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0098 BAY SHORE ROAD
9�' �a� Share �ha� 111A11q 7 #7 STATE PROPERTY ADDRESS I I ZONING I DISTRICT.,CODE SP-DISTS.I DATE PRINTED I CLASS I PCS I. NBHDEL 'KEY No. 0098 BAY: SHORE ROAD 07 R8 400 __D-7,HY' 07/09/95.1011 00 69WC R325. 077. 238692 LAND/OTHER FEATURES DESCRIPTION ADJUSTMENT FACTORS Ty UNIT.,_.:..ADJ'D.UNIT GOODMAN.- ELLI OT R 'Mpp- Lane By/Dale Sae Dimension LOCJYR.SPEC.CLASS ADJ. COND. P PRICE. PRICE ACRES/UNITS VALUE Description 192/DOD CD. FF-De N/Acres #L A N D 1 CARDS IN ACCOUNT. L 15 .1WATERFNT:1 : x . .24 =loci 277 314999.9 `_872549.91� .22 . 192000 119LDG(S)-CARD=111t , '106,.200 01 - OF ' 01 A #PL 98_BAY:SHORE RD HYANNIS COST _7V$2W N BATHS 2.1 ° U X C= 100 9500.0c 9500.0 1.00._I 9500 a #DL,LOT:;98MARKET: 231100 -.NO' SSMT. S X C= 100 5.4C 5.4 1935 10400-8 #RR 0090 .0093 INCOME A FIREPLACE U X C= 100 3100.0 3100.0 1_00 3100 8 USE DI APPRAISED VALUE D 1 298:200 A U ARCEL` SUMMARY - T S AND 192000 A T LDGS 106200 -IMPS M OTAL' •298200 F E I CNST E N � DEED REFERENCE Tye DATE q«ores RI OR�YEAR VALUE A T Book Page lest' MO. V r.D Salea Pr ce AND 192000 T S � C12039 00/00 )LDGS OTAL 106200 U 200 A 1 R E BUILDING PERMIT SUMMER,COTTAGE S Nomber Date rope A-1 Y P E' INTERIOR .- ,LAND . LAND-ADJ INC ME SE, SP-BLDS FEATURES. . BLD-ADJS; UNITS OME'SINGLE`WALL 192000. 2200 Const. Total r bu'It Norm. Obsv. Class I Units Units Base Rale Aej.Rate A e Ages Depr. Contl. CND loc 4q R.G Repl Cost New Atll Rapt Velue Stories I Hergnt 1 Rooms Rms Batns a Fia. Partywell Fee. 01C+7<000 .110. 110 58.90 64.79 46`75: 19:80 _ _100 80 132788 .`106200. 1.0 7 4.2.1 9.0 Description Rate Square Feel Real,Cost MKT.INDEX: 1'�00 IMP.BY/DATE: 'ML `7/88 SCALE: 1/00.46 ELEMENTS CODE CONSTRJCTION DETAIL - BAS . 100 64:79• 1935- 125369' NST. GP- S FFU - 25 16_20 150 2430 *:-i5T-*., STYLE 03 ANCH _ 0.0 T FOP, 35 22.68 . 21 ! 476 1OFFU".`10; -ESIGN ADJMT 02 ESIGN ADJUST 10.0 R FOP- 35 22.68 102 2313 *--15--* EXT-ER.WA-LLS -11 000 S?iINGLSS---U.O U 7, FOP' 4EATIAC�TYPE- -TT AS=WARMeAIR U=0 C * *< NTER.FINISH- -0.9 HUTTY-°-PINE------- .O T 8 NTER.LAY00T- -T2 VE_R 7N6RMAI----U:O R NTFR.QL-ALTY- -02 AME-AY-EXTYW _0F.0 24' 6 FOP: 6 LOUR-STTFUCT- -02 D-.-d0I-T/8EA-K --U.-O ' A W ! *--1T.--*37------* E1LE_CTRIin-L---- LD�R7COVER-- Z77 IWYL=FLO0RTNG -U.-O - L D Total Areas Aux a 273 ..se= . 1935 ! 00T-,-TYPE=--- OT ABLE=A-SPH-_Y f---U:O BUILDING DIMENSIONS `* -BASE' r ! ?UT VF �RAG U.0 7LNS:W20 . N09 W17 S11 'W26 N20 E04 ! 0UNDATI-O-N- - -02 _ONCRETE-BLUCK-9�.-9 - 4.:BAS . W03 N07;F. F-U N10 E15 S10 : 28_,. ._ ----- ------- --- -- ------------ --- FOP-,El7. NO6 5 ..- BAS:E12 FOP.E03 S07;,W03 20 *;;.-17?-* ! " -----NEI-GN80R ODI67WC?1fTANNT�------- 7 .. BAS;SO7-,EO3 S08 El0,S06.-. ! 11 • 9; !. ` LAND iTOTAL- MARKET W17 S06 SAS E37.. ! " 11 , ! PARCEL' :192000. 