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Home My WebLink About0527 SCUDDER AVENUE .�„ �_ �� i �° i IJ j all. 4J u a 0 j ENGEL & SCHULTZ, LLP CT 265 Franklin Street,Suite 1801 E Boston,MA 02110 Phone:(617)951-9980 Hilary Schultz,Esq. Fax:(617)951-0048 F i email•hschultz@engelschultz.com MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net December 6,2011 Town of Barnstable Building Department 200 Main St. Hyannis,MA 02601 Attention: Mr.Thomas Perry and Mr.Paul Roma Building Commissioner and Building Inspector RE: Proposed Modifications to Dolesh Residence C� -527 Scudder Ave.,Hyannisport,MAy Dear Mr.Perry and Mr.Roma, Please be advised that the followingitems in your November 18,2011 correspondence are addressed: 1. Note that the Sunroom/Deck Beam,2-2x10 PT,is adequate for 8.5' continuous spans. 2. Note that the Front RHS Deck edge beam,PT 2-2 x 10,with 11.5' span will be reduced using PT knees, with a maximum span of 8.5'. 3. The rear span of I't floor girt may be reduced to 2-2x10 to carry required I"floor loading only in this area. 4. This same new center beam at the 1 st floor framing level is adequate with a 2' cantilever toward the front; the remaining joists bear on the existing parallel 4x6 fir beam with a 4' end span. 5. Kitchen Ceiling,2nd floor rear room joists were headed off where the chimney was removed. One side has 2-2x8 with LVL Hitched;the rear side has 2-2x8 and will sister a 3rd 2x8 or a ripped 1.75"x 6"LVL. Note that the shear and bearing stresses area adequate with 1-2x8 bearing min. 6. The sill of the new foundationwas protected with lead. Note that the building was jacked in order to retrofit the lead around the KD sill. 7 2°d Floor rear sistered 2x8 joists require a single 2x8 bearing on sill for shear and bearing stress 11 acceptance; as-built is acceptable. Note that segmental retaining wall reconstruction work has commenced,and final design parameters were reviewed as acceptable. The as-built construction-is in compliance with the structural loading requirements of 780 CMR. Sincerely�Cudilo, OF ichele P.E. may' y /2011-154 o MICHELE c\ CUDILO 1 Cc:. P.Roma,Town of Barnstable Building Dept.,via FAX: 508-790-6230' No.34774 STRUCTURAL RfiGISTEFcO\� lONAL E� MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net December 6,2011 Town of Barnstable Building Department 200.Main St. Hyannis,MA 02601 Attention: Mr.Thomas Perry and Mr.Paul Roma Building Commissioner and Building Inspector RE: Proposed Modifications to Dolesh Residence 527 Scudder Ave.,Hyannisport,MA Dear Mr.Perry and Mr.Roma, Please be advised that the following items in your November 18,2011 correspondence are addressed: 1. Note that the Sunroom/Deck Beam,2-2x10 PT,is adequate for 8.5' continuous spans. 2. Note that the Front RHS Deck edge'beam,PT 2-2 x 10,with 11.5' span will be reduced using PT knees, with a maximum span of 8.5'. 3. The rear span of 15i floor girt may be reduced to 2-2x10 to carry required 0 floor loading only in this area. 4. This same new center beam at the 1 st floor framing level is adequate with a 2' cantilever toward the front; the remaining joists bear on the existing parallel 4x6 fir beam with a 4' end span. 5. Kitchen Ceiling,2nd floor rear room joists were headed off where the chimney was removed. One side has 2-2x8 with LVL Hitched;the rear side has 2-2x8 and will sister a 3rd 2x8 or a ripped 1.75"x 6"LVL. Note that the shear.and bearing stresses area adequate with 1-2x8 bearing min. 6. The sill of the new foundation was protected with lead. Note that the building was jacked in order to retrofit the lead around the KD sill. 7 2nd Floor rear sistered 2x8 joists require a single 2x8 bearing on sill for shear and bearing stress acceptance; as-built is acceptable. Note that segmental retaining wall reconstruction work has commenced,and final design parameters were reviewed as acceptable. The as-built construction is in compliance with the structural loading requirements of 780 CMR. Sincerely, s�It1 OF MgSs O 'U y pichele Cudilo,P.E.' z y /2011-154 o MICHELE CUDILO VVI4 Cc: P.Roma,Town of Barnstable Building Dept.,Via FAX: 508-790-6230 U No.34774cn ' STRUCTURAL RFGrS'TERcO\ TONAL FN i EXffiBTT 7 Pwl , ouv . l,�,ev , Nil y $6/id/fit , 9A �ee�`i f 6d6 y�4 . s4. w; (l �!l YOU tl�k y«, � ,. , ll y.,,� � •lp , � Inspector Roma's.Preliminary Building inspection of Aug 12, 2011 This inspection was collaboration between,an owner,who could not or would not pay his bills as.problems developed,owners newly hired builderand an overzealous building; inspector:..In addition, Mark Grenier was not invited to this inspection (inspection?). On Aug:12,2011 inspector Roma performed his inspection on the subject property. He perform.ed,.this inspection,in the presence of the home owners and the new builder they hired;while the permit was still in Builder Mark Grenier's name.Then on Aug 15,2011, inspector Roma returned to the project with two more building,inspectors from the town of Barnstable,once again not inviting Mark Grenier.This preliminary inspection should have been completed by a certified independent 3'd party,not the local building inspector. Inspector Rome's action encroaches upon an abuse of power. Builder, Mark Grenier had no knowledge of.what was done,or might have been done to the structure during the time he was terminated.(Aug 5,2011)and the above inspection. In old buildings(Dolesh—Groom home is circa 1913)problems can arise,.but it's the owner's �� SJ��p P� responsibility to pay for them. Once the subsurface or concealed physical conditions and S S the unknown physical conditions became known,Scott Dolesh and Dr Groom were �N ( responsible.to pay for them.The existing structure was in decrypt conditions and this A I` translated.into extra time and extra money. so This inspection was basically a witch hunt and in my opinion should be thrown out. S // a, 7.,, / �rfG-►��cdZ �� PL.AH -5 N© ' DIry /4170al w/6 Were you see the**.means the inspection was performed on a preliminary bases and was not a frame inspection.Had it:.been a frame inspection with builder Mark Grenier present,none of this would have been necessary.: C Roma's questions/ .motes in.black font �"°D r� �1 �% ��S�"2 C-7 0 q -Builder Mark Grenier s answers in normal font 41�I v L_ 5`II APPL_l C_A9LC 84-b 6- C06 - Permitted work C H /L -7 9 7.T� D 1 ?7 O t'/ 1. (Roma)No,plywood nailing inspection for foyer,mudroom,3 season room MG Answer a. Town.of Barnstable building permit issued on February 15,2011,permit number B 5EC_ N 20110255�fist a min of four call inspections required for all construction work.No were mg PC-c-r o 9 on:the.building permit card does it call for a nail inspection on a remodel or addition. S `)� _� The:approximate amount of pieces of plywood in question is about 8-10 sheets.All of 5 which:were pieces that go around windows and doors,that would need to be nailed off 11s, 'oZ . properly anyway. 2. (Roma)Nails/:Nail heads that could be seen appear to be too small/wrong size MG Answer. (7) AHb. a. Mr.:Roma.used the words"appear to be too small/wrong size"when he describes nails. Al[nails.used.were 8 penny galvanized ring nails applied liberally, if not excessively, by. S lot , �, .f; ( i( mechanical means(pneumatic nail guns),meeting or exceeding code standards. 3. (Roma)**Foyer—sitting on concrete block w/o apparent connection to sonotube J0 MG Answer: a. Foyer..floor was left,unsecured for access to accomplish this function at a future date, before a frame inspection. 4. (Roma)**The missing joist or unfastened standoff @ post/sonotube. 0 , -7 MG Answer' ��SPA S a. These were excluded do to the involvement and movement of the electrical supply to the panel,which was waiting the relocation of the electrical service. 5. (Roma)**Hurricane ties,joist hangers not nailed. 5/m es° ri MG Answer P ec-S U a. Once again builder not finished. �o-7 z4) .6. ,(Roma)Mudroom 13 season room.2x4 fastened to top:of 2x10 joists?, MG Answer �(d`r_°rk a. The:floor was framed to code on the mudroom/3 season room.The 2x4's were applied to;0e.3.season room floor framing using 6"timber locks spaced at 24"oc.The reason forahe...added 2x4 was to bring the floor height up to the existing first floor level.The _ original height was set to maximize the ceiling height of the sunroom. 5-11fo . P a( - UNSAFE'" 7. (Roma)3 season room—all girders/are overspained. - C-5tI64 1 i-C P,t= Ds Answer c-A L L S t=at2 .t v L j Nf.© r `p-- a. Original plan.calls for 2x10's @ 1.6"oc. Builder elected to use WO's @ 12"oc, exceeding specification. Inspector Roma failed to observe this upgrade. S. (Roma)How.is post/Girder attached to frame P 6- MG Answer.: a. The.post run continues from the footings to roof system.The Girder is notched into the 46post,and then fasted with 6"timber locks. Inspector Roma failed to notice this P �yo detail as they were lined by KID material for sheetrock application, r�o �J 9. (Roma)**How.is shear of 3 season room achieved? MG Answer>' ti o _l 4 S P t.�C--10 tj 4L-La. The.wall was reframed to code and plywood was applied horizontaflyto the exterior. 2 (Z�w(f✓� Before.the inspection was to be called by builder,a second layer to be applied vertically Lathe interior. 10. (Roma)**Ledger locks/bolts @ house over spanned. P = MG Answer:: 5 r � a �� a. Once again,the house was inspected before the builder called for inspection.The bolts I where on site and at no time was access blocked to apply them. 11. (Roma)Roof over 3 season room is Ice&water shield, not rubber. Y MG Answer:: a. An EPDM Rubber roof on the 3 season room was installed by Villani Roofing'and siding. �o Apparently,inspector Roma failed to pick up on this obvious detail. 1 E I I Frr✓b -+l-5 i,1E"l v M P wt �t� o ��zM FAQ A, Pt4oTb i .finish floor being installed? 12 Roma Wh . s ( Y. g MG Answer a. Builder's choice.This is not even an issue that a building inspector needs to consider. 13. (Roma)**Foundation in front of house does not have PT Sill 015 . 1 MG Answer. bE v l ATI t7t/ a. Builder..was not finished and did not call fora frame inspection.The existing sill was still F2®,,,,t Pt-Al-I in place and was not PT 14. (Roma)Permit not on site. N 07— o ti MG Answer... 5-tl /4f a. Permit was on site and was posted.This may have been removed by Dolesh-Groom S / 'f / 0 .r P®s 15._(Roma)**Flans submitted for permitted work were stamped by a structural engineer,those '� r1��r1 plans were.not � S1 �/ ' o/ { 'P MG Answer. . . (ef:� a. The:Builder was o niched and d��t call a frame inspection P bpoermitt e � � 1 p�+o-ra �y L 0. r 1.-(Roma) 1 floor:and 2"d floor gutted S I`lam MG Answer a. The:.interior partitions were 3/"tug&groove walls,with no studding,insulation or sheetrock:Therefore,being nothing more than paper dividers and not structural framing members /7 b. The-exterior plaster walls,due to poor original construction and mold,needed to be replaced;not only for health and safety reasons,but also for increased energy efficiency and,insulation purposes.The existing windows and doors did not have proper headers, i jacks.or.king studs. c. Owner..requested cathedral ceilings in bedrooms and a loft over middle bedroom.This Work was performed at the owners request © � ,r to 2. (Roma)No.insulation information (yL MG Answer: a. The insulation information was submitted with building permit application. if it has been ti 0 FCC lostr.builder has a copy. S PP L4 R Y 3. (Roma)Decks:were constructed(crossed out on application) MG Answer;::.` a. On.Feb.:3,2011,the building application was submitted.The application requires sign offs from: L r j i Historic Commission tkoT ii .Health department iii..`.Conservation commission.. ID &p� b: (i )Mark Grenier successfully presented the proposed changes Dolesh.Groom wanted to L� the HC,and those changes were approved at a formal hearing on Dec.9,2010 C, 0 v c. (ii)Health department"sign off' obtained on Feb 3,2011 d. (M)Conservation Commission. i.: The rear deck was within 60ft of a wetland.Therefore,a formal hearing was required before a"sign off'could be given. ii.. A hearing was scheduled for March 15,2011—6:30 pm. Location:Town Hall Hearing Room (see Agenda). Baxter&Nye and Mark Grenier successfully presented the application for the rear deck and the deck was approved. 4. (Roma)**Ice and water shield on flat surfaces,not rubber roofing �`a S MG Answer: R a. This.was a temporary waterproofing measure,to keep the water from collecting around V the..basement,until the EPDM Rubber could be installed at proper time. 5. (Roma)**Roof over deck has no joist hangers. MG Answer. S7�_a a' C a. Builder was not finished and did not call for a frame in 6. (Roma)Concrete block retaining wall is cracked and leaning S U Ppo 2rt q MG Answer: .: r a. This.was a non-structural temporary feature to retain the mud flow from encroaching D on tho.house. TT ✓ b. This.has no bearing on the subject matter at hand. Landscaping was to be performed by (� S-'KVc"V L. owner 7. (Roma)Support post of roof lands unconnected on this cracked wall. nG Answer,.a. Builder has pictures that the post is sitting anchored on a poured concrete footing S. (Roma)Over span on decks(side&rear) N'O � � .� G Answer.: •--- L,,. V L Ix7 � a. The:.,decks were built to specification on the plans 0� '9. (Roma)**what is purpose of spacer between joist and girder @ rear deck? MG Answer I'`' �(� a. Th§..is allowed as long as joist hangers and hurricane clips are applied. w ©S 10. (Roma).**Girder in Basement: a. Splice,not-over!ally column S'- s7z , �1 b. 3'd member cut short @ door 6_31► C c. Not,supported @ either end S p MG Answer a. Girt not completed yet,because of basement door relocation b. . Lally column not installed.Again builder not finished c. Again andagain,.builder not finished. Did not call for frame inspection 11. (Roma) **Added floor joist not on girder MG Answer:,," Sri o u These-were.added and timber locked to the existing for joist,which are on the girder. For example:a 2x8 becomes a 48.This was done for safety reasons.A ledger was to be fi added:later. 12. (Roma)**No.lateral bracing between joist 5-0 7 MG'Answer:.. S� a. Builder was not finished and did not call for a frame inspection 13. (Roma) Firstfloor: a. Sister joist resting on strapping only5�. .� Header:between front and rear maybe overspained c. End.joist off"set closer than 24"(+/-5")at double plate y G b cI , , (P- d. LVL.does not have full bearing M F G, S P4t--, C--V' e. 2x8`.floor joists overspained(kit.Area) b f. Question.of.posting of LVL to basement g. Question of posting of new stairwell . h. Strapping in foyer area not nailed/supported MG Answer, a. Sister joist were timber locked to the existing floor joist. b. Maybe? c. Don't.know what this is referring to d. Again,:.Builder was not finished and did not call for a frame inspection e. The floor joists were existing framing. Builder,for safety reasons, doubled up all of these joists.: ez;:- PH-rV ep- c cs ,-� so lS7- . f. LVL were installed according to plans -5 6�-E (f G- A-a L v L Pt A"I o N g. New stairwell was installed according to plans 14tc-+-t f� if h. **Foyer,was permitted, Builder was not finished and did not call for a frame inspection 14. (Roma)Second:Floor: ON f�L-AN P'(vf-f- $ a. Reconstructed w/o adequate ceiling joist `' o l b. Strapping,unnailed/toe nailed L V L C� c. Na joist hangers 5-� S PG- A' a ► r C- d. No"structural framing members(LVL ect.) e. What:fasteners were used to pad down original roof rafters? MG Answer-, a. Any flat ceilings added were for appearance only. The hip roof was untouched by builder except,where skylights were.installed,in which case, proper framing was accomplished to modern code. b. "Builder.was not finished and did not call fora frame inspection C. **Builder was not finished and did not call for frame inspection d. Unclea.r as to where you wanted LVL e. 6"timber. lock 15. (Roma)Some,of unpermitted work appears on plans stamped.by a structural engineer.Those plans were:not,followed MG Answer a. Bui.lder.was not finished and did not call for a frame inspection ti ry �t Town of Barnstable Regulatory Services g Y • snxxsTABLE, « MASS. Thomas F. Geiler,Director Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 15, 2011 Mr.Mark Grenier 1019 Route 132, Unit 6 Hyannis, MA 02601 Re: 527 Scudder Avenue, Hyannis,MA 02601 Dear Mr. Grenier, On February 15, 2011 a building permit was issued for work at the above referenced address. The application specifies a"new three season room,mud room, foyer, new shingles, new roof, some ext. trim, kitchen/bath remodel, new door and windows.""Add exterior decks"was crossed off and you initialed this change. On August 12 and 15, 2011, at the request of the owners, a preliminary inspection was conducted by this office and resulted in a list of concerns and questions. Because the work performed so far exceeds the work permitted and because the list of corrections is so lengthy, the specifics of the inspection are on the enclosed pages which are divided between permitted (2 pages) and unpermitted(4pages)work. This office has no documentation that you are no longer involved in this project, so please be advised that rectification of these conditions must begin immediately. Sincerely, Paul Roma Local Inspector Cc: Scott Dolash and Emily Groom 25 Marlboro Road Southboro, MA 01772 pFIHEip Town of Barnstable BARNSTABLE. Regulatory Services - MASS. i639. Building Division prFD MAy A 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice 1 ~ I � Type of Inspection M 14 rz- / Location 5 ^d -7 S c y p 0 E A✓EPermit Number �� l 1 6 0 5-7 S� F4 Owner 5, DO�--ES u . G-2 Qa V� Builder M G-k lY' /E-k One notice to remain on job site, one notice on file in Building Department. The following items need correcting: P 1 r- V1 rr D w L) O N 0 -PL- I w o-O b HA 1 L-186- I Vt S PEc-7- &I r-o 2 FOY6e l P-y� a1 n,� NAILS Z NA T74A -- covt_ A 86 566-�I TD 9 E -rM S L-C. w R o N G- 5 I ZE C aNc _-T /4PP,4RNT' c oM rtEc-17otf Ta SO N o -ry�E I SS/N Z`o t ST . '0Y t i r'AS't-tf E b 57AN b e,'cF �aST Sor/oT�l�� c0WPLE -SLY e 774P-ov H0V% wAbLC- HovS45 M U Q Roo LJI s 64-5 a N P-CO u-1 — P x It FA-S?`E 9,t L- N 7-a Please call: 508-86n2-4038 for re-inspection. Inspected by Date �- lam-' l 11 Town of Barnstable ' BARNSTABLE. Regulatory Services ` 9 MASS. 1639 Building Division RFD MAC 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 PA6,4-7 Inspection Correction Notice Type of Inspection P,C- L�� Location S S C"O D E2 A y'F Permit Number Owner S , Dolt:5 C' w Builder 6-ke::-t't Ep k One notice to remain on job site, one notice on file in Building Department. The following items need correcting: t J .3 -SoEASatii Pao" - AL(- 6-1/zb1eks a V6 SP41fFla OF5 *w is 10 e s T 4 G-/2 bek �4--r-r-AC;r E� �-M FIB K, C- n 01 H-o w t-S 5H 6A-k o t�-- -S,!!E--ASo N P-on wi ALC 414 v 61� 1� C�ED�� LDck-_S aL uS © MN Ot R ,, '= ® V-E k -1 SF_ 4-Sa N IUD O 94 IS I C E L52 l 96/" 6- 0UHb & = tq i or N o U S E too ES "o-r tf AV6 PT, siL-L- ti (1.5� Py4 KS 5 u d3 �c r -ram Fo r T- -E-6 w o2ic W e0 S T�►'"I P � R A• S7- C - -O 2A L iF-H G_r f'P ee Q "T7-Et�SS {� �-t4 N S w�� ►� D7- r=d LLC��cc.D Please call: 508-862-4038 for re-inspection. (' tq -T-A Cie Inspected by hL4 ( 7 Tz� Date Y Town of Barnstable Regulatory Services 7 MASS. � 1639- a�0 Building Division ABED MP' 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 r fAG-6- ,' a Inspection Correction Notice Type of Inspection P r2� L—( h N e4/ZY Location —7 SC y D b 6--e /4 U Permit Number O t4 Y Owner S , D0 6- op tH Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: U N �P f�yy I 'Ts1 IA-)a 0 ( ti S u L-A -n O N I H F8(-Vt A 170 ly ( 31 D G P< 5 w C OZE �--0 N ST I� V C t c.:.�(c P-oSSED T o�1 APPAL, ICE A N-b w ,4-Sk S!4 I 6�b © rt r---A-r S v P--AC-6S Z&0 F: o v E-K ,D ECA, I-I A S No To r s 7- (414 N G-L=t�s © 4 L-054L &6-7-4161 U 6.- WALL (S N ! N G- Q s y PPo g-l- VS-r a / R ��r f�N15 u M CD N ht F=C-T56 cp VVE-p- sp"( ON bEcle- s (51ble: ( 7 J w iZ PckS 4f-' o Poo c.C-(Z 9 IE-:-rW E 6 M Please call: 508-862-4038 for re-inspection. �S7-s 4149 CG-rRLDC-1Z� Inspected by Date `OFtHE Town of Barnstable BARNSTABLE, • Regulatory Services 7 MASS. 1639. M Building Division ATEO P'�A. 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice / Type of Inspection 1 2 �- M',r, 4 2 y Location S '3- `7 S C y b-b15-F— A v Permit Number 66 S-S r 14,1 Owner S, N L6S u 6 G-Sao M Builder #-t . G 4 e: One notice to remain on job site,-one notice on file in Building Department. The following items need correcting: 5f1LtG ©7 oVEIt1,4Z-LE- coy- uWN B1 -S D t4 Q 6 P_ C v-r- s F+O-2r(_� 0-0 C) N DT' s (.) P P a P-T'G hC(i6 L-: ( T"N e 9- ti.) 6 t -bPeb Fmk :rorSr NoT Vtf 6-1P_ b �l�, RL N o 4,61 5A-A t. 44 c 1 tq r 06-mi Cc H z-o i_5-n5 nl � F KS 7- r 1-0-0!, It r S 115k ED Zr o t S 7-S CS 77 H &_ o N S7-RA PP/q o kJ L y =tO/ N 1- O j- rS C LDS - T'7+6 it S 6 Lq,� i► ` Dav D� L V L ba�5 H 07- 14 v4 V I:::- UL.t_, B g5o4k1"t_ Please call: 508-862-4038 for re-inspection. Inspected by Po�j 4-wt.4—( Date�' r S r t pp INE ip� Town -of Barnstable - P` p. BARNSTABL6.p* Regulatory Services 9 MASS. 0 4'pif 639. 0 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 D A (Y Inspection Correction Notice Type of Inspection Location S 7 S c 0 D d6 R A vE permit Number 'DO /(eT 6 Sq S� Owner S, G 2 go u y Builder M , 6 dL E W C�L' One notice to remain on job site, one notice on file in Building Department. The following items need correcting: E, a-x g Fl--a-o 2 3-o c s rs ®v C—2s PA 1,E.6 r—K tr} vESt-t© �l o r P89 77NC.— o vL, � uES 7-10 --t o t= poS -r•-r NG.._ o r- N15 w s 7-q-rr2 c.L LL 14 srFLA- 1H c— r V ro j5k- 64 K 07 N4,4E co N h F as L41 c® M L c-TC-6 L.-,) �uh-7-C- c C t--)q � 3`o l S 7-S Q S T 2`4 P Pi H G, 0 It N A- I L-&A n E rf e4 l c_.& e� hi o so(.S7- H A k('G&S A) d 5 7-8-V C 77UA AL r XA#rMG` Nc 6M 96i2S rL� UL. arc, Please call: 508-862-4038 for re-inspection. -b o `o N N L P,cro Inspected by Date HE r ti Town of Barnstable BARNSTABLE. ` Regulatory Services 7 MASS. 0 039. Building Division pTFO MP'�� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 �- Fax: 508-790-6230 Inspection Correction Notice Type of Inspection �� --� �'► N c/ Location 5'-'? SC u D-b Permit Number r-?a / &0 Sri S"~ 1-4y Owner S, GA Builder M - C, tf One notice to remain on job site, one notice on file in Building Department. The following items need correcting: Y A- s T 2 u L 7v fLA L- 17+15 s� c--r9 Ns w c2 E N o T to el b W Please call: 508-862--n4038 for re-inspection. Inspected by A Date / ' 527 ScudderAve, Hyannis 8/15/11 m "WORM x h r ,.. l; 1 Y 527 Scudder Ave, Hyannis � ,8/15/11 ld t s. Q � - i � � �d. i �� •�;- ��, �:��'� � � ��.. +i� -•. � _',�� "'fry, to s�6' 527 Scudder Ave, Hyannis y �.y ° - _,;8%1'5/11 f t 10 g .!mot.. , ',, -�',,� ,.,• 'a A► ` r x'r'k R , t ♦ = J �. �: ,.:rL,v� �...�' f" f.� .,� ��n��'. r f .s,. '��J � 3. C"" ,"b.'Y`� ` , •; ,,,.,, --,d +—±e `"�1�9=-,r �.7 .. :• ...-.. • e �, or_t '"s ,a- ti '�'�'�"i,.7 a:.:..e�'�� may: �y " i� � -:*r�,.�.-try,'A`�`� , $ '� i"„y+,e:°,.:� v �. � w�.w.S�uyn. ^ya r �^ � � r"' � ,r e• ;�s� ,�' .; '''fi' ,sw f• • � � �j ,,. �, ,sy �.,,q J Yp � i r� a MN'P '1Y S� ',_�" 5t 1 "."'g�,.", w ..r ,�,�a.. •'4�^St '�r�. 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"�'4.y, p ,� 1/ ,p y.+''� gip" •. y` ' F , x` • F •..w ww , . o 527 Scudder Ave, Hyannis 8/15/11 wG A ! - - x r F � m ,.r w a x S g J s� a. .D CD of cn' } F + T t g 00 a� IL p3♦ s 4 � I s - r lk - r-• ,� ,�#.n % .�» � -ate"' .:� � } r p uWer. veHlyan s 11 527YScudderAve, Hyannis 8/15/11 i, li,F -�.I tI; ,� '� ' `�} • 4 r 14 Y f J Y 527 Scud4er�Ave,�H a �� -�� 15/1.1 : w �+ }, m r x tr - .. 'F � r s. . �r �. +' • i + tea;`' •. a 527 Scudder Ave, Hyannis 8/15/11 3; tY AVI 4 L) 17 s, mv a i pSrt a ti �. i 8/15/11 c 5 F -. y7 � 4 e 4 e. • y a 4 ' .r r •k, ey�y -. L Yr r v ,we AMW ...+.�..-,- � � .. '.a •+aces, 55 7 Scudder Ave, Hyannis LL N 00 ()1 '' r • �d 0— { CL CD �r \ rr_ CD TT n 1 wP 06 1 ` � t 5. ;. ��... f ! r � r � Fr�fl. •i "�`y a � V`� * t4 [4 $ t f� a+ _s 4. i T S� r "vr ~' , - ,^yam.. ..�.: ;'} �.�', s.;`R.:.+ e. � ..r•nuY"�Fws +�+rttif��y+.r r- V C 00 Ul -� k. 527 Scudder:Ave;,' H�a.ya�y'�riis lr __ � M 8/15/11 7+ s j arf fk Cd .f��3 •f - �, r� [ W .MnewP r. Y ea a. T If p ., �� ,�N � of{y s (• r air a✓^�r�"�i;i � �, �` s j r ,t 527 Scudder Ave, Hyannis mole - 1 Fe F 3 CY �4 �S I+I I ram• 7� ri ti y 4 t 5N �' � CCd �' • 'ti d s i s � + x ON oo �-sn+-,r�.+_ c"^n.'«;sa,�.{, "�` ate... ,�,�,�m,.�`�'•,""�".""..'"'^.�` �.-t�`. . a �' � � 3 �� r�p'• '� �f 1 # l$Cn _.r 7; '��` .t�+�� # '�+-++u�� .-` ��'� '�"�r >k� �`ra3_." �-a►`mot`.. ^, i...'"1e`�y`^i:.yyv� �'4��.. .-�_... lie d � `�.„ d r•��A.-«+. "^.,.'.F�,- .�°"'n�..rw+,.,b�_Sv.�'�'zc::,°�...+.... ..—.s�..e, �.a �.�,�<a"ir � y r n 4. 7 c p s` 4 { s ' I s jyy i v _ N iv T a t 1 fi 1 a � s i�{ +.�y�'W{ A!'• � �., ) tip 'Y i�J�f' Y Y�✓ } Y. . CD- 7 t4 r ` l v 54 „ � P� -•:"'��,�' r �; =it ° `� , ♦ ii ' 3 Y4'f� . 4 ZZ W lc {{ " ', R• ' O 0.11/ r � _ Opr co j M � fn # ✓ ��+�� y � a 1 s .F 3. [�` F� .E "x 1111333 �, W f�I Y 1 3 1 r/ f. ) - ' � � - ,, fit? ° � w}•�tr� ,� � �` .�� - � � +a � d � �'�✓��'� 7�� + - � �� ski t �'•> �;iTs r� '" �� ,%'J 'fir � � s �¢�� .,� � � t` e ICI , F _ a., d t 41 t a s . Nj t h _ 4t} i� am; gym+ �w r� S � F Fels; s�,2v r � 1 Y't u i i Y i i a ��• Ls 1 �d r � f r r Y. r 4 . rfJ +fY dl yarin f 8/-1 5/11 z f 7Z. ,r 1 � 9 L _ 1 r:. y- t y lk� •a - 4 f ", f - sqf � i �A 527X�-`1'7cudder Ave, Hyannis411 . r1 - a . . w w e ..6 .1 dW P z - f d Y �•, � .. _"inn 5 a s� 7 a � M s. a dli m .. ♦V �<CD i tt,� 1 1 n ENGEL & SCHULTZ, L1YV! j !` t9A 1 STAR m Attorneys at Law KV t 265 Franklin Street, Suite 1801 Boston, MA 02110 DAR11''T`i ,t Hilary S. Schultz Phone: (617)951-9980 Email:hschultz@engelschultz.com Facsimile: (617)951-0048 June 26, 2012 VIA FEDERAL EXPRESS Mr. Paul Roma, Local Inspector Regulatory Services - Building Division Town of Barnstable 200 Main Street Hyannis,MA 02601 Re: Dolesh/Groom vs. Grenier AAA No. 11-527-000197-12 Dear Mr. Roma: Enclosed is a subpoena duces tecum ordering you to appear at the hearing of the above- captioned arbitration. I am not certain which of two days—July 16 or 17-I will want you to testify and will make arrangements for you to be on "telephone notice". Please contact me if you have any questions. VAS. Schultz; H HSS/sb Enclosure OF AMERICAN ARBITRATION ASSOCIATION FAQ'! i! 0 BOSTON,MA CONSTRUC'ItION}INDUSTRY RULES ANDIPR�OCEDURES , x SCOTT DOLESH and EMILY GROOM, .x , Claimants x V. x Arbitration Case No. MARK R.GRENIER,individually and x 11-527-000197-12 M.GRENIER BUILDING,INC. x Respondents x x SUBPOENA DUCES TECUM TO: Paul Roma,Local Inspector Regulatory Services—Building Division Town of Barnstable 200 Main Street Hyannis,MA 02601 GREETINGS, YOU ARE HEREBY COMMANDED,in the name of the American Arbitration . Association and at the request of the Claimants referenced above,to appear and testify at the hearing for the above-captioned arbitration at 9:00a.m.on Monday,July 16,2012 and from day to day thereafter until your testimony in the proceedings is completed. The hearings will be held in the Law Offices of Peter Daigle,Esq., 1550 Falmouth Road, Suite 10,Centerville,MA 02632. You are hereby required to bring with you all docume is set forth on the tt ed Schedule"A" f HEREOF FAIL NOT,as you will answer yo de u under p s d'penalties in the law in that behalf made and provided. c d Keshian,Esq. Arbitrator American Arbitration Association I SCHEDULE"A:' 1. All documents contained in the file maintained by the Building Division of Regulatory Services for the Town of Barnstable pertaining to the property located at 527 Scudder Avenue;Hyannisport;MAC F L."1 Town of Barnstable W, _ 1ME � r o• } Regulatory Services �=[ ``� ) -c L` BABNSTABU, ' LT7 7 MASS ��'�'� I ta,9. Building Division �( (J �TFD MP'�a 200 Main Street,Hyannis,MA 02601 d•'( �+ V Office: 508-862-4038 b F V m) i�I Fax: 508-790-6230 `� �P� ``P--P—'C1) P LA N P,4 G-� Inspection Correction Notice 7' Type of Inspection 12�5 L I Ff Y Location 5 -7 5 C v p b 6 k Aa�Permit Number a'D f ( 6 0 Owner S, 1�0 ES u _ G- (m wt Builder lrlZ tY I E-� One notice to remain on job site, one notice on file in Building Department. C' ..7 The following items need correcting: P w omit w 0-0 D o lZ FO NAILS / MAIL- 4C-4 , s T74A -r- coves A !3� sE��/ c_ MA T -P-7 1 o Y M V O R d-0 " - M 1 SS/N 6- 7-0 I-5-r _ V H rASTC-K ED 57AN b e F ,:: • Mp S- t1v � 7 � � 01 �a57 �SoNoT� �� mAHur-AC s Pe �S f ' 9 S '1-0 1 S` - P H o T N 64 I Lib co P1 P L E -r-�L y - 774 R-o v G-N o Li c v 1-P L-C HV vS S e v Reo� �� s 6AS -t TE tt E 7'6 J-o t S 7- - I-E v w W If y L-/4H Please call: 508-862-4038 for re-inspection. ,p Inspected by U �� N� °L Date �� f _ 1 1 -7- of— r x Town of Barnstable h � Regulatory Services BARMASS LE.o� .. i639: ,0` Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 P,4 ,1,-t7 Inspection Correction Notice Type of Inspection Location S 2 �t Permit Number o / 1 0 O Y Owner S , Do[-�S14. �• G- �Uz� H Builder One notice to remain on job site, one notice on file in Building Department. Tv L` � ( The following items need correcting: 1 o K [- V L s —1=*14Sa tit (Z aD wt ALL- Tr2.s P4 Fib t4tw 15 •P 85 7-4 G-/2 bie P, /fT-7-A C-N E b -TZ) F/ZA K I 15-7 }-E o l.) i S S fF�5A-k WI A C 4/e V uS C © VETSIPAI`r1P c A Tzar 15 i S C- �--6 a v�aE 2 N � �® 1(7 1 l T-' ® L) 1 N 'ka N OF Nov S6 60ES �©? tfAv6 P—F 5,�� c R 5�I1, l T — C &4,lZ 5 t► 1 4f Pe-A NS s u K -r7-E Fob ��2 w, r 'r'-7-E-6 W NZIC w ek.t-1 S 7"AM-PE6 Y A SrkUc. -r-L) /LA L E N' Cyr N Ee-k C bit Please call: 508-862-4038 for re-inspection. I`( 0 �h C[C S b Inspected by 7 H -PEkt;;- 6-C-A-ss Date r � X., NON e) lam. s Town of Barnstable ABL E. : Regulatory Services A-IZt7 Building Division N �L o t= Y 200 Main Street,Hyannis,MA 02601 ,v ( U L A-`7i _ j o V .,.Of Ce: 508-862-4038 G `Fax: 508-790-6230 -PA 6 - n Inspection Correction Notice p�' Type of Inspection P �—( �, / Pr /Z Location —7 Sc y D D C—e- A U Permit Number 14y Owner S 0 LDS 4 6-k-co v-t Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �' ®► y I c y A 'N' w ,�-�k S 14 r 6 O t --r- 5 u 21-AcCS Iz- 0 ve�-:K D eclC c tg S u 1-1. C a cep v Af C SPAS aM DEC1< S S ( DE -1-- EAP, a�) d�L w 1-E 1 S v R �S o s Pao L�(Z � � N Please call: 508-862-4038.for re-inspection. FISTS ANb CG-()LDCZ/Z j P Inspected by �E�� c<< Date Town of Barnstable • Regulatory Services BARS LE, M S p• 0 " Tpp 3;;,N. Building Division b 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 1#-1 tt`I 4/2 y Location _ s 'd 7 5 C 6-P-- Permit Number �?d 1 66 rF r Owner S, -bo L ES 14 6 R-eo 0-1 Builder H . G dz c N I E 9: One notice to remain on job site, one notice on file in Building Department. The following items need correcting: f 0 G'I R DE A ( N QAS 67 at1-4 L LE c o u N 1`1 P UM C 6:. Z y T s ,4 ol�T� I jL C) h D-F 5 PD P,-T-G h C— 7-H ee N3 S ® LA175F-A L , 4A c-/N c" `R6T4.)E- N 7-01S7:-5 S-S-b -3 1 7 ! � FIBS ?- rc_0-0, ff sts 11 i C-b Tacs-rs QS771Y ot-1 s7-2APAIA( c Est D r rc T ©r ''S c s©`a 3i 4A 01 S,, Dov8 J Please call: 508-862-4038 for re-inspection. Inspected by Date I "01 ,HE r Town of Barnstable • MA-CM- E.-• Regulatory Services gAR MASS. o 9`bp 059'p�00 Building Division rf0 MP'� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 _ Fax: 508-790-6230 �A Cr Inspection Correction Notice Type of Inspection A,/ Location S�`7 S C v D d,E P- A yE Permit Number 00 I(a 6 99 S� Owner S, 65 Gk- Builder H One notice to remain on job site, one notice on file in Building Department. The following items need correcting: - - — � P`C 15-) ovC-R, SPA�1Eb /44E4 h'} y ES T't o f-( O P -P 8S 77 ar C, O V.4s.6:ti EN ?— M r 6-, <S -� G-1 C uEs 7/o t-1 o t= TA-r1Z Q_ T 14) S7-P-A-PP1H ( IN t--&y�e2 64 HOT H 4,L-Et L4) c o H s b6©uA-7-U= oe-- S'a T"S R� .s T k;4P / H(,- v 7-0 E rf I p if d s c-r-v P-A$I I tte k 6M 6,2s v� �Tc, Please call: 5.08-862-4038 for re-inspection. > Inspected by f�j Date $ - I S t I t �pF1ME ip Town. of Barnstable BARNSTABLE. * Regulatory Services MASS. 0p t639. �0 rEo �a, Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection H r N',4A Location Sc u z-b Permit Number_r9e S(� Hy Owner S, -1)Z3[ CSf! , -6:, Builder i*A • One notice to remain on job site, one notice on file in Building Department. The following items need correcting: B Y i Please call: 508-862-4038 for re-inspection. Inspected by Date / / Q ilYIP11��II� �YYt--PW� ��. ,•'.� k a ; l� t r .er a : W 4 �..:. � If p y S . i I a l ' � t♦ { r ¢f a T r . ,. `m. .. E re .�� .... , „.`. s r.,� TF k... -€ CIF. ;y ,�' a• s :q . g S _ w rt" - I 3 " :_" -.a,f _ •tea=..,. OWN w �-a 8 5 ��'+.+1'w,..j...e.. r"SR°♦+` ..,,Alt• 2:w' ._'.,ram�,�..+ •."�^? A L� �c c�L z U tj �r A � vn G -mv, 11 A `TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION o 'Map-Z 21 Parcel O l 8 Application # Health Division Date Issued A Conservation Division Application Planning Dept. Permit Fee �n 7c / Date Definitive Plan Approved by Planning Board T 17- Historic - OKH _ Preservation / Hyannis Project Street Address V2 27 SCU R Q CR• AVE Village 0Ya(,1 N 1 S RA-1 Owner SLOTr D O UESH 4#4 0 W i�N (7900 M Address r2 Z T SC voom Ave top Telephone '5oZ - 3G4- 6414 'h Permit R .quest 14EW -Trh?e£. SE4504 ROOM . MUD 1200M FOyC2 . A N Rom " Exr ITC RE40-00— r«AI DOORS Atin W a�-IOovis Square feet: 1st floor: existing proposed $ 2nd floor: existing -7$0 proposed Total new g� Zoning District Flood Plain Groundwater Overlay Project Valuation 125 0 Q Q. OCConstruction Type WOOS Lot Size Grandfathered: Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure 115 'IRS - Historic House: ❑Yes )I No On Old King's Highway: ❑Yes No Basement Type: V Full ❑ Crawl )A Walkout ❑ Other Basement Finished Area(sq.ft.) --®"' Basement Unfinished Area (sq.ft) �780 Number of Baths: Full: existing 1 new Half: existing I new -� Number of Bedrooms: '� existing' "new Total Room Count (not including baths): existing 5% new '� First Floor Room Count Heat Type and Fuel: ;d Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes A No Fireplaces: Existing -*- New Existing wood/coal stove: p Yes ,)k No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new ',size_ Attached garage: ❑existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: ,a Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes No If yes, site plan review# Current Use S W fi L4 FAM t L`( R6S 104AEProposed Use SSA'!C } APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name "ArRIC Telephone Number Soo - -J fP4 ` &y4 q Address G I 40MI'STFA-0 L-0 License # C I ZZZ �(Ql2 MOUT;1 FOR- I MA 02,(o'7 S Home Improvement Contractor# Sy 3 15 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO A LL)ap VVAS TT., SIGNATURE DATE 3 72O 1 y.. FOR'OFFICIAL USE ONLY APPLICATION# r DATElSSUED MAP/PARCEL N0. ,. y k ADDRESS r _ VILLAGE OWNER <, DATE OF INSPECTION: FOUNDATION So 0 31xhl ',• - d �- FRAME P k6 e-1 Als pf—. Nli INSULATION FIREPLACE ' ELECTRICAL: ROUGH Lam: FINAL' y r q PLUMBING: ROUGH FINAL z •; V u GAS: ROUGH FINAL--- FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. 7s t The Cornmonivealth ofMassacligsetts Department oflndustrial,iccidents Office of Investigations 600 Washington Street Buston,Mt! 02111' www.mass.gov/dia ' Workers' Compensation Insurance A#davit: Builders/Coiitractors/Electricians/Plumbers Applicant Information ,, .Please Print Legibly Name(Business/O nrganintion/Individual): H A`F'K G RE N( E9, NC A Arms: 1� 1 City/State/Zip: �(A204M�1'4 PDeT 04 Phone.#: 5c)8 - 3 Co`f 7-6 Are you an employer? Check the appropriate box:, :Type of project(required):, 11-1 1 am a employer with 4. ❑ 1 am a general contractor and I * : have hired the sub-contractors 6. ❑New construction , employees(full�d/or part-time). 7 Remodeling 2:❑ 1 am a'sole proprietor or partner- listed on the'attached sheet ship and have no employees These sub-contractors have g• []Demolition er oployee� and have workers' workin for me in any capacity, 9. Building addition g • comp,insurance.$' [No workers comp,insurance 10,[]•Electrical repairs or additions required.] 5. We are a corporation and its p , 3.[] 1 am a homeowner doing all work . officers have exercised their 11.[1 Plumbing repairs or additions ' myself,[No workers'comp. right of exemption per MGL 12.9 Roof repairs insurance.required.]t c. 152,'§1(4), and we have no _�T employees. [No workers 13.❑Other '�f{ 04IVQ comp,insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, f Homeowoers,whdsubnutthis affidavit indicating they are doing all work and tlien hire outside contractors mutt submit anew affidavit indicating such. . tContractors that check this box must attached in additional sheet showing the name of the hub-contractors and state whether ornot those entities have employees. If the sub-contractors have employoas,theymust provide their workers'comp.poBdy number, ,r arri an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site' Information. Insurance CompanyNaYme; Policy#or.Self-ins.Lic,#: c Expiration Date; ~ City/State zip: lob Site Address: • Attach a copy of the workers compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage a&required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK,ORDER and a fine of up to$250.00 a day against thq violator.•Be advised that a copy of this statement maybe forwarded to the-Office of' Investizations of the j7IA for insuragoo coverage verification. I do hereby certify under thX'al nd penalties of perjury that the Information provided above Is true and correct. Si afore: Date; L;,L O 2A10. Phone 4 3(Pq — G Vc? Y Official use only. Do not write 1n ihls area, to be completed by clay or town official. City. or Town: ' permit/License# Issuing Authority(eirele one): .1.Board of Health_ 2.BuildingDepartment 3, City/Town CIerk 4.Electrical Inspector S.Plumbing Inspector 6. Other Contact Person: Phone#: __ i �p*SHE r, Town of Bat nstable Regulatory Services RNSTABz,°AM M$ i Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.to wn.b arnsta b l e.m a.us' Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section k If Using,A Builder I, S c-0- r- D O L E S H , as Owrier of the subject property hereby authorize 1`qA R K Q�R E N I e P, to act on my behalf, in all matters relative to work authorized bythis building permit application for: 'SZ-7 5c.6 DO ER AVE HYA-►OJ1 S PORT' (Address.of Job) gnature of Owne Date SG.OG I Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. . n•cnon,f C•(1lxlAIG RCFAAA T.CC 1(lN '�-'^ ��'` R 01 Town of Barnstable OF THE t, Regulatory Services o sAxtasrAHLE Thomas F.Geller,Director MAss. ... 9� 1639. ,.� Building bivision prED �a Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwfy.town.barnstable.ma.us . Office: 508-862-4038 Fax: 508=790-6230 . HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 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 xlicense,provided that&"owner acts as supervisor. DEFINITION OF HOMEOWNER y n ,4`' Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed.under the building permit.-(Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner'certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall 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 txemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q. Rules&Rcgulations 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 licenscd iSupervisor. 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, i that the homeowner ccrtify 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 fomr/certification for use in your community. • i (1•fnrmc•hn.+...vrmnt I ,. ,..a t,<y,J •:.x.ic, :.} ,�: "i`,t!� ;k.ss:":. k..::y ry S.. a51+`. r.:... ,..Y k'x f J w s+r 'fin rt'' -t Yrya �is x r t y F {� x• _ ° PX. S r3darrr rd1. : f s Sr „}x!'z`ih'..� -:x, '.�:i.. .. 3.. ±# _ # �!fi( ®7daL" ii�`,y xf'f 5+r i.r'va'�.�. yk � a.. �'. C`� r' :. + }>;t` �`4'�✓ ,r M;, t -4v. 0 6 .3 `t, t So- ' .r. 6r L �� .. Yy, ', s �t' 3"""a �S k „.d `�,•. ,:�x r 7.;E't'�' t. h +.� -;+6 c+� a gtn ,q,i.:. q. 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BO&r 't0 Ulg a tld s`u �.St& �: VD y .e 7 �` ,} a• $ +' s �s s; x Y 3 f — 't,.° ° *S tei x"r5-' `v"3 •� y r- -.w • -j ,�: .{!... 3>+a7' K'�'�t'r- - Ji'+, , Y�"t Y„rh,al: b: •---, I ' ut+�. '., ED4`5�M3.1i.;�k :-N-x fir',4�''4 K�4•a..Yd RCS; +T �' R„". ,,''. .,;, -R : �f°=r� v,'x ,'M OME iMPRQVEEN i CONTRACTOR ,X .' � .. r ' !F t t w' �5'#ai' ,� G s.}-'� ,£y p eRct#Ti.�..^r .'r , x : ,-" i +4 q .:o •#"- y+b tiF v 1s,�c""•a - 41 ae„ , i Ei ��Ss. �+e}q 1.�E '.e i, x Reglstra 15431`5 z� „ ' i .s'< a x : 4 5c a ,, na _ '!t�"rat', �:$ »� '+ a.r,'�.- t' a a - ° Y� x ,,M �EX /?011. ,Jr#�27>,.6 ; ,, ; ; F c F f k - I ',. ,�`' r�.., ora ion�� r� : t a Y, ";� }t 'S r t,'I'ttF ink .z.+"''t c �eax °F x't'.L, y arc,?"J rr r ... `b �a: t x= x " i �,i ?e $° i ^ �': '�'a� .s %a c : r r'.,- a t i i a ° vr �� a �t,. a : 4, v �s ,! r rye ati t sr r f.; a r z -`n p t c r.. S .n •L r u°,k t hr,� .,` ..,2` i'r`t9 a't'. t+. kr,. �x. J`,': x4-r L _ ,ct t� y� r MARK GREBIER „. a a r h r >, r S �} .. 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Board of Building Rc.rul.►tionti and St.►ndacds Construction Supervisor` License -; - License: :CS 91222 l4 MARK R bK&lER 6.1.HOMESTEAD LANE YARMOUTHOd.0 MA 02675 r Eicpiration: 10/8/2612 ni liner Tr#:`4725 I at ure;to possess a current edition(if the } h Massachu set tt. tate Building Code r►s cppause fo revocat►on of this license. Refer to WWW.Mi> s.Gov/I)PS 0 s ..1 O$HA 001664937 U.S.Oepartmenf.of Labor ,'Occupational Safety and Health-Administration sta..a MARK GRE'NIER successfully completed'a 1_ hour QccupationaI Safety and Health 1 Training Course_in Gon*tj&von_�afeti Wealth r- led 3•/34? (Trams mnej " (Date) B 'OSHA rccommends.Oulreach Training courses as'an orientation to occupational safer and healthlor workers:Participation Is volunta.ry.Workers must receire additional training ortspeciftc haiards of tbeiryob.This•caurse iomplelion card does not expire.. � ... � ,fit � � "�• 1.. . 4,%4Y 2 R r e 's m F' _information see our web site at www ostia.govtootreach.himl For further ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application# Health Division Date Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project1Stre&t Addre J� 7 c- Village +Owner_ c�Fm� Address Telephone�Rs� Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new, Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type + Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. 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: existing new Half: existing new Number 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 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) `J c a N amen Gelep no eh Numbe Address ��-J Y,-/� ��`��2,-� /WI Licens—e •l Home Improvement Contractor# Worker's Compensation # tA_1 e, SDd 1¢7 3301)LOW ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO , AfdAf SIGNATURE_ ::1=' `_ DATE-- E � \ ^ FOR OFFICIAL USE ONLY . } ` . • APPLICATION* ! . DATE ISSUED { MAP/PARCELNO • } / ADDRESS VILLAGE } OWNER ! DATE OF INSPECTION: / FOUNDATION } FRAME } � ƒ INSULATION . \ FIREPLACE \ } \ ELECTRICAL: ROUGH FINAL - ) / PLUMBING: ROUGH FINAL } GAS: ROUGH FINAL \ . , ƒ FINAL BUILDING . , - / � ! . ? DATE CLOSED OUT - ASSOCIATION NO. . / . . . . : } i . 3 I The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le 'bl r ' Name (Business/Oro nization/IndividuaI): le Address: r I City/State/Zip: ` Phone : -3 70t Veou an employer?Check the appropriate boxF6. T[];>ew oject(required):am a employer with " 4. ❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors construction 2.❑ 1 am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers' comp, insurance comp,insurance.t 9• ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doingall work ' officers have exercised their 11.El Plumbing repairs or additions myself. [No workers' comp, right of exemption per MGL 12.❑Roof repairs insurance required.]t - c. 152, §1(4),and we have no employees. [No workers' 13.❑Other&M�S comp,insurance required.] Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information, t Homeowner;who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. xContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers compensation insurance for my employees. Below is the policy and job site information. In Insurance Company Name: lid Policy#or Self-ins.Lic.#: 141(°,!'i , fob 024 Expiration Date:- 9/!1 Job Site Address: 's ac,Q l'ar tive xpirati �' City/State/Zip: // Attach a copy of the workers' compensation policy declaration page(showing the policy num er and eon date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby fy under thepains andpenalties ofperjury that the information provided above is true and correct Signature. Date:q4t .N,) rOther , e only. Do not write in this area, to be completed by city or town official wn:. Permit/License# thority(circle one): f Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector rson: Phone#: �I"E'��,, Town of Barnstable ; Regulatory Services �xrtsTesus. : MAea g Thomas F. Geiler,Director 039. �0 o ► Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 50$-790-623 0 Property Owner Must Complete and Sign This Section E If Using A Builder as Owner of the subject property .. hereby authorize %�►��l R K 1 to act on my behalf; in all matters relative to work authorized by this building permit So� OAG�rat Cam/ /��lG Y �ti lei f oP� 0W14 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. ature of er Signature of plicant / V "AFC/ Pont Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS , THE ' Town of Barnstable Regulatory Services BnxxnsrX : Thomas F.Geiler,Director 0 39. p•�� 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: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code t 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. j" 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 procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official - —. �, \a 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. Q:forms:homeexempt r THE Towh of Barnstable Regulatory Services 9BAMASS '� Thomas F. Geiler, Director �'Drfora 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 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, Construction Supervisor License # ytf 33 , hereby certify that I have assumed Fresponsibility for the project under. construction, as authorized by building permit# Q01 1 66 49� issued to (propertyaddress 5d S on a j 5, 201 w The following documents are:attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor.registration (if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) f ' be � ' LICEN OLDER DATE q/forms/newcontrb rev:1 10410 Bo;u d of Builtlut Rc;;ulation�y.tod Stan'tl a d� Construction Supervisor License'..'*,.,K � '•�' L>cPnse C��S 4833✓?"; � y ; w .� Restricted to ,1 G 7 % MICHAELJ DANGELO "r 105 HORSESHOE LANE CENTERVILLE, MA 02632 �--L- -y/ Expiration: 1/22/2012 ;. ('unuuisiuner - Tr#. 15301 GL� r6 o � onsu er' rc u�rteua Ycu� License or reg��tratwn�aI d for`mc�wtdut use only �ORiE`h7PRC?VEi4�EN i CGNTRAC7012reiore;te ext a ziosi�3at� If fopnd return to S' " Eq f a. '4eyistration s3 12977 "_ r Tgjik: �ffiee of Ccnsuinr Affaii•s.and Business Regulatwn Expiration 5/7 ;Q13 inaividusl- k j 10 Park Plaza-;S ite;51"70 •. . I Boston:MA 02116 EL J DANGFLff ( MICHAEL DANGELO � I i 105 HORSESHOE CENTERVILLE, MA 02632 7_a" Undersecretary Not.vatid w out Signature " • v .. DATE ..,. DTM CERTIFICATE OF LIABILITY INSURANCE 02/09/2011� THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ig&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR ncy ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. lyannough Rd., PO Box 1990'' Hyannis, MA 02001 . INSURERS AFFORDING COVERAGE NAIC# INSURED - INSURER A: Associated Employers Insurance Michael J.Dangelo Building INSURER B: &Remodeling, Inc. INSURER C: 105 Horseshoe Lane INSURER D: Centerville, MA 02632 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POL!CY EXPIRATION LIMITS LTR IN SR D GENERAL LIABILITY EACH OCCURRENCE $ COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED $ CLAIMS MADE Fl OCCUR MED EXP(Any one person) $ PERSONAL&ADV INJURY $ - GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ ElPOLICY PRO-JECT El LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO '(Ea accident) $ ALL OWNED AUTOS BODILY INJURY (Per person) ,SCHEDULED AUTOS $ HIRED AUTOS - - BODILY INJURY - - (Per accident) $ NON-OWNED AUTOS � - - PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY - AUTO ONLY-EA ACCIDENT $ ANY AUTO - OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ $ DEDUCTIBLE $ RETENTION $ $ A WORKERS COMPENSATION AND WCC5006733012010 12/19/10 12/19/11 X WC ST", orH- l 1 ER _ EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1 OOODO OFFICER/MEMBER EXCLUDED? YES E.L.DISEASE-EA EMPLOYEE $100,000 If yes,describe under SPECIAL PROVISIONS below - E.L.DISEASE-POLICY LIMIT $500,000 OTHER - , DESCRIPTION OF OPERATIONS I LOCATIONS?VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS Michael and Debra D'Angelo are excluded from the workers compensation policy. Insurance coverage is limited to the terms, conditions,exclusions, other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived, or extended the coverage provided by the policy provisions., CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 1 n DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED'R PRESENTATIVE ACORN _ ,__:..__, _ „_. .-1561M75736 LS1 O ACORD CORPORATION 1981 I _ 1 MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comcast.net December 6,2011 Town of Barnstable Building DepartmentV --� 200 Main St. M"'"'` ' Hyannis,MA 02601 , Attention: Mr.Thomas Perry and Mr.Paul Roma - Building Commissioner and Building Inspector RE: Proposed Modifications to Dolesh Residence 527 Scudder Ave.,Hyannisport,MA ; Dear Mr.Perry and Mr.Roma, Please be advised that the following items in your November 18,2011 correspondence are addressed: 1. Note that the Sunroom/Deck Beam,2-2x10 PT,is adequate for 8.5' continuous spans. 2. Note that the Front RHS Deck edge beam,PT 2-2 x 10,with 11.5' span will be reduced using PT knees, with a maximum span of 8.5'. 3. The rear span of 0 floor girt may be reduced to 2-2x10 to carry required 152 floor loading only in this area. 4. This same new center beam at the 1 st floor framing level is adequate with a 2' cantilever toward the front; the remaining joists bear on the existing parallel 4x6 fir beam with a 4' end span. 5. Kitchen Ceiling,2nd floor rear room joists were headed off where the chimney was removed. One side has 2-2x8 with LVL Hitched;the rear side has 2-2x8 and will sister a 3`d 2x8 or a ripped 1.75"x 6"LVL. Note that the shear and bearing stresses area adequate with 1-2x8 bearing min. 6. The sill of the new foundation was protected with lead. Note that the building was jacked in order to retrofit the lead around the KD sill. 7 2°d Floor rear sistered 2x8 joists require a single 2x8 bearing on sill for shear and bearing stress acceptance; as-built is acceptable. Note that segmental retaining wall reconstruction work has.commenced,and final design parameters were reviewed as acceptable. The as-built construction is in compliance with the structural loading requirements of 780 CMR. Sincerely, OF�Ss44 ichele Cudilo,P.E. y /2011-154 o MICHELE 4 o� CUDILO Cc: P.Roma,Town of Barnstable Building Dept.,via FAX: 508-790-6230 U No.34774 CnSTRUCTURAL RfiGIS"TEFcO\ TONAL l NG I �pIKE Town of Barnstable Regulatory Services " 's�B` ,K 'E� Thomas F. Geiler,Director s6;q �0 '°rEo�,,orA Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 November 14, 2011 Ms.Michele Cudilo 123 Cottonwood Lane Centerville, MA 02632 , !Re: 527 Scudder Ave., Hyannis,MA 02601)_ Dear Ms. Cudilo, This office has received your report regarding the above referenced address. However,it addresses only some of the concerns raised during the frame inspection of November 4, 2011. Unfortunately, our on site meeting of November 7, 2011 to discuss these issues did not happen. If you are satisfied with the framing, please send a supplemental wet seal letter stating that'. the frame complies with the structural requirements of 780 CMR. If you have any question, please do not hesitate to contact this office. Sincerely, Paul Roma Local Inspector l - I Town of Barnstable Regulatory Services 9B"R"s& Thomas F. Geiler,Director • qj .i67q ♦0 39 Building Division Thomas Perry, CBO Building Commissioner 200 Main Street; Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 .November 18, 2011 Ms.Michele Cudilo 123 Cottonwood Lane " Centerville, MA 02632 cRe: 527 Scudder Ave.,.Hy4nnis,-.MA•-02601,., , Dear Ms. Cudilo, In response to your voice mail today regarding this office's letter of November 14, 2011, the specific areas needing to be addressed are: 1) the girder for the sunroom with a deck above is 2 2x10 with posting 8'6" apart. 2) the deck in front of this sunroom has a 2 2x10 girder with posting of 11'6 apart 3) the three member girder in the basement is reduced to 2 members for the last 2' 4) this same girder is nearly 4'short of the end of the building at the other end 5) the kitchen ceiling has 2x4 that ties a 3'cut in the joist 6) the sill of the new foundation under the work in the front of the house is kd lumber 7) the doubled 2x8 joists do not have bearing on one end Each of these issues was discussed during the preliminary meeting on site. Please confirm with a wet seal that these items are in fact structurally compliant with 780 CMR. The frame inspection cannot be signed off until these questions are resolved. Sincerely, Paul Roma Local Inspector i I MICHELE CUDILO, P.E. Consulting Structural Engineer , 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979-(508)771-7601•Fax(508)771-7163 mcudilo@comcast.net September 9,2011 Scott Dolesh. St.Mark's School 25 Marlborough Rd Southborough,'MA 01772 I. RE: Proposed Modifications I 527 ScudderAve.,Hyannisport,]VIA Dear Mr.Dolesh, Please be'advised of the following items requiring construction,as discussed with you and building d09artment representatives in the field on August 26,2011. I was informed that the building permit is under the 7 edition Massachusetts State Building Code requirements. [See drawing markups following this report.] 1. Building: See Drawing markups SK-1.1 through SK-1.6 and SK-2.1 and SK-2.2. Additional/summary items: ---- --- - -- -1-—No jacks at-window at exterior wall;--;provide-double-studs-below to-foundation- 2. Straps at atrium wall MID-height plates: Simpson LSTA15 centered,nailed to plates and studs 3. ,Dining Room openings w/.SINGLE JACK studs AT>3'HEADER ENDS: USE STL SHIM OR Simpson HEADER CAPS 4. Bearing wall to ridge: add Simpson H4 to rafter ends at top of rafter to bearing wall. 5. Hall Center Wall for joist bearing: add blocking 6. Blocking below Kitchen Island not installed yet 7. 2"d Floor Beam: Post Down through fast floor to be above basement bearing wall 8. General: Add fiffl--6.gam width studs below beam bearing ends;fill all hanger nail holes per in*.req'ts. 2. Decks: See drawing markups SK's;additionaUsummary items: 1. Add Ledgerlok to reinforce existing ledger bolted connection: min.2@12"o/c w/min.2"wood edge distance; 2. Add Simpson HD-series to existing ABU46Z for posts off center of footing by more than 2";5/8"dia. expansion anchor x 4"embedment required. 3. Exist.sonotube between retaining walls: bolt framing to piers,remove and replace existing failed retaining walls with reinforced concrete block retaining walls(horizontal truss type reinforcement,at each course and Z ' #5 @ 16"o/c vertical dowelled into footings by 4"min.4'.below grade)or segmental!r�etatning walls with_ exposed height 4'max.(regrade for this max.height),per SK-1.6. i'. Please call for final review.of the above corrected conditions in the field for final observatnon.-'It is recommended that an interim site meeting review occur prior to final review. '' A%j OF 11-154 0`� MICHELE cy� cc: P.Roma,Town of Barnstable Building Dept.,via FAX: 508-790-6230 o CU61LO a L) No!34774 -' STRUCTURAL y SN OF A:A �c tiG trr ro MICHELE a --+ CUDILO a =" O No.34774 w rr var r STRUCTURAL r I '• lli I � I ' TYp.•NEW BIG FM A ¢ r W/1rD.-PIER VERW/(2I (NEW DECK ABOVE)UNE liI I •tr: I tm ar •! I n I - --- ---- _--------_ ._. . --- -- _- ; • .—---------•-----— rat � Il � t EMT.GRADE HT.i w -- FON.WALL:.FM q I .- tl 1. ASSUMED o ® oasT.GRADE HT ait S ill W g}q( �n+ Bj peST.DASEMENT i (NEW THREE SON j I e. ROOM ABO E) ; e�i �;,t l •I O V � TYPICAL• II S NEW 30'Xea•X12D' t I. 'I' CONO.FI'GS.as ; d� I i� ill ' — i�oSrC1 & j. I w ENT.BASEMENT A i l • 1. —A = Em.FULL Hr. 111 4 tQ :' FDN:WALL- ;t Bali (NEW DE K ABOVE •- I ASSUMED EW ¢ R OM ABOVE —.___ 4 �,.✓ '' —,,—_ -- — — Q I -:MUD - ----------—, O l j (E)W.FIRST FLOOR ABOVE) t i I t N F{ i f I TYP-NEWBIGFOOTFT'GGs I EXIST-Uv.p"_p)Lo(•A NA PORCH i WI 1r0:-pIEfl WI R1 s4 VpHT. I Q ) IAN1' .--W i"air Xrwtvl-- I�• ll' '�-••_b I 1 _ y�. •T" ;�,r. O1iawsvvrWl. •• WNlvt�mtw l _' -s -` - --T--- I l~`w .eovc ' l (NEW ENTRY, ;- lABDVE)- ra r I •-�i'• T.r •••� p.lp r i I.•. r Ir �� tp as ro N'•P . FOUNDA.TION PLAN - ts�� POST C-t71�{f r � tr1 .S�9N I �2�Drl_c. -Tl'a�S: MICHELE CUDILO, Consulting Structural Engineer 123 Cottonwood Lone, Centerville. Massachusetts U26J2 Drawn By: MC Date: o le3 % tf Drawing _..._�2� vflD )zV u FaKT, f"1� -_ cola: AS NOTED Rev. 0 — Su- {� File Noma:DcLg.SHProject No.: 1 N OF MA 41.E p� MICHELE G�� u A1,C•RNCf\5:z IL ';a 0 34774 gT U IiAt l I• I - _I :r__ - - -t - - - - "P `I � � Y..• 1�N P.T 2X T. t fle j v 77:✓•, ;' I p . 1 P. YX 06 Is, .0 C. I I � f I T8 1 v LA I F (5 I . �° L y• ? A i Y, YIIi � /�Ll 6 P��+ F�IG 1 �-' '� i'•.rr�'�"-� '�� •(G'�2�r �?��? ;�' _. X I I to•'`�z_- ,� ,J� .° P.T.M2XW P.T. M2X70 54 _---- . ' ''••- -. AGDNflWP.LBwI PLGLB BA.,,�,•.•.•. Ma gg,,pJPA9T1- T$, p I b I I •r •�OORFRpIdING BOVETOflEµA1N D (REP aahJncE •l,d} REO) 1 b a I• � EM ERS ns REQUI 1 4 WIy1'><P I/l VIL '• OIIW P.7.➢Y/p - S 343i[v3'982 '3'a'� , ir+ �t-- In: -1 -- j - --- I1 ri Ya 6• !fJ - FIRST FLOOR FRAMING PLAN iYtNfNt Wt-U� �4 6CALE'1l4" =1'-D" � fl �p,Etz OrL ZC MICHELE CUDIL01, P• •eer . Consultln s Lane Centerville, IAassochusetts 02632 I23 Cottonwood , Date: / it D r awin g Drawn By: MC J _ • sC U I1 61 . Scale: AS NOTED RBA D s - -- -�� l 5 I O'K'T I ' He Name: Project No.: i �` DECK YO SHOWER f SUp(RoOr'1_ , YAU-' erWnw I I ' Iflyd IEN ' LAUNDW I LAV. ®4 1 r.�r •6II A OM NI. NI• TMREE SEASON BOOM w. e.uwe Nod, I� WL D TW•,7-1� 'g d 3Tt-,I�x3x 1p: uYl 1�F Au` +IWWR-fl PANTRY r* wrtxr rO.v; Im � I ' --'----- •#'� N I DECKW k• BA CONY ABOVE 3 IJViN0R00M-- Blli r , ---i TV i 1F. . �. W NAM a I I 1 Q 1/ , •�"` 3 PLAY AREA DEN ' 1 CONE RED 0x , ram r.xr ❑0"I Q FOYERPARP . OF SS4 ra •za n` - -----'- -'�sw ra ra• r•iav. y� .. C,i, rz r or O2 MICHELE GN � CUDILO D 0 No.34774 FIRST FLOOR PLAN- STRUCTURA SJQNAL G / pr .zTZocGS. rtv--- +Q MICHELE CUDILO, P:2. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Mossochusetts 02532 �z-7 ScUflD - Drown By: MC Date: i l u, Drawing :HTAAi 15 FOK- N� V Scale: AS NOTED Rev. O — S %1 I File Nome: Project No.: Sl sfi tN OF M4 a 2� MICNELE ti G u Gu, ' CUOILO a lT7�c-Cf'r�5t(.uCxl�n W�1'1= O No.34774 EnEn �,ert�R C� Stl tr�t4nl(, I u C oT!f{J$ Peg-S le- TRUCTURAL MASTER BED ROOM ,'• _ __ _ _ I(0)WAX.ECG BATH , (VAUETED CEILINO',, - -1- = - El BATH BED ROOM - .. . HALL .. ............ ua BED ROOMrV ....p — BED ROOM _... ._._.......... . 77.77;.. ;. •4•' s•i., 7•'• _Ltd". 'T"^".'."'T"..l'^ '.'. i:,��.r�?'.-'�.. S:•.I T a:L 17. SECOND FLOOR Pt AN 1 -�rs� -ro s�� - •• s s�►rur V �y,��lt.5 Sefl�-thlC{ 'j'a-�ooF % 1JQ� SNP Col�t1.��1-p �lh`I`��1��i �Ar1G Lt `I fl Z Zx �./ rp TCA;T7 MICHELE CUDILO, P.E. Consulting Structural Ehgineer i 123 Cettonwood Lane, Centerville. Massachusetts 02632 Drawn By: MC Dote: 01/5% tt Drawing -_:Scala: AS NOTED Rev. 0 - S VV il'—�� File Name:DouesH Project No.: yG 1 f o=� MICMEI.E �� CUDILO No,34774 N i STRUCTURAL fbAtn FRnrnE �rY�-Ti $ t GYc 1 z �jl�i'I ALA-- REQIStEP� oop SW1 Rr fd af%T 4L%. 