298200 S28... *=----26----* : *=--20---X , AREA ' 70000 VARIANCE ' +0 +326 STANDARD 25 R325 077 . P P R A I S A L D A T • KEY 238692 GOODMAN, ELLIOT R LAND BLD/FEATURES BUILDINGS NUMBER ZN/FL=RB 192 , 100 106, 200 1 A-COST 298, 200 B-MKT 231, 100 BY 00/ BY ML 7/88 C-INCOME PCA=1011 PCS=00 SIZE= 1935 JUST-VAL 298, 200 LEV=400 CONST-C 0 ----COMPARISON TO CONTROL AREA 69WC -- TREND EXCEEDS STANDARD NEIGHBORHOOD 69WC HYANNIS PARCEL CONTROL AREA TREND STANDARD 151 15 LAND-TYPE 1920001 LAND-MEAN +00 2982001 210000 IMPROVED-MEAN -490 2506 ] FRONT-FT ] 100 DEPTH/ACRES TABLE 02 10001 LOCATION-ADJ APPLY-VAL-STAT 1 LNR] LAND LFT/IMP]ADJS/SB/FEAT STR] STRUCTURE ARR]AREA-MEASUREMENTS NOR] NOTES COM] MARKET INC] INCOME PMR] PERMITS GRR] GRAPHIC FUNCTION- [ ] STRUCTURE-CARD NO- [0 0 0] DATA- [ ] XMT [?] RESIDENTIAL PROPERTY MAP NO. LOT NO. FIRE DISTRICT SUMMARY STREET $?y Shore ad. Hyannis - _ � LAND 3�5 77 �'•.. :, . H BLDGS. O �> TOTAL OWNER RECORD OF TRANSFER DATE SK PG I.R.S. REMARKS: q 74/ LAND Z:. T / BLDGS. Goodmnpi E R! Norma B. 9.7.50 ctf 1203 B ^ TOTAL a, LAND i (.�-f._[.j• �.,�i, ,�..:. i D) BLDGS. ;i TOTAL � LAND / BLDGS. TOTAL LAND BLDGS. TOTAL LAND 0) BLDGS. TOTAL LAND BLDGS. TOTAL LAND INTERIOR INSPECTED: --�,-� � � BLDGS. DATE: -17 "� TOTAL - �% r111 LAND ACREAGE COMPUTATIONS BLDGS. ND TYPE #k OF ACRES PRICE TOTAL DEPR. VALUE ^ TOTAL HOUSE MT � ',� oZoZ� —� ..Y'.�`.._.. ..�,_._ LAND V r CLEARED FRONT �� �,��'<�`,;� �' Y?"y - � - .'" -.-� � BLDGS. REAR ^ TOTAL WOODS&SPROUT FRONT LAND REAR BLDGS. WASTE FRONT TOTAL REAR LAND - Ot BLDGS. ^ TOTAL LAND � BLDGS. LOT COMPUTATIONS LAND FACTORS TOTAL FRONT DEPTH STREET PRICE DEPTH% FRONT FT. PRICE TOTAL DEPR. COR. INF. VALUE HILLY TOWN SEWER LAND ROUGH TOWN WATER BLDGS. HIGHGRAVEL RD. TOTAL LOW DIRT RD. LAND of nr_c FOUNDATION BSMT. & ATTIC PLUMBING PRICING LAND COST - Conc.Walls Fin. Bsmt.Area Bath Room Z. ✓ Base % % i„ 6.3 BLDG. COST Conc..Blk.Walls Bsmt. Rec. Room St. Shower Bath Bsmt. ..�" •� ;� /-U PURCH. DATE Cone. slab Bsmt.Garage St. Shower Ext. Walls PURCH. PRICE Brick Walls Attic Fl. &Stairs 1 Toilet Room Roof RENT Stone Walls Fin.Attic Two Fixt. Bath Floors �h� ���• �%�fc�� Piers INTERIOR FINISH Lavatory Extra Bsmt. F U 1 2 3 Sink / Attic __ b 3/4 y, 'A� Plaster Water Clo. Extra , 7 7• Oe EXTERIOR WALLS Knotty Pine, �/ Water Only Double Siding Plywood No Plumbing Bsmt. Fin. 0 � Single Siding Plasterboard Int. Fin. ^f (:i60Shingles TILING (/ 'Coot.Blk. G F P Bath Fl. Heat Face Brk.On Int.Layout V Bath Fl.&Wains. Auto Ht. Unit Veneer Int.Cond. Bath Fl. &Walls Fireplace 'Com.Brk.On HEATING Toilet Rm.Fl. C Plumbing { /: �/ • Solid Com.Brk. Hot Air _ ✓ Toilet Rm.Fl.&Wains. Tiling Z� Steam Toilet Rm.Fl.&Walls Blanket Ins. Hot Water St. Shower Z Roof Ins. Air Cond. Tub Area Total Floor Furn. ROOFING COMPUTATIONS Asph. Shingle Pipeless Furn. j S. F. -- -�•'1 Wood Shingle No Heat C, S.F. / Asbs. Shingle Oil Burner S.F. ry Slate Coal Stoker S. F. aEZ r ! /. >' / / —'`'• ' v;�0 7.J / Tile Gas ✓ S F OUTBUILDINGS ROOF/TYPE Electric Gable 1/ Flat S.F. 1 2 3 415 6 718 9 10 1 2 3 4 5 6 7 8 9 10 MEASURED H S. F. Pier Found. Floor Hip Mansard FIREPLACES ),�•l;' Gambrel Fireplace Stack Wall Found. 0. H. Door LISTED FLOORS Fireplace - Sgle.Sdg. Roll Roofing Conc. LIGHTING Dble.Sdg. Shingle Roof Earth No Elect. DATE Pine Shingle Walls Plumbing Hardwood ROOMS Cement Blk. Electric 7 L j ! Brick Int. Finish ICED Asph.Tile Bsmt. lst, TOTAL ' i Single 2nd 3rd FACTOR REPLACEMENT _ OCCUPANCY CONSTRUCTION SIZE AREA CLASS AGE REMOD. COND. REPL. VAL. Phy.Dep. PHYS. VALUE Funct.Dep. ACTUAL VAL. DWLG. /•'17 /a. /�•/Z �'�/C L.::' e c�..4' �/'f' i.