4*g-CI- e • - _ � � rATglAi�50:RipEWw --- ,�►s - AL- --------------------------------- _ 1 14 �Dr ALL- EwsTIZROOF ' j5 D : sic- 1 1 SCREEN PORCHCRPA TOEXISTING ROOF1 im pA&YgAT NOO84 1 _. I � 1 � ' I lEN ]1 Wfl ' O 11 �era• YO. �1 I E%ISTINO ROOF• i ,� iirml`um-TAa�.g,W e�i�r T 17c t. RAWHAMBOWMEFOWM &nMM MTAl5W/PIM1MM _ EXIMNe ROOF I NEW ROOF I . j NEW r f- od 1 I --- i O OOSRNaROOF i .I • T 7P .e 1 I 1 I wTa Aueors,ro�,euuos . o aivawaETAtstgom7wn t DSD w��' Z �R �uc� , TT,". - . .. NAT71AUBOIWraYE1MN164` . - aTaali BerAu,W aosr.a ROOF FRANNNG:PLAN Au— PAwDc_--T; rltnlc� /µ�rGr (L) �tM� (Dwam-e- v3D rLow— wAc.(-s Poe, I` t( . T(orl5 -- ►a :. MICHELE CUDIto, P.E. Consultinq Structural Engineer 123 ttonwo lane, CBnterVille. Massachusetts 02632 Drown By: MC Date: o /S Drawing 1 " r 5 p06-TI. 11-A Scale: AS NOTED Rev. 0 —�`File Name Project No.:; i rrrCO -) c vWALZ- ip , 4y 41a � I i �o51TiV� _. �GOr'l�A LT �TR�� FILL V/ C-RQM P-b -AV k- (6v4rA 4_T�,b f Ate► A-Tbje -f, \k/ALES > 4 ' � 'e I( tkT Lge0 6lle C_160r1 -ouat z—ga {-i-5 TOS i-r-100-ev 1 4 G0V.K-5'%-- (s) F-V(t- IMxeOjvtl Skr�A sySH OF 16�qS MICHELE yG CUDILO m o No.34774 y w STRUCTURAL • '�c:sre�° RETAINING WALL(S) @`WALKOUT BASEMENT GENERAL NOTES AND MATERIAL SPECIFICATIONSu 1. For site location and grading information, see the "Site Plan", design by others. 2. Provide sufficient temporary bracing and shoring to permit the safe installation and completion of all work without damage to property, house on abutting lots, and without jeopardizing the safety of any person(s). 3. SEGMENTAL PARAMETERS SHOWN. FOR TECHO—BLOC. 4% to 7% Backslope required by manufacturer. b 4. Place ackfill soil behind wall WITH .POSITIVE PITCH USING A SWALE AS REQUIRED. usina. medluii sand. I' /1061F cC*77095 rta.• MICHELE. CUDILO, P.E. f Consulting Structural Engineer 1 123 WROnwood Lone, Centerville, Mossochusetts 02632 cuflD�- A Drawn By: MC Dote: /' Drawing T +1YA-M I S p06LT, i-i- Scale: AS NOTED Rev. 0 _ S Il—1,(� File Name: Project No.: I .. Full Height Studs. Full height studs shall meet the same requirements as exterior wall studs Double Top Plate selected in Table 5 (See age 12).The minimum number o 11 height studs at C s Z 2 @ i Plate Uplift trap_ I OTC each a of the header shall not be less �► Refer oTable 7 or than half the number of studs replaced is or ts> by the opening,in accordance with Tabl e 9.FUII height studs shall be permitted to TDouble Headerr j replace an equivalent number of jack SI�P� GS 22 studs,when adequate gravity connections Full Jack Stud �. ! Height `� Header Uplift Strap are provided. t Stud Window SIII Plate Refer to Table 9 =� Window Sill Plates.Maximum spans fJ window sill plates used in exterior walls sliwl -� not exceed the spans given in Table 9. StraD�� oundation i Connections around Wall Openings. jI " Header and/or Girder to Stud I (D Connections. Headers and/or girder[o` ji Nr. stud connections shall be in accordance` �FZYL.J �,o tst Bottom Plate with the requirements'given in Table 9. L. Window sill plate to-stud connections shall be in accordance with the 1' requirements given in Table 9. Top and Bottom Plate to Full Height Figure 17. S ds and Headers Openings _ Studs. Each full height stud shall N f IF U5 �S�D be connected in accordance with the ST 9-A-'P5 requirements given in Table'9. l ! ��E S r-F-I P TI v(EL. "'e S vim►U Ed T Table g. Wall Openings-Headers in adbelaring Wails J a- G #, M ¢'�.•'L{�.A :1 :I• }. :1 =.,-W S Header Span(M) ; F, ;t;V14 ul Iber.of I Uplift(lb.) Lateral(lb.) 'x t er;Tt U11-Height Studs f{ i Yt...•�.fia: - 2 2-2x4 1. t 277 ' 132 3 2-2x,4 416 -------198 ---- j *->---i-------_— __- �� -- -i 4 - 2...2x4 554 264 5 2--2x4 $ • -1 693 330 ' 6 2-2x6 -- 3-_-_ t -831. 396 7 2-.2x8, .-3 —(. 970 y- - --- 462^-- 8 2-2x12 3 - ` 1,108 _ -- ----528 9 3-2x10 _�.:.__. __3 1,247 594 10 3-2xl2 4- ,- - 1,385 660 11 .4-2x10 4 1,524 726 GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS I 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,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_"o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.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 psf Sleeping Floor=30 psf Decks and Balconies=60 psf i Wind Load: Criteria used for 110 MPH Exposure B.unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: U360 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,E=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,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min. 1.9E ES with Fb=2900 psi,E=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: U480 Live Load;.U360 Total Load - - -2:-Optional:--Provide-sho drawing-submittal-of-en ineered-lumbers stems-foraPProyal riorto-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; Rafter to Ridge Plate: Collar ties min. lx6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: SimpsonH2.5A C. Band Joist: Simpson straps at 48'.o/c: CS-I4R-50.5"centered at band joist 6.Bolts: Bolts in wood framing shall be standard'machine bolts unless noted otherwise.Bolt holes in wood shall.be.1/32"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 he solid blocking,2x minimum,and full depth of member. b.Stud Walls:provide blocking at V-0"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 24d toenails ea.side ' Blocking Between Studs 2-I0d toenails ea.end,or 246d end-nails ea.End --�d. New Framing:Provide.2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;a � �-- plywood edges to this blocking T"OFMq 8.Nailing Schedule: All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. �° MICHELE s� Multiple Studs 16d @ 12"staggered o CUOILO m a.All nails shall be common wire nails. U No•34774 w b.Sub-bore where;nails tend to split wood. STIiUCTUR j,L 9. Headers less than 4'4',use 2-20;all others per MA State Building Code Table 5502:5 )and(2). MICHE C IL s'" �u Consulting Structural Engineer 123 Cottonwood Lane, centervive. Masswhuseta i 02632 5 Drawn By: MC Dote: i i Drawing _ Scale: AS NOTED Rev. 0 SI' �1 File Name: ' p(_� Project No.: l SK - 2 b VVl Ih b:1 AJI+tl:I kAl IU USEU WI1H CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING * i )UTSIDE ELEVATION SIDE ELEVATION j - --- ----= Extent of header(two braced wall segments) ' �—Extent of header (one braced wall segment)— ..�_.._.. .-•�'� ! - , :y:;ids �q _T__._ i Pony I ,, , Min. 1,000Ib Braced wall segment t "'a f}}', <:') I i}s .w ;.r tension strap. wolf o per IRC Table R602.10.4 {• Stropshall be Y h .:, -eight!' g centered at T •':r: ., ; - �' _ a. '° y<'4� �:-► Y_ bottom of - j ;. , . j �•. •��• �� att,�� . .:,,. header. a,+, . t ''`>''i�€u;�s�'.'.•�;.# ':. . ... .':„i'+`. .'� °'�"�'v�iYd•,a�,�a�`� to •t •- �.: 11 ,r 2'to 18' (finished opening width) � 1'aat �€ cat 1 bd sinker is l�,)'i kX�'N'YA b<< o - F, rw• ,. 4�:•,.:,. . Fr �ti1 t ,1., .-;' nails (0.148" s , •: N' Fasten sheathingto header with 8.d common '<':::rE:. 4 n p �• '�EF.�f�1i.y. �s 'r:�,.aNj c x 3-1/4'' In nails(0.131n x 2-1/2 in 3 rid attern as shown � r � ;a,a'1' u :4 and-Y o.c.in all framing(studs and sills)typ. . i 2. rows Q 3 O.C. Header shall be.fastened to the king stud 1 ' 1 1 1 „ „ :••'9'siY�s d L it 1 .�,Ir« ` with 4-16d sinker nails(0.148 x 3-1/4 ) � :�H � � ~I �;,,� {.{a Wood strut= >.Ib. t tural panet� Minimum 1,0.00 lb strap shall be 10' 'el centered at bottom of header and installed r= must be • ,, continuous max. I c +�!, on backside as shown on side elevation cs' ,. , .>� ;:., e,+K`�,5 ''� from to of height P g `= ',}s��61 Fora panel splice if needed), • :I r� __�` wall to bottom panel edges shall be blocked and :t * •t of wall, or '•l a ,1 �c:<� �� ,:,f from to of occur within middle 24 of wall height � � ;� � 1 F•, P a ,.,:I t;. 4,•r�F �H ;� wall to tt , Wood structural panel strength axis a { �.r, �, t{N ermitted P ice area Min. number of studs shown ._ ; •,�� , : +, •o, 7/16 min. Min. length based 6:1 aspect ratio. I•,. ,., 9 P ,••i "1•i p " 1 thickness i �! For example: min. for 8 height. wood structural panel Anchor bolt per IRC Table R403.1.6 typ. sheathing Min. 2"x2"x3/16" plate washer No. of jack studs per IRC Table R502.5(1&2) ee Table 1 Not to scale OVER CONCRETE OR MASONRY BLOCK FOUNDATION Foe— 5 'I*rs, 14'141t-i4 q I P�`ex.k.t Cf --C s(>` Form No. J740■ C 2008 APA-The Engineered Wood Association ■www.o MICHELE CUDILO, P.E. kcib&lCwve45 -1-6 Consulting Structural Engineer 123 Cottonwood Lane, Cententlle. Mossochuestbs 02632 27 ;eAoi>eTz, Are;. Drawn By: MC Date: q/!?_/ tLDrawing tale: AS NOTED Rev. 0 File Name: Project No.: _ T�-t= (�1 VcLV l ► I 777(-S P2L CcT,_ SA ,C o 1 l A y 6-uS i TNC PCec_ 1-fIga9� ro of -r6-b V- cj�5 o%f fj U6--US'T !S7 'ololl sa t'7�-2 E LE7�TJE S&Z AND I 7F No T ( t tE-D 'TN IS C) 6;:- TH47r r� M r✓Ra 0 _ _Tl MES 'Ti'+4 7- N E tJ4s r= �A MS P 6:7 LTID 7 N C-A-L-L-C—b a tY 0 T—, r B o 2- N a-r� . H w S _ 2�S a Fl .5 f Q L-� :::';n o o2rc OFTMEr Town of Barnstable Regulatory Services snxxsrABLE, ye MASS. g, Thomas F. Geiler,Director �op i639• �� rfowwy°' Building Division Tom Perry,Building.Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790=623 0 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT H22 Gr2 Construction Supervistr License Lcl ' J # 2.22. , hereby certify that I am no longer-the Construction Supervisor listed BIOME 0A "a"FW. tsg3i5 on the application for the protect under construction as authorized by building permit �. . # , issued to (property address) q 27 15GUD3qZ kyE 44/ Zol [ p0sq'S on i=•E13 IS ; 2011 : I also certify that on o L 2 , 201�, I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. Q k �3 2o11 LICENKE HOLDER DATE q/forms/newcontr reference R-5 780 CMR rev:110410 THE Town of Barnstable �pF Tp�� y� o„ Regulatory Services t MMSTABL i Thomas F. Geiler, Director MASS. 1 `0$ Building Division QED MA'S A Tom Perry, Building Commissioner 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 INSPECTIONS RESIDENTIAL ADDITIONS AND REMODELING ❖ Foundation: if on sonotubes -before pouring to check depth ❖ Foundation Inspection: after waterproof, prior to back filling ❖ Sheathing inspection: before exterior coverings ❖ Frame Inspection: after inspection of rough plumbing, gas, and rough wire (before insulating). ❖ Insulation Inspection Fireplace Inspection, if applicable Final Gas, Plumbing and Electrical •'• Final Inspection • DOCKS Final Inspection SHEDS AND DECKS Footings to required depth,before pouring Final Inspection POOLS ❖ 4'0" fence with self-closing gate 2 Electrical bonding inspections;a steel bond and a patio bond ❖ Rough gas (if heated) ❖ Foundation/footing or steel inspection ❖ Final Inspection Electrical ❖ Final gas (if heated) ❖ If heated an Insulated pool cover inspection is required Final Pool inspection 1. COMMERCIAL—NEW Foundation Inspection: after waterproofed,prior to back filling Frame Inspection: after rough plumbing and gas, rough wire and before insulation Insulation Inspection Fireplace Inspection, if applicable COMMERCIAL ADDITION Foundation Inspection: after waterproofed,prior to back filling Frame Inspection: after rough plumbing and gas, rough wire and before insulation •3 Insulation Inspection: foam all through penetration Fireplace Inspection, if applicable s• Final Inspection PLEASE NOTE: ROUGH AND FINAL PLUMBING,GAS AND WIRING INSPECTIONS SHOULD BE DONE PRIOR TO THE ROUGH AND FINAL BUILDING INSPECTIONS. 01 Qforms:inspections:Rev:3/17/08,6/16/10,8/10/10'. Town of Barnstable P Regulatory Services ` Thomas F. Geiler,Director �T "E r Building Division _ B,�s rnBL t Tom Perry,Building Commissioner MASS annis,MA 02601 .200 Main Street,Hy Fax: 508-790,6230` office: 508-862-4038 INSPECTIONS NEW CONSTRUCTION { Ovate roofed, prior,to back filling :• Foundation Inspections: after r Sheathing inspection before.exterior coverings: in as, and Shea g P h lumb g9 g •:• Frame Inspection: after'ins"'inspection-of rough p rough wire (before insulating). ,.- •:• Insulation Inspection ection, if applicable o• Fireplace in ion,'ra1.tion Certificate if ap plicable • Submit FEMA Ele •:• plumbin Gas, Wiring' Finals: Ins ection. ,t Final Building , as must be completed **.* Note.. Rough electrical, plumbing, and g - prior to rough frame inspection • Occu 'anc Certificate s Re uire Final Ins ections from the followin¢ inspectors: 44 Plumbing ; •:• Gas (if:necessary) :• .Wiring ins ections from the fire department, 40 Smoke`detector p •:• Board of Health• Building Bld- . is the last for finalins ection and should be notified after all the other si natures-are received ** numbers must be posted on house and all site work must,be complete House **Oil tanks must be registered with the Health Department, �pF THE Tp� ,:. Town of Barnstable : Regulatory Services t snxrrsr.�sr.� s Thomas F. Geiler, Director Mtn Building;Division �EDMP'1� Tom Perry, Building'Commissioner 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 INSPECTIONS RESIDENTIAL ADDITIONS AND REMODELING ❖ Foundation: if on sonotubes -before pouring to check depth ❖ Foundation Inspection: after waterproof, prior to back filling •:• Sheathing inspection: before exterior coverings ❖ Frame Inspection.: after inspection of rough plumbing,gas, and rough wire (before insulating). - ❖ Insulation Inspection ❖ Fireplace Inspection, if applicable ❖ Final Gas, Plumbing and Electrical ❖ Final Inspection DOCKS v Final Inspection SHEDS AND DECKS ❖ Footings to required depth, before pouring Final Inspection POOLS ❖ 4'0"fence with self-closing gate 2 Electrical bonding inspections; a steel bond and,a patio bond ❖ Rough gas (if heated) ❖ Foundation/footing or steel inspection •:• Final Inspection Electrical ❖ Final`gas (if heated) If heated an Insulated pool cover inspection is required Final Pool inspection COMMERCIAL—NEW Foundation Inspection:after waterproofed,prior to back filling Frame Inspection: after rough plumbing and gas, rough wire and before insulation fi• Insulation.lnspection, Fireplace Inspection, if applicable �. COMMERCIAL ADDITION •:• Foundation Inspection: after waterproofed, prior to back filling t. Frame Inspection: after rough plumbing and gas, rough wire and before insulation •:• Insulation Inspection: foam all through penetration Fireplace Inspection,if applicable •:• Final Inspection PLEASE NOTE: ROUGH AND FINAL PLUMBING, GAS AND WIRING INSPECTIONS SHOULD BE DONE PRIOR TO THE ROUGH AND FINAL BUILDING INSPECTIONS. II Qjorms:inspections:Rev:3/17/08,6/16/10,8/10/10 s �IMME� Town of Barnstable ti M Regulatory Services * HABNSPABLEss. . - - B A g Thomas F. Geiler,Director jOrE1 A+" Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis, MA 0.2601 www.town.barnstable.ma. s Office: 508-862-4038 Fax: 508-790-6230 4/27/12 Hillary S. Schultz Engel & Schultz, LLP Attorneys at Law 265 Franklin Street Suite 1801, _ Boston,.MA 02110 Dear Ms. Schultz,. After compiling the data from our computer permitting software,the following is a list of = all active permits issued to Mark Grenier or Mark Grenier Building Inc. during the period of November 1, 2010 through August 31,2011 PERMIT# ADDRESS DATE ISSUED 200705983 16 WINCHESTER AVE. HYANNIS 91/25/07 - 200707795 626'SCUDDER AVE HYANNIS 1/07/08 .200801726 554 SCUDDER AVE HYANNIS 4/04/08 200904009 558 SCUDDER AVE HYANNIS 11/13/09 201100595 527 SCUDDER AVE HYANNIS 2/15/11 201101239 111 IRVING AVE HYANNIS 3/17/11 Sinc ,ely, ; ly Shea Division Assistant Building Division 508-862-4031 a Town of Barnstable Regulatory Services * snxivsTna�, • MAS& Thomas F. Geiler,Director 16.19. Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 November 18, 2011 Ms. Michele Cudilo 123 Cottonwood Lane Centerville, MA 02632 Re 527 Scudder Ave., Hyannis,MA 02601 Dear Ms. Cudilo, In response to your voice mail today regarding this office's letter of November 14, 2011, the specific.areas needing to be addressed are: 1) the girder for the sunroom with a deck above is 2 2x10 with posting 8'6" apart. 2) the deck in front of this sunroom has a 2 2x10 girder with posting of 11'6 apart 3) the three member girder in the basement is reduced.to 2 members for the last 2' 4) this same girder is nearly 4'short of the end.of the building at the other end 5) the kitchen ceiling has 2x4 that'ties a 3'cut in joist .6) the sill of the new foundation under the work in the front of the house is kd lumber 7) the doubled 2x8 joists do not have bearing on one end Each of these issues were discussed during the preliminary meeting on site.Please confirm with a wet seat that these items are in-fact structurally compliant with 780 CMR. The frame inspection cannot be signed off until these questions are resolved. Sincerely, Paul Roma. Local Inspector MAIN OFF MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)177d=7163mcudilo@comcast.net November 9,2011 Town of Barnstable - Building Department 200 Main St. Hyannis,MA 02601 Attention: Mr.Thomas Perry and Mr.Paul Roma Building Commissioner and Building Inspector RE: Proposed Modifications to Dolesh Residence 527 Scudder Ave.,Hyannisport,MA Dear Mr.Perry and Mr.Roma, Please be advised that the implemented requirements for as-built construction of the wood framing were made on various dates including November 7,2011,at the above captioned project residential structure. Per your request,the following items are addressed: 1. Note that supplemental framing and blocks were added throughout the structure in accordance with previously submitted SK-1.1 through-1.6 and SK-2.1-2.2,and the existing wall sheathing was toe screwed to new framing where conditions were Hidden. 2. Note that the deck edge beam of PT 2-2 x 10 with a maximum span of 8'8"is adequate. 3. The Sunroom stacked framing(joist over joist)at the first floor wilfbe supplemented with(4)rows of full depth blocking. 4. The main house new center beam at the first floor framing level is adequate with a 2' cantilever;the remaining joists bear on the old beam with a 4' end span. 5. 2nd floor rear room joists were doubled where former bearing wall was removed. No concrete block retaining wall repair work was completed as yet and will be reviewed at a later date. I trust this report meets your needs at this time;please feel free to call. Vereudilo, /2011-154 Cc: P.Roma,Town of Barnstable Building Dept.,via FAX: 508-790-6230 �`T"°F s s oho CUp�lE 9°ti v ILo u Poo 34774 S-rnuCTi JR4, uNAL ENC' Town of Barnstable Regulatory Services � a MAM • snxxsTesi.E. ` Thomas F. Geiler,Director- Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 ' Fax: 508-790-6230 November 14, 2011 Ms. Michele Cudilo 123 Cottonwood Lane Centerville,MA 02632 Re: 527 Scudder Ave., Hyannis,MA 02601 Dear Ms. Cudilo, This office has received your report regarding the above referenced address. However,it addresses only some of the concerns raised during the frame inspection of November 4, 2011. Unfortunately, our on site meeting of November 7, 2011 to discuss these issues did not happen. If you are satisfied with the framing,please send a supplemental wet seal letter stating that the frame complies with the structural requirements of 780 CMR., If you have any question, please do not hesitate to contact this office. Sincerely, aul Roma Local Inspector II F - - j E `OpiHE Tp�;� Jown of Barnstable BA MAS,S.LE. Regulatory Services MASS. 1639. Building Division pTFO MA'S a. � 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection C�Notice 61-5771) Type of Inspection ?—V-J Location S�a 7 5c 6-W— Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need'correcting: (+� Y C-e4C- �5 Pi4 N s ' /T l ' -I- y �U /r ' 4- 1�, s t'dl N S u r(-,F t S N R cra w -f -b 6 ctc MOVE S P H I N �4SE�C-N F 66-P - Ek --o/ H G— �i G [ t-d 0-t C-- © r te-I TTC-tqEti A-PLE4 — I TO( S°7— S 01 S 7`S 5 Ha2T- m g �l N G- w 2 C b, 9 c6b (� - J S lz-�- 0 (2 sue. - w 4 Please call: 508-862-4038 for re-inspection. Inspected by o— Date 1 C� 4- - tHE Tp�� Town of Barnstable + BARNSTABLE.p Regulatory Services Y MASS. 0 N1P. Building Division 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Goffuetmi Notice C-S77 rt S Type of Inspection Location 5� -7 permit Number i Owner Builder j One notice to remain on job site, one notice on file in Building Department. The following items need correcting: s po9 M S A., v rt b t 4 b E c/L ✓F. .. S PAH I N B4S6tx4EN T l-t -r o -kW- ©� 1 L-1 t4 C.._-- o r- 1e-t Tc-,y EN Ak-t✓6 — 1 7-0 r S 7:- T o 1 S 7"S S fb9 - m f- g C-A k-1 v G- w H t 12 C r E 'J-x e V1 Z�h r o T.' t . ' Please call:, 508-862-4038 for re-inspection.FCLJ Inspected bye e (*� �: Date TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r /�/,,p 7 Map Parcel'' C '. `. 'Application # /J �!�° Health',Division Date Issued" f I 1 Conservation Division Applicati j. on Fee Planning Dept. ' " Permit Fees �. Date Definitive Plan Approved by Planning Board Historic OKH _ Preservation / Hyannis ' Project Street Address J�7 56vddeX �4VCPQ6 Village Y/IMVfs p41?1T / 74 Owner Address 5-a-7 Telephone Permit Request Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 5&0 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting d.Qcurrrentation. �t Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) ; Age of Existing Structure Historic House: ❑Yes No On Old King's Highway:- 9Yes' ❑ No Basement Type: XFull ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.). Basement Unfinished Area (sq.ft) Number of Baths: Full: existing d2 new _ Half: existing I new Number of Bedrooms: 4 existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 'Gas ❑ Oil ❑ Electric ❑ Other Central Air: XYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes/VNo 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 �l✓Dorv�s �l I_t� Ao lcitt se4U oq Telephone Number Address 79 5MPPl S�TC> 67 License# 7� (iVf�7" DC,-M 6S 1�4 PP6,(70 Home Improvement Contractor# Worker's Compensation # 29 MCC— 66 ,93'7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE " DATE FOR OFFICIAL USE ONLY .. APPLICATION# Y I` DATE ISSUED ti MAP/PARCEL NO. e ' ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL "GAS:- = ROUGH t FINAL . .,-FINAL BUILDING I _ ' : .DATE CLOSED.OUT ASSOCIATION PLAN NO. ti: s The Commonwealth of Massachusetts i Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 c www.massg ov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers" Applicant Information Please Print LeLyibly Name(Business/Organization/Individual): �QNou�ll ►-I EG �j( CSe*vt ca ::rNZ Address: 7 City/State/Zip: W&J _r ''D6,VW Phone#: 5&V Are you an employer? Check the appropriate box: Type of project(required): 1xI am a employer with (I-., 4. ❑ I am a general contractor and I 6. ❑ New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. $ ?• XRemodeling ship and have no employees These sub-contractors have 8.. ❑ Demolition working for me in any capacity.. workers' comp. insurance. 9. ElBuilding addition [No workers' comp, insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ I am a homeowner doing all work t right of exemption per MGL 1 1..❑ Plumbing repairs or additions myself. [No workers' comp. c. 152, §1(4), and we have no 12.❑ Roof repairs insurance required.] t. employees. [No workers' 13.0Other comp. insurance required.] 'Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp.policy information. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information LL Insurance Company Name: -ro-le �Iqr_f Foi Policy#or Self-ins. Lic. #: 08� W&CG CE 1 03—1 Expiration Date: Job Site Address: City/State/Zip: -�/�#6��EU o" Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DLk for insurance coverage verification. I do hereby cera under the pains and penalties of perjury that the information provided above is true and correct Signature: ,y— Date: r 0 Phone#: Official use only. Do not write in this area,to be completed by city or townEofflciaL City or Town: Permit/License Issuing Authority(circle one): 1. Board of Health 2. Building Department•3. City/Town Clerk 4. Elecmbing Inspector6. Other Contact Person: Phone r Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute, an employee is defined as "...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual, partnership,association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of.such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptabl e.evi den ce of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely, b checkin the boxes that apply to our situation an P Y g PP Y Y d, if necessary, supply sub-contractor(s)name(s),address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit The affidavit should be returned to the city or town that the application for the permit or Iicense is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please caII the Department at the number listed below. Self-insured companies should enter their self-insurance license number.on the appropriate lute. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant: Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year, need only submit one affidavit indicating current policy information(if necessary) and under"Job Site Address"the applicant should write"all locations in . (city.or town)."A copy of the affidavit that has been officially stamped or marked by the city or town maybe provided to the applicant as proofthat a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year. Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number: The Commonwealth of Massachusetts D&partm:ent of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 0.2111 Tel. # 617-727-4900 ext 406 Qr 1-877-MASSAFE Fax # 617-727-7749 Revised 5-26-05 www.m_ass..gov/dia 1, (Policy Provisions: WC 00 00 00 A) CF INFORMATION PAGE F wEc WORKERS COMPENSATION AND EMPLOYERS LIABILITY POLICY INSURER: HARTFORD FIRE INSURANCE COMPANY HARTFORD' PLAZA, HARTFORD, CONNECTICUT 06115 NCCI Company Number: 13269 Company Code: 1. THE HARTFORD . ko Mco w , Sumx LARS RENEWAL o POLICY NUMBER: 08 WEC CF1837 00 o Previous Policy Number: NEW HOUSING CODE: DW co w 1. Named Insured and Mailing Address: MCDONNELL MEC NICAL SE ES,INC. co 0 (No., Street, Town, State, Zip Code) a a 79 SCHOOL ST o FEIN Number: 753215064 WEST DENNIS, M 02670 State Identification Number(s): UIN: The Named Insured is: CORPORATION . Business of Named Insured: HEATING/COMBINED HEATING & AIR Other workplaces not shown above: 79 SCHOOL s WEST NIS MA 02670 2. Policy Period:` From 06/06/11 T �06/06/12 12:01 a:m.,Standard time a ailing address. 1 Producer's Name: DOWLING & 0'NEIL INS AGENCY/PHS , 301 WOODS PARK DRIVE CLINTON, NY, 13323" _ Producer's Code: 088233 " Issuing Office: THE HARTFORD 301 WOODS PARK- DRIVE CLINTON NY 13323 (866) 967-8730 Total Estimated Annual Premium: $9,090 " Deposit Premium: Policy Minimum Premium: . $550. MA `(INCLUDES INCREASED LIMIT MIN. PRER- ) Audit Period: ANNUAL Installment Term: ' The policy is not binding unless countersigned by our authorized representatiy Countersigned by Authorized Representative Date Form WC 00 00 01 A (1) Printed in U.S.A. Pagel (Continued on next page) } Process Date: 05/19/11 Policy Expiration Date: 06/06/12 UW COPY ` m N Basement �. 271-011 a • , 4 Basement 38'-0" ry + 4 Job#: 2011-80 McDonnell Mechanical scale: 1 : 84 Performed by Jim McDonnell for: Page 2 Scott Dolesh 87 School Street Right-Suite/EUniversal 527 Scudder Ave West Dennis, MA. 02670 8.0.08 RSU05831 Hyannisport,MA 02647 Phone: 508-394-0005 Fax: 508-394-0005 2011-Nov-08 08:50:38 Phone:(508)775-2558 mdonnelimechanical@mac.com ...t\RSU Projects\Dolesh,Scott.rup m scottdolesh@stmarksschool.org @ s N First Floor. 4.1'-0" ® Lav/Laun.. Stairs Kitchen Three Season Room 8'-0" 24'-0" Living Room " Dinirig Room �udroom 20'-0" Den Front Room u 2T-0" r Job#: 2011-80 McDonnell Mechanical Scale: 1 : 84 Performed by Jim McDonnell for: Page 1 Scott Dolesh 87 School Street Rig ht-Suite7EUniversal 527 Scudder Ave West Dennis, MA. 02670 8.0.08 RSU05831 -Hyannisport,MA-0264-7 -Phone:508-394=0005 Fax:-508-394=0005 2011 Nov-08-08--50-.38 Phone:(508)775-2558 mdonnellmechanical@mac.com .-.t\RSU Projects\Dolesh,Scott.rup scottdolesh@stmarksschool.org KIK� Second Floor .. 27'-0" k • .. M Bath M'B'Room r ' Stairs/Hall � T a Bed 1 Bed 3 Bed 2' Job#: 2011-80 McDonnell Mechanical Scale:'1 : 84 Performed by Jim McDonnell for: Page 3 Scott Dolesh 87 School Street Rig ht-Suite/E Universal 527 Scudder Ave West Dennis, MA. 02670 8.0.08 RSU05831 Hyannisport,MA 02647 2011-Nov-08 08:50:38 Phone:(508)775-2558 Phone: onneli 4-0005 Fax: 5ac.co -0005 ...t\RSU Projects\Dolesh,Scott.rup scottdolesh@stmarksschool.org mdonnellmechanical@mac.com 1VcD:onnell Heating &Air Conditioning Contractors Mechanical Services;,. 79 School street,West Dennis,MA 02670 August 11, 2011 F Scott Dolesh + 527 Scudder Avenue Hyannisport, MA Scott, The intent of this letter is to provide the scope of work and cost to install Heating& Air Conditioning at your home address listed above. The system is designed to heat the space to 70 degrees with an outdoor temperature of 5 degrees and cool the space to 72 degrees with an outdoor temperature of 90 degrees. The Furnace and A/C system will be located in the basement and.there will be two zones. One zone will serve the first floor and the other will serve the second floor. The second floor ducts will be routed through a chase that was selected when we walked through the job on Friday'August 5m The scope of work is as follows • Supply &Install One' (1)'.95.5%Efficient 60,000 BTUH York Gas Furnace Model TG9S060B 12MP 11. r • Supply&Install One (1) 2.5 Ton York Condensing unit Model YCJD3OS41S1 • Supply &Install One (1) 2.5 Ton York Evaporator Coil Model MC30B3HX1 • Supply &Install ACR Tubing between the indoor and outdoor unit • Supply &Install Vent piping for gas furnace . • Supply & Install One (1) Condensate pump for gas furnace& air conditioning system • Supply& Install Approximately.Fifteen(15) Supply Air Grilles& Ducts • Supply& Install Approximately Two (2) Return Air Runs • Ceiling Mounted Supply Air Grilles to be Hart& Cooley Model 500 • Ceiling Mounted Return Air Grilles to be Hart& Colley Model 672 • Floor Mounted Supply Air Grilles to be-Hart& Cooley Model 411 • Floor Mounted Return Air Grilles to be Hart& Cooley Model 265 • Supply &Install Approximately Two (2) Return Air Runs , • Supply Only One (1) EWC Zone Control Panel • Supply& Install Three (3)EWC Zone Dampers ' • Supply Only (2) Honeywell Digital Pro 4000 Thermostat •� Trunk Lines are Galvanized Sheet Metal With R-8 Insulation • Branch Lines are R-8 Insulated Flexible'Duct • All Ductwork will be insulated per State Code • Per New State Code The duct system will be pressure tested by an independent contractor • The unit will be started tested and set up in accordance with the manufacturers instructions. • The system will be balanced to assure proper air flow to each outlet Phone:508.394.0005 a Fax:508.394.5050 u Email:info@mcdonnellmechanical.com a www.mcdonnellmechanical.com MkDonne l He sting &Air:Conditlonuig Contractors MedianlCal:SeY'V1CCS 79 School Stree West De nms MA . The Total cost of this project is Seventeen Thousand Five Hundred Dollars ($17,50000) Exclusions: Electrical& Gas Piping Option#1 Supply& Install Honeywell 4"Cotton Pleated Filter$450.00 AA ry� C d Option#2 -Supply Materials& Labor to Install One(1) Honeywell Steam Humidifier Model HM506 Should you choose this option please add$1,700.00 Warranty: McDonnell Mechanical Services will warranty the installation for one year. The warranty covers all labor and materials to repair any deficiencies with the installation and/or ieplace any parts covered by York. York equipment offers a ten-year warranty on the air conditioning unit and lifetime/ten year warranty on the furnace. Please refer to the York warranty for details on their equipment. r Payment Schedule: Twenty-Five (25%)when'contract is signed Fifty-Percent(50%)the day the work begins Twenty-Five(25%)when the work is completed Customer Signature Date Customer Printed Name: Regards, } Jim McDonnell . Y q Phone:508.394.0005 .= Fax:508.394.5050 Email:info@mcdonnellmechanical.com www.mcdonnellmechanical.com „COMMONWEALTH'OF MASS A`CHUSETTS -SHEET METAL WORKERS AS A MASTER-UNRESTRICTED I ISSUES.THE ABOVE LICENSE TO 'DAMES E MCD0NNELL ARROWHEAD DR: gam,• WEST DENNIS MA 02670 270 2721 10/28/13 66721 .lov 23 11-09;21a MCDONNELL MECHANICAL 5083940005 p.1_ McDonnell Heating & Air Conditioning Contractors g Meth afllCa SeTviccS 79 School Street,West Dennis,MA 02670. Y r FAX TRANSMITTAL' Date: 11-23-2011 To: Bob McKenna Building Inspector From: Jim McDonnell Subject: 527 Scudder Ave Hyannisport MA. � Bob, r. Attached is the duct pressure test report `"ry Regards •ti: Jim McDonnell I Phone: 508.394.0005 Fax:508.394.5050 Email:info@mcdonnellmechanical.com, www.mcdonnellmechancal.com , lov-23 11 09:22a MCDONNELL MECHANICAL 5083940005 p.1 j Home Energy Raters LLC BTorrey @BnergyCodeHelp.com Box 989,E. Sandwich,Ma 02537 888-503-2233 Duct Leakage Test Address: 527 Scudder Ave Hyannis; Ma 02673 Date Nov 15, 2011 Test Type — Rough - In — Total Leakage Conditioned floor area =1945 Sq FT. To comply with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM = 116 CFM (1945 /100 x 6 = 116.7) Duct leakage tested = 72 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code . Date of Test: Nov 15 2011 Technician: C Mazzola Test File: Untitled Customer: McDonnell Mechanical Srev"ices Building Address: 527 Scudd6rAve 87 School Street Hyannis , Ma 021501 West Dennis, Ma 02873 _ P h o n e:508-304-0005 F ax: Test Results 1. Measured Duct Leakage: 72.0 CFtvf ! 13.6 sq. in. (+1: 0.0 g!6): -' C> 2. Duct Leakage,as a Percent of System Airflow: ' 3. Duct Leakage as a Percent of Building Floor Area: 3.7 % 4. Leakage Split: Suppler Side: Return Side: 5. Duct Leakage Curare: Flow Coefficient(Q: 10.4 Exponent(n): 0.600 (Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster Test Type: Total Leakage (Duct Blaster Only) Building and System Parameters: Floor Area: 1945sq.1t. Average Supply Operating Pressure: Pa Contact our office with any questions, Bruce Torrey, Certified HERS Rater Home Energy Raters LLC uAll Cape 1nsu1'atiQn -& 'S ' pp.1y., nc 120A Great Western Rd Post Off ice-$ox 1556 S. Dennis,MA 02660 S. Dennis; NIA 02660 Building Insulation Report Mike D'Angelo Property Address:527.Scudder Ave;,Hyannis • Insulation Type Manufacturer. Thickness Square R-Value -Area Used Footage Fiberglass Batts Owens Corning 8.25" 1050 R-30 Basement&Crawl Ceilings Fiberglass Batts Owens Corning 91, 250 R-30 Sunroom Floor Fiberglass Batts Owens Corning 3.5" 300- R-13 Bedroom & Bath Walls Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Knauf , Fiberglass Batts Knauf r Fiberglass Batts Knauf Fiberglass Batts Knauf Fire Safe Roxul Insulation Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Demilec 6" 1380 R-42 Mudroom, Entry, Hip Roof, & Sunroom,Ceilin s Closed Cell Foam Demilec 3 1490, �R-21 Exterior Walls& Plates Closed Cell Foam Demilec ` Closed Cell Foam Demilec Closed Cell Foam Demilec Certified: Stephen J. Mehl S'f-e fAA e&L, J. M e y►;�,. MA Construction Supervisor Specialty,License #102780 MA Home Improvement Contractor Registration 4162656 Tr# 282518 Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 i �oF,HE Town of Barnstable BARNSTABLE. Regulatory Services MASS g h Building Division prfD MPS 200 Main Street, Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 A 6 � ; Inspection Correction Notice / (° Type of Inspection 1 Z�5L Location S 2 -7 5 c v p A✓ Permit Number � � � ( O 0 5-7 Owner 5 , DOLF-S 14 , Z!:�:: , 6-!Z(M tM Builder 1Y I E� One notice to remain on job site, one notice on file in Building Department. S/ I The following items need correcting: P LG�t1-I I `IT-� ro L, t w r- a-0D AILl� ► N SPEC?'Iah r-o�� t- Y w F4 01r__ E N !WPi�cT70 N N A 1 L S f M A /L- S r74 7P 9 tc 7-0-0 -Iy 4 L-L w o S *? P 7 0 6 1;7-rc-/of D p c Z)H C k e-r-C- S L 0 c% �Cr c 0 FtECTou TO Sctq 0 -7-y�Lc p U b k" Ll - I SS/N &_ 7-0 157- _ H r A 7C-g L D 5774-N b 01�_F .5 P0'_-� �` j o u-v hTTT 0 H PO S-T S 6 N b T y 1?t 5i F Q c" �i°2.v v cab p I -A�1 c d4 l2 44Jg.. '7 j C ty ® 1 CA N t—:7- -T� IS7- P 14 0 H 0 T- N 41 L-&-b s�EeS 10 fir-o S T - 14-v Please call: 508-862-4038 for re-inspection. 0 Inspected by L44N Date o - I _ 1 ! Town of Barnstable BARNSTABLE. Regulatory Services - MASS g 1, Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 P,4 Inspection Correction Notice ®� Type of Inspection Location "1 S Cy YE Permit Number J ! O Ff Y Owner boL tF.S'f*. G- P—[ram Wy Builder One notice to remain on job site, one notice on file in Building Department. � Lf S C� The following items need correcting: ; P .� S'745Z)r`I o-e eM - �1- L L G-�JZ b��s f� _6: a V I'r�Idl N w IS p®s 7-l. G-12bek AT-7-4 C-q e 7 -TZ) F1�-,4&kj L= �' o LU o-o IM �m C#145 V !4 C_�aG [.. 0 c/,-- 5 L CG;� 14o us,A= © y e _. P,-N �P !! (�o-o i' 0 v le p- S�$-96 f o-a U1 J s l C'f5- -t- � 14 HOT— v LO ail L0 (A- 70M.. 7, 1 t o v r N Eke,) I`I o Fl-J o v S(5 t'o ^ d?' r TT N o 7- © t-f S Tt=: C 11 / P �s s u rB K i r7 E� F_0 T--r-e?) c,�� _J _S A- S-r v c - -cJ rL A �— f—= t4 Cyr P� F 17�OS- c wt too toZ(E7- 0 07- F6 e Lnw Eb I s 41 �,8', 9 0 Please-call: 508-862-4038 for re-inspection. TC—J`'I P G-L ASS Inspected by "� r '7 N'D �T c::LS Date / S�� c m,k 0 S , C� `oF,KE► ��, Town of Barnstable •BARNSTABLE. Regulatory Services ` MASS. a6y9• �0 Building Division prED MP'�a 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 _ •P4 Inspection Correction Notice (o Type of Inspection 0q2 Location 4;-��-7 Sc y D b C—J? A y Permit Number 2 f d 0 (4 y Owner S , Do l,GS4 1! ; 6�koo t." Builder H One notice to remain on job site, one notice on file in Building Department. The following items need correcting: v fZ ( -ram w a i 1 r' L z-o ff A N b °'!A r=L rro PE, G— v T-r'E- t), 5- f(0 g D C PE c- C-TGb c P-oSSC—b o o T` S al /-1 A S P P 0 1 O I S-r-- (`F Iq 14 6— V ® C- O c-/c_ k -74/ r4 l tf c t�f-�c1L�b � �� -�� N / �R G- • S L) P P o 9-7t- ® t- R pa j4 t`t_�5 U V1 C a Y 14 E C-775b L V i, So rt= C—PSP04"1 a1�1 w 1.5 P- 7E 5 Poo CE R-- 9C--rw66N Please call: ' 508 862-4.038 for re-inspection. -S T,5 fJ -b ta- ��2 p RE�� A�CK Inspected by f Date �' �� `oFIMF ro Town of Barnstable BARNSTABLE, ' Regulatory Services MASS a639. �0 Building Division - rf0 MPS s 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 • Inspection Correction Notice / lO Type of Inspection I tt'I A4 2 y Location 7 Sc0 b-b 6- ✓e-- Permit Number 6 TF f" wy Owner -5 . .DO L�S 1 6-P—&o Builder t-1 . G A One notice to remain on job site, one notice on file in Building Department. The following items'need correcting: 10 6-1 N Us67 � � ry -r- A) 5 -P L 1 G� r� ©7- o v E P, 14 L L.E y c D L- v N p cn C) NC)-r 50PP C cl C— ( T74e N3 Sr-1 -O J=L--Dv k -vO i s -r N 0 7` a tf 6--1 P— DC— 5 !r � e n0L b L,6175F-AL 4Ac/fir. QE74�t H 7d1-57:5 S �C7 ! S l S T�1k Eb T O 1 S -T'S ES 77 N G_ O /-1 57'2.*4 p/0/q(� _N-E Ab E-P, ri i 2 141 j c �MD --TO/ N I- ®r1=S� C �r�s- r f� ,� - S Dove D� L Tc— V L. D ar s N o7` 14 A V M rcA ACIV Please call: 508-862-4038 foi re-inspection. s Vic. Inspected by Date I 7HE r Town of Barnstable 0 BARNSTABLE. Regulatory Services MASS Building Division plFD MA'S� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 L)A tv Inspection Correction Notice S 6 Type of Inspection k C L! to o Location.-�)`7 SC v D 65,e A vE Permit Number' 0.0 I ter a 99 S� Owner -5, 66 ASH, E, G/L Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: L't' �7 �Lx g F z--e-v 2 a--o c s Ts ®U �1 (C IT, Es has 7-1 N I Q YES 7po t-1 r= Po.5 -r-1 tfG_ o �_-,, �� w S 7-4-r L C.L nl4f sTkv � � wee ��a��- �-o rs N D ro(ST Ab If 6 . ,S O C` .0 A r PA / 9 S L vL 6TC Please call: 508-862-4038 for re-inspection. �AD `� Inspected by �o. G Date °pNNE iON� Town of Barnstable BARNSTABLL • Regulatory Services s MASS. A i639 M >�0 0 F � r Building ldin Division P 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 �4 Fax: 508-190-6230 Inspection Correction Notice Type of Inspection 01 r ff,4 A Location 7 SC U D- A✓e5- Permit Number rre / �b S� Sr Owner S, Lcs ; 16:, Builder ►% 6-415 N One notice to remain on job site, one notice on file in Building Department. The following items need correcting: IS S® Mt 0m A fit, LJ0 7746567 P La9 �S w iE52 E H D 7- r=o e-- . w D Please call: 508-862-4038 for re-inspection. Inspected by r Date F TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION d `d r Map $ Parcel Application # l Health Division Date Issued Conservation Division QA. U�, Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Sad -s e-v e�4et- Ave ' Village �zA r I- Owner Owner o e.S4 �m �vh ✓o`A Address Sol? 5,0P 4el w Avg, Telephone S'U 9 - 3 0 - Co 394 Permit Requ est —,9 e w1c lr 6'akn S4-s5t_,rerr;lc , a2 1 Lde-S A/o A 1e16t-AAP,, av 44 a ie 6-4.oa," 5 Square feet: 1st floor: existing !d CADroposed 813 2nd floor: existing "�$0 proposed 42' Total new _a—sic Zoning District -��-�Flood Plain Groundwater Overlay Project Valuation Construction Type WOOD Lot Size • `Y3 Grandfathered: 21Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 9 Two Family ❑ Multi-Family (# units) Age of Existing Structure Pi Historic House: ❑Yes W No On Old King's Highway: ❑Yes ® No Basement Type: ® Full ❑ Crawl XI Walkout ❑.Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new I Half: existing new ' Number of Bedrooms: Y existing$new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 10 Gas ❑ Oil ❑ Electric ❑ Other Central Air: W Yes ❑ No Fireplaces: Existing -e' New Existing wood coal stove: ❑!Y?s ® No INO Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑existing '0 new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: A -= _ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ rn Commercial ❑Yes ;id No If yes, site plan review # Current Use 5-14e.,5& F��'/y 45ifto(64eb Proposed Use -APPLICANT.INFORMATION—. (BUILDER OR HOMEOWNER) Name Sao /0(o5 Telephone Number 909" 309 3TV Address 56&-eldw Ave License # y��►iS �o✓� ,, MA O RG Y7 Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE Id- //J d ' FOR OFFICIAL USE ONLY APPLICATION# ' 1 DATE ISSUED MAP/PARCEL N0. -"-i ADDRESS VILLAGE OWNER I r DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH _ FINAL GAS: ROUGH FINAL FINAL BUILDING L� ~ DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth o f Massachusetts Department of Industrial Accidents Office of Invesdgations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Address: S City/State/Zip: h�,; ©�� 114,4 0,,26 1 7 Phone#: Are you an employer?Check the appropriate box: 4. I am a general contractor and I Type of project(required); 1.❑ I am a employer with - ❑ employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 2.❑ I am a sole proprietor or partner listed on the attached sheet: 7. ❑Remodeling . shipand have no em to eest These sub-contractors have p y 8. Demolition working for me in any capacity. employees and have workers' [No workers' comp.insurance comp. msurance.t 9. ❑Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.VI am a homeowner doingall.work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers'.comp. right of exemption per MGL 12.Q Roof repairs insurance required.]t C. 152, §1(4),and we have no employees. [No.workers' 13.0 Other comp.insurance required.] *Any applicant that checks box#1 must also fill,out the section below showing their workers'compensation policy information.. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. #Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: - City/State/Zip-Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment;,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that thee information provided above its true'and correct. Si ature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector,.5.Plumbing Inspector 6.Other Cont#ct Person: Phone#: f oFIHME Town of Barnstable. Regulatory Services snxNsznBLE, Thomas F.Geiler,Director MASS. 9�A 1639. ,0� Building Division rFD MA'I A 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 �• J Please Print DATE: COIo2-7 f Ca JOB LOCATION: J�OZ 7 5e—✓ li(ef/ V G i ! Oct number ( street q y village "HOMEOWNER": 5c d Dd/o,s� "?j Q,Y" 3 ! / name home phone# work phone# CURRENT MAILING ADDRESS: /V��dr C(JG✓e u _ �� 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 procedures and requirements and that he/she will comply with said procedures and requirements. ature of e6meowner 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 wouldwith 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 fomi/certification for use in your community. Q:forms:homeexempt �'THE Town of Barnstable Regulatory Services •. saxxsTnsIe. • y MASS. g Thomas F. Geiler,Director 'OrFc N,p�" Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnsthble.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using; A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORM&OWNERPERMISSIONPOOLS 6/2012 REScheck Software Version 4.4.2 Compliance Certificate Project Title: 527 Scudder Residence Energy Code: 20091ECC Location: Hyannis,Massachusetts Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 527 Scudder Ave Michael D'Angelo Hyannisport,MA 105 Horseshoe Lane Centerville 02632 Compliance:0.5%Better Than Code Maximum UA:212 Your UA:211 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-oft rules.. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Assemblyn UA Gross Cavity Cont. Glazi g or or Door -FactorPerimeter U Ceiling 1:Cathedral Ceiling(no attic) / 1210 42.0 0.0 30 Skylight 1:Vinyl Frame:Double Pane with L9W E 6 0.330 2 Ceiling 2:Flat Ceiling or Scissor Truss 270 42.0 0.0 8 Wall 1:Wood Frame,16"o.c. 1380 21.0 0.0 70 Window 1:Vinyl Frame:Double Pane with Low-E 62 0.330 20 Door 1:Glass 84 0.450 38 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1300 30.0 0.0 43 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.4.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 527 Scudder Residence Report date: 11/02/11 Data filename:C:\Users\Jane\Desktop\REScheck\Dangelo-527 Scudder Ave.rck Page 1 of 4 • REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Cathedral Ceiling(no attic),R-42.0 cavity insulation Comments: ❑ Ceiling 2:Flat Ceiling or Scissor Truss,R-42.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame; 16"o.c.,R-21.0 cavity insulation Comments: - Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For windows without labeled U-factors,describe features: #Panes Frame Type . Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.330 For skylights without labeled U-factors,describe features: #Panes - Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.450 Comments: Floors: . ❑ Floor 1:All-Wood Joist/TrussOver Unconditioned Space,R-30.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openingsbetween window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier:Installed on outside.of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title: 527 Scudder Residence - - Report date: 11/02/11 Data filename:C:\Users\Jane\Desktop\RES6heck\Dangelo.-527 Scudder Ave:rck Page 2.of 4. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (0 Corners,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall:Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. ❑ Materials and equipment are identified so that compliance can be determined. Fi Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: ❑ Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. I' Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. Cj All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketing or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have.a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in..w.g.(500 Pa). 0 Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 84.0 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 126.0 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed:Less than or equal to 63.0 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 42.0 cfm(4 cfm per 100 ft2 of conditioned floor area). Temperature Controls: ❑ Where the primary heating system is a forced air-furnace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree.F for the cooling.cycle. ❑ Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building.Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: ❑ Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or,accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: Project Title: 527 Scudder Residence Report date: 11/02/11 Data filename:C:\Users\Jane\Desktop\REScheck\Dangelo-527 Scudder Ave.rck Page 3 of 4 r 0 HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. ,11 Swimming Pools: Heated swimming pools have an on/off heater switch. ❑ Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: 0 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and<_40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement V). Certificate: ❑ A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels. NOTES TO FIELD:(Building Department Use Only) Project Title; 527 Scudder Residence Report date: 11/02/11 Data filename:C:\Users\Jane\Desktop\RE$check\Dangelo-527 Scudder Ave.rck Page 4.of 4 2009 IECC Energy Efficiency Certificate Insulation Rating 1 R-Value Ceiling I Roof 42.00 Wall 21.00 Floor 1 Foundation 30.00 Ductwork(unconditioned spaces): Glass&Door Rating U'-Oactor SHGC: Window 0.33 0.28 Skylight 0.33 0.28 Door 0.45 0.38 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments: F H O A qy� 4 r • = `MICHELE CUDILO No.34774 N rr rar r STRUCTURAL i i ZONAL� - — --:•;1,1� ••�i •-�� i i I, i w .. I' Vp•.NEW BIG FOOT FrGs. iIi I WI IrD.-PIER W r4 t4 I Apr (NEW DECK ABOVE) I' ' o y msr.w ffi{ ter°` • 1 iK •-1'• -_ i I w yr ` UNE • -- ------ ------ -___.-- —• — • ------------: I �I t MST.GRADE HT.1 I 4 I FONT.WALL:. awc -- ; ili ASSUMED ® peST.GRADE HT. S it ,i I I I _ 1D 9 F ASSUMED_F1'G.iF H1-1 il; EXSST.BASEIAENT'i I h•, _— - . ' ---' SON —'"'• 1(NEW THREE ; ROOM ABO E ) •YPICAL- NEW3p•X3D•X,zD' •_ �i � - ilk II coNc.F'ras a 3 i 8 c -�j i•. _ — , . 1 P. t i --- _ � , I oasT.RILL (NEW DE K M ASSUMED ABOVE}•- ''I mWWALL- (�EW MUD ROM ABOVC - ------ 'EXIST.FIRST Ft ooR ABOVE)— p j i ! dye_ t ( _Typ..NEWBr. I I vJ'fl-U— N POACH , w1,zv..MER W)(d#411E111 I I 1 --- 4 - -: NEW ENFRY..I It I iY rABOVC)--. FOUNDATION PLAN �L.o[e FT 2"�ti�l� Whop l��e D6cr, , w S DI,A t 11 F 'FvST COtf '�S!!� • 1 ire- MICHELE CUDILO, Pl. Consultincl Structural Engineer, 123 Cottonwood Lone, Center-Alle, Massachusetts UZ0" 1 D /� % tl Drown By:'MC Date: D r`awingj �J2'j. .. tJDDZ_ A ' - cola: AS NOTED Rev. p Foy-�-, r1 - S -' 1 File Nome: v Project No.: H OF MA e MIGHELE yGu� u AL CRlet► ' 016' tiZ` � CUDlL i , I ^I� I s «.. ZVI. o No.347 L l 1 } } a:4ry b • qE ISTE��? I I 4 ,•�`�•p ��,• T. t or ♦ 6.': �'. t P. YX!b C 1 e - . M I F V• Tg L TA INW' —rtill1jo,n,U4�' 74CA t.1 X 1` RI, , ,! P.T.C4 2X10 rI� Ac � p•T, 2X10 _ -- --- ---'-- *A, - — - — Sol. I,VL � � � r e • - ' X. 1 Ci _ o! MUST. mr.rounl ND BOVETOHENWN FLOOA EnSABREPVIRE01 W,we ` pg1W%rllr UlL- "• ORZ.,J _r aemu i _ _it _ I 1 ala.. ri ry 4#1 FIRST FLOOR BA - -:: PLAN NINc, vfk,' A'4SCALE114a =11-0� .� � 4M6 - p6'2- S ► 17h- ��E�"IOr</�/R-'�'�� G 1 f`1,�.�.� P-�r` �, •�- � I �,! ��ua,�i� hISTt.� � F,��-G�` b� . .. MICHELE CUDILO�, P• •ee r pnSUlttin Stc chusetts 02632 C wood Lane, Centerville, IAgsso /spy n 123 Co tto Drawn By'MC Dote: o i i it Drawing ' Rev. 0 Cam' Scale: AS NOTED _ ►.J -— -----t"I � i 5 P� Tf H tle Name: Project No.: - i 4 ` DECK ^ ^ SHOWER IIVI' I } 40•irR !Nr C1Y �Ut.`r1�W• , / Yam- s(G 2 t awu! III t I I INDRY I AV. I, Uu e r�l � nv _ '11 i �• � TNREE SEASON I;OOM i•. $b A I 4 i 5Tw 5 F ym�� Aa D 3TL, x3x .1��11-• p { �` 1�,w_ �`e`�.. H NNIIIY r0`IIN Y � � �.�Ilmr i rib,17 ___ ___ # BATCONY ABOVE S YIGi ---r. ---I�----04iN0-ROOM—•, ,• , DEN I PLAY AREA � � I M•' 1 4 I wm.a FOYER Pa. rxr a 1 O -_ _- _ NAP ..._ __ _ ____ TI• .; IMLCIED . OFAtigS� - r_I W ,ice d r•row --_ M•Iav' M N ri.N• C•= MICHELE 9G •a �� CUDILO a N0.34774 co D N o STRUCTURAL FIRST_FLO0 Pf A. S1ONAL lDl (CsR'?Zo�S. =-1 !+QI MICHELE CUDILO, P:E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, M093aChU5ett3 02632 Drown By: MC Date: 0 i - Drawing !127 $eL7flD R �j 4 Scale: AS NOT Rev. 0 _ S it l� YFie Noma: Project No.: �N OF AAAS� ' l z ti flu MICMELE GAR` � Wes(% CUDiLO tt�R t� St1�4s�hr{(, o No.34774 N Gopt ft�S pe�R-s v- U TRUCTURAL � r MASTM BED ROOM (VA4TED CEIUNO) r t• _.r _ '- --- - -- SIONnI BATHE� OD •^'r� — --_ -_- --_ -- : BATH BED ROOM — .. mwerw .••waw �—.�A-------•--' UPPE r — HALL ------BALcm j : a®ROOM r., -- - BED,ROaM {L L SECOND FLOOR P1 and miz- I ss _Sr. .o s19& t�T`trl4 2-tlo d HAT1S� 4 D�O!P WkLI—S $5PI-I94 TP 0*0F t ta, rp 1 • lZ= 7o1�G5.:__: v— ►a� :: MICHELE CUDILO, P.E. I/ Cdnsultina Structural Ehaineer i 123 Cottonwood Lane. Centerville, Massachusetts 02632 _ Drawn By: MC Date: 0 �$.% �{ D r aWln - - OTET- — --Scale: AS NOTED Rev. 0 --_- - -- _ File Name: Project No.: _� MICNELE �s u CUOILO N I No.34774 sn p(Or &—T, STRUCTURAL fb �anmE set ylOctz k Rfts ° J T-u woop �I N L.',j rvc&-5 WIpII1L7G�TPEAIIY .F.awoewsvxmsri ►5 --f!•u- Ft�ItT Hfl� ----------- I- I I1 "SCREEN EwsnNOR SlLCA .RE OVER ' PATCH ROOF 1 TO MATCH 1 �L.. ( . •.ynoslraave yr 1. eooFrsa�crFFaotaw. 1 i ppST1NOR00F ' .r"■01�0ONNT0 I e�r.eoae- Q_ i MwuG►rxouec 1 mew 1 1 1 1rFKA• I - E7(IS7INGAOOF' 1 d _ I i . W701MLNFRFOI1F 4W= . F.&I"DEMILSW BOOM I { EMSi1NO RaOF 1 NEW ROOF - I NEW ---- 1 i I-- — -- --_ --- --'-, e E0.SMROOF 1 r i ® r y - 1R I I .- -, I ` ---1 ---fi----- o .F CT ROOF FRAMING-PLAN �o OvW-4fA4° ptm�,�c., AL,( P D . `a ' r n��r vv/""4' N nM� F ooa -fb I r ZNNO F-L., 2—ZXf 5 MICHELE CUDILO, P.E. Consulting Structural Engineer lZa ttonw000 Lone. Centerville, Mossoehusetts 026J2 — Drawn By: MC Data: 0 S/ t[C Drawing Scole: AS NOTED ReY• 0 _ �- � �s poi-T, � _ ._. _ SK File Name: Project No.: L' i M._� . I L brw 601 A l'A CT STY-vza� FiLL / Gf��sb1ED sm rk (c�Mr��T�� f�t -AA-Tht �e 1C{}!T jz�Rvk� L9e--. R-1 -Ic`�'�itrle,crai Ue-AaTT 5 7q S (r- 00wev .4. toys-s'-C.$) FoR- He tiv.m SA10 - �I�jVA OFss MiCHELE y� f� CUDILO m n fn No.34774 STRUCTURAL • '�carE�° RETAINING WALL(S) @ WALKOUT BASEMENT l GENERAL NOTES AND MATERIAL spEGIFICATiONS �u 1. For site location and grading information, see the "Site Plan", design by others. 2. Provide sufficient temporary bracing and shoring to permit the safe installation and completion of oil work without damage to property, house on abutting lots, and without jeopardizing the safety of any person(s). 3. SEGMENTAL PARAMETERS SHOWN. FOR TECHQ-BLOC. 4% to 7% Backslope required by manufacturer. 4. Place back [it soft behind mall WITH POSITIVE PITCH USING A SWALE AS REQUIRED, usino. Medium sand. Moab CA 7095 ID-• .. MICHELE CUDIL09 ip.E. " Consulting Structural Engineer 123 WIto.nwood Lane. Centerville, Massachusetts 02632 i z� s��flDTz- Drawn 13y: MC Date: o r{ Drawing tale: AS NOTED Rev. 0 +I� � �sPo�T; NIA - SKCP File Name: Project No.: 21 r i wl Ihi b:l HJF'tt:l ItHI IU USEU WITH CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING SIDE ELEVATION j i >UTSIDE ELEVATION i — -------= Extent of header(two braced wall segments) .--Extent of header(one braced wall segment)--•� I T' Min. 1,000 lb Pony f- Braced wall segment , �'° ' n %a tension strap. wall �,+r r '`a. per IRC Table R6.02.10.4 Strap shall be fight° .I: . P - „; e : 1f< a.:h,::: centered atbottom of l {...rr.';i�$.�uil .�' ."'1CF rr! rw•.g i:i::iY'U •.� :_\,ypj{l�+] py,� �i ��. header. ' ~' •�' ..yJl;?�:t '• ':�':Prll:`,"�'4a�Jiy1�L�:��l •°Y''YiYl.►:J1e •��: :..i?` ;i •l:�:F ?s•E•;%L`r:'Y�r�.:^, ,t .+`iH��YHI i' tip';:ii'iiF .. •� ��' art 2'to 18' � „h�• S�j .• (finished opening width) Ta �`" "t 16d sinker nails (0.148" �•1•>,:-:K,::. Fasten sheathing to header with 8.d common x 3-1/4") in I nails A 131"x 2-1/2") in 3"grid pattern as shown � ��'3a : r.'/a � .w ,x "�: •Ifl« 2.rows I -1,. a C;'r•-:. 1�' -<Ir.; .t. C•1Y ,r i from (studs and sills t 3" o.c. and 3 o:c: n all fra. )tYP ;:•:.n,�::yy ; I ,y.�Z'�OH::'l1' \ :��`'�_" '4fw C•^:y,"; ,tl::�t:1� `��1� `Header shall be.f..astened to the king stud :.. �;� ra. { \ .... .:. l0.;::4 1{ Wood strut- It ..-, ` :�Ir« `� with 6-16d sinker nails (0.148"x 3-1/4") > hl ''Minimum 1,0.00 lb strap shall be panel ,4,., .. must be 1-0'" + " °"s' centered at bottom of header and installed _> h= r1 1; .� 11`;`" �, `(,.� continuous r ' (a on backside as shown on side elevation' „� :, ;� max. from top of height wall to bottom \...„r '4 For a panel splice (if needed), .�tr� ,��• zFg,�::,. Jrvl� x :ly of wall or NAZZYB y;«' panel edges shall be blocked and ' P.�;; from to of `1 `.� occur within micldl:e 24" of wall height F ,;� ��4,•1� � {: wall to '' ' Wood structural panel strength axis permitted r:. ,,:r:_•;.:,•t ,' �,�.�°a•t�> t.�l,r- �•, splice area Min. number of studs shown°! kr�'.F, •I " =R Y'•,:..,..ui;i,Ej::.;� !1•0 1.1•j 7/1 b" min. }'' ;t t�{ thickness Min. length based on 6:1 aspect ratio. k,,, jrr ..: „ J:�;:,;, jai .: for 8 height. ;_.,.�<• ��>I:< �• _ 1« 1e:1 6 min. For exam �� ,_.tip-.--. ;��;- wood P - s— ' - �� - � j' structural panel ' • sheathing Anchor bolt per IRC Table R403.1.6 typ. — -• of Min. 2 x2,x3/16 IRC plate washer a jack studs per RC Table R502.5(1&2) ee Table 1 Not to scale OVER CONCRETE OR N ASONRY BLOCK FOUNDATION 141L.i� p��ckt� tL , Form No. J740■ C 2008 APA—The Engineered Wood Association ■www.o MICHELE CUDILO, P.E. J_/tObLR C AVe4:S -•'(-D �pL,ny� Consulting Structural Engineer 123 Cottonwood Lane. center". Moeaochusetta 02632 Drown By: MC Date: q/q/ �LDrawin g �� t IF tale AS NOTED Rev. p A:'MC V Ile Nom : -pe Project No.:Z'pu.� _ I Full Height Studs. Full height studs shall meet j the same requirements as exterior wall studs Double Top Plate selected in Table 5 (See age 12).The �NIP� c s z 2 Q ; minimum number o 11 height studs at plate Upil"trap ¢t each a of the header shall not be less Refer dTable 7 or � than half the number of studs replaced 14 or 15) by the opening.in accordance with Tabl 9. Full heih studs shall be permitted to Double Header replace an equivalent number of jack 9tM plse - GS 22 studs.when adequate gravity connections' Full Jack Stud Header Uplift Strap L` I Height are provided. Stud Window SIII Plate Refer to Table 9 Window Sill Plates.Maximum spans fo�'l window sill plates used in exterior walls s�all not exceed the spans given in Table 9. Strad p j� �►� . oundation i Connections around Wall openings. Header andlor Girder to Stud (C) Connections. Headers and/or girder to` stud connections shall be in accordance Bottom Plate with the requirements-'given in Table 9. 1 Window sill plate to-stud connections shall be in accordance with the t �` requirements given in Table 9.. 1 Top_and B_ottom_Plate_to Fu11 Height i Figure f7. S ds and Headers Around Wall Openings — Studs. Each full height stud shall ---- S-- - 5 _--N) - r �S 06E a be connected in accordance with the / �'L !CEL. j requirements given in Tabler9. /�jLe-71 1 Table 9. Wall Openings-Headers in adbeiaring Wails Header Span (ft.) sr,:; iii ber.of uli-He bt Studs Uplift(lb.) Lateral(lb.) C, w .:`sriyli:^'��.'x`m.Y1.!u.Y i, i'�i`...rs^• .'1!'... 2 2-2x4 1. I 277 ' 132 3 2-'2x,4 �, 198 —- 2••-2x4 - -- =- 2- 554 — _- 264 5 2-2x4 3 . 6 2-2x6 _._._. .3__ :_ f 831 - -----396 -_ 7 2-.2x8• 3_�--i 970 J ___. .----462 8 2-2x12 3 i 1,108 528 — j------.___....----- 9 3-2x10 _.._�.: --' 3, 1,247 594 10 3-.2x12 .... q +_ 1,385 '660 11 4-2x10 4 1,524 726 e �-N^-�-� a � w�� -, � � � , � � � � 5 IM LtV Oo 116v . -vt TOTAL DUE Food establishment inspections are ongoin necessary to make an appointment with th establishment is not open during normal w call 862-4644 between (8:00 - 9:30 a.m. o inspection. Enclosed is a food permit application form. along with the required payment on or befo Barnstable;addressed to the Public Heal MA 02601. Upon satisfactory compliance a two current ServSafe Certificates, you will permit(s) for,calendar.year 2005. Failure to renew permit on or before ]anuar of $10.00 Fate charge. R If you should Have a'ny questions, please fe office at 862-4644. LIA 0 in all matters relative to_work, including pool building permit. Pool is not to be filled before until final inspections are performed and accept `.