�::i c,...'�i.o:�• %i _ __ t 2 3 4 5 6 7 6 _. 9 10 j -- - TOTAL Town of Barnstable *Perm,[# Regulatory Services ee 6 months from issue date + BARNSTABM s MAC Richard V.Scali,Director 9. Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.bamstable.ma.us - Office: 508-862-4038 Fax: 508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Map/parcel Number �% I 2 T 7 Not Valid without Red X-Press Imprint Property Address 1� O r�� v�p f e t� �`` GI,t\I\6 [residential Value of Work$ Soo Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name cu J\�(� �`01, `O M Telephone Number G-( Home Improvement Contractor License#(if applicable) 1 f C A Email: _ 14co C_cU c_(-O -WcC ,C G M Construction Supervisor's License#(if applicable) c S" k c�3 t ® � ❑Workman's Compensation Insurance L 7 U 9L,3 k 5 Check one: MAY 2 4 2017 ❑❑ I am a sole proprietor TOI�,�!1 OF BARNS ABLE am the Homeowner ! have Worker's Compensation Insurance Insurance Company Name (-C\v 1(S Workman's Comp.Policy#_ V I ✓ — 7 Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to W N"Ou* our`-, ❑Fz-roof(hurricane nailed)(not stripping. Going over existing layers of roof) LTRe-side 6 cjr, Cedc�,(' SG.�,lStS ❑ Replacement Windows/doors/sliders.U-Value � (maximum.32)#of windows a �1 #of doors: _ 'Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is requjreG,v✓ SIGNATURE: ' . C:\Users\decolIik\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\L7U69LF2\EXPRESS(2).doc 01/25/17 To., f Barnstable i . s Regulatory Services Riehnrd V Sealy Director wa Bunding'Division Y Tom Perry,Building"Commissioner 200:Ma�n.Sheet,Hyannis,MA'02601 fJ" www.town.barnstablema.us; 'Ofce: 5084624038 ; Fax 508-790-6230. Property Owner:A4 Complete:and Sign This Section If Using A Builder I ,as Owner o£the subject ro l hereby authorize $ to act on my behalf;; in alI matters:relative to work authortyed b3 this'building permit application for (Ad&ess,of jo ) **Pool fences and alarms are the responsibility of the appLcant.'Pools. are not;to be filled:or utilized before:fence.is installed and all'final inspections are performed and accepted } ; S'gnature of.Qwner S ature`'of A i�cant t Pp �u�es Qr✓��✓ e t; fOA v , Print Name Pruit Nartie T s 5 � t> Date 4 G i ( '_it41 .. _ Town of Barnstable Regulatory Services BAMSTASM Richard V.Scali,Director o ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 1, , as Owner of the subject property hereby authorize in to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Jo ) **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 S' ature of Applicant 3 cq k�Con Print Name Print Name Date F 74— Ca ev R of Maw�tusetta ATw*=Yd of IndustrW AccMenft qyk�of Investigations 600 kashhWon Street Bo MA 02111 �g �os►/ Workers' Compensation Insurance Buidere/Contractors/Electricians/Plnmbers AoplieSnt InfoY'ffi9l# t Please Print Id bly Name(suftwjorganization/IndividunD: ' ? A&MMXA C 4 1— _ a _ C" /Stategi :5 Phone#: Are an employer?Check the app p���z' Type of project(required): 1. I ana a employer with t 4. ❑ I a14 a general contractor and I 6. ❑New construction Ml and/or part t�. have hired the sub-contractors 2.