(Address of Jo Signature of Owner Print Name If Property Owner is applying for Homeowners License Exemptio Q:FORMS:O W NERPERMI S S IONPOOLS Ja 4p�oFTHE T Town of Barnstable �T �s # Regulatory Services + BARNSTABLE, y Mass. �, Thomas F. Geiler,Director fora�� 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 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT Construction Supervl sor'License.,, # 2.22. , hereby certify that I am no longer the Construction Supervisor listed �IdraE �NtfeaJ 4fWr �S�F3i5 Ln77 on the application for the project under construction as authorized by building permit # tA� issued to (property address) 5 27 W DDIZ A-VE �og 1201100595 on FF-G IS , 201�. I also certify that on 2 ,'201�, I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. AVM++ 2 3 �►� LICENKE HOLDER DATE q/forms/newcontr reference R-5 780 CMR rev:110410 EXHIBIT 7 ouw Coe 4540oOc9 (AQC7(o ea APO �� o ��e �aoD �QO you , Inspector Roma's:Preliminary Building inspection of Aug 12, 2011 This inspection was collaboration between,an owner,who could not or would not pay his bills as problems developed,owners newly hired builder and an overzealous building . inspector.In addition,Mark Grenier was not invited to this inspection (inspection?). On Aug.12,2011 inspector Roma performed his inspection on the subject property. He performed:this inspection,in the presence of the home owners and the new builder they hired;.while the permit was still in Builder Mark Grenier's name.Then on Aug 15,2011, inspector Roma returned to the project with two more building inspectors from the town of Barnstable,once again not inviting Mark Grenier.This preliminary inspection should have been completed by a certified independent 3rd party, not the local building inspector. Inspector Roma's action encroaches upon an abuse of power. Builder, Mark Grenier had no knowledge of.what was done,or might have been done to the structure during the time he was terminated.(Aug 5,2011)and the above inspection. In old.buildings(Dolesh—Groom home is circa 1913) problems can arise, but it's the owner's responsibility to pay for them. Once the subsurface or concealed physical conditions and the unknown physical conditions became known,Scott Dolesh and Dr Groom were responsible.to pay for them.The existing structure was in decrypt conditions and this translated.into extra time and extra money. This inspection was basically a witch hunt and in my opinion should be thrown out. were you see the**.means the inspection was performed on a preliminary bases and was not a frame inspection.Had it.been a frame inspection with builder Mark Grenier present,none of this would have been necessary. -Roma's questions[notes in black font -Builder Mark Grenier's answers in normal font Permitted work 1. (Roma) No.plywood nailing inspection for foyer,mudroom,3 season room MG Answer a. Town of Barnstable building permit issued on February 15,2011,permit number 8 20110255�list a min of four call inspections required for all construction work. No were on.:the,building permit card does it call fora nail inspection on a remodel or addition. The,approximate amount of pieces of plywood in question is about 8-10 sheets.All of which.were pieces.that go around windows and doors,that would need to be nailed off properly anyway. 2. (Roma)Nails/:Nail heads that could be seen appear to be too small/wrong size MG Answer. a. Mr.Roma used the words"appear to be too small/wrong size"when.he describes nails. All nails used were 8 penny galvanized ring nails applied liberally, if not excessively, by mechanical means(pneumatic nail guns),meeting or exceeding code standards. } 3. (Roma)**Foyer—sitting on concrete block w/o apparent connection to sonotube MG Answer, a. Foyer..floor was left unsecured for access to accomplish this function at a future date, before a frame inspection. 4. (Roma)**The missing joist or unfastened standoff @ post/sonotube. MG Answer.:: a. These were excluded do to the involvement and movement of the electrical supply to the panel,which was waiting the relocation of the electrical service. S. (Roma)**Hurricane ties,joist hangers not nailed. MG Answer a. Once again builder not finished. 6. (Roma)Mudroom/3 season room.2x4 fastened to top.of 2x10 joists? MG Answer a. The;floor was framed to code on the mudroom/3 season room.The 2x4's were applied to;the.3.season room floor framing using 6"timber locks spaced at 24"oc.The reason for the added 2x4 was to bring the floor height up to the existing first floor level.The original height was set to maximize the ceiling height of the sunroom. 7. (Roma)3 season room—all girders are overspained. MG Answer: a. Original plan.calls for 2x10's @ 16"oc. Builder elected to use 2x10's @ 12"oc, exceeding specification. Inspector Roma failed,to observe this upgrade. 8. (Roma)How.is post/Girder attached to frame MG Answer a. The..post run continues from the footings to roof system.The Girder is notched into the 4x6post,and then fasted with 6"timber locks. Inspector Roma failed to notice this detail.as they were lined by KID material for sheetrock application. 9. (Roma)**How.is shear of 3 season room achieved? MG Answer: a. Thewall-was reframed to code and plywood was applied horizontally to the exterior. Before,the inspection was to be.called by builder,a second layer to be applied vertically to;the interior. 10. (Roma) **Ledger locks/bolts @ house over spanned. MG Answer.::.:.: a. Once again,the house was inspected before the builder called for inspection.The bolts whereon site and at no time was access blocked to apply them. 11. (Roma)Roof over 3 season room is Ice&water shield, not rubber. MG Answer.. . .: a. An.EPDM:Rubber roof on the 3 season room was installed by Villani Roofing and siding. Apparently inspector Roma failed to pick up on this obvious detail. „ 12. (Roma)Why is finish floor being installed? MG Answer a. Builder's choice.This is not even an issue that a building inspector needs to consider. 13. (Roma)**Foundation in front of house does not have PT Sill MG Answer . a. Builder was not finished and did not call for a frame inspection.The existing sill was still in:place and was not PT 14. (Roma)Permit not on site. MG Answer.. a. Permit was on site and was posted.This may have been removed by Dolesh-Groom 15. (Roma)**Plans submitted for permitted work were stamped by a structural engineer,those plans wer..e.not:followed. MG Answer. a. The Builder was not finished and did not call fora frame inspection Unpermitted Work 1. (Roma)Vfloor.and 2 nd floor gutted MG Answer a. The jnterior partitions were%"tug&groove walls,with no studding,insulation or sheetrock:Therefore,being nothing more than paper dividers and not structural framing members b. The exterior plaster walls,due to poor original construction and mold,needed to be replaced,not only for health and safety reasons,but also for increased energy efficiency and.insulation purposes.The existing windows and doors did not have proper headers, jacks,or:king studs. c. Owner requested cathedral ceilings in bedrooms and aloft over middle bedroom.This Work was performed at the owners request 2. (Roma) No1nsulation information MG Answer. . a. The;insulation information was submitted with building permit application. if it has been lost..buiider has a copy. 3. (Roma)Decks:were constructed(crossed out on application) MG Answer; a. Oq Feb.:3,2011,the building application was submitted.The application requires sign offs-from: i. Historic Commission L. Health department Conservation commission. b. (i.)Mark Grenier successfully presented the proposed changes Dolesh.Groom wanted to the.HC,and those changes were approved at a formal hearing on Dec.9,2010 c. (ii)Health department"sign off'obtained on Feb 3,2011 d. (iii)Conservation Commission. A.: The rear deck was within 60ft of a wetland.Therefore,a formal hearing was required before a"sign off' could be given. A hearing was scheduled for March 15,2011—6:30 pm. Location:Town Hall Hearing Room (see Agenda). Baxter&Nye and Mark Grenier successfully presented the application for the rear deck and the deck was approved. 4. (Roma) **Ice.and water shield on flat surfaces,not rubber roofing MG Answer: a. This was a temporary waterproofing measure,to keep the water from collecting around the basement,until the EPDM Rubber could be installed at proper time. 5. (Roma)**Roof over deck has no joist hangers. MG Answer a. Builder was not finished and did not call for a frame inspection 6. (Roma)Concrete block retaining wall is cracked and leaning MG Answer. " a. This.was a non-structural temporary feature to retain the mud flow from encroaching on the house. b. This.has no bearing on the subject matter at hand. Landscaping was to be performed by owner 7. (Roma)Support post of roof lands unconnected on this cracked wall. MG Answer a. Builder has pictures that the post is sitting anchored on a poured concrete footing 8. (Roma)Over span on decks(side&rear) MG Answer a. The decks were built to specification on the plans 9. (Roma)**.What is purpose of spacer between joist and girder @ rear deck? MG Answer a. This is allowed as long as joist hangers and hurricane clips are applied. 10. (Roma)**Girder in Basement: a. Splice,not.over Lally column b. 3'4..member cut short @ door c. Not,supported @ either end MG Answer a. Girt not completed yet,because of basement door relocation b. Lally column not installed.Again builder not finished c. Again and;again, builder not finished. Did not call for frame inspection 11. (Roma) **Added floor joist not on girder MG Answer. a. These:were.added and timber locked to the existing forjoist,which are on the girder. For example:a 2x8 becomes a 48.This was done for safety reasons.A ledger was to be added later. 12. (Roma) **No.lateral bracing between joist MG Answer a. Builder was not finished and did not call for a frame inspection 13. (Roma) First.floor: a. Sister joist resting on strapping only b. Header between front and rear may be overspained c. End.joist off set closer than 24"(+/-5")at double plate d. LVL.does not have full bearing e. 2x8:.floor joists overspained(kit.Area) f. Question.of,posting of LVL to basement g. Question+of posting of new stairwell h. Strapping in foyer area not nailed/supported MG Answer a. Sister joist were timber locked to the'existing floorjoist. b. Maybe? c. Don't.know what this is referring to d. Again;Builder was not finished and did not call for a frame inspection e. The floor joists were existing framing. Builder,for safety reasons,doubled up all of these joists.: f. LVL were installed according to plans g. New stairwell was installed according to plans h. **Foyer:was permitted, Builder was not finished and did not call for a frame inspection 14. (Roma)Second:Floor: a. Reconstructed w/o adequate ceiling joist b. Strapping.unnailed/toe nailed c. N6.joist hangers d. No.structural framing members(LVL ect.) e. Whatfasteners were used to pad dawn original roof rafters? MG Answer. a. Any flat,ceilings added were for appearance only. The hip roof was untouched by builder except.Where skylights were installed,in which case, proper framing was accomplished to modern code. b. **Builder was not finished and did not call for a frame inspection c. ** Builder was not finished and did not call.for a frame inspection d. Unclear.as to where you wanted LVL e. 6"timber lock 15. (Roma)Some.of unpermitted work appears on plans stamped by a structural engineer.Those plans were.not.followed MG Answer.. a. Builder was not finished and did not call for a frame inspection f V i yoft► r Town of ]Barnstable Regulatory Services Y ` 4 i HAMSrAELE. Mnss. Thomas F. Geiler, Director - °rFd,,�.�° Building Division Thomas Perry, CBO, Building Commissioner .200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PLEASE FORWARD THE ATTACHED PAGE(S) TO: TO: • I FAX NO: RE: 57�--7 S c b b 6�- . l FROM: V DATE: - a PAGE(S): 1 -7 (INCLUDING COVER SHEET) W L oK�- �}✓ !¢ C©bC- R_ vtL7w A-S SvCH Rev:121901 '= --R;----------------- ------------.----- -.---------...---._--- --------�.-------.-----. Design-of Beam 1 :, SCUDDER 20 ' Hip INPUT ' V Fioor. I Live Load ( K /F't 2.) 0.025.01 1 Slope .0 in 12.: Code BOCA 1 Dead Load ( K /Ft 72) 0.015 1 Species -Wet Usef No [ Snow Load ( K /Ft -2) 0 1, Grade; : 2 ..OE- . Rep. Use : ' No 1 TL Deflection : L/180 ( Trib. Width 1 '-011 Lt. Cant. : N }. LL. Deflection L/240 1' DOL: 100 Rt. Cant. : N ( Pattern Loading Yes I Side Loaded NO -SPAN DATA (Length is to center line of bearing) I SPAN 1, Length 1 20 ' -011 Actual 1 20'-.'75 Brg. 1 .511 0 1i Min.. 1.592" 1..5 ' Total Length 20' - . 7511 .1 ADDITIONAL LOADS (Distances- are from left end) Units: K Ft . REF I LOAD I LOAD: 1 D;ISTANCE 1 LOAD I: BEGIN- 1: END' NO. I CASE ( TYPE I TO START 1 LENGTH 1 VALUE { VALUE 1 I D 1° I, I q 1 ' 2.0.,0:0. I 0..33 1 0.00 2 I L 1 L 1 0 1 20.00 I 0.55 1 0.00 MEMBER SELECTED Gener.i.c. L:VL 2.OE. 1.._75x1.1..875x3 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL . 1 "REACTION .1 BENDING I SHEAR I. LL-DEFL I TL-DEFL;. ( K ) !I ( K /In -2) I ( K /In -2) I ( In) ( ( in) . MAX VALUE I 6.2.67 I'. 2'.38 6. 1 G..1:UD& 1, -0.738. OF ALLOW I n/a 1 81 . 1 44 1 73 1 88 LOCATION 1 0,11, I 8'`-6 .7011, 1 1,91-.1.2:5►1. 1, 9 '=7.744.11 I 91 -7.:74:4": MAXIMUM HANGER FORCES -6.267 K (LEFT) 3.333 K (RIGHT) I I 1.1....88 In. 1 I Deep I ----------- ---- - - - --- ----- I 6267 lbs Max. WI a 0. 3333 lbs Ma x. BIS 2.350 lbs; DL o STRUC AL 12.50 lbs- DL 3917 lbs LL " No.29488 2083 lbs LL 6.3. K. ssGosTLE �� 3:.3 K. NA eneral Noes 1. Beam: weigl2t is assumed, to be included:'in. Dead Load. 2 . Load locations given are measured from the left end = LL.w L.......L..... V.L. Lize s 1.1 ut..l.ure. 3. Locations of maximum moment",, stress; and deflection. are, measured from the left end of the structure. 4.. Bearing across full. width of beam: is, required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths' required may be: limited by bearing stress on. supporting members. 1. A negative reaction.. indizates, that: the beam must. be fastened to the support.to resist uplift. 8. Cantilever defiection al,lowabaes are: based on twice the span length_. Design ,of Beam 1: • 527 SCUDDER 2B1 RU145 FA03T TO BACk 14 C6NTJR 6F qb SF INPUT Floor. { . Live. Load ( K /Ft -2) : 0-05.001 { Slope 0 in 12.. Code : BOCA (Dead Load ( K /Ft -2) : 0.025 { Species Wet Use. No. { Snow Load ( K /Ft "2'j, 10 { Grade; Z OE Rep. Use : No { TL Deflection L/300 { Trib. Width 13' -0" Lt. Cant. : N { LL Deflection, L/36.0, DOL 100 Rt. - Cant. : N ( Pattern Loading Yes { Side Loaded NO SPAN DATA (Length is to center line of bearing) { SPAN 1 Length ( 10 - -0" Actual { 10'-.75" Brg. 1.5 0 Min. 1.857" 1.85711 Total Length : 10 ' -. 75" MEMBER SELECTED Generic LVL 2..0E 1..75xll_875x2; IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL { REACT`ION (' BENDING { SHEAR: {. LL.-DEFL. {' TL-DEFL I ( K ) ( ( K /In -2) ( ( K /In -2) { ( In) ( ( In) MAX VALUE { 4.876 { 1 .718 {. 0.1411,4 { -0..15.-0: {' -_0-.225 % OF ALLOW { n/a ( 60 ( 49 ( 44 ( 56 LOCATION { air; { 5 F-olf- { 9 '—.1.2:5 fe { 51 _O.ee ( 5' —0". MAXIMUM HANGER FORCES 4%876 K - (LEFT) 4.876 K (RIGHT) ----------------- ---- ---------------------- --- --- { 1.1.88 In. {' s Deep { { 4876 lbs Max. P N ss . 4876 lbs Ma, x. = IL 0. 9cti 1625 lbs DL BISH �m 1625= lbs. DL. 3251 lbs LL STRUCTURAL 3251 lbs LL � 4.9 K' " No.29488 y 4_9 K` General. Notes °�FssioNA+��G f 1. Beam weight. is. assumed toi. be included in Dead Load. .2 . Load locations given are measured from the left end , of the, structure,. 3. Locations of maximum. moment-, stress: and def lectionL are, measured from the left end of the structure. 4.. Bearing across, full width of beam is, 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be: l. mi.ted by- bearing streSSL on supporting members. 7. A negative reaction indicates that the beam must be. fastened to the support to resist uplift. �3. Cantilever deflection allowables are- based on twice the, span length.- Check of Beam 1 : 527 SCUDDER 2B4 SIR-rWrrfA WO ROOM A+10 LiVoX RWH INPUT ' Floor ( Live Load ( K /Ft -Z): 0,.74 ( Slope+ 0, in 12 Code BOCA ( Dead Load ( K /Ft -2) 0.335 ( Species Wet Use : No ( Snow Load. ( K /Ft -2) 0. ( Grade. 2-GE, Rep. Use No ( TL Deflection L/300 ( Trib. Width 1 '-0" Lt. Cant. : N ( LL Deflection L/3--60 ( DOL 10:0 Rt. Cant. : N ( Pattern Loading Yes ( Side Loaded NO SPAN DATA (Length is to center line of bearing) ( SPAN 1 Length 1 6 ' -0" Actual ( 61-,7511 Brg. 1 .5" off Min.. 1 .51f` 1.511: Total Length 6 ' -.75" MEMBER SELECTED Generic LVL 2.._OE 1 ..75x4`.Z5x2 - IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION k BENDING ( SHEAR [ LL-DEFL ( TL.-DEFL ( ( K ) ( ( K jIn �2) i ( K /In -2) ( ( In) ( ( In) MAX VALUE ( 3'.225 ( 1.163: (' 0-.11103 ( -0.047 ( 0.068. OF ALLOW ( n/a ( 38 38 (' 23 ( 28 LOCATION ( 0:n (. 3. -G" 51'-2-75.7 ( 3 `0 k, 3 _( t MAXIMUM HANGER FORCES 3.225 K (LEFT) 3..225 .K (RIGHT) 9.25 In,. Deep ( � I '----------- -------- -- ---------------- -- - OF qs-------- 3225 lbs Max. s 3225 lbs Ma 9 C x. o� WILL 0• yG 1005 lbs DL BIS �, 1.005 lbs: DL 2220 lbs LL o STRUCTURAL y 2220 lbs Lt. 3.2. K' No.294880. 3.2 K. �FGISTE�F General Notes 1: Beam weight. is, assumed to be, included- in' Dead Load: 2'. Load locations given ar`e measured from the left end of the structure. 3. Locations- of maximum moment,, stress and deflection are: measured from ,the left end of the structure: 4. Bearing- across-. full width of beam is required.. 5. Structural adequacy ' of supporting members must be confirmed. 6. Bearing lengths required may. be limited by bearing stress on supporting members. 7. A negative- reaction indicates; that the beam must be fastened to the support to resist uplift. . 8. Cantilever deflection allowables are:- based on twice:' the span length II Design of Beam 1 : . 527 SCUDDER 2B5 INPUT Floor I Live: Load ( K. /Ft -21 G -53`: [ Slope 0 in 12' Code : BOCA I Dead Load ( K /Ft "2) 0.2 l Species Wet: Use No I Snow Load ( K 1 Ft 2`Y: 0 1 Grade 2.GE Rep. Use : No I TL Deflection L/300 .I Trib. Width 1 ' -0" Lt. Cunt N. I LL Deflection L./3`60 I DOL, 100 . Rt. Cant. : N I Pattern Loadinq Yes I Side Loaded NO SPAN DATA (Length is to center line of 'bearincq) SPAN 1 Length 1 14r -0" Actual I 14'-..75 Brg. 1 .5'1 0q Min. 1 ..947" 1.,947111 Total Length 141-.75° MEMBER SELECTED Generic LVL- 2-.OE 1..75x14x2 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING: `I SHEAR I LL-•DE'FL I TL:=DEFL i ( K ) I ( K /In -2) 1 ( K /In. -2) 'I ( In) l ( In) MAX VALUE I 5.:1.1. 1: 1 .877 I 0.,130 6, I -0--286 1 -•0.3.94 OF ALLOW l n/a 1 65 1 45, 1 61 1 70 LOCATION: 1 Q.rrt I 7 r_e,rr. 1 12.r_10'v 1 7 c—Q n 1' ' 7 r-0jr MAXIMUM HANGER FORCES - 5. 11 K (LEFT) 5. 11 K (RIGHT) I l 14 In... I F Deep 1 1 I, I - - - -------- - --- ---- -- - ---------- 5110 lbs Max. PEA 5110 lbs Ma X. WILL M 0. 9cyG 1.400 lbs- DL BISHOP m 1.400 lbs, DL 3710 lbs LL o STRUCTURAL y 3710 lbs LL 5..1 K: " No.29488 5.._1. K FG/STEW�° General Notes IOMAI.E�G\ 1.: Beam weight is-- ass-timed to be included in Dead'Load.. -2. Load locations qiven are measured from. the left end Y o,f the structure. 3. Localti.ons of maximum moment, stress and deflection are ,measured from the left end of the structure. 4.. Bearinq across full width of beam i.s recxu red. 5. Structural adequacy of supportinq members must be confirmed. 6. Bearinq lenqths required maybe limited ov bearing stress. on- supportinq members. 7. A negative reaction indicates that the beam must: beifastened to the support to resist uplift. 8. Cantilever deflection allowables., are based on, twice. the span length, ___ _ __ --- Design- Design-of Beam 1: 527 SCUDDER 2B1 TO 13ACL I CfcdTVZ INPUT Floor ( L.ive.. Load- ( K, /Ft -2)- 0.05001 ( .Slope. 0= in 1.2. Code : BOCA- 1 Dead Load ( K /Ft -2) 0.025 1 Species Wet.. Use No I Snow Load ( K /Ft "2) 0 1 Grade :; 2.0E Rep. Use : No I TL Deflection L/300 Trib. Width 13 ' -0" Lt. Cunt. :: N ( LL Defleectio- L:/36:0 ( DOL 100 Rt. Cant. : N ( Pattern Loading Yes ( Side Loaded NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length ( 10' -o" Actual i 10'-.75." Brg. 1 .511 0" Min. 1.5" 1.511 Total Length : 10' - .75" MEMBER SELECTED Generic LVL 2.0E. 1.75x9.5x-3 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION' I BENDING: Ir SHEAR 1 LL-DEFL L T'L-DEF'L ( ( K ) 1 ( K /In -2) 1 (' K /In -2) 1 ( In) 1° ( In) MAX VALUE 1 4.8:76 (. 1 .8-52 I 0.12342 I -0.195 ( -0-292 OF ALLOW ( n/a j 61 1 43 ( 58 I 73 LOCATION ( 0,-'. 1 51:--0, 1. ( 9"-2..5.«: I 5,`._.0it 1 5' -0:11 MAXIMUM HANGER FORCES 4.876 K (LEFT) 4.876 K (RIGHT) 9.5, In. ( 1 Deep ( I 1 1 4876 lbs Max. �� o Assgc 4876 lbs Ma x• WILLIA N yG 1.62.5 lbs. DL: e►sw '1625 lbs., DL: 3251 lbs LL a STRUCTURAL y 3251 lbs LL 4.9= K No.29A88 4.9 K. RFGISTER�� General. Notes �OF�ss►o0L 1. Beam weight i.s assumed to be included in Dead, Loud 2 . Load locations given are measured from the left end of the. structure. 3. Locati.ons of maximum moment, stress. and deflection are measured from the left end. of the structure. 4.: Bearing. across. full. width of' beam. is, required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing- lengths required may- be -limited by- bearing stressr on. supporting members. 7. A negative reaction indicates that the: beam must, be, fastened to the support to resist uplift. 8. Cantilever- deflection allowables are based on twice the span 'length., r Check of Beam 1.: 527 SC IDDER 1`1 ri(15r J'Laa Z F&&Wr -To `BACk, INPUT Floor I Live> Load fi: K tFt "2) : 0.09001 1. Slove•' 0 in 12 Code BOCA .I Dead Load ( K /Ft -2) : 0.04 1 Svecies Wet Use No. I Snow Load ( K /Ft `2) G I Grade 2..0:E Rev. Use No I TL Deflection : L/300 I Trib. .Width 13 ' -0" Lt. Cant. N I LL Deflection L/360 I DOL 10`0 Rt. Cant. : N I Pattern Loadina : Yes I Side Loaded NO SPAN DATA (Lenath is to center line of bearing) I SPAN 1 Lenath 16 ' -011 Actual 1 6.1 -,.75," Bra. 1 .5" 0" Min. 1 .93211, 1 .93.2" Total Lenath 6 ' -.75" MEMBER SELECTED Generic. LVL 2.OE 1.75x9.25x2 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION i BENDING I SHEAR I LL-DEFL I TL-DEFL I ( K ) 1 ( K /In -2) 1 ( '-K /In -2) 1 ( In) I ( In) MAX VALUE I 5.07 I 1.82.9 1 0 17456> I -0.014 I G.107 OF ALLOW I n/a I 60 I 61 1 36 I 44 LOCATION I 0f" t 31'-011` 1 5' -2.7511 1 3`-0 1 I 3:c-0,,1; MAXIMUM HANGER FORCES : . 5.07 K (LEFT) , 5.07 K . (RIGHT) I 9.25 In. I f Deep I I f 1' -- - - --,----- ----------------- -- ----- -- I I 5070 lbs Max. F gssq 5070 lbs Ma x. o� wit o: cyo 1560 lbs DL Bi'HOP �, 1560' lbs DL 3510 lbs LL o STRUCT RAC ° 3510 lbs LL 5.1 K " No.29488 " 5.1 K General Notes. ss�osTEENG�� NAL 1. Beam. weight is assumed to be. included in Dead Load. . �.,. 2. Load locations aiven are measured from the left end of the structure.. 3. Locations of maximum moment. stress• and deflection are> measured from the left end of the structure, 4 Bearna across full width :of beam is• rea-uired.. 5. Structural adeauacv of suDDortina 'members must be confirmed. 6. Bearina lenaths reau-ixed mavv be limited by bear na- stress on suDDortina members. - 7. A neaative reaction indicates that the. beam• mus:t be fastened to the suDDort to resist uplift. 8. Cantilever deflection allowables are based on twice the span lenath. ` �f Check of_ Beam 1 : 14 ' Floor joist - � INPUT Floor" J: Live Load ( K /Ft -2:) 0.0400.1 ( Slope 0 in 1.2 Code BOCA ( Dead Load ( K /Ft -2) ; 0.015 . 1 Species: :` Spruce-Pine-Fi Wet Use No ( Snow Load ( K /Ft "2) 0: Grade 1200f Rep. Use : Yes ( TL Deflection L/240 ( Trib. Width 1 ' -4" ' Lt. Cant. : N J LL Deflection L/360T J. D:OL 100. ,Rt. Cant. : N ( Pattern Loading Yes ( Side Loaded NO SPAN DATA (Length is to center line of bearing) J SPAN 1 Length ( 14 ' -0" Actual I 14' _..7:5 Brg. 1 .511 off Min. 1 .5," 1.5" Total Length 14 ' -.75" MEMBER SELECTED Sawn Spruce.-Pine-Fir 1200f 2x10' IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL J REACT`ION: ( BENDING ('- SHEAR J LL-DEFL, J TL-DEFL - ( ( K ) ( ( 1< ./In -2) ( (, ,K /In -2) ( ( In) ( In) ' MAX VALUE: J 0..513:43 ( 1_008 J 0.:.04939.3 (' 0.38& ( 0.534 % OF ALLOW ( n/a ( 73 ( - 70 ( 83 ( 76 LG`CAmTON ( O.er. J 7 1 _0,": (; 13"—,2.75." J` 7 r Ore J 7 _On MAXIMUM HANGER FORCES 0.51343 K (LEFT) 0.51343 K (RIGHT) { 10 I'n.. ( , Deep J (, ----- - ------------------------- - - - - --__= 513.4 lbs Max 0 4ss 513. 4 ,lbs :Ma x. 140 lbs DL VOLLIA 0 9�yGN� 1.40 lbs DL. 373.4 lbs LL BISHOP r"y 373.4 lbs LL ' STRUCTURAL No.29488 0.513 K: G.S 1.3. K General. Notes. tmsTE�`tio��``� 1.. Beam weight is assumed. 'to be , included, in. Dead: Load. FC, Kit 2 . Load locations given are measured from the left end 1 of the structure. 3.. Locations of maximum moment, stress and deflection are measured from the left end of the structure. 4. Bearing: across full Width-= of beam is required:.:. 5. Structural adequacy of. supporting members must be confirmed. 6. Bearing- lengths: required. may be limited by bearing:, stress, on supporting members. 7.- A negative. react4'on indicates that: the beam must be fastened to the support to resi,st. 'uplift. o. r- +_,:i s a-� ..,..x ,..., is i i 4.,-..,., + �..,. i Fyn v. �.czara ic:vrcr uei 15.c�..clvaa ci iviir:aa�iie? are-, aiaccd o a. t_W.:.�c fiat 3pQir: a eiag aa- L ---------------- Check of Beam 1: 8 ' 8 ' °Beam at Deck/Porch . INPUT Floor (' Live Load, ( K /Ft -2)`. G.04001, ( S1ope,.0 in 1.2 Code BOCA ( Dead Load ( K /Ft -2) 0.015 ( Species Spruce-Pine-Fi Wet Use No (' Snow Load ( K /Ft "2) G ( Grade- 1200f Rep. Use No j TL Deflection L/240 ( Trib. Width : 7 ' -0" Lt. Gant. N ( LL Deflection. L/360' (: DOL. 100: Rt. Cant. : N ( Pattern Loading Yes ( Side Loaded NO SPAN DATA (Length is to center line of bearing) ( SPAN 1 ( SPAN 2 Length ( 8 ' -8-1 ( 8' -811 Actual [ 81-8.75T, ( a,—8'1 Brg. 1.5" 0" 0" Min. 1.511 2.:60:611 1.5:11 Total Length : 17 ' 4.75" ADDITIONAL LOADS (Distances are from left end) Units: K Ft REF ( LOAD ( LOAD ( DISTANCE (; LOAD (' BEG-IN ( END' NO. ( CASE ( TYPE ( TO START ( LENGTH ( VALUE ( VALUE 1 ( D: ( U ( 0' ( 1.7-33 (.. 0.08 (: MEMBER SELECTED Sawn Spruce-Pine-Fir 1200f 2x10x3 IS MEMBER OK? No CRITICAL STRESSES SUMMARY CONTROL ( REACTION ( BENDING ( S €EAR: ( LL-DE'FL. ( TL D'E'FL,. I / \ I / 1 1 / T \ f T \ / T.. I l K / 1 ( K / In -2, 1 ( K /ten -2/ i ( Ln/ ( Ln) M'Ti.V T77l T T:Tv 1. A: n:o.--A; 1: n; 0 An 7 7 C:, 1. /\ ll�. ?'Tn 7�(tt r 1\ n�'M. � 1: _n. n n;'7 L-LAM" v c1 L.L Va.. 1 Z.. V Zr 1 -V-.-V V/: /../.: 1 V•. ♦ /V f. 1 /. ld. n V T T T TJ I /-. 1 - C 8 1 11 1 n 1 -']A I 7 7 p vl- A-A"" " 1 n/ a 1 ✓V 1 .L%j 1 4.a -.1 T 11/•'A T.Tl11CT I O':.C 0:11 T O� _a:Te 1, •T 1 1'.m. r7'- TI'i 1:, T:7 R A C.7.A:fT: 1` O, _1 1 A G G. f L1V�.ni1.VLV 1 V —v y c/ u: 1 / iV /'5 1 t.r --Z, .,F r2 ! J � A. —XVV M7%VTMTJM �ITATGER L'/vlRCES � 1 GA'7 TI /T•te LET\ 1 � lJA'7 V /DT/�LTT\ L'1L]L11L'1 1.1 1C11\Vl.l 1- L%%rl:J IJ -1 . V Z/ i\ \Ll.l' 1 / i 0 In. ( I Deep ( (` ( I' ( • ( 1647 lbs Max. 4984 lbs Max. ! M sq 1647 lbs Ma x. 585 lb;s. DL. 195 lbs DL ® BISHOP 584..8 lbs_ D'L. 1062 lbs LL 3034 lbs LL STRUCTURAL y 1062 lbs LL 1.6 K 51 K 140.29488 . 1.6' K` G STEM GIenera'l Nbtes' '`FSSIONAL�� 1..: LlCL1m WG1 y11%. 1% a.'7�Zd11lCC.l OV, i/C' �LLV LIACAeCl. 1rY E/GaV J..IV ad.•, 2 Load locations given are measured from the 'Left er,d of the structure:. -7 r. i a y, i ., « 3. Locatio s o:i-' m'aximiim, momen--r str6s.r, and: def,ecLi.on are measured from the left end of the structure. 4. Bearing across- t b q fali ;��d�.h of l,e'am'. �S` required.,. . 5. Structural adequacy of supporting members must be confirmed... v. ne'al ity ieigthis" reKu. rcI may 1 y g be limited b- bearing s-tress on, supporting members. 7. A. negative reaction indicates, that the beam must- be fastened to the support to resist uplift, o. %art11 r defl.ection, allowab:les ar:e. based on twice the s-pan. length.. r i3 Check of Beam 1: 131211 Beam 3vjpp&ZTS rVY0-k A--T- Ftbnlr ENI-Ay QLxJS LAW RUOP INPUT Floor I' Live Load ( K /Ft "2) G..0-7` I: Slope 0 in: 12 Code BOCA I Dead Load ( K /Ft .`2) 0.03501 I Species Wet Use No I Snow Load ( K /'Ft '2')' 0' I Grader 1..8E` Rep. Use No I TL Deflection L/240 ( Trib. Width : 4 ' -0" Lt. Cant. : N I LL Deflection L/360 DOL 100 Rt. Cant. : N I Pattern Loading Yes I Side 'Loaded NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length 113 ' -2" Actual f 13"-2.7511 Brg. 1 .5" 0" Min. 1.511 1.5,ff Total Length : 13 ' -2.75" MEMBER SELECTED Generic LVL 1.8E 1.75x9.5x2' IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL I REACTION I BENDING: f SHEAR,. ( LL.-DEFL 1' TL-DEFL I ( K ) I ( K /In -2) 1 ( •K /In -2) 1` ( In) I ( In) MAX VALUE' ( 2.76S I" Z.0175, { 0-10975. I -0.42-1 I -0.631 % OF ALLOW I n/a 77 I 38 1 95 I 95 LOCATION ( Off I 6,1-71f. ( 12 4,,.511 I 6'-711 I- 6 F .7It MAXIMUM HANGER FORCES 2.765 K (LEFT) 2 .765 K (RIGHT) 9� 5 In:.. I I' Deep I l L I (------------------------------------- ----- --------------.� 2765 lbs Max. 2765 lbs Ma X. F 921.9i lbs DL. Ss9c 921 ..9 lbs DL. 1843 lbs LL 0L►-+A �n 1843 lbs LL 2.8 K 6ISN � 2..8, K r - STRUCTURAL a, ;, v No.29488 General Notes 5o �� 1.. Beam weight isr assumed to' be included in- Dead' Load. �- IE`� �'`` 2` Load locations given are measured from the left end OFFSslom-�� of the structure. A �1 3. Locations of maximum moment.,, stress. and deflection, a , �I► 1 measured from the left end of the structure. 4. Bearing across full width. of beam is. required.. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required maybe-limited by bearing: stress on supporting. members... 7. A negative, reaction indicates. that the beam mus-t be Tastened - to the support to resist uplift. 8. Canti.lever deflection.-allowables are based on twi.ce. the span Length.- . Check of Beam 1 : 13' 2" Beami cif�S PLcck A-T t04>W r COTAY W INPUT Floor ( Live Lod ( K /F't "2j 0 .07 ( Slope 0 in 1Z Code BOCA j Dead Load ( K /Ft 2) 0.03501 : ( Species :Spruce-Pine-Fi Wet Use : No ( Snow Load ( K /Ft -2`): 0� ( Grade izolof. Rep. Use No I TL Deflection Lj240 ( Trib: Width 4 ' -0" Lt. Cant N I LL Deflection r: L/360 ( DOL. 100 Rt. Cant. : N ( Pattern Loading Yes ( Side Loaded NO SPAN DATA (Length is to center line of bearing) I SPAN 1 Length ( 13 ' -2" Actual, ( 13`-2.75" Brg. 1 .5" 0" Min. 1..511 1..511 Total Length 13 '-2.75" MEMBER SELECTED Sawn. Spruce-Rine-Fir 12`0.01 Zx10x;4 IS MEMBER OK? : Yes CRITICAL STRESSES SUMMARY CONTROL ( REACTION (' •BENDING. ( SHEAR _ (' LL DEFL> ( TL•-DEFL ( ( K ) ( ( K /In -2) ( ( K /In -2) ( ( In) ( ( In) MAX. VALUE ( 2..76.5 ( 1..277 (, 0..0i6598.6: ( -0:.399 (' -0..598 % OF ALLOW ( n/a ( 92 1 94 ( 90 ( 90 LOCATION (' 0,��: ( 6 r 12►_4.7511 I. 6 _.,7��, I 6 f7 MAXIMUM HANGER FORCES 2 .765 K (LEFT) 2.765 K (RIGHT) 1.0 In.. Deep ( i I 2765 lbs Max. 2765 lbs Ma x. OF AS 921 .9 lbs DI: sq�y 92:1.9 /The D>L . 1843 lbs LL w�1UA G� 1843 lbs LL 2.8 K. © g1 RuclUCTURA- - W � No.2948a General. Notes �5� 1. Beam weight is assumed to be included in Dead. Loa ` pFESSIONA�`�� 2. Load locations given are measured from the left end of the s-tructur.e... 4 3. Locations of` maximum moment,, stress and deflection are measured from the left end- of the structure. 4. Bearing across full width of beam is: required. 5. Structural adequacy of supporting members must be confirmed. 6. Bearing lengths required may be, limited. by bearing -stress on supporting members. 7. A negative reaction indicates that the• beam" must be fastened to the support to resist uplift. 8. Cantilever deflection allowables are-. based on twice the- span length. I. I Design of Beam 1: '912 ' Beam Supports 8' Floor plus Low Roof INPUT Floor J.-Live Load. (' K' /Ft "'.2) 0.07 J , Slope-0 in: 12, 11 Code s BOCA. !, Dead Load ( K /Ft "'2.) 0.03501 , ! ,Species Wet Use No : k _Snow Load ( K /Ft 2). 0, ( 'Grade 2.0E.r Rep. Use No J_TL Deflection' Lj240 !` Trib. ."Width 4 ' -0" Lt. Cant.. :- N ! .LL Deflection_ Lj360 ( DOL 100 Rt. Cant. : N .! . Pattern Loading Yes ( Side Loaded"' NO SPAN DATA (Length is to center line of bearing) ! SPAN 1 ^ Length ! . 9 ' -2" Actual ! g 1:_2 75:ff' Brg. 1.5 01 ' Min... 1 5. 1..51f . . Total Length 91 -2 .75'r MEMBER SELECTED Generic LVL 2.0E 1:.75x7:25_x2 IS MEMBER OK? Yes CRITICAL STRESSES SUMMARY CONTROL ! REACTION ( ° BENDING ! SHEAR, !x LL-DEFL ( T-L-DEFL ! ( K /In- -2) -.i ( K /In -2) ! ( in) !, ( In) MAX 'VALUE !' 1.925 ( 1.727 I 0;.098803: .! -0..200 ! -0.300 % OF ALLOW ! nja ( 55 ( 34 ( 65 ! 65 LOCATION' ! 0;'" It 4J_7rr:. ! g 1._6..75rr: !', 4.e—7�e. ,!, 4'—7rr MAXIMUM HANGER FORCES 1 .925 K (LEFT) 1.925 K (RIGHT) 7.25 In. ! h Deep ( ! �_- -- --------- ----=------------- ----- - t ------- - i 1925 lbs Max. 1925 lbs 0 AS Ma S x. .e q� 64.1.8 lbs, DL 641..8 lbs DL � W�1.UA �' tiG o 1283 lbs LL 1283 lbs LL BISHOP —� 1.9 K "gT.RUCTURAt y v No 29A88 General Notes 1. Beam weight: is. assumed to be included' in Dead Load;.. 'gyp FGIS1`� 2. Load locations `given are measured from the, left end m of, the; structure,.,, 3. Locations. of maximum: moment:, stress and, deflectioin are measured from the left end of the` structure. 4. Bearing across full width of beam. i:.s requ%red . 5. Structural,. adequacy of1 . supporting. members must be confirmed. fi Bearing lengths required'may- be: limited by .bearing stress- on: supporting members. 7. A negative- reaction,; indicates that- the beam must be, fastened to the support ,to resist uplift. . 8. Cantilever` defl.ecti.on allowables- are- based on wise the span. l.enc -thy. r , ----- -_--. J------- .----.- --- ------��---.'-.- -.---.--.-�-- -�--. - ----� - Check-of Beam 1: '?.' 2 ' Beam Supports 8' Floor- plus Low Roof s INPUT - Floor 1-.Live Load ( K /Ft -2) 0.07 I Slope G. in 12 Code BOCA ( ,Dead Load ( K /Ft -2) 0.03501 ( Species z Spruce-Pine-Fi Wet Use: No I-Snow Load ( K /Ft " 2), G. I Grade :. 120Of Rep. Use No I ,TL Deflection L/240 I Trib.. Width 4 ' -0" Lt. Cant. : N I _•LL Deflection. L./360 ( DOL 100 Rt. Cant. : N I .Pattern Loading Yes 1 Side Loaded NO SPAN DATA (Length is to center line, of bearing) I SPAN 1 Length 1 9 ' -2" - Actual 1 91-2.75" Brg. 1 ,5" off Min. 1.5111.5'1 Total Length : 9 ' -2 .75"' MEMBER SELECTED Sawn Spruce-Pine-Fir 12.0Gf 2x-10x3 IS MEMBER OK? Yes CRITICAL STRESSES _SUMMARY CONTROL ( REACTION 1` BENDING- ( SHEAR I LL-DEFL I TL-DEFL I ( ,K ) I ( K /In -2) 1 ( K /In -2) I ( In) ( ( In) MAX VALUE 1 ..1.925 ( G 82501 0.057708 ( -0.125 .( 0.187 .. % OF ALLOW I n/a 1 59 I 82 I 40 I 40 LOCATION I wl I 4 7.11 I; 8 4,.75��: I 4:1._.7.1r. L 4:"_7 MAXIMUM HANGER FORCES 1.925 K (LEFT) 1.925 K (RIGHT) ---- ------------------ --- I � i 10 In. Deep 1 I � 1 --------------------------- 1 i 1925 lbs Max. MAss9 1925 lbs Ma x. 641.8 lbs DL _ �' 641.8 lbs DL ®= w�� m o y�N . siswoP 1283 lbs LL . o STRUCTURAL y 1283 lbs LL 1.9 K No.29488 1.9 K '$ RF6I ST General Notes p �FFSSIONAI�N 1. Beam weight is:-..assumed to be included in Dead Load. a " . 2 . Load locations given are measured from the left end of the structure 3. Locations of maximum moment-, stress and deflection are measured from the left end of the -structure. 4. Bearing across-.full width of beam is required. 5. Structural adequacy of supporting members must be confirmed. 6 Bearing lengths required may be limited by- bearing- stress on. supporting members 7. A negative reaction indicates that the beam must- be fastened to the support. to resist uplift. 8. Cantilever deflection allowables are based- on twice the- span length. Town of Barnstable Regulatory Services awaMar Thomas F.ONta,,Director •ssa Building Division Tbomss Perry;CBO,Budldfag Cammissio— - 200 Main Street,11ymmis,MA 02601 —toxn.barastobl—s as Office:508.862-4039 Fax:503-790.6230 PLEASE FORWARD THE ATTACHED PAGE(S)TO: TO: ATTN: P-( IClf 1<Lt_ FAX NO: L RE: -7 D b&k FROM: �6q-U L. . . .. DATE: f— ( a . PAGEM: J-1 (INCLUDINGCOVERSHEM �! — W 2-�- µAV,9 A coal; Qct/rEw AS S•oC/y - 7-74,5 rdA r 15 FOk- 6=tt-. C,4LCS 1Qo ry 9'"- SIS(fdP - YV- 'WAvE *t S D2.A-4. CS-f a rC - AC-C Yay.P• (fir() 771-f$ Rar111901 az I s. I i aw_3 •x2w papaa'Dx3 (5 '3 uO! IOD"00 a l lwi s5e} ON ({, '3 A amsuv ON (E '3 Asn0 (Z '3 Ili} aul I Ao do SueH (l '3 A O A A a A O} u O s 12 a ---------------------------------------------------------------------------------------------------- �0 ll d 891L1LL80S16 Xl haOwaW ti108 IuaS ION jinsaq (s) 2d U011pullsa0 ;POW 'ON a�pd ali.� Wdti0 :6 1106 Zl 'daS : awil/a�p0 (z (( ( Wb90 6 110� Zl 'daS ) JAOda� jlnsa� uOije) iunww03 l 'd oFIME lay. Town of Barnstable Regulatory Services • Y • BARNSrABLE, y MASS, �► Thomas F. Geiler,Director 1639. o Building Division Tom Perry, Building Commissioner 200 Main Street,Hyannis,MA 02601 www.tow n.ba rn sta ble.m a.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT • I, ►�1 Q f2h• GRI O N 1 E P, , Construction Supervisor Licensq,) —' # 9 22 , hereby certify that I am no longer the. Construction Supervi or listed--, �IdrnE 0M >�r 154315 1 :7 32 on the application for the project under construction as authorized by building permit M� � # , issued to (property.address) 527 15 W D0FZ AVE 4w P>PT- 2o11005 on FEQ IS 201L. I also certify that.on Tv Li 201�, I notified the property owner, that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. Avg. Z3 201� LICE E HOLDER DATE q/forms/newcontr reference R-5 780 CMR rev:1 10410 ■ © 7a ■ DMEN fU Ln tt1 , 11'"IPAR41 �ru LrI Postage $ ' $0.64 0672 ri Cer$Bed Fee ' $2.85 01 O ..: 4 Postmark O RetumReceiptFee O (Ere doemerdRequired) $2.30 Here„. r%- (En Restricted Delivery orse ent Required) ed)Fee $Q.00 O Total Postage&Fees $5.79 0811812011 Sent T S4reet;4x:hTo or.PO Box N....!_ 1.1.. � T T--------- City,State.Zip �� Certified]Mail Provides: e A mailing receipt o A unique identifier for your mailpiece o A record of delivery kept by the Postal Service for two years Important Reminders: n Certified Mail may ONLY be combined with First-Class Mail®or Priority Mail®. o Certified Mail is notavailable for any class of international mail. o NO INSURANCE'COVERAGE IS PROVIDED with Certified Mail. For valuables,please consider Insured or.Registered Mail. c For an additional feeja Retum Receipt may be requested to provide proof of delivery.To obtain Return Receipt service,please complete and attach a Return Receipt(PS Form 3811)to the article and add applicable postage to cover the fee.Endorse mailpiece"Return Receipt Requested".To receive a fee waiver for a duplicate return receipt,a4JSPS&pgstmark on your Certified Mail receipt is- required. -- a For an additional fee,-delivery may,be restricted to the addressee or addressee's authorized agent.Advise'the clerk or mark the mailpiece with the endorsement"Restricted Delivery". n If a postmark on the Certified Mail receipt is desired,please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed,detach and affix label with postage and mail. IMPORTANT:Save this receipt and present it when making an inquiry. PS Form 3800,August 2006(Reverse)PSN 7530-02-000-9047 BIKE Town of Barnstable Regulatory Services BARMABM MASS. �, Thomas F. Geiler, Director zb;q. Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 5Q8-862-4038 Fax: 508-790-6230 August 15, 2011 Mr.Mark Greasier 1019 Route 132, Unit 6 Hyannis, MA 02601 Re: 527 Scudder Avenue, Hyannis, MA 02601 Dear Mr. Greasier, On February 15, 2011 a building permit was issued for work at the above referenced address. The application specifies a"new three season room, mud room, foyer, new shingles, new roof, some ext. trim,kitchen/bath remodel, new door and windows.""Add exterior decks"was crossed off and you initialed this change. On August 12 and 15, 2011, at the request of the owners, a preliminary inspection was conducted by this office and resulted in a list of concerns and questions. Because the work performed so far exceeds the work permitted and because the list of corrections is so lengthy, the specifics of the inspection are on the enclosed pages which are divided between permitted (2 pages) and unpermitted(4pages)work. This office has no documentation that you are no longer involved in this project, so please be advised that rectification of these conditions must begin immediately. Sincerely, Paul Roma Local Inspector Cc: Scott Dolash and Emily Groom 25 Marlboro Road Southboro,MA 01772 S ENDER: COMPLETE THIS SECTION s ■ Complete items 1,2,and 3.Also complete A. S nature Item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse " X S Addressee so that we can return the card to you. B. Ileceived by(Print e� C. f Delivery ■ Attach this card to the back of the mailpiece, l� or on the front if space permits. D. Is delivery address t from 1? s f. Article Addressed to: If YES,enter delive 4� ress belo ❑ o 7 " Service Type rtKW Mail ❑ ress Mail eReglstered OExp um Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number # —" (Transfer from service labeq 7 011: 04,70 0001, 4 5 2�5 �5 2 2 4._.__ PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 d.. l -1 UNITED STATES POSTAL SERVICE First-Class Mail } Postage&Fees Paid LISPS Permit No.0-10 • Sender: Please print your name, address, and ZIP+4 in this box • I N TOWN OF BARN+y BU&bING DMSj IHYAWMig MA r i OF IKE ip Town of Barnstable BARNSTABLE. Regulatory Services MASS. g. Building Division . prf0 MA'S>: 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection 1 4- / / N Iq fZ-y Location S '� ^7 SC-v p_b E J :ipermit Number < < 6 ® Owner 57 , DQ`L=S 1 . 6% 6-R.-Oy V( Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: P 6-f—w , T-Tc D w oc�r lJ N a �� c�a-�D o��-t Lls� 1 t�t S P�cTlah i�2. �YE-►� tit v b .S c94.5a N A(M t�41 LS S covc-� 1 T' fy �}1Q��G4� T!� ��, T'o a stit o¢c� � w 20N'G— 5 /Z� • �✓ ( �a Y r sI'T' " /► 'G— D caNc i2T- iLo c/c w�� V Q3; L&P Ll - "!19 7-0 lST- UH EA-5 T�—►'t ED -5T7M b oe-F ® 4 u R-R 1 U4Y E -O C—S : 2I-Sr 4 641q L S K o 7- M 41 L-C-6 Please call: 508-862-4038 for re-inspection. Inspected by h�j �&—W�... Date —t C 1 1 `pFtHE fp�� Town of Barnstable • Regulatory Services BARNMBLE, MASS. 4 Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection `'� / �f ✓��/ Location S Permit Number t l O Sal S� Owner Do[.—t �f ZUv H Builder H One notice to remain on job site, one notice on file in Building Department. The following items need correcting: n t-JZw I'S SOS TI c-42bC-k hfl--r-AC-N�S n 7z) FP-A0-I 1�- ( lJ H-o w cM A-C-4/c V- �10 LE-06- _ L-0� a� us _ v�� 1 c- 6-7 -4- txn a w + c r= Y� 6 v N Fi2& N o o v s E 0 err �+r� ✓� P-F si��- I Pets S c) � K i TEEN �o1Z PE&"k r T-�6 w o21c Lk)�� S i Ail PE6 A STtZU C`t-L) LA L LF-0 {' DNS Please call: 508-862-4038 for re-inspection. Inspected by Date . S / 1ME�Ok4, Town of Barnstable BARNSTABLE. Regulatory Services MASS g i639•A�0 Building Division prED MPS 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice O (o Type of Inspection L-1 Location S —7 SG y D D erE A�� Permit Number �O �t 0 b Y Owner -5 , DD C-"S Builder f'( , 6=A-eq 1 Et2 One notice to remain on job site, one notice on file in Building Department. The following items need correcting: v titfZt t rt tk)0 V t=L-,iro 2 A-ND '�KA r L-&o P, G- v f Te is 2 ti 0 ( ►I S U t -A -U a N N F0(P"A `"0 H ( �) AC—,r- fCS WEA-E LaNSTkVc rtrP,os.SE--t> voT- oN41"Pz- ti07 - Se5er�- R—MF1H6. V ✓L J C.o q CkC--rC— g LZ cJL k6-714-t Gq t tf G-- GJ C_L tS A K- L-E-4 t`t / N 6- �� S v P P o �� f 2s-r y r R E)V t'-- L 14 r- 5 U N CP N K IT c IAA c IL C-b u--),A w �S L) s o s PF9 ��1Z �c� & N Please call: 508-862-4038 for re-inspection. (-S- S A N' G- fZ Inspected by Date INE� � Town of Barnstable BARNSTABLE. ' Regulatory Services 9 MASS. 0 1659. �0 Building Division prED Mp'l a' 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice / Type of Inspection ( to �R-Y Location 5- -�- `7 S C L' -S.D6-IC- A V6: permit Number ?-a << a6 )-- r �y Owner S', -b0 t--C-S K G-R-&o M Builder t-t One notice to remain on job site, one notice on file in Building Department. L /The following items need correcting: "" 1 �� 5 �. tC M ©T © y6IP, 441--�Y C. O�y �tN � ) �D t4 E&LI Q E f C>T S f+oleT 0 b O-V le 0T S () PPBkTE-�b ( T4ek— 6 N3 t �k- �-o c S Y- N 07 e q 6-1 e-b � l A K b 44T2f—1 9 L -:n-i N 067to E� tq -q-o(sTs S i—`—k ED T O ( S'T�S EC, 77 N O N S?Pc.A PAI tY a t'1 Ly 14 C 67tiD -'OI t i 'r OFFSET C L OS—' E7+6 a zf y L _bates tq d[ /4,4 y& /tit 6 Please call: 508-862-4038 for re-inspection. Inspected by pa'- �} P4—� Date S - 1 `oF.NE r, Town of Barnstable BARNSTABLE. • Regulatory Services MASS. g 039. Building Division prFO MAC a 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 �A Inspection Correction Notice Type of Inspection IF, C L/ M It d o y Location S `7 Sc y D bC—k A 1"5 Permit Number 0 D /6T b 5-9 S� Owner S, -IN5 MESH, E, C'klyd u.� Builder M ► G-2 EN f 6 P One notice to remain on job site, one notice on file in Building Department. The following items need correcting: r U ES 7"1,o M © 6 S; 7-7 k G- 0 6--N i Q uFS n o t J �41 R co Lv y64-7- L4 G_ 3'otSTs V ST2AP IHC— ri N AI EK41L — '� e N a ( S7- H E-&S A 8 ST o � �r uq 'A-S -C-N-EEP-S LJEkG uS Please call: 508-862-4038 for re-inspection. /4-- -b o `i0 L Inspected by faij— Date IHE, � Town of Barnstable BARNSTABLE. Regulatory Services ices MASS :639. MP ,0� Building Division prFD '�� 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 LFF Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ��C L-4 0't t Mi4.A—y Location 5'_�? SC v b b Ck- ky957 Permit Number ae erO S� Sr 14 f Owner-5, D6L457Sf13 16:, Gp-Ue 0M Builder Pit C—L6 tf One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 1'S S O M r L) V( T'rTG—) W ALA l4Efl B Y A- sTPLv CJU ILA L_ 6 P L-A IFS Lo r-7k N ©7— r=br—Lo cy ZSib , Please call: 508-862-4038 for re-inspection. Inspected by Date , i i Home Energy Raters LLC BTorrey @Energycodexelp.com Box 989,E. Sandwich,Ma 02537 888-503-2233 Duct Leakage Test CAddress.:527YScudd_er Ave.Hyannis, Ma 02673 . Date — Nov 15, 2011 Test Type — Rough - In — Total Leakage Conditioned floor area =1945 Sq FT. To comply. with Section 403.2.2 Of the 2009 IECC Code in this home the Maximum duct leakage CFM = 116 CFM (1945 /100 x 6 = 116.7) Duct leakage tested = 72 CFM This Home complies with Section 403.2.2 Of the 2009 IECC Code Date of Test: Nov 15 2011 Technician: C Mazola Test File: Untitled Customer: McDonnell Mechanical Srevices Building Address: 527 Scudder Ave 87 School Street Hyannis , Ma 02601 West Dennis. Ma 02673 P h o n e: 508-3g40005 F ax: Test Results 1. Measured Duct Leakage: 72.0 CFM 113.6 sq. in. (+1- 0.0%) 2. Duct Leakage as a Percent of System Airflow: 3. Duct Leakage as a Percent of Building Floor Area: 3.7 % 4. Leakage Split: - Supply Side: Return Side: 5. Duct Leakage Curate: Flow Coefficient(Q: 10.4 Exponent(n): 0.600 (Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster Test.Type: Total Leakage. (Duct Blaster Only) Building and System Parameters: Floor Area: 1945 sq.ft. Average Supply Operating Pressure: Pa Contact our office with,any questions, Bruce Torrey, Certified HERS Rater "Home Energy Raters LLC 9 09/10/2011 08:06 Michele Cudilo, PE N0. 668 01 TOwN OF i" LE MICHELE CUDILO, P.E. ' , Consulting Structural Engineer 12 Centerville. Massachusetts 02632-1979-(509)771-7601 • Fax(509)771-7163 mcudilo@comcast.net TRANSM AL ' -• V/ 7qb 1P 3 Date: qlqlu ATTN: P RE: This office is forwarding herewith: Thank you. Ki o KEY: ( ) G wwly odsiorms with ( ) As requested, desigk subject to Motes.. ( ) For your use. t ) Rejected. ( ) For your information. ( ) Revise and/or complete as For inclusion in the project noted. plans and specifications. ( ) Resubmit. ( )For your review and comments. By 9/10/2011 09:06 Michele Cudilo, PE N0.668 02 MAIN OF BARINSTARE 7141 SEP 12 Ail 8: 13 MICHELE CUDILO, P.E. o � Consulting Structural Engineer = 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601 •Fax(508)771-7163 mcudilo@comeast.net September 9,2011 Scott Dolesh St.Mark's School 25 Marlborough Rd. Southborough,MA 01772 RE: Proposed Modifications 527 Scudder Ave.,Hyannisport,MA Dear Mr.Dolesh, Please be advised of the following items requiring construction,as discussed with you and building department representatives in the field on August 26,2011. 1 was informed that the building permit is under the 7 edition Massachusetts State Building Code requirements. [See drawing markups following this report.] 1, i ie : See Drawing markups SK4.1 through SK-1.6 and SK-2.1 and SK-2.2. AdditionaVsummary items: l. No jacks at window at exterior wall;provide double studs below to foundation 2. Straps at atrium wall MID-height plates: Simpson LSTA15 centered,nailed to plates and studs 3. Dining Room openings w/SINGLE JACK studs AT>3'HEADER ENDS: USE STL SHIM OR Simpson HEADER CAPS 4. Bearing wall to ridge: add Simpson H4 to rafter ends at top of rafter to bearing wall 5. Hall Center Wall for joist bearing: add blocking 6. Blocking below Kitchen Island not installed yet 7. 2o4 Floor Beam: Post Down through first floor to be above basement bearing wall 8. General: Add full beam width studs below beam bearing ends;till all hanger nail holes per mfgr.req'ts. 2. Decks: See drawing markups SK's;additional/summary items: 1. Add Ledgerlok to reinforce existing ledger bolted connection: min.2@12"o/c w/min.2"wood edge distance; 2. Add Simpson HD-series to existing ABU46Z for posts off center of footing by more than 2";5/8"dia. expansion anchor x 4"embedment required. 3. Exist.sonotube between retaining walls: bolt framing to piers,remove and replace existing failed retaining walls with reinforced concrete block retaining walls(horizontal truss type reinforcement at each course and #5 @ 16"o/c vertical dowelled into footings by 4"min.4' below grade)or segmental retaining walls with exposed height 4'max.(regrade for this max.height),per SK4.6. Please call for final review of the above corrected conditions in the field for final observation. It is recommended that an interim site meeting review occur prior to final review. A� L t„ i ol v K � l e V . r 71 µ ,< 71310 x �., +'i 1, � a.;. x`.�` e• ' r1. '4t ; L t i r• e 3 ;t 4 Y 3 k � t �' k `�. ,� .� `'gam-�• Ci ,. �V1. � 3�e yi CD�i 1+ t � CD� t , s � 3 +; n S .2v lu I t � , r s� s. • .1 � t � � v J 11V �� l ct l �� • t AN i kk s i t � • ;�' �= J•f � � 9` Ste. a i F f A4 A e y �-s + ....+ter-a" r�.y s "�. =.—ti•°x�^'^�`,p. !+...'. r+ ., . r CD v CD.. } D t • 1 # {pt p +i A i j i t 00 r ; i •. V C L . r x .h x3 M. r s n e ] Y " jhr l sr. � 4 M ILA Of 6 666 . � 4 f.a., °. � J,,.•.. F Six [(j-. � a /.r '�/""'.'" ..,�,M�.7�'�''�±i'{S°'K �4 r ,��a'`��R'��°� t t �i � �� dQ¢ r� 4y ski .f',f/?�d� .�,-�`�. '.r dc�"�.�e ,r+•.w'�"`�� .�/-•,�. i lo Yii� L`v" 'C6 � . �.:�t {# .•j#S .. � �A �9 • 'r,��"� �},,� 9i� � F .-�,��4y;�� •�, � Pam' • a . 1 3�' [it � �q.a f"'n•:��y �� "'', � �� . 4ryRg,Y�ji , Y 411, `t `" ^a ,•'� ' E x Via« i V Lp ,y, 527 Scudd r Ave, .Hy 8/15/1:1 i Y ,x.. V,y Mgr+'',�y,''Y• ` I ; 4 t G Ln i M c W ,•� ' tit � t 4 � ��"�' •'�� x �k�`� `��. z a � I �u ws r� , r - C � t"� ��f.1,°.♦.�+} {*,�� - _r.,w Y.l \V st, r . CD V . J{� Y W'k 9 D t 0 a ® — a cn 1 3 , 14a a , x s t� t 3 CD e � CD 71 d v• W -Al x -Al v 0 C t ssk �• � �� a 1 lit A'k,MI i •4 ! ` -:{ r ,1 i` t,4 r 1'h 4 Al 5 l yf►, _ 1 Ilk , . _S R s r 6. ,. .3 77 4'.. aw+ At Ol • V,}%easy, 527 Scudder Ave, Hyannis 8/.15/1 �y Town of Barnstable Regulatory Services snxrrsn MIX nsass �, Thomas F.Geiler,Director i6;p. `0 en " Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 . www.town.barnstable.ma, s Office: 508-862-4038 Fax: 508-790-6230 4/27/12 Hillary S. Schultz Engel & Schultz, LLP Attorneys at Law .265 Franklin Street Suite 1801 Boston, MA 02110 Dear Ms. Schultz, After compiling the data from our computer-permitting software, the following is a list.of all active permits issued to Mark Grenier or Mark Grenier Building Inc. during the period of November 1, 2010 through August 31,.2011. - PERMIT# ADDRESS DATE ISSUED 200705983 16 WINCHESTER AVE. HYANNIS .9/25/07 , 200707795 626 SCUDDER AVE HYANNIS 1/07/08 200801726 554 SCUDDER AVE HYANNIS 4/04/08 200904009 558 SCUDDER AVE HYANNIS 11/1.3/09 201100595 527 SCUDDER.AVE HYANNIS 2/15/11 201101239 111 IRVING AVE HYANNIS 3/17/11 Sinc9qrely, ly Shea Division.Assistant Building Division 508-862-4031 . ENGEL & SCHULTZ, LLB' 'Attorneys at Law Q65.Franklin Street,Suite 1801 Boston, MA 02110 Hilary S.Schultz phone: (617) 951-9980 Email: hschult7@engelschulrr,.eom Facsimilei (617) 951-0048 By fax: 508 790 6230 April 26,2012 Town of Barnstable' Regulatory Services_Building Division Town Office Building -� w 200 Main Street -T Hyannis, MA 02601 Attn: Sally Shea Dear Sally: This letter confirms our telephone conversation today: I would like copiLs of all p hotoP taken by the Building Division that are in the 527 Scudder Avenue file; I do not need the other photos that I understand are in the file. In addition,I am requesting a contractor"search for all permits issued to Mark Grenier or Grenier Building, Inc, that were active during the period November 1,2010 through August 31,2011; If possible, Lam primarily interested in properties located in Hyannisport, but if it would require more work on your part to focus the search in that way,I will be happy to do the"leg work"myself. Please let me know the cost of the reproducing the photos for me and I will send a.check. At this time, I do not believe I need to have them "certified". If that becomes necessary, I will contact you again. If you have any questions,please call, Very ours, A s S. SC t TOWN OF B R.NSTAB(� ENGEL & SCHULTZ ?Y 'S Attorncys at Law 265 Franldin Street, Suite 3b � Boston, MA 02 t.i o Hilary S.Schultz Phone: (G17.)951-9,980 Email:hcchulri.Qeng[:laChulti.com Facsimile: (617) 951-0046 By fax: 508 790 6230 April 25, 2012 Town of Barnstable Regulatory Services—Building Division Town Office Building - 200 Main Street Hyannis, MA 02601 Attn: Sally Dear Sally: This litter conFirmy my telephone request for the following items: I. ' copies of all photos(with-date/tune stamps) contained in the building file for 527 Scudder Avenue, Hyannisport,.MA; and 2. the results of a contractor search for.Mark Grenier and/or Grenier Building, Inc. during the period November 1, 2010 through August 31, 2011. Please let me know the cost of the reproducing the photos for me.and I will send a check. At this time,I do not believe I need to have thcm"certified". If that becomes necessary,I will contact you again. If you have any questions,please can. Very tr 1 0 H11 S. S -ultz STABLE TO ENGEL & SCHULTZjM1 : 4 Attorneys at Law 265 Franklin,Street, Suite Boston, MA 021.10 Hilary S.Schultz Phone: (G17)961-9980 Fmnil: hcchulri.Qen gel Rol)ulti.com l?acFimile:.(Fi.l7) 9.51-OQ48 , By fax: 508 790 623U April 25, 2012 Town of Barnstable Regulatory Services—Building Division Town Office Building 200 Main Street Hyannis, MA 02601 Attn: Sally Dear Sally: This letter confirms my telephone request for the.following items 1 copies of all photos (with date/time stamps) contained in the building file for 527 Scudder Avenue,Hyannisport, MA; and 2. the results of a Contractor search for Mark Greasier,and/or Grenier Building, Inca during the period November 1, 2010 through August 31, 2011. Please let me know the cost of the reproducing the photos for me and I will send a check. At this time,I do not believe I need to have them"certified". If that becomes necessary,.I will contact you again. If you have any questions,please call. Very tr 1 0 Hil S. S 'ultz x i DIEPR-25-2012 10:03 FROM:ENGEL&SCHULTZ 6179510048 TO:15087906230100 P.1 TOWN OF BARMSTABLE ENGEL & SCHULTZ`j2 ,_5 11: Attorneys at Law 265 Franklin Street,Suite WNVISMA Boston, MA 021.10 Hilary S_Schultz Phone: (G17) 961-9980 Finail: Facsimile: (617) 951-0048 By fax: 508 790 6230 April 25, 2012 Town of Barnstable Regulatory Services—Building Division Town Office Building 200 Main Street Hyannis, MA 02601, Attn: Sally Dear Sally: This letter confirms my telephone request for the following items: 1, copies of all photos(with date/time stamps) contained in the building file for 527 Scudder Avenue,H:ya.nnisport, MA; and 2. the results of a contractor Search for Mark Grenier.and/or Grenier Building,Inc.during the period November 1, 2010 through August 31, 2U11. Please let me know the cost of the reproducing the photos for me and I will send a check. At this time, I do not believe I need to have them"certified". If that becomes.necessary,I will contact.you again. ll you have any questions,please call.. Very t'r 1 ou ultz Hil S. S R-25-2Oi2 10:03 FROM:ENGEL&SCHULTZ 6179510048 TO:15087906230100 P.1 T0'v` N OF IARRSTABI E ENGEL & SCHULTZj12 Lam'5. 111 i 1: 3, i Attorneys at Law 265 Franldin Street, Suite { Boston, MA 021.10 Hilary S.SchulCs Phone: (G17) 951-9980 Finail: Facsimile: (617)951-00+9 By fax: 508 790 6230 April 25, 2012 Town of Barnstable Regulatory Services—Building Division Town Office Building 200 Main Street Hyannis, MA 02601 Attn: Sally Dear Sally; This letter confirmS my telephone request for the ff011owing items: 1, copies of all photos(with date/tune stamps)contained in the building file for 527 Scudder Avenue, Hya.nnisport, MA; and 2. the results of a contractor search for-Mark Grenier and/or Grenier Building, Inc, during the period November 1, 2010 through August 31, 2011. Please let me know the cost of the reproducing the photos for me.and I will send a check. At this time, I do not believe I need to have them"certified". If that,becomes necessary,I will contact yo•u again. If you have any questions, please call. Very Cr 1 0 Hil S. S ultz DCPR-26-2012 13:49 FROM:ENGEL&SCHULTZ 6179510048 T0:15087906230100 PA ENGEL & SCHULTZ, LLP Attorneys at Law 2_65 Franklin Street,Suite 1801 Boston, MA 02 110 Hilary S. Schultz Phone: (617) 951-9980 Email: hschultz@enaelschultz.com Facsimile; (617)951-0048 By fax: 508 790 6230 April 26, 20.12 Town of Barnstable Regulatory Services-Building Division Town Office Building 200 Main Street Hyannis, MA 02601 ;r k .. ♦ 6 r� - Attn: Sally Shea Dear Sally: This letter confirms our telephone conversation today.'I would like co pi s of a[l pliotop taken by the Building Division that are in the 527 Scudder Avenue file; I do not need the other photos that I understand are in the file.. In addition.,I am requesting a contractorsearch for all permits issued to Mark Grenier or:Grenier Building, Inc. that were Active during the period November 1,2610-through August 31,2011. If possible; I am primarily interested ui properties located in 'Hyannisport, but if it would require more work on your part to focus the search in that way, I will be happy 16 do the"leg work"mysel F Please let me know-the cost of the reproducing the photos for me and I will send a check. At this time,I do not believe I need to have them "certified". if that becomes necessary;I will contact you again. If you have any questions,please call. W ours,chu i - . . \ F 5 j. -�.y.. \, % ni\11 \\\ - t- d .- ... :. - ..., S - .. - ... r' f i. f ' F 1.1 �= 1 J = I . , '�'��1�� ,. ��:�"',, - � /o�11, ��ii�!�:. , �,�. � ,,, , . ' ;:,....�:.. � '.-,. '�" ,, , ' "' ' " i: f .. �r . `� , --- 'v ' �,r ' t _ �' L :K Q �n �' ,- l 5 GJ , -- q , .. ;." 46'-� , 0 f a.ca coca S, . W.11D1? 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Io ' �._. �1 0 �, .z.- ?: 'p ... �.—--.-..I..'....1.�,.'tI��..,.-�:.I.,i.*�"I..:%.��,-.:-...1....,.��:�..�....�-..,I a.�.II f.-.,I.�...I�..-.—4:....:.::I"�,�.-I��-�...-..(...�.,�.�—I�.::..,�...-..:.I.I',:"—.�.:,II.-'.-1�,....�-'I-.,.,"---I.�..I—:,......-"-......,1...1,,....Z 1'�''I.�-:.-f'.�;'-.1�'-,�.0,I-.I.:..I I:%.--..I�.�'-�.��.:�..�'�1—,��.p..-..-.�.I,-:��-��,�,,.-';—.,��.�...�.r'I-.�,.I..-..!-'.�..-'I-�.......,...��-',I�..�.:I�-.I,.1—...!..,.)�.-."..�...�...:.,:..t%'.-I�t I I—';.,,.,'."�1--;,.I'..b..--:�..I�.�'�,..�.'..'�'.,,1,:.I�!.:..-..':�.:.-.,�.�I�-'�...�I.,-�.I.�.�.1-'�'-�.'1..�,.I:�.'.:,,'�.I....1..-.�"-'..:�"-1I:...,.�.,-.,,'-.�,�..-,,...I-��.�I....I..I.:d��!1:;,I.�I�..�-f...'...��...'."1:-.-"�...''1�..�..*,*�....-IrI;-��.1.:,.I:�-.,,,"...�,':-..i,i�...-.'L�' _p,,:;.'.;1,..:-3�.-�-..-..�;...',.,L-.."....-,.�.".-�.q"'-��;.I,.,,iL..':.�'�.��.-�.- .. . . i ', .. - x 4 . 