❑ I ant a sole proprietor or n partner- istdd the attached Aaet 7. ❑Behtodelii ig . ship and have no employees have g- ❑Demolition working for me in any capacity. 01111,16yeas and have worims' 9. 0 Building addition (No workers'camp.insurance con p�insurance.: l 3..❑ We ate a cagwradon and its 10.0 Electrical repairs or additions requira ometwtter dt all work offices have.exercised their 11.13 Phumbing repairs or additions myself(No wodm'comp. A#t of exculptioll Per MGL 12.0 Roof repairs insurance requh&]t c. 1%§1(4),and we have no 13.❑Other am loyees.[No workers' conjp insurance required.] •Any applicant that checks box#1 man also®cm the searcm ginving their wmiceas'you policy earmatian. ?Ho VW=who submit this affidavit indicating they are doing aq rk and then him outside coniractors must submit a new iffidavit rash. tCoutrsc ms dM duck this bar uuist aunchad an additmmi s>ma shoving the name of the sub- s and staN whether or not those eatttiea ava .:. empinyaaL Nthe sub-cona mrs bsvc emploYea,fty must provide wo*w-gyp.poft mmdw. I am an empkyer the providbeg worker8'eoripeees fire btsurarece for my anplo}+ee� bateau tr ois polky artd job 1xf0rneadWL Insurance Company Nam,—C",r ' r Mwe.� Policy#or Self--ins.Lic.#: 2 1 l pi-q E t"14_2)-11 Expiation Dew r Job Site Address: z City/stmaip: Attach a Copy of the workers'compensation poncy(iaClarmuou pale(snowing the poncy number ana eapnwwu aria(. Failure to secure coverage as required under Section 25k of MGL c.152 can lead to the imposition of criminal penalties of a e uP 10$I;300 0 aw-9,T al a-year Vortme t, as cavil pe hiss gt tbe:fvr n of a$TEMP�6T)At C ORDER and a fine 4w. of up to$250.00 a day against the violator. Be advises a copy of this statement may be forwarded to to Ogre of 1#04099dons of the DIA for insurance coverage v `on. I 0 hereby cart&rertdrr thepabes mid of'awry dltat the biformade r provided above Is&e and coffect is 7 Phone it.,. iclal use ot3i}. Do reef wrhe be this area&e be by city err town o,, cis] I City or Town: :Permtnlcense# Isii ng Authwilty(etme one) 1.Board,oiflealth 2.Building Department 3, qMn Clerk 4.Electrical Inspector I Plumbing Inspector C ocher " Contact Person: Phone#: ;w S:.rt>r ,4c4:>Rb CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD""") `� 05/15/2017 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME; Rogers and Gray Processing ROGERS &GRAY INSURANCE AGENCY INC PHONE (508)398-7980 1 FAX AIC No ADDRESS: mail@rogersgray.com 434 ROUTE 134 INSURERS AFFORDING COVERAGE NAIC# SOUTH DENNIS MA 02660 MSURERA: TRAVELERS PROPERTY CAS CO OF AM 25674 INSURED INSURER B HCCC INC DBA CUSTOM CRAFTED HOMES INSURERC: INSURER D: 900 ROUTE 134 BLDG 3 SUITE 30 INSURER E: SOUTH DENNIS MA 02660 INSURERF: COVERAGES CERTIFICATE NUMBER: 154273 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRR TYPE OF INSURANCE ADDL UBR POLICY EFF POLICY EXP POLICY NUMBER IMMIDDIYYYYI (MMIODNYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS MADE 1 OCCUR DA G O PREMISES Ea occurrence $ MED EXP(Any one person) $ _ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY❑JECOT- LOC t PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ HIRED AUTOS NON-OWNED _ PROPERTY DAMAGE AUTOS Per accident $ $ UMBRELLALIAB ;OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$:` $ WORKERS COMPENSATION X PER OTH AND EMPLOYERS'LIABILITY t'` YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 100,000 A OFFICERIMEMBEREXCLUDED" NIA NIA NIA 7PJUB7H91544317 02/24/2017 02/24/2018 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS belgiK I E.L.DISEASE-POLICY LIMIT $ 500,000 k` N/A DESCRIPTIOF(,dF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for b4ifits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. ,This certificate of ftrance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the e4.. issue date of this certifcaYe dt,>insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass�y6vluvd/workers-compensafion/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE, EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town Of YafiTioUth ACCORDANCE WITH THE POLICY PROVISIONS. 9 Breezy Point AUTHORIZED REPRESENTATIVE South Yarmouth MA 02664 Daniel M.Crq y,CPCU,Vice President—Residual Market—WCRIBMA @ 1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD i The Ott WObsb of the Ottioe or Conte Atoms& Regubbon(OCABR) Gussets'Aftim and Budness salation Home Consu mr Rtghts and RWDung Horns IMpM ent CantraUing MCItc8bbutim COMploints r Re&tratim # 169552 Hama Lmonnom of on,�.'A- Re sttent CUSTOM CRAFTED HOMES --e- P---ae N JEFF BARONI Ads 64 CHRIS`I MAS WAY Cray. State S. YARMOUTH, MA 02084 Eoraum07/05M17 Date Con kft Dobil, K10 COMPlaInts fount for r Youtma6a Bk t ®2012 Cbmmonwom Of fftowchuntuL a fggftred aervW merit of the Commonweauh of WGUedumeft Tt44T asi 91/820]B !MG_341 A.JPG 10 { "yin ate; ✓�F'� _ gyp r� � ' 307 IN, P, Rv iN t WK Now ji '^ s. ...5�'Li+: d L l 7�r e HM IT Xv ' a •�.,� y, '. ��. �.�w`',t4' 5 �:. "l g '�^l i :.:;�,�fir` ya.p r'„�•L 5p ¢ � � � "kC. ,:�`P� T ��'•ka7�"� „`s ,�"`��'gg` aF.;Mxw.?"�r �� ^. ih ., ` '�' "R+ � 'q}t{ ' mow• 9' y 'k '^r.�� k � ANr t_ y "t ' r p8:tlffwH.1g0V8.mnUtnWftdWmb l5U%bC74e340E91pr**t. r-1 1�' Town of Barnstable *Permit# - - ° egulatory Services EFee 6 monr►is from Issue date ram. _ Richard V.Scali,Director Building Division TOWN! �� .. . �'� Roma,BuildingCommissioner " lQOain Street,Hyannis,MA 02601 www.town.bamstable.ma.us Office: 508-862-4038 Fax:508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY 7—T Not Valid without Red X-Press Imprint J Map/parcel Number Property Address CA '0 k�% �p f e C�(- fn,r`/\\ (j(� [4esidential Value of Work$ 500 Minimum fee of$35,00 for work under$6000.00 Owner's Name&Address I hectSo\ C o\CSOn Contractor's Name CV�&M (54iej �0 �� Telephone Number__ Q Home Improvement Contractor License#(if applicable) 16 t Email: l 4co cu �Cccc .C G M Construction Supervisor's License#(if applicable) C S— l c�31 S ❑Workman's Compensation Insurance Check one: ❑ I am a sole proprietor Vam the Homeowner have Worker's Compensation Insurance Insurance Company Name C'r^U LVe r5 1,s Workman's Comp.Policy Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) ❑ Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to C0('A, ❑ roof(hurricane nailed)(not stripping. Going over existing layers of roof) TRe-side 1bWin o Cedo"C 56.