4 :r� 1 ?"K 4 .. - x7 �S1 F _ `_; 4 r, ��O ^ems V " a y CERTIFIED PLOT PLAN �� T� t� {�� . u �vTHc{ T� NEW CONSTRUCTION ONLY .gar o, „"�,"' , ::TOP OF FOUNDATION_ 1$_ SE.I�s.. fob IN ABOVE LOW POINT OF ADJACE�I:T .M ° sap ,�;, A .T . J+ As * ROAD. r r, r,r ;` PAU a C P�4� t $CALE� / = v DATE / /i6f 3/ kEr�r I CERTIFY~THAT THE FuN .q°Trqx L EDG E G /NG 0N' 35 , SHOWN ON ` THIS PLAN IS LOCATED E•41$TERED REGISTERED t .S'3 ON THE GROUND AS INDICATED AND CIVIL LAND : "'"�* • : CO�tFORMB TO THE ZONING LAWS ENGINEER 8URYEYOR .�Yr '_ f OP R�RRN&TA F, 88. ?18 NAIN ST. - ` faiq�l HYgNNlS� �► l�� , ,;� j. :. D TA ^SEA. LAND SURVEYOR I. . . wrN i YJ9 06 Michele Cudl I o, FIE ; NO. 668 02 � . 13 MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane-Centerville,Massachusetts 02632-1979•(508)77177601 -Fax(508)771-7163 mcudilo@comcast.net September 9,2011, Scott Dolesh St.Mark's School 25 Marlborough Rd: Southborough,MA 01772 ` RE: Proposed Modifications 527 Scudder Ave.,Hyannisport,MA Dear Mr.Dolesh, Please be advised of the following items requiring construction,as discussed with you and building de eartment representatives in the field on August 26,2011. 1 was informed that the building permit is under the 7 edition Massachusetts State Building Code requirements. [See drawing markups following this report.] 1, i in See Drawing markups SK4.1 through SK-1.6 and SK-2.1 and SK-2.2. Addidonal/summary items: 1. No jacks at window at exterior wall;provide double studs below to foundation. 2. Straps at atrium wall MID-height plates: Simpson LSTA15 centered,nailed to plates and studs 3. Dining Room openings w/SINGLE JACK studs AT>3' HEADER ENDS: USE STL SHIM OR Simpson HEADER CAPS 4. Bearing wail to ridge: add Simpson H4 to rafter ends at top of rafter`to bearing wall 5. Hall Center Wall for joist bearing: add blocking 6. Blocking below Kitchen Island not installed yet 7. 2o4 Floor Beam: Post Down through first floor to be above basement bearing wall 8. General: Add full beam width studs below beam bearing ends;fill all hanger nail holes per mfgar.req'ts. 2. Decks: See drawing markups SK's;additional/summary items: 1. Add Ledgerlok to reinforce existing ledger bolted connection: min.2@12"o/c w/train.2"wood edge distance; 2. Add Simpson HD-series to existing ABU46Z for posts off center of footing by more than 2";5/8"dia. expansion anchor x 4"embedment required. . 3. Exist.sonotube between retaining walls: bolt framing to piers,remove and replace existing failed retaining walls with reinforced concrete block retaining walls(horizontal truss type reinforcement at each course and #5 @ 16"o/c vertical dowelled into footings by 4"min.4' below grade)or segmental retaining walls with exposed height 4'max.(regrade for this max.height),per SK-1.6. Please call for final review of the.above corrected conditions in the field for final observation. It is recommended that an interim site tweeting review occur prior to final review. S l , r • udilo P. /� `SH OF� ��C` i I MICHELE CUDILO, P.E.. ` Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601•Fax(508)771-7163 mcudilo@comcast.net September 9,2011 Scott Dolesh - St.Mark's School i 25 Marlborough Rd Southborough,MA 01772 a• RE: Proposed Modifications 527 Scudder Ave.,Hyannisport,MA Dear Mr.Dolesh, Please be advised of the following items requiring construction,as discussed with you and building department representatives in the field on August 26,2011. I was informed that the building permit is under the 7 edition Massachusetts State Building Code requirements. [See drawing markups following this'report.] 1. Building: See Drawing markups SK-1.1 through SK-1.6 and SK 2.1 and SK-2.2. Additional/summary items: r ' — —- - - - ----1:—No jacks atwindow-at eater-ior-wall;-,provide-double-studs-belowto-foundation--- 2. Straps at atrium wall MID-height plates: Simpson LSTA15 centered,nailed to plates and studs 3. Dining Room openings w/SINGLE JACK studs AT>3'HEADER ENDS: USE STL SHIM OR Simpson HEADER CAPS 4. Bearing wall to ridge: add Simpson H4 to rafter ends at top of rafter to bearing wall 5. Hall Center Wall for joist bearing: add blocking iy 6. Blocking below Kitchen Island not installed yet 7 2°d Floor Beam: Post Down through first floor to be above basement bearing wall A. 8. General: Add full beam width studs below beam bearing ends;fill all hanger nail holes per mfgr.,req'ts. x 2. Decks: See drawing markups SK's;additional/summary items: r 1. Add Ledgerlok.to reinforce existing ledger bolted connection: min.2@12"o/c w/min 2"wood edge distance; 2. Add Simpson HD-series to existing ABU46Z for posts off center of footing by more than 2";5/8"dia. expansion anchor x 4"embedment required. 3. Exist.sonotube between retaining walls: bolt framing to piers,remove and replace existing failed retaining walls with reinforced concrete block retaining walls(horizontal truss type reinforcement at each course and #5 @ 16"o/c vertical dowelled into footings by 4"min.4'below grade)or segmental retaining walls with exposed height 4'max.(regrade for this max.height),per SK-1.6. `" a Please call for final review of the above corrected conditions in the field for final observation. It is recommended that an interim site meeting review occur prior to final review. i1-154 0`' M.ICHELE cc: P.Roma,Town of Barnstable Building Dept.,via FAX: 508-790-6230 o 0ILD u No-�34774 y ' STRUCTURAL l 'AL 6 , i 4 GENERAL NOTES AND MATERIAL SPECIFICATIONS: j FOUNDATIONS 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2. For site location and grading information,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_"o/c,or in concrete piers w/ Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.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 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load: Criteria used for110 MPH'Exposure B.unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint withrust inhibitive paint.Thru-Botts: ASTM A307, 1/2"diameter,punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L1360 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,E=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,E=1,900 ksi,Fv=285 psi,Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL):All PSL shall be min:1.9E ES with Fb=2900 psi,E=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: L/480 Live Load;.L/360 Total Load -----2:-Optional:--Rrovide-shop-drawing-submittal-of-engineered-lumbersystemsfor-approvalpriorto-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; Rafter to Ridge Plate: Collar ties min.lk6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: SimpsonH2.5A c. Band Joist: Simpson straps at 48"o/c: CS4411-50.5"centered at band joist 6.Bolts:. Bolts in wood framing shall be standard;machine bol6 unless:noted otherwise.Bolt holes in wood shall.be.1/32"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"o/c,maximum height. Comers to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. P.Nailing Schedule: Solid Blocking to Bearing- 24d toenails ea'side Blocking Between Studs " 240d toenails ea.end,or2-16d end-nails ea.End d. New'Framing:Provide.2x blocking for 2 joisi/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;a -L- plywood edges to this blocking. �da-TB OF Ness 8.Nailing Schedule: �. �y All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. �° MICHE LE Multiple Studs 16d @ l2"staggered o CL'DILO n a.All nails shall be common wire nails. ° No.34774 y b.Sub-bore where;nails tend to split wood. STRUCTURAL 9: Headers less than 4'-0",use 2-2x6;all others per MA State Building Code Table 5502:5- ))and -- GISTCF'c0�� AL ENq/�I MICHE C IL !(/ ..7.a Consulting Structural Engineer r 123 Cottonwood LanTteMlle, Massachusetts 026J2 * Drawn By: MC Date: D r awin g 5 �7 _5c L4 cola A5 NOTED O' Rev. c , SK- File Name: p(_ Project No.: r 527 Scudder Avenue Page 1 of 1 527 Scudder Avenue Stephen Schultz, Esq. [sschultz@engelschultz.com] sent: Saturday, September 24,2011 11:39 AM To: Dolesh,Scott; Emily Groom [ehgroom@gmail.com] Scott and Emily, I met with Mike and Ryan D'Angelo on Thursday.. He took pictures, under my direction, of problems identified by the Building Inspector in addition to other problems he had noted. He also compared the drawings for the renovation to the actual work performed to identify deviations from the plan. He was extremely cooperative and helpful. Unfortunately,while he had a generalized knowledge of good carpentry work vs. poor work, he was not intimately familiar with the specific provisions of the building code which may have been violated by Grenier's work. Rather than spend literally hours together going through the code searching for violations, he and I agreed that it would make more sense to ask Michele Cudilo if she could identify the specific code sections violated by Grenier's work. I am sending you via separate emails(I will have to send several emails given the size of the files) copies of the pictures taken at your house, an index to the problem(s) shown in each picture, and a memo identifying deviations from the drawings and one additional problem identified by Mike D'Angelo. I would appreciate it if you would contact Ms. Cudilo, and either(1) show her the pictures, the index,the memo and the building inspector's report, and ask her to note in writing the exact sections of the building code violated by different problems (I gather some of the problems evidence building code violations, while others simply evidence the failure to utilize best practice)with an additional notation of how the work specifically violated the code or(2) ask her to meet with me to discuss the same. I think it would probably be most cost-effective if,at least at first, she could try to do Option #1, i.e. do the review herself, send me something in writing, from which I could follow up with questions if I have any. When I have this information and can identify all code violations, I will be in position to begin drafting a Demand Letter and appropriate court/arbitration papers, if necessary. I have also sent to Mike D'Angelo'a copy of the pictures,the index and the "Deviation Memo", asking him to make sure that I have correctly stated the nature of the problems identified. Rather than waiting to hear back from him first before contacting you and Ms. Cudilo, as I know you would like to move quickly on this matter, am sending you the material at this time, as I believe that at least for the most part I have correctly noted what I was told. Stephen Schultz Click here to report this email as spam. https://mail.stmarksschool.org/owa/?ae=Item&t=IPM.Note&id=RgAAAACg8hBvvNj aTo... 9/3 0/2011 i DEVIATIONS FROM PLAN Drawing A-2 1. Drawing shows LVL joist from back bearing wall to under the bearing wall between the front of the house and the foyer. In fact the LVL runs only from the pantry in the back of the house to right before the bearing wall between the front of the house and the foyer. Drawing S-1 1. Drawing calls for 8' 8" (i.e. 104") spacing between posts/girders under 3 season room. In fact, spacing is 8'9 '/2", 8'10" and 11'. Drawing S-2 1. Drawing calls for bolting the ledger under the deck with 5/8" galvanized bolts at 24"/staggered. Instead, smaller timber locks were utilized haphazardly and not every 24". 2. Drawing calls for new P+ 9 ''/z" LVL sill across the front of the house. Instead,the old sill was retained. 3. Drawing shows tapered insulation in 3-Season Room. Instead,the joists are tapered, which provides less structural support. 4. Drawing calls for ''/z"D vents in mud room floor. No vents were installed. This will increase the chance of rotting. 5. Drawing shows a 2x10 down the middle of the 3-Season Room which was not installed. Additional Problem 1. Grer ier laid down approximately 756/o of finished floors on first floor of house, despite fact that structural work not yet completed,walls not yet hung, electrical and plumbing work not yet done, and appliances not yet installed. Floors are wide paneled pine floors and will inevitably scuff from work of contractors still building and finishing interior of house. A major resanding of floors will be required because of improper sequencing. While the reason for such an unusual sequencing is not known, it is possible that the floors were laid prematurely in an attempt to get partial payments released. INDEX TO PICTURES 001 The nail through the sheathing too small and missing the stud. This problem was found in all rooms with new studs and new sheathing, i.e. the three season room, mud room, foyer and all upstairs rooms. This picture was taken in the mud room. Fix: will need to toe screws into studs from inside of house. See Building Inspector Report(BIR,p. 1, Problem #s 1 and 2) 002 Ruler showing that nail hammered into sheathing is only 1/8—3/16", i.e. too small. 003 Nails of correct size for hammering into sheathing compared to nail actually used. 004 Front of house sitting on top of concrete brick sitting on top of sonotube without any connection. Fix: will need to take up subfloor in foyer to install fastener connectors to sonotube. See BIR,p. 1, Problem #3. 005 Post properly connected to sonotube. Compare to picture 004 where no proper connection. 006 Underneath mud room. Area where joist is missing. See BIR,p. 1; Problem #4. 007 Hurricane tie without nails in all holes of the tie. This problem occurs throughout the house. See BIR,p. 1, Problem #S. 008 Sheathing for deck viewed from below'showing missing joists. 009 Nails missing joists under deck. Fix: will need to tow screws into joists. O10 Water stains under deck. Water stains caused by use of ice and water shield on deck. Manufacture specs call for use of such shields on sloped roofs. Should have used rubber roofing for flat roofs. See BIR,p. 2, Problem IL 011 Span between Posts/Girders Under 3 Season Room Too Wide; Spans measured at 8' 10", 11' and 8' 9 '/2" under 3 season room; Fix: Add hangers bolted to posts to add support. See BIR, p. 2, Problem # 7. 012 Same as 011. 013 Same as 012. 014 Ledger under rear deck fastened in some sections with only timber locks, while in other sections neither timber locks nor ledger locks used. Ledger locks, which are considerably larger than'timber locks should have been utilized in all sections. See BIR,p. 2, Problem #10 noting that ledger locks/bolts overspanned. 015 Section of ledger under 3 Season Room with no timber locks or ledger locks. Page 1 of 3 r I 016 Comparison of size of ledger lock compared to size of timber lock. 017 Same as 016. 018 Ice and water shield on side deck. See BIR,p. 2, Problem 11. 019 Roof over side deck has no joist hangers. See BIR,p. 3, Problem 5 020 Same as 019. 021 Crack in concrete block wall under side deck. The deck is also leaning toward the back. The problems were caused by fact that the ground above the wall was not graded properly so that water would run away from the house. Rather, the grading ran the water toward the wall which resulted in leaning.and cracking. Fix: The wall will have to be taken down,the ground repitched, and a new wall will have to be built. 022 Concrete wall leaning forward compared to post and house. 023 Support post of roof sitting unconnected over cracked concrete wall on side of house. See BIR,p.3, Problem 7. 024 Splice in girder not on top of lalley column in basement. See BIR,p. 4, Problem #10(A). 025 Splice in girder in basement even further away from lalley column. 026 Girder in basement cut short so as not to interfere with door. As a result, the girder does not reach or support the foundation wall. The girder itself is not supported at either end. The problem could have been avoided by moving all lalley columns over so that the girder would not have run into the door. Fix: Add a new lalley column under end of girder near door. See BIR,p. 4, Problem #10(B)and(Q. 027 Same girder in basement on opposite,side of house of picture shown in 026. The girder is cut short and is not supported. See BIR,p. 4, #10(c). 028 Sistered joists on first floor resting on strapping only. Fix: Toe screw joists to existing floor sheathing. See BIR,A 4, Problem #13(A). 029 Laminated Veneer Lumber(LVL)resting over two separate columns. Consequently, LVL joist does not have full bearing. See BIR,p. 4, Problem #13(D). 030- LVL joist hanger without nails. 031 LVL not on top of framing. 032 2x8 Floor Joists overspanned in Kitchen. Only supporting structures for kitchen ceiling . are two walls of kitchen,which are separated by 14'. See BIR,p. 5, Problem #13(E). Page 2 of 3 033 All joists on 2nd floor ceilings are 2 x 4s,when should be 2 x 8s. Picture is taken in Master Bedroom, although problem is in every 2nd floor room. Fix:Need to sister 2„d 2 x 4 next to installed 2 x 4s. See BIR,p. 5, Problem #14(A). 034 Same as 033. Picture taken in Bedroom# 1. 035 Window with width greater than 4' supported by only single jack stud. Should be two jack stud supports, Many new windows have widths greater than 4' and all are supported by only single jack stud. r Page 3 of 3 V' /1. 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T :� ) .''s`_.•g�� '�4Yy-'++•. �,a%T-c�'.r.��3'e+.r.�t��i� 1.u� ��'.�"�..� s, ��G i-�, ':.et� t f ��1:s •:a ri.d li`! � 'vt�."'.�� .'t�`,� �"��,y 'r��'°t:�ss`��er'r we.� t 1 Ni �t1' � � T�aa �5�.�=, k'•.-.,"�`�1's�` ha�'�. >�� i'A�a�'`3 y�Rely �;�:`�` `,� f ��'9I � , lmouluuu HOBO[[] w i r �u \ � ��:..y � �;��<1`t`�fir-''�t�+�; „ �,,> '�;?� � �•1 8" � -4 b - r �.1 �ssMIrML f _ d'4tFJ WAM F M1 t� s< 4 t ` R • rjs i 53 � SCu�da� IV 1(. , � o I VP ITA s Sp • - Y�. ,�• .� tt a .�., �t y��Y3'�r.,. air �t i��{ Y � ,��f,fie., �` ;�.� � . _ ., K. �s 4 •� � .��. 4�,h� � �'S+�{ #*�.r '!> � � 1' 4 :� 4 a 5.F c 'A �.`� ♦ ^_a� �x�v,!��} -+'.i�' �k,1 �l afl�� j� rN of �� . .�ft� v ( .� •��~ �e �`R'7$ryryry�jj}xt, •,� a t' � ,�r/,�i¢� ,f } R„ {R�� r��.3.ii^.4!'�lw. {^ � ' ` L ��1 • iS' . .�` �I .: 'R• b � ,!� �a a jIIAm PIS at Ir x t Y Scu d- . c 4 e ' 4 ' " � 1 ' t 1 4 t 4 m z , d o , �*41 lir ri $ r 74: •� f+. � rj. r•3r �+,� d9 R� y'� �F�� D4 M !.• „ .� �:�"; itsWL gwl I-I-,fl-p� ttt _ 3 r 6��F'r t F� f>r�'' r •.�' Y . � fir• �•l r "`� 1�'+oa L I i ' ' � r t r , �� 0 r t 1 TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. _ DATE ' /JOB :LOCATION J�7 cc( C/ c v J r �u �7 Number Street address Section of town �. ' HOMEOWNER'' /1iT� Id 141. Name Home phone Work hones> PRESENT°MAILING ADDRESS 1,3 �� yGc- c- W� 0-,4,3 91 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 such homeowners to engage an in- dividual -for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: 'Person(sY who owns a parcel of land on which he/she resides or intends to re- side'sf on which there is, or is intended to be, a .one to six 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 Stat Building Code. and ,other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. HOMEOWNER'S SIGNATUR APPROVAL OF BUILDING OFFICIAL Note: Three family' dwellings 35 , 000 cubic feet, or larger, will be required r to comply with State Building Code Section 127 . 0, Construction, Control. t- HOME OWNER'S EXEMPTION The code state that: "Any Home Owner 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) ; Home Owner engages a p provided �that;;if person (s) for hire to do such work, that .such Home Ownei shall act as supervisor. " Many Home Owners who use this exemption are unaware' that they are assuming the responsibilities of a supervisor (see �Appendix Q, Rules. and Regulations for licensing Construction Supervisors, Section 2: 15) . This- lack of awarene_ often`>results in -serious problems, particularly when the Home Owner hires unlicensed persons. In this case our Board cannot proceed against the inlicensed person ,as .it would with licensed Supervisor The Home 'Owner• actir.as supervisor is ultimately.'.responsible. ` 1. .1 To ensure ••that the ,Home Owner is fully aware of his/her responsibilities, man Comm unities require; as� part of the' permit ,application, that the Home Owndr .certify that he/shb 'ufider'stands the responsibilities of a supervisor. On the last„page of thisi'ssue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. { Assessor's office(1 st Floor): v� , Assessor's map and lot number ��. � /� n i Prot,THE Tod` Board of Health(3rd floor): t eW Sewage Permit numberMU ' Engineering Department(3rd floor): t ISNs LE House number p °o 039- Definitive Plan Approved by Planning Board 19 �`�110 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TOd� TYPE OF CONSTRUCTION • ^r 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location S c�i d dam-v v� X14 Proposed Use s Zoning District f?P Fire District Name of Owner k' C u�.s �/ /C u/-�� Address ,2 7 JC, CICZ-V- f C- Name of Builder Address Name of Architect Address ,� / Number of Rooms �y Foundation C-nz, c v, Y c, Exterior ma's �z'`r '` 5 Roofing 27sox!Z/ Floors Interior Heating Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee u / x IID 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. Nlairn6z�zf� Construction Supervisor's License ROLFE, FRANK. & JOAN No 34218 Permit For Add Deck & Door r Single -Family Dwelling ' , F`. 'Location 527 Scudder Avenue Hyanni sport 141 Owner. Frank & Joan Rolfe ;.� Type of Construction Frame fir' f g r i Plot Lot A l 7 Permit Granted March 18 , ?19 91 f Date of Inspection =19 `3 Date Completed 019 t ter, r n x' 'Y ' 'r*.;...,"++f ...-..•rr.. ...f•�-.'..-..,..,...•r+Y,nv.•ttr•,.e,hi'.v..e.Kr.. wv+'l.«r kr.^«-... `�{'F rr+% i"s.tS':eC{ e.,1/wy er��'y.ipeq•;^+b�'..;7.aft`i'�'"a."�-..M''"—. d r 7.Y"�.Frt`^, '�.R'.. .r t1M.!'?.+•+tirr a• �27•r• a),'�.mi•r - ... ,i A Assessor's office(1st Floor) : ;e� Kt- Assessors,mapanddotnumber Board of Health(3rd floor): Sewage Permit number Engineering Department(3rd floor): ;DsaMAS& 'f House number °0�1039• \� Definitive Plan,Approved by Planning Board 19 APPLICATIONS PROCESSED 830-9`30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE Y may, BUILDING INSPECTO-R APPLICATION FOR PERMIT TO \7. TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: j Location Sd c i C 4 I. ;�r "s .. 4 l Proposed Use s Zoning District Fire,District � a Name of Owner;?;-,,x-,- e 4 .i� Address ..5:27 Name of Builder Address Name of Architect Address Number of Rooms Foundation l_fi . c y C- Exterior C S x Roofing / Floors Interior Heating Plumbing Fireplace Approximate Cost : ". Area Diagram of Lot and Building with Dimensions Apr Fee f y r CCC777 � 1 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations oft e`Town of Barnstable regarding the above construction. i Construction Supervisor's License ROLFE, FRANK. & J OAN A=287-018 • No 34218 Permit For Add Deck & Door Single Family Dwelling Location 527 Scudder Avenue Hyannisport Owner Frank & Joan Rolfe Type of Construction FRame Plot Lot Permit Granted March 18 , 19 91 Date of Inspection 19 Date Completed 19 r P PrnMIT COMPIiffE0 1&40, 7j z / �, T iT. J.:I:. Y� r7 JLJ I L •i.l • � I I j HH I ! I A PROPOSED FRONT ( WEST )ELEVATION SCALE 1/4" = 1'-0" I. PROPOSED RIGHT ( SOUTH ) ELEVATION SCALE 1/4" = 1'-0" 2T is --j - -_ _. EXTERIOR TRIM NOTES I 1 L k-.• '- •� I ,Z: I �. ``� �i 74 -�11 ' RED CEDAR ROOF SHINGLES v_ S CORNER BOARDS-WHITE cd. I... 1 -'.._...I r .I I I r -'O IC i it -` '" _ _ - WHITE CEDAR SIDING r T. II ._a _ I I I - WOOD TRIM ALL AREAS-WHITE ..• L,. ! r -- I. r `" 4 �,J-I ANDERSEN 400 WINDOWS-BLACK ti. I i�, ) T i ._(I - DOORS-WHITE — ALUM.GUTTERS S DOWNSPOUTS `� - r_ LATTICE f;- ®® TRADE.MARK RAILINGS-WHITE Jt ,. t - L i ! 4 1 r OLSON DESIGN ASSOCIATES 4. �1 _ 'y 4._. _ � t _ LL � 5��0�&7754300 small-olsondeslgnQver'rmn.net � 57 rJ RESIDENCE Jr — 527 SCUDDER AVE. HYANNIS PORT,MA. M.GRENIER BUILDING,INC. 2675 PROPOSED REAR ( EAST ) ELEVATION PROPOSED LEFT ( NORTH ) ELEVATION YARMOUTHPORTler@ caste 508-364bi94 small-m.grenlerQmmcast.net SCALE 1/4" = 1'-0" 'of f'P ELEVATIONS SCALE 1/4 1-0 Wa,I�M yN n _ I II B¢aar N� D.O. — STaat>tI� avam�' _ IW.191 O e .. �C1SlEd•` 1 DEC.30,2010 y —'-mom• -- �. - .. � .� -w �:�.� _ �' T 1 ------__ DECK --- --- SHOWER - DN - I 4 § za•a-p sa sue':_-'-��. II — II II b . � m L KITCHEN LAUNDRY/LAV. - - T-11• '- III _ WALL R THREE SEASON-ROOM ti b i•eo E i ____ (ADD I NEW LVL BEAM AS SH m a WALL LEDGEND ml, . H PANTRY �+' varrrRv z-p.sa 4a•.ss EXISTING EXTERIOR WALL 1 NEW EXTERIOR WALL TO I NEW DECK W/ tboll- MATCH EXISTING � mw cum Nw 134CONYABOVE SIB11GzI.Z,3 A �3 DINING j EXISTING INTERIOR WALL I LIVING ROOM F m § I I I� MUD RM. 113 3 _____i______ NEW INTERIOR WALL TO ( I I e 19-9w I l+ MATCH EXISTING IIMF WNI. I . 8 O O N I I I 3-ew' I PLAY AREA rW. DEN ti O b COVERED N PORCH 99R i! I 1 O FOYER a I O I I I I RAMP REMOVED I I t as t•-tow• 28 28 1'-tD�l1 — —————__ _1'-ID�h' 26' 2-p 111GW z-z ea s-z OLSONDESIGNASSOCIATES Zs'+' OD DENNIS PORT,MA.02639 - g D swns-4300 email-olsondesign@wrizon.nel FIRST FLOOR PLAN DOLE mEN EROOM SCALE 1/4" = 1'-0" 527 SCUDDER AVE. HYANMS PORT MA. M.GRENIER BUILDING,INC. YARMOUTH PORT MA.,02675 o syC 508364-6494 email-m.greniw@Q casLnet FIRST FLOOR PLAN ataaCtOa� 1lmmey: D.O. 'was W q!'DIs1CQio � . uloRwE A D DEC.30,2010 + ,i a3 9' a rr � MASTER BED ROOM q _ z (VAULTED CEILING) ,M.BATH 777 BATH BED ROOM _ aTMA 1e-7w _ .. O -� UPPER -- HALL WALL LEDGEND BgLCp�,[y EXISTING EXTERIOR WALL BEDROOM ....._•.a-- -- - -- NEW EXTERIOR WALL TO MATCH EXISTING - _.t.� i -L__,_ :-- EXISTING INTERIOR WALL _ BED ROOM NEW INTERIOR WALL TO MATCH EXISTING i ._ —I r OOF - — r Jy i - T SECOND FLOOR PLAN SCALE 1/4" = V-0" OLSON DESIGN ASSOCIATES 70DDENNIS PORT,MA 02639 508-775A300 emao-olsondesign@verLon.net DOLESH& GROOM RESIDENCE 527 SCUDDER AVE- HYANNLS PORT,MA. M.GRENIER BUILDING,INC. YARMOUTH PORT MA.,02675 y 508-364-6494 email-m.9renier®oommst.nel a sf'� SECOND FLOOR PLAN P D.O. IWO gECMEP`N G 2) ° /�� DEC.30,2010 A v _ -. . . . .GENERAL'.NOTES General 1. Structural drawings are to be used with the entire set Or.Irawings. 2. All safety regulations are,to be strictly followed Me t'hods or cons'truatlon and ereetlon or structural s materials is the contractor's responsibility. C J. The contractor is responsible for di-ssemtnaYfon of atT ze4• 17v za• revisions and requirements to the subcontractors. 4. Reasonable care has been'taken in the preparation of Y asa• _ a-0• r-v all drawings and specifications. However the Engineer does not guarantee against human error and for that a-r 's-sr snot reason it is imperative that the contractor sha11. r 4. f- - cheek al'1 dimensions and details and must verify all conditions, dimensions-and elevations at the.site. All II I I Engineer cies before be brought'to the attention of the 8 proceeding: 4 5. The Contractor shall submit complete shop drawings for ____ -; I•, I - - all concrete reinforcing, all structural steel, and ��--- �-- both calculations and shofdrawings for all T II h• manufactured lumber products and their connectors for review prior to fabricatlon/eR&Ivow i1 1 TYP.-NEW BIG FOOT FPGs. 11 I k 1. All concretework and materials shall comply with-the 1 W/12°D.-PIER W/(2)#4 VER . 1� Specifications for Structural Concrete for Buildings III I - (ACI 301-89) g - II I 2. All concrete shall have a 28-day compressive te strength maximum ggt zs+• nh (NEW DECK ABOVE) III I of 300o PSI, with maximum I inch a s _ 6% air entrainment for exterior concrete exposed to 1J• moisture. LVEMST 'COL�2 ,�. NU COL ,�.t l,� y_ _-_-_-_ 3. All reinforcing steel shall be deformed bars of new I „•-r sa• „•a• billet steel conforming to ASTM A 615 Grade 60. 4. Concrete cover of reinforcing.bars shall be as I I ?s fo ows: I ___________________I_______#__;_-_--________________________ I . 3" at concrete placed directly against-earth. a r _h _ - - - -- - - - - - - -!_ , b. 2" at all other locations ' ; '.'>F• 1 e , •'. ---- - ----- 5. No horizontal construction joints are allnwedE unless ____________________i ------------------------------ writing spt ica y shown on the drawings or allowed in I; by the Engineer. 7. Reinforcing Bar Embedment Length Standard Hook EXIST.GRADE HT.; I N4 12 _?Fn FDN.WALL-'FTG.; I HS 12^ 12" 00 I I� I �ASSUMED II m A7 12" 12" _z EXIST.GRADE HT. I, h;�l 16" Lu 9 FDN.WALLS-FPG.;I1 III I 16^ � ASSUMED I I Foundations 12i m - I i�l EXIST.BASEMENT I 1 1. The Allowable Presumed Soil Bearing,Capacity Is v z 3 I �,rnm r, }; _I•)-• 3000 PSF; which is to be verlfied*In the field'before 0�.I¢ I EI; _'LL-•; -_-- --_-_ 2. Faotivgsconstructshall be carried to lower elevation than p Z~ I I', _ bearing the drawings it required to reach _¢ i I1 '._ ;(NEW THREE EA$ON g capacity, proper ROOM ABO E ) II 3. Walls acting,as retaining walls shall not be backfilled without bracing until all supporting soil I;II s;11 1 and slabs are in place and at adequate strength. II 4. Compact all fill under foot 1 • , t f� ;I1 ¢ lags and'slabs to the-' specified densityand verify. m TYPICAL- ,w ¢ m NEW 30'X 30'X 121J' U a I Framing Lumber and Connectors A 'll 'c;11 CONC.FPGS.&3�/ ' 1 D.LALLY COLS. - - 1. All framing lumber shall be'k31n dried'1'S%maximum moisture content. Lumber shall meet' as a minimum the ' s followin design values for to a. 2x Studs Construction.Gradpe Fb=BOOS P-70, Fc=750 d b. 2x Joists _ s$ EXIST.BASEMENT ; -�;I; LLI �' i "s C. Posts No.1 GradesFb=800, Fv=65 Fc5675 70 �• 2. All fastening Of framing, plates• sills, sheathing and other wood members shall be in accordance with the T details shown and minimum requirements of the ng Appendix M. Massachusetts State Buildi CodeEXIST.FULL HT. 3! N;; _ _-_-_- 3. Connectors shown are as manufactured by Simpson FDN:WALL- NEWDE K ABOVE �� I H Strong-Tie Co.Inc. Substitutions must be approved in FPG.ASSUMED ( )--T writing by the Engineer. Installation of all connectors shall be in strict accordance with the manufacturer's instructions and most employ all required fasteners. (IflEW MUD ; ;I; --)4�-- fl�ll I 4. All connectors shall be hot dip galvanized. 46 RFOM ABOVE ; ''_ _-_ -- - i 5. Install all connector fasteners before loading the II , ' i__��__�___________ joint. , , , .