�tSt5 ❑ Replacement ws/doors/sliders.U-Value ?7 i (maximum.32)#of windows #of doors: •Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the Home Improvement Contractors License&Construction Supervisors License is re njred' ` v- SIGNATURE: C:\Users\decollik\AppData\Local\Microsoft\Windows\INetCache\ContenLOutlook\LN69LF2\EXPRESS(2).doc 01/25/17 i 139 Queen Anne Road Harwich, MA 02645 Office: 774-23770410 Frontier Energy Solutions, Inc. Web: frontiercapecod.com Certificate of Insulation Work Job SiteAddress: rew Members on Sit ^1s 0 2 Description of Work Location: Square Feet: Material: R-Value: R-Values per inch:Cellulose,loose:3.7,Cellulose,Dense Packed:3.2,Fiberglass:3.0,Poly-iso board:6.5, Closed Cell foam:7 Air Sealing Completed: Attic Access Treated: Blower.Door Results: ❑ Attic ❑ Pull Down Stairs Pre-Work Test: ❑ Basement Cl Hatches ❑ Living Space ❑ Doors Post-Work ❑ None Test: No Blower Door Test Notes: I certify that the address listedaboye4was insulated as described on this certificat d t a all work was• performed and rnstaltedTin accordance°with state and local building codes. . r Job oreman id Date - -11GUSUVO- J-O NN& 4 . Town of Barnstable ° , . Building e. Post,ThFs Gar.,,d That t�s Ulsible,`From the: tr,et,- A raved Plns:Must.be-Retamed'on, ob;andthis Card.Must be«-Ke t 'MIYNl3'�'ABL6,' <ag Posted U ttl F, a o Been:IVlade n.Vl/her Ce Mica. .R ui d uc i Prm l�. x a, ct•„ to of,OccupanCy,s,_ e .., ;e, ,s. „h B, !ding shall Not be Occupied until a Final Ins ection has,been,m.ade e - ,: ..,.� .,.&,.,,; '' ..;.yv' a,:✓•�M - -: i ✓, zwa ...._s,._ -a..: 6r' ',�^�.°°.c-? --t y a .i -.;"n., - Perniit-No'.` 13-174727' Applicant Name: CUSTOM CRAFTED HOMES Approvals Date Issued: 07/05/2017 Current Use: Structure Permit Type:, :Building-Addition/Alteration-Residential Expiration Date: 01/05/2018 Foundation: Location: 98 BAY SHORE ROAD,HYANNIS Map/Lot 325-077 Zoning District: RB Sheathing: gj Owner on Record: BARNSTABLE,TOWN OF(MUN) Contractor Narne CUSTOM CRAFTED HOMES Framing: g IVf?RM�It Address: 367 MAIN STREET ContaLt or,License 169552 2 a i > ��E' Project Cost: $55,000.00 HYANNIS MA 02601 Chimney: Description: ENLARGE WINDOW OPENING AS SHOWN OWPLAN-REMOVE AND Pe rnit Fee: $550.50 CHANGE PITCH OF ROOF TO ACCOMODATE LARGERWINDOWS. Insulation: Fee Paid: $550.50 Project Review Req: ENLARGE WINDOW OPENING AS SHOWN ON PLAN�REMOVE "�D'ate 7/5/2017 Final: AND CHANGE PITCH OF ROOF TO ACCOMODNTE LARGER,, " ` r WINDOWS. Plumbing/Gas Gas g/ Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed bey this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl cnLontand the,approved construction-documents for,,which'thi' permit has been granted. . . KII construction,alterations and changes of use of any building and str.uctures§shall be in compliance with the local zoning by lawsand codes. Final Gas: This permit shall be displayed in a location clearly visible from access street'or r,4d End shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Vu Electrical The Certificate of Occupancy will not be issued until all applicable signatures by tfieBuilding andFire Officials are�p or aided on th�spermit. Service: Minimum of Five Call Inspections Required for All Construction Work:. r� � ,' �" 1.-Foundation or Footing At Rough: 2.Sheathing Inspection - 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final:`. - "Persons contracting with unregistered contractors do.not have access to the guaranty fund" (asset forth:in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel OTT Application # —7 f I Health Division Date Issued I&I � 6 Conservation Division Application Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis ��� � Project Street Address Villagetn��s Owner N�<�2 QG cc,)Or� Address %uQ T4WIZ08 P3 Telephone Permit Request ��Z v S � � � \ p 0 ! c�v.0 � ( CC0�fi. c - e Square feet: 1 st floor: existing—proposed r: existing proposed otal new Zoning District Flood Plain Grooundwater Overlay Project Valuation Construction Type_�� 6 �` 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 O No On Old King's Highway: ❑Yes O No Basement Type: ❑ Full 2'Craw I ❑Walkout ❑Other Basement Finished Area (sq.ft.) d Basement Unfinished Area (sq.ft) 0 Number of Baths: Full: existing n Q" . Half: existing l new Number of Bedrooms: existing new Total Room Count (not including baths): existing new Q First Floor Room Count ❑Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑ Other Central Air: IIYes ❑ 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: C/existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: &&J1 J",. Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ T Q 6N Commercial ❑Yes ❑ No If yes, site plan review# 01V n�-. 20�J Current Use Proposed Use � �� :?.�. APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name r` e lephone Number Address �-ov License # b Home Improvement Contractor# Email G MC Worker's Compensation # V ALL CONSTR CTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO C mo SIGNATURE —� DATE V a` ` L-7 FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME 912yil7 INSULATION �JZsI�7 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 2 7*/ 1 DATE CLOSED OUT ASSOCIATION PLAN NO. 1 ' ?fie Ci aw—eakk of1YdticssQcla s+ Dqw nen> ©f Industrial�lceidetea�s Offke o, Ilevestigationa 600 iaWngten Street Botoar,MA OZIII wwwi0=sVMdIa Workers' Compenseflon Insumnee t tdavit:DuAders/Coubmetot Eleetl n (umbers Apalieant Information a Please Print Legibly Name(BusinesslOrgwizatiowbdiviW: ♦p dd�1p�� - N 1 Phone Ik F,rn- all employer?Check the apP prlate box: I Type of project(required)' a emplayerwith 10_ 4. ❑ I a a'general ronfsactor and I 6. ❑New construction • ha hired the sub-coubuctors loyees( and/or part-tiara), 7. yodeling . a a sole proprietor or partner- lisp the attached sheet. ❑ smb-contractors have S. ❑volition ship and have no employees tmrployees and have workers' working for mein any capacity. 1 9. ❑Building addition [No workers'comp.insurance coap•'asuranue 3 l 10. Electrical repairs or additions 5. ❑ irerequire& a corporation and its 3;❑