____________________________T�_____ ____ -1_, ,1 - _ ______ _ :t� S. Split wood is not acceptable for any connection. ------- 7. All exposed framing members shall be treated per AWPA C2/C9 CCA 0.25 and members in contact with soil shall _______________________________________________________________________T_. ^`1 - > } be treated per AWPA C23/C24 CCA 0.60. Job site m I I fabrication cuts and bores shall be treated in (EXIST.FIRST FLOOR ABOVE) . i I accordance with AWPA Std. M4. TYP.-NEW BIG FOOT FTGs.@ I Q I1 I 6 I I 8. All manufactured LVL wood'framing components shall ¢ ti(NEo PORCH,' EXIST.UV.RM-(3)LOCATIONS I g V I ¢ have the following physical properties as a minimum: gQ ) I W/12°D.-PIERW/(2)#4VERT. I Ol I �_1_ m B=1.sxTo•spei, Fb=2800• Ft.=240. 12-,e' 12-1P I 9. All TJI floor joists shall be as manufactured by Trus _ Joist MacMillan or Boise Cascade and as sized on the f41ar.•xs,2LVl m,sr.•z 9,2 WL ;`• '1 T_ �T drawings. All fastening, bearing• bracing and OR(4)P.T.2XIM Ofl4P-T-9 T! stiffeni -- ----- II / (11)�--,¢� i '�j b I I ng shall be in strict accordance with the --------T t § manufacturer's requirements_ T J t l0. All plywood shall be APA Performance Rated Panels EDGE Of E%Isir. - conforming to the following minimum requirements: I I § wnuneovE i (NEW ENTRY I i I I I I ¢ A. Floor- Sturd-I-Floor T&G,Exposure 1, '5/8", span 18 - ABOVE) ( rating 16". B. Wall sheathing - Exposure 1. 1/2", span rating 161. C. Root sheathing- Exposure 1, 1/2", span rating 16", sa• za _-_ or 5/8",span rating 24". I I I - -- �11fi IZh sg a-1P Tr 4-10• sA• ' siT r-a• 1 4. I ,. y. OLSON DESIGN ASSOCIATES s-z .a-o• s¢ OD DENNIS PORT,MA.02639 Q} 1Z S so• zap• ,zo- - z.v t p° r c U 508-775d300 email-atsondestgnQvedzon.net•/ - SC'12)) IS aucmuL w� DOLESH& GROOM 51 a"o t�eeo RESIDENCE E3510N �\ 527 SCUDDER AVE. 01 FOUNDATION PLAN DESIGN CRITERIA HYANNIS PORT,MA. SCALE 1/4" = 11'QII 1. Applicable Building Code Massachusetts 7th Edition � M.GRENIER BUILDING,INC. (.,y. 2. Loads YARMOUTH PORT MA.,02675 a. Dead Loads: 1) Roof 10 psf p 2) Floor 15 psf 9 i 508-364-6494 email-m.9mnier@ComsLnel b- Live Londe 1) First Floor 40 psf i� FOUNDATION PLAN ) t.11:.1rJ}"I2nlU'C faul�a)•WALt 2) Second Floor and Above 30 psf o-.."ar. A-A o.o. A-IO SCab� c. Ground Snow Load 30 psf d. Design Wind Speed 115 mph EXPOSURE B °"°' S 1 ,.__. __ DEC.30,2010 1 SCE fl WATER '4• CONC.BID FOOT FTG4 4• I // fl PIER FLASHING' T.,1�Fr Y�,,,r..�� .2vf0 LEDGER BD. I I i I I CA AL YKJYWw' l/ 2%iMp 1S'C.GBPID`G MID. SL�r'�161s'l)2)3 ROOFDECK INSULATION TAPPERED FOR WATEAOWUNAGEW/EDPM S�"o �nn •'�- --�- - '//' l/ 2R10 LEDGER BD. MU 12CDXSRTGw/ - ----- _ _ _ - - - _ - - -_ _ - = 3 = - _ s-; /�'/''i RUBBEER RRNOLFTNG VER D/ v o a �~ lxeaoLsrs®1C ST.2nd FLR.(SUB.) �N .T. )s 2• B Lb EXIST.2nd FLR/(SUB)' - GGW/12 GYM'_—_-N �D \ I I I I -- .. -_—_—_—_—_ OO.ON 1x3®2W ,J OeL.MATERIAL o I /'' // CIF1 MATFTiAL� AS SELECTED 94, � �i A38ELC-OTED 2x6 FRAMED WALL P 10 P. 2X Os P.T 2X s .T. 1 s'-r /'/'' 2XB FMMED WALL § MUDROOM 4: 4W. r m a (UN INSULATED) rr': 1 C, . 16'C. 16" .0 C. i �% THREE SEASON ROOM (UN INSULATED 4 / / VIN @16'C.C.W/3/4'S1113 FUR FIN.FI GIAS SELECTED SUB FLR'(UNMSULATED) PT. 2v10 LEDGER BD. . MLVL SEAM ---- T.1stFLR.(SUB.) P.T. X1 D R O BO ; i - -- (SEE FRAMING PLANS) ---_------ EXIST.istFLR/(.�u B.� FIN.FLAG AS SELECTED P.T.T-111 ON1. / G V. IS 24 .C. TAG D a, p 24'GG-1rlD.VENTS _ _ _ /1 - SP ___B L- r_____ _ _ _ _ _ a t ,''• 8 ®EA END OF EA JOIST— BAYum _ -USE GALV.NAILS NIOLEDGER D. (SEE FRAMING PLANS) 'S W W l3'aA• II CONT.4MPSLPOSr UPTOROOFOECK ✓e p Co .4 PSLFOST Q>V) �'li Q y UP TO ROOF DECK - OZZ W p - SIMPSON POST BASE SIMPSON POST BASE J f ^Si' O a Z m I EXIST.BSMT.SL'gB"t= IS . SMT.SLAB+- Q ¢ EXIST.FIN.GRADE S m(� r I m I-�O .,::F..:rn s+::.' EflsT.FlN.GRADE. CONC.BIG FOOT FIG+ `xr ZO OJ. '®- O O J - // CONC.BIG FOOT FI'G4 B PIER SWN IQ �� ,� ta'-P fl PIER g BQR.FTGLI Z S Q _ _—_ C) m >- !,�' -_—_ — BOIT.FTG_ _ �mO0a. va II � " 11 m SECTION @ THREE SEASON ROOM SECTION @ MUD ROOM , mi m Z3 3 Zmll a A SCALE 1/4 = 1-0 'I 11 1 11 ■V --'4;- 1I SCALE 1/41I = 1 I-011P. .. RIDCEVF1Jrwi fi-0` 4 +4• P.T.(2)2 X 10 .. I I; - BUG FILTER ELOW -_ •� I m >' 2x0 RIDGE BD. P.T. 2 2X10 w/1/2 Cox SHT13. &ARCH.SHINGLES A-p ICJ 2 m I ALLE&WAATEflALUEYS'@ MATCH EMST.OVERHANG- ;'§ Y C�J 5.1 1 - 1�4• &SOFFlTBOAROSFASOA V11,01$•GG W/R30 INSUL-Off.VAULT CIE1_ ENTRY VENTS fl FREEZE BOARDS .... - L 2xe CH ERIOR sasnNG WA TO T-14Y m _________r r r' ________ _________________ _ . 2 10 • • I MATCH E]OSTiNG WALLS Sw fiW .. ' •, o r, r.. r > r - _ _ _ - 2%es 1S C.C.WI -_ _—_—_—_- Exl9T NEW Wp'�R h__ _________ ___________________________________ _______ _________ tl� _ _ _ yq'®B.FLR-FIN. J - MATER.AS SELECTEDFlN.FLIis.TO LAGBGLTS®2WC.GSTA . (FRAMING PlAN9) 9EfWSH EXIST.2nd FIR.(SUB.) (o¢owoastJasrs) - w "+ a EXIST.FLOOR FRAMING BOVE TO REMAIN ro_c. (REPLACE DAMAGED MEM ERS AS REQUIRED) N WNNECr/FPO.90r FTcs' E%IST.FW.GRADE :: '. C NNECT/SIMPW 1B2 1B2I- -- - 12P- _NEW EXIST.LIVING 01S14.x91rrLvLb -��) -H)P.T.VIM OR(q P.T.-- ADD NEW JOISTS AS RED. �! �- ' FOYER ROOM ADD R-19 INSUL ALL AREAS. BELow4 ------ ------ -' - - INCLUDINGECIST.BASEMENT �t'� SECTION ENTRY ¢ I � 11 m• � I b EXIST.1stFLR.(SUB.) I I ' I - R @ T-111 ON P.T.tx3a @ 24'C.C. wilmD.vENrs®EA END --"Y=:=".°i " NEWLVLGIRT 2� 2�' SCALE 1/4" = 1'-0" OFEACH JOIST BAY - NEW BEAM COAT.UNDER NEIN ENG Fl O[ FPAM"I EIOST.CONG I I P 14' �� FDA.WALL 14 I T I OLSON DESIGN ASSOCIATES D OD DENNIS PORT.MA_02630 IK7rTyFTO. I 508475-4300 email-olsonde ign@vedzon.net 44V' CONC.BIG FOOT FrGA T I a ST.COS' DOLESA& GROOM fl PIER SLAB PATCHED RESIDENCE AssASSUMED'a. EXIST.FTO. FIRST FLOOR FRAMING PLAN HYANMSSPORT,A A- 2� >v�v��Ivt�nu�la.vU�� 502 A•A/s i SCALE 1/4" _ 1 I-0" M.GRENTIER BUILDING,INC. YARMOUTH PORT MA.,02675 tiM 508-364-6494 email-m.grelver®ccmcasLnet me FLOORFRA SECTION @ LIVING ROOM BR = NIIIVGTPID OS&SECTIONS D B SNOP Na'1B_7B,By SCALE 1/4" = 1'-0" 9ECISTt pf "�� '� S_2 JAN.21,2011 AEI/4"=I'-0" Table 2 General Nalrery Schedule Blocking to Reiter(Townall 2.8d 2 1 Od each and Film Board to Rafter(E af-milao) I 2 16d 31 fid each and WallF mg. i'OlellAV f.ICA1VYlf. Top Plates at Intersections(Face-nailed) 4-76d S-16d w at)oads ep_t I�,(„'s { z 3 Stud to Stud(Face-nailed) 2-16d 2-16d 24.. Header to Header(Face•nalled) 16d 16d '16'or_along edges Floor Framing Joist to SIR,Top Plate or Girder(Toe-naiad)(Fig.14) 4 ed 410d per Joist TYPICAL- Blocking to Joist(Toe-naled) 2-ed 2.1 Gd each end _ MATCH ALL SOFFIT OVERHANGS Blocking to Sig or TO Plato oe•nolletl a FINISH DETAILS W/EMSTING g p (T ) 316d 41 Bd each block Ledger Ship to Seem or Girder(Facenelled) 3-1 So .4-1 Ed each)olst tl Joist on Ledger to Beam(Toe-nailed) 38d 3-1 Do perjolst ______________________________________-- Band Joist to Joist End-nailed 14 316d 416d I I- ( )(Fig. ) perjoist F___ Band Joist to Sill or Top Plate(Toe-nailed)(Fig.14) 2-16d 316d per foot i EXISTING ROOF I I r Wood Stn ctund Panels F--- rafters or trusses spaced up to 18 o.c. ed tOtl a edge!8 geld m I I rafters or trusses spaced over i6•o.c. ad 10d 4'edge/V flak i gable endwall rake or rake truss w/o gable overhang 8d I 10d I 6•edge/6'field ' I SCREEN PORCH I gable endwali rake or rake truss w/structural ( Ik to � 6'edge/6•fleld 'G CHIM. (""" -Rockers z _ REMOVED gable endwall rake or rake bass w/lookout blocks i ed I 10d 4'edge 14'uek j i PATCH ROOF I TO MATCH CeNrg Sheathing ::'. I MST. 1 a I0s Q ITC.C.W/t? I Gypsum Wallboard 6d molars - T edge I10"field I EXISTING ROOF i f ROOFING OVE 2'RIGm MsuL I Wall'Sheathing I TRIMMED DOWN TO ALLOW . 1 e f--- Wood Structural Panels VERaYE OSi.RIDGE- 6,00 4CR'+Ql4WE. I - I BASHING AT HOUSE I Rovlem Aor IFREO. studs spaced up to 24'o.c etl 10d 8'edge/12•field 1PP and 25/32'Flborboard Panels Sol {d '��'edg�W field NEw d NEW 7 f - 11T Gypsum Wallboard 5d coders T edge/10'Reid SIKYUTE 6 SKYLRE 6 I I' g OM OM. - TYPICAL- _ - _— __ •• .. MATCH ALL SOFFIT OVERHANGS I I - I Wood Structural Panels - -� a FINISH DETAILS W/EXISTING ' vRlmvPlm I I i 1'or less ed 10d I e edge/12 field T CAL greater than 1' 10d .. 16d I G edge/6 field ! MATCH ALL SOFFIT OVERHANGS EXISTING ROOF ti 3v - aFlNISH DETAILS W/EXISTING r ! I T TYPICAL. MFINISH ALL ETAILSTOVFAHANG9 aFlNISH DETAILS W/F7aSnNG I I ---! EXISTING ROOF t--- F I NEW ROOF I ') NEW ROOn - I V 1 l ; _ _ _____________ _ _ I I "wA115 WmR8265?ECS AAII[f,{15@W{1XGGNTIN1fbU5.NQSbDSfAUCf41RAL PAN63HF1(T11NG I EXISTING ROOF I '.cu Ie ELEv 1 s ao a v r I I �' �Henue/Iiade4ll.u6iax�:uov'ag^wN __ Psoz'1a-� TYPICAL- MATCH ALL SOFFIT OVERHANGS :.:' ____________ Um NEWTYPICAL- Q'TfialR.d�Mopwe�,„dMr} - - a FINISH DETAILS W/EXISTING I ROOF I ..ry ti6.S1v.x l.edmA,nr aa.taua ® MATCHALL SOFFITOVERHANOS V � r 3 ��) ? r 1rN.i_-°• _ e FINISH OETAaswiEnsnNG . I � ® 1 wu0 ?,)kobpAe4♦a:bl dbEee'MR.tib" �a .., hRb` - wdh bl6dsK6 LjKPlf8�.3:/,r'i TYPICAL- ih' Te<orP�lws�fs+Ymta{ - MrrC'6aBem MATCH ALL SOFFIT OVERHANGS a FINISH DETAILS W/EXISTING r ,.�`` TNmd mueuTc!'Pm!Ids+Jkmss :� '! pemRd.-. . +t - iMrwnbcdep�J,on "4 .! tl ROOF FRAMING PLAN I ^A.,t7t3r5aaRrIECYaM71AaiT.dT�v �a - � "uReL Mb.a�Yon a•P6b...mnrr SCALE 1/4" = 1'-0" Tdg RCA4LRATSi11o, am6`. ,e�w�° v .-'+ eVE[CONd�rEo MAPONRIMGCCr3, . 77 NOTE: z DOTTED LINES SHOW --- R�R HRAtlNG ME1IWD GVFY4RA1.4'D wGeO rlGOadRSECGND Rt1dR .^t O� OLSON DESIGN ASSOCIATES EXTERIOR WALLS `W EEz r x NucrhfAL AretWERtArdr ONE T ��J + o a.n..Pmr r Slide Elml DENNIS PORT,MA.02639 aRALr'/F1M GIIt1YY'i[RAeEe brGGUF[OOR SeCGN itpOR rFAAilN aRrNR6tA�N4-I .- / „1s SOB-776-4300 emall-olaondesign@verimn.net - OubTN e' `L:k 5 t._' i... ,r- LX Eferaem. 4 TdTeR 013E¶ :f �. �5:• .' e3 ,�P; DOLESH& GROOM 'RESIDENCE 527 SCUDDER AVE. -.•—.Wy Sabb E6alJl11, MCTaNe -Y 4 3 aAmam t. HYANNIS PORTAL �. „ 1 w M.GRENIERBUMDING,INC. - ARMOUTH PORT MA.,02675 Y SO&364=6494 email-m.grenier®comcastnet .-S L evnlvanddel.a.>moe�PuM.air __ ya��e.,,od ROOF FRAMING PLAN �..'" Osgw«�d,.enacaee d�r.(eid. -'s oarbmc. a - 1 PbsMrTetk kmd Net l ti., _.:4 ydwnwl rdPawtd� LaRtod F1 amen ar. - D.O. (N seeFa 1hr .d�rns„Aea .> k. 9 ikl T.mm�R eNA d,e w,d&dPr. NerK-Ci. r k F y eF -Itilsmr',.mf1s mVfere.f eadeei: Nw��y,. c DEC.30,2010 _3 t 71. I _... r - I'� - 1 t l C { is t r I 0 ( JI r- il - s- . I .. r LL, PROPOSED FRONT ( WEST )ELEVATION SCALE 1/4" = 1'-0" PROPOSED RIGHT ( SOUTH ) ELEVATION SCALE 1/4" = 1`-0" I , 7-- J,FM EXTERIOR TRIM NOTES RED CEDAR ROOF SHINGLES Li L11I r f t I _ 5'CORNER BOARDS-WHITE J. f ! ( i - _ i 1t r -t WHITE CEDAR SIDING 7 ` WOOD TRIM ALL AREAS-WHITE d WINDOWS-BLACK I �I ANDERSEN 400 W K DOORS-WHITE 7 I tit- _ r _ _ . ALUM.GUTTERS&DOWNSPOUTS t`T '�. J.. _ TRADE,MARKRAILINGS-WHITE 4 ., ic TJ I I r h _ - r - ; OLSON DESIGN ASSOCIATES _ � Tr I r ' - _ DENNIS PORT, A.02639 y I O 506-775-4300 email-olsondesign@vedzon.net DOLESH& GROOM !. RESIDENCE _. 527 SCUDDER AVE. HYANNIS PORT,MA. M.GRENIER BUILDING,INC. YARMOUTH PORT MA., 75 PROPOSED REAR ( EAST ) ELEVATION PROPOSED LEFT ( NORTH ) ELEVATION 506-364-6494 emall-m.gmnler@mmccomcast.net SCALE 1/411 = 1'-0" WIWpM s"cyN ELEVATIONS SCALE 1/4" = V-0'I BRNOP D.O. SiR11LtUR8L N°.29468 eae er. A 9fGIS�EQ`t��f`e': /y -1. fa="_ �` DEC.30,2010 L 1 DECK - ---- --- so t r-e .. SHOWER ------- is � ra•x s'e s-m.5':8 _ II I�1 --- ' .NEW � � " - (� eTA1R lIP > I ll - - -- Nl, KITCHEN X., - LAUNDRY/IJ�V. :---- -- In. .® � rw• -- -- Ill ® EXIST.KIT. �11Hp -- ' WNIREMOVE ® THREE SEASON ROOM % m ' ------ l (ADD NEW LVL rn A - -' ___ - I BEAM Al SH - 1 WALL LEDGEND " Ill a PANmP ^'-0' PAxrRr Ymasa' So•.sa EXISTING EXTERIOR WALL e„w I NEW EXTERIOR WALL TO ------- NEW DECK W/ �,' � MATCH EXISTING _ (3)10SWBB g c B4CONYABOVE s '1�`Z13 l ryry•� I G INTERIOR WALL IXISTIN II ; III DINING y..p. I 1 LIVING ROOM wl'I :. 5,{,� ' NEW INTERIOR WALL TO . C is,` MUDRM. Ia $ ----�----- 1 O I i m: � ta.ets, - MATCH IXISTING l 8 O O wE I I ! IF- g6,h. I O PLAY AREA F DEN, - § i COVERER O I? I - e i PORCH s'-se• � I - I O FOYER ❑� 1 Q I l I -- _ _—Il— I——_ — —_ lI3'-0— --_———_- - 2'S '-10+h' s-r ea g-r o� OLSON DESIGN ASSOCIATES 2e'<• ILA DENNIS PORT,MA.02639 D - 508-775-4300 email-olsondesign@vedzon.net FIRST FLOOR PLAN DOLEsx& GROOM RESIDENCE SCALE 1/4" = 1 I-0" 527 SCUDDER AVE. HYANNIS PORT,MA. M.GRENIER BUILDING,INC. YARMOUTH PORT MA.,02675 508.364-6494 email-m.greni.,@-mcast.net E OF Syp� FIRST FLOOR PLANT Nt$NOP ,mmer. StNo?9 B' cneae°v D.O. 9f'CBtEQE�y. ' f�IOHPEE i\ pay; DEC.30,2010 moo, o _ r4 v I MASTER BED ROOM _ - - M.BATH- (VAULTED CEILING) - fI1-- p _ Lp.—J F - DECK - - .� la-a _-_ ---- I , Ll u� I , BATH - ---- BEDROOM BED ROOM m — - _ _ os is ry - ::_ri -- — . -- UPPER m HALL - WALL LEDGEND EXIST BALCONY - ING EXTERIOR WALL " .. ... .. -- BED ROOM -. ..._a a __ _ ., l -!-, --_ NEW EXTERIOR WALL TO MATCH EXISTING a o T_= 11'3 z1 EXISTING INTERIOR WALL S G BED ROOM NEW INTERIOR WALL TO MATCH EXISTING ' T I ROOF L r r L_ .-C - } f I L rT. ..., .I.. I r 1. zg.<. SECOND FLOOR PLAN SCALE 1/4" = 1'-0" ®T OLDEN IS PORT, ASSOCIATES 11J1 DENNIS PORT,MA 02639 508-775-43on email-olsondesign@verizon.net DOLESH& GROOM RESIDENCE 527 SCUDDER AVE. HYANNIS PORT,MA. M.GRENIER BUILDING,INC. YARMOUTH PORT MA.,02675 508-364-6494 emaii-m.grenier@comoast.net '�o ss4c SECOND FLOOR PLAN „g�uNN ,. D.O. No O gECtBlEQ�• f o�ro: —3 �• sloxn�:�� DEC.30,2010 - - .GENERAL NOTES Generai 1. Structural drawings are to be used with the entire set Of.drawings. 2. All safety regulations are..to be strictly followed. Methods of eonstruetlon and eredilon of structural materials is the contractor's.responsibility 3. The contractor is responsible for dissemination of all 261 12'.p z-v revisions and requirements to the subcontractors. 4. Beasonatile care'has been"taken in the preparation of 25a° i fiw• 4•-o all drawings and specifications. However the Engineer does not guarantee against human error and for that 6.r .s'ah• aSIR r reason it is imperative that the contractor shall. a, 4• - - check all dimensions and details and must verify all _ I conditions, dimensions.and elevations at the.site. All .I I I II I I discrepancies shall be brought tothe attention of the Engineer before proceeding: 11 i' i 5. The Contractor shall.submit complete shop drawings for -- I��•, •'-�"• _ ��••,_ - - _ I I all concrete reinforcing, all structural steel, and - _ _ -___-_- - ---- - -_---- -' -IJ--- ---- -- both calculations and shopdrawings for all. T- T manufactured lumber products and their connectors for review priorto fabrication/eRE07'10N Concrete i TYP.-NEW BIG FOOT FT'Gs. II 1. All concrete work and materials shall comply with the i WI 12"D.-PIER W/(2)#4 VERT. I Specifications for Structural Concrete for Buildings - (ACI 301-89) § I I 2- All concrete shall have a 28-day compressive strength (NEW DECK ABOVE) i I I of 3000 PSI, with maximum 1 inch aggregate and maximum 6%air entrainment for exterior concrete exposed to 29-a' I moisture. Ensr.coL. NEwcoL. j)I••, 3. All reinforcing steel Shall bedeformed bars of new LP1E LINE - �}'^- - -- - billet steel I conforming to ASTM A 615 Grade 60,3'3• $ 4. Concrete cover of reinforcing bars shall be as follows: ' I •---I•--; I _ a. 3" at concrete placed directly againstl.earth. _____________ _____ __r_____ __ _____________________ _ b. 2" at all other locations - _ - - - - - - - - - __- -�-,' ----- 5. o horizontal construction joints are allowedt unless as ' 1 specifically shown on the drawings or allowed in ____________________I�___ - --;¢i1F_i_______ ________________ writing by the Engineer. w " 7. Reinforcing Bar Embedment Length Standard Hook w n:I- '' EXIST.GRADE HT. I I p4 12" 12" ¢>O FDN.WALL-FTG. I ° N5 12 12^ L)C7 ) I r ASSUMED § - k6 12^ 12" z z EXIST.GRADE HT. N7 ts^ ls" Lu S FDN.WALLS-FTG.I!II F=1I1 m I Foundations ¢ _ ASSUMED I ui 1. The Allowable Presumed Soil Bearing,Capacity is c1 I ;I; EXIST.BASEMENT: I I a m O I G,f 3000 PSF; which is to be verified In the. field'before t� I•• construction. ---- - -- 2. Footings shall be carried to lower elevation than ZF I II shown on the drawings if required to reach proper L. cl I ;_ (NEW THREE EASON s capacity. I 6� bearing Ca acit Z S¢ I I;,; ---r 1 3. Walls acting.as retaining walls shall not be r; ROOM ABO E ) I backf lied without bracing until all supporting soil 1 and slabs are in place and at adequate strength. r II 4. - _-.Compact all fill under footings and slabs to the-' specifd density and verify, 30' m w ie-_-_ NEW L X 30°X 12'A ' it m Framing Lumber and Connectors c tl: m CONC.FIGS.&3 J/ D.LALLYCOUS. O m O •, 1 1. All framing lumber shall I)e kiln dried lg%maximu _ __ _ _-_-_ moisture content. Lumber shall meet as a minimum the s- following design values for SPRUCE-PINE FIR: § o;II o m.0 - a. 2x Studs Construction Grade Fb=800, F-70, Fc=750 s•o• b. 2x Joists/Rafters No.1'Grade Fb=1150, Fv=70 6a• EXIST.BASEMENT Q;F Z o I _ C. Posts No.l Grade Pb=800. Pv=65, Fc=675 a• ''' m„ I _ 2. All fastening of framing, plates, sills, sheathing and I a IG other wood members shall be in accordance with the details shown and minimum requirements of the Massachusetts State Building Code Appendix M. o i '•_�- EXIST.FULL HT. 3lll -_ 3. Connectors shown are as manufactured by Simpson rFDN.:WALL- �1 NEW DE K ABOVE �� r" Strong-Tie Co.Inc. Substitutions must be approved in �I� writing b the( )'•___ I g y Engineer. Installation of all connectors FT'G.ASSUMED shall be in strict accordance with the manufacturer's instructions and mast employ all required fasteners. ..b •v (f EW MUD ;I; -��--) -A-� ! I 4. All connectors shall be hot dip galvanized. 5. Install all connectorfasteners before loading the R?OM ABOVEjoint- , !__ .-1 - --- -------- 6. Silit wood is not acceptable for any connection. _ ------- 7. A 1 exposed framing members shall be treated per AWPA ? - 2/C9 CCA 0.25 and members in contact with soil shall •--------- --- ------------------------------- ------ ------- -'--T-' be treated per AWPA C23/C24.CCA 0.60. Job site O r I - I I fabrication cuts and bores shall be treated in (EXIST.FIRST FLOOR ABOVE) m,I accordance with AWPA Std. M4. ,•I, I GS. I Q 6 8. All manufactured LVL wood framing components shall (NE 1i�PORCH§ TYP.-NEW BIG FOOT LOCATIONS @ § Y I1 I I I have the following EXIST. 3LOCATIONS - O, b g physical properties as a minimum: I () W I ..§ BQ ) I W/92"D.-PIER W/(2)#4 VERT. E=1.9x10'6psi, Fb=2800, Fv=240. I I '_1_ I I - 9. All TJI floor joists shall be as manufactured by Trus 12-t0' 12"t0• Joist MacMillan or Boise Cascade and as sized on the � _ .-j�a'• fz)ia�a•zsvz•LVL (2)+314-x911z•LVL - 14' 'I T-��--- I I drawings. All fastening, bearing, bracing and 2% OR(4)P.T.2MM OR(4)P.T. t6s / b {I•�, b § stiffening shall be in strict accordance with the_ _ manufacturer's requirements. -T -c'= ---r-- { 10. All plywood shall be APA Performance Rated Panels t� `EOGE OP E%ISi� T- - - conforming to the following minimum requirements: § wALLABOVE (NEW ENTRY A. Floor- Studd-I-Floor T&G,Exposure 1, 'S/8^, span rating 16"- i rABOVE) - ,I � I i I I i § B. Wall sheathing - Exposure 1, 1/2", span rafting 16". U T C. Roof sheathing- Exposure 1, 1/2", span rating 16", _ _ a-e• zw __ or 5/8-,span rating 24_ 4 6 I sa I a.,6 r.a• 6-iv - I ss• c•a I r.a•I - - u 1t !j r q �I2, ja• la° LSON DESIGN ASSOCIATES4" s-z OD DENNIS PORT,MA.02639 124J 6-0• 26d'. t2'-P 20' aF C ,moo• bG� 508-775-0300 email-olsondestgn@vedzon.net aucw� H� DOLESH& GROOM x"_gye6e �S RESIDENCE 4fGISI�O". 5( 527 SCUDDER AVE. ' fssmxa E<�\ FOUNDATION PLAN DESIGN CRITERIA HYANNIS P°RT'MA- 4 t0 - 1. ApplicableBuilding Code Massachusetts 7th Edition M.O,RENIER BUILDING,INC. �) ) SCALE 1/4" = 1'-0" 2- Loads YARMOUTH PORT MA.,02675 a. Dead Loads: 1) Roof SO psi 506-364-6494-small-m.grenier@comcasl.net 2) Floor 15 Pat b- Live Loads 1) First Floor 40 Pat FOUNDATION PLAN�•�-Nx 2) Second Floor and Above 30 psi m^"^6r. D.O. A-� _�Ew�ROIUT E/51l{,�.1NA1 c- Ground Snow Load 30 psi ° 4� 1.1tl SCa1.e. d. Design Wind Speed 115 mph EXPOSURC B _ °aDEC.30,2010 14'{f P-P 29-q' zs-e.' a•a z-P -'�,'/' StrT�1 GF�AY114. 6.1 0'-6Ye'. a'aw I // s3 CON..BIG FOOT FTGe 'ICE&WATER // 8 PIER FLASHUIG• I I I Fb�ATA'L- ,`u Ia✓ /:/ 2XI Os @ 16"C.C.BRIDG.MID. zXlO LEDGER m. I I ' ROOF DECK INSULATION I I { t S3 3'�1 Gs l)2,3 j INSULATION TAPPERED FOR WATER DRANAG i o ` - - 2R10 LEDGER BD. 2Xes@16"C.C.W/ - _—_—_ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ ___ rt v f//� MUECKINGASSEIECTW/ zo tre CDX SHTG. _ __ _ _ RUBBER ROOFING OVER W/ ��o $� +`/I.T. )9 12• LB LG EXIST.2nd FLR,(S,UB,y E ST.2nd FLR.(SUB.j _ 1xe JOISTS®IB' \ - I ---------- C.C.W/ire Gvh----N SOON IX3024' O I i CIEL.MATERIAL CIEL.MATERIAL ASSELECTED-- N AS SELECTED N 2%6 FRAMED WAIL P. 1 O P. 2X as P.T 2X s T. 1 3'-]i5• ,'�"%/ ' ' 2X0 FRAMED WALL m MUD ROOM N w i 1 'C. 16'C: 16" .0 C. i H /' -` THREE SEASON ROOM (UN INSULATED) m (UN INSULATED) _ aV. 4• ZXIOs@t6•C.C.W/3ra' /' ' 2XIOs(&Is,c.C.W13/4• SUB FUR.(INSULATED) PY.2 Xt• % / ! BID. SUB FUR.(UNINSULATED) FIN.FI_RG.AS SELECTED ' /% /- (210 LEDGER SEE FRAMING PLANS) (2)LVL BEAM- _- EXIST.1 stFLR/(§UB.)' ' - FIN,FLR'0.A6 SELECTED T,1stFLR.(SUB.) P.T. Xt ED R L BO TE i ---------- V. TS 24 C TA GE D ' TS PLC-I11O 24 D.VEN - '// /1 SP ER @8 LT 11 �" (PEA.ENDOFEAJILST 3-0' --.- _ ! BAY.USE GALV.NAZIS � 2x10LEDGERBD. �I___. ;C (SEE FOAMING PLANS) W 13'-aW' I 1 / ! UP TO 4x0 F D POST 6 W (_ - UP TO ROOF DECK A ILA_ A CONT.4MPSL POST _ Q In UP TO ROOF DECK U�, .�, I'6 0p U W❑O a I� / SIMPSON POST BASE SIMPSON POST BPSE J f r,r-yi O Q --. ' I Z ml I EXIT.BSM'T.$LAB-+='/ LIST. SMT.SLAB+- Q ¢ 0] EX ST.FIN.GRADE EXIST.FIN.GRADE 2 m V I LO .'.��•�' U. O vlU� --I, 0 Z J " j i GONC.BIG FOOT FTGs i CONC.BIG FOOT FTGs X 0 Q b &PIEF Z M)Q _—_ O to BOTi.FTG. 90TT_FT'G.— II - —-- E II 3ma w 6P �i I a 11 n SECTION @ THREE SEASON ROOM SECTION @ MUD ROOM mmi; m a„ ~� s r'1 SCALE 1/4" = 1'-0" r;�l Z ; _ SCALE 1/4" = 1'-0" . O 4D *0 RIDGEVENTW/ 6-0• 4 ,°' P.T.(2)^c X 10 �i i i �'1 i - BUG FILTER LOW _- Y2� ��II K 9(B RIDGEBD. P.T. 2 2X10 I `. 2X3s@16'C.C. j W/112'CDX SMIG� &ARCH.SHINGLES VERIFY A-A i �U PROVIDE A Z m I ALCE L&WATERLEYS @ MATCH EXIST.OVERHANG- 'I:.•b1<• &SOFFIT BOARDS B SOFFIT a P ei $• I I f- I 2XBs @ 16•GG W/R4IO VENTS.&FREEZE BOARDS INSUL-OPT.VAULT CIEL ENTRY 2X EXTEAIO ALLS ii1 ________ ____ _____________�` _ ,` I MATCH FASTING WALLS 6YF SIRY IW '2 2X10 -_ ___—___- ) `< vo a v' ..• �. < v - _ _ _ - 2 l@1 FIA-FIN EXIST./NEW ---------- _ a_____________________ ___________ _______ __________ FIN.FURS.TO ` ELOW - ADD NEW P.T.2%10(EDGER BD. I IMO. 1 MATER.AS SELECTED LAG BOLTS @24'CC.BTAGGE (FRAMING PLANS) DELFWSH EXIST.2nd FLR.(SUB.) ,o a (BELOW EXIST.JOISTS) - 111w b 1 m o ar p® T.O_C. i - EXIST.FLOOR FRAMING BOVE TO REMAIN InE Lr° = I `° I I CONIC.BIG FOOTFTG'S. �u ao 'u �r p v EXIST.FIN.GRADE U 'v (REPLACE DAMAGED MEM ERS AS REQUIRED) w + _ 8 PIERS W/SIMPSON fise6A<v zLV 162 BIH IL a; I I I LONNECTORS� Iz'-1P Iz-1D• _ . _ ___a•. (211y4'xDiIT LVL ,- -: (2)13/4•xBt/2'LVl NEW EXIST.LIVING b - -F" (9) -- ___ORP)P.T.M10s_ j•, ORW)P.T.ZXIos FOYER ROOM ADD NEW JOISTS ASREQ. _ ! ----______-'- =�= —_—_—_--- - - ADD R-191NSUL.ALL AREAS SELONk ''_v „ --- 'b _ Ivl; BTIM.FTG. INCLUDING EXIST.BASEMENT f ° ci - f --�-" " I b SECTION @ ENTRY b I I - I I I I - • EXIST.1stFLR.(SUB.) m T-IIt ON P.T,tx @24'CC. I W/IIZD.VENTS @ EA.END _ _ NEW LVLGIRT I I — I se• za I I SCALE 1/411 = 1 -0 11 OF EACH JOIST BAV _sw B'-IP 8'O. e'-iP 60 N[W BEAM CONT.UNDER EXISTING FLOOR FRAMG. EXIST.CONIC.io EON.WAlt I OLDENNIS PORT,MA 02639 S D BOT_FTG. 2S-47 P _ - �111 508-775-4300 small-olsondesgnwerizon.net CONIC.BIG FOOT FTGs I - SLAB PATCHED DORESIDEN RESIDENCE &PIER AB A C .. 0 EXIST FTa, 527 SCUDDER AVE. ASSUMED FIRST FLOOR FRAMING PLAN HYANNISPORT,MA. B•-P NfyV�Ro(UT Fau�D.w,B�l. SCALE 1/411 _. 1'-0" M.GRENIER BUILDING,INC. YARMOUTH PORT MA.,02675 `N 508-364-6494 Small-m.gmAier@wmwstnet LL""0 FLOOR FRAMING PLANS&SECTIONS ® SECTION @ LIVING ROOM BISHOP $RUCTURAL w) --o,ywn BY: N4.R040B D.O. .sew SCALE 1/4" = 1'-01I GIST (, S-2 JAN.21,2011 Table t Genaral Awfbrg Sctedure P MR Blocking to Fetter(ioo-nailed) _-- — 2-ed '-I 2tOd each and 2 i6d 16d wch and - ' I Rim Board to Rafter(E io d-naa) -, Wall F.riig ( I"OIoIZA�L.KA1 - Top Plates at Intersections(Fa -nailed) 416d 5-16d at joints 7-3 Stud to Stud(Fee nailed) 21Ed 2-16d 24•oc Header to Header(Face-nailed) 16tl 16d. .16°os.along edges Floor Framing.. .. ... .. .. .. ._.. - Joist to Sig,Tap Plate or Girder(Toe-nailed)(Fig.14) 4-ed 4-10d perjolst TYPICAL- Blocking to Joist(foe-nailed) 2-8d 2-10d each end MATCH ALLSOFFITOVERHANGS Blocking to Sig Or TO Plate 8 FINISH DETAILS W1IDUSTING g P (foe-neiled) 316d 416d each block 1 Ledger Strip to Beam or Girder(Face-nailed) 3-16d .4-16d each lolst Joist on Ledger to Beam(Toe-nailed) &8tl 3-1 ad Per joist - Bend Joist to Joist(End-naiied)(Flg.14) 3-1(id 416d perjoist . 1 Band Joist to Sill or Top Plate(Toe-nor led)(Fig 14) 2 18d 3.11id per foot , ' I i I I ;'Roof Sheathing EXISTING ROOF Wood Structural Panels F-- rafters or trusses spaced up to 16'o.c. I 8d 101 I 6 edge/6 fieltl 1 I rafters or trusses spaced over 16'O.C. 8d 10d 4'edge/4'field I 0 SCREEN PORCH I Ni gable endvrall rake or rake truss w/o gable overhang: 8d lad ! 6•edge 16•field CHIM. �, F"-" gable enthrall rake or rake truss w/structural 8d 10d ! 6•edge/6'field I I oufiookersREM j PATCH ROOFF-- -- gable endwall rake or rake truss w/lookout blocks ad 10d - 4 edge/4 field I ..TO MATCH I .:Caning SheaWng I EXIST. I I zxlus cm 16°C.c.W/1/z I Gypsum Wallboard 50 coolers - Tedge/10•field o l EXISTING ROOF F ROOFING OVEYRIGID INSUL. I.WBILSheath _ . I TFiIMMEO DOWN TO ALLOW I F-- Wood Stnxalral Panels el VERIFY E%IST.RIDGE- 4 t�.ge ld - I I FLASHING AT HOUSE I studs cad up I xEw al sm 00 ADD IF RED. _ Spato 24•o.c. ad 70d 6'edge/12'field - - I I I tYL'entl 25/32'Flberboard Panels ed1 C✓��CLf dE>Aar-)'$°a°age is geid`n SNEW XYLITE H NM f 12 GyPsum.Waliboard Sd coolers - 7'edge I10•field E H - oPG. oFc. TYPICAL- ---- - - MATCHALLSOFFITOVENHANOS PEwlamyywyB Wood SINCWreI Panels 8 FINSH DETAILS W/E%ISTING I 1'or less 8d 10d I 6 adge/12 Beld I �~ TYIICAL greater than l' 10d 16d 6'edge/6e field —i EXISTING ROOF I MATCHAusOFFITOVERwwcs .—..—..:..._.—..--.--'---. ._—....... --'----'--- 3)� 8 FINISH DETAILS W/EXISTINGTYPI - I I MATCH AM- MATCH DETAIL W1EI(I OVERHANGS W.1114 BFlNISM pETA1LS Wl EJgSPKG I --1 F�(ISTING ROOFNEW ROOF F==- - 1 - I "Y.'A1rS Wn%B-11LSPECr MAII.{y5£Dlb{M COMTINUOl lYOODSTiIUCTUIIN:PAWF194FA115fNG T T T T c _ I EXISTING ROOF ou a o aEv row „ ,i I I „ - 1 bmeNh_dectn+ewerlanpm„hl _ F Forma RO .F_ I.boom' I TYPICAL- MATCH ALL SOFl-IT OVERHANGS NEW _________ B FINISH DETAILS Wl EXISTING I ROOF 1 MATWPICH ALL SOFFIT OVERHANGS 1? ,Tmbar3aotnagbnob�a.8dm,6,na evSs(O t48' �, ® U B FINISH DETAILS W/FJaSTWG - bNl3 ]I/2y 3geHpmbn dhn ' 1/di Mbl and?a2 ardm_bg{wdsanda&jAp n Y 'tA'�a-ice odor u/rrr BW oa ua . I r zxe:®s•c.c. 1 Au I:aoo is �,run;;' n„�I m_> In '.m,N,ad'""meon,:ofnmaama-nttad:: n� ;. �i bedade dibwn vd�claahn- few�(� - TYPICAL. :n h Tre Fa� '{da�S ,dlMbell�- - MATCH ALL SOFFIT OVERHANGS - P ddi dwgiro bbdd and of II III wM, m,d4eZd`t BFeghr rm6ry F, - 8 FINISH DETAILS W/EXISTING ' 'Wood d,aduml P?^d enmell, PE Red"- ,� ;(dm nun,bmal dudi iliwn '� ' 'Mwlenrdrlim�:a46:1 aeptd r/Id - .� �mmn�icid'"YereMBM .� � d.Jmms Of M ROOF FRAMING PLAN "" i -A,x1m6oBgef.IRCTo61'Y,d031 dlrp � P�°e �pAAL d,ealh ?'-� Mm Z�ak3/edRa wsn - No dph>mdr :q-, SiL10C 48S j rj;5ier bh :, ,,� � xlcloua Rsozsllsaj, :, SCALE 1/4" = 11-0" ( � 9FCI51EP cYxi�o Jac o NOTE: - DOTTED LINES SHOW RG kEa maa GML'moo oven RAlgo w000 iEeo dasreorvobLboR OLSON DESIGN ASSOCIATES EXTERIOR WALLS wadamuanAuumNuovaaA.dPTON ®� i cuxea r DENNIS PORT,MA.02639 . ( BRACT flha JDOLIERR,IiTF-Yi0 OR�RO 3ffA1U itDbR FaAMLY nIVGi,Ok Lr�TM ( O 4d EI 4 S,da Elawl 568-775-4300 email-olsondesign@verizon.net DOLESH& GROOM RESIDENCE , d"rolV ubbxao 31 k� _�' wc>aNa - 527 SCUDDER AVE. �°�" °b0Z3lli HYANNIS PORT,MA. _ V 5 Woad swdu,d Poaex eheollnng Oho aP'�6v db J IAPP��.. r: M.GRENIER BUILDING,INC. . -. Woad tirudu,WW esnemknB apvdb Mp - y YARMOUTH PORT MA.,02675 508-364-6494 email-m.grenler@comcast.net um,m,e w Boo e 1 I a "oar"II .more a,^s°^�c+'I w ROOF FRAMING PLAN 1 i pb, hv�Tor�fnvkEaB Q.; Polwd olk�buddn,B Ow bNW:pd _ - I-By. D.O. . 1 fsaa Ng 1 r :dR r,am daarr Nero- :` ►✓a I6I Flom N w Iw be kled,ew ay. - Noi ade Ibl Seafpma if PiaNeomma dermt.:: Nd zak„' ' — —-- -- —-- EC.30,2010 N m a ~ 287/17 zi MADELINE BEARSE 2 N W50'17" E IRON PIPE/FOUND CB/DH FOUND S 95.21'4a' E 82.22' 116.94' WF AIL �= PROPOSED �? MUD ROOM PROPOSED COVERED NEW ASE 1 '�` PORCH 10.0' AL W a , WETIMD LINE SHOWN IS 40.1 4 PROPOSED OUTDOOR APPROXIMATE Z 527 SHOWER (5'X6') m AL • \ AL EXISTING 2-STORY 8 W WOOD DWELLING PROPOSED DECK �� •3 a ' n Q PROPOSED FOYER F.F.E.=16.75 ` (ABOVE) WF �� M AL (4!XS') LOCATION DATE: 1/17/11) W W o . PROPOSED DECK AIL 0 �, ` v WITH BALCONY DECK PROPOSED THREE 5I 9 a- ABOVE SEASON ROOM 18.0' JL V MAP 287. PARCEL 018 LA --- - _ V� 17.032 SO. FT. t .� ' 4100• Z 0.39 ACRES t "� \ SITE LOCATION: , 195 TAG 107 137. S7g 28� 288/141 003 / / �527 Scudder Avenue PER 2 '�" w 178.28 GEORGE A. ASHUR Hyannis Port MA 15' R.O W• - .�- r, J 1 MARY LOUISE C. ASHUR , PREPARED FOR N — Mark Grenier CB/DH FOUND / TITLE CpNOpM,N,VM House Location Plan • Proposed Additions EXasno ' BAXTER NYE ENGINEERING & SURVEYING Registered Professional Engineers and Land Surveyors 287/019-001 CONDOMINIUM 78 North Street-3rd Floor,Hyannis, Massachusetts 02601 (MULTIPLE oANNERs) Phone- (508) 771-7502 Fax - (508) 771-7622 1 20 0 20 40 .:: SCALE IN FEET n ' 1"= 20' I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE PROPOSED STRUCTURE SHOWN DATE: 01-27-11 HEREON IS IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS, IS LOCATED IN RELATION TO THE MONUMENTS SHOWN AND IS ?} REV. DATE: REMARKS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA, a7 n f THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY51 Col LINES. , ' .�` - <::�>I - 1� ei _ A DRAWING NUMBER REGISTERED PR ESSIONAL LAND SURVEYOR BAXTER NYE ENGINEERING & SURVEYING DATE • 0: 2010-057 SURVEY WORKSHEET 2010-057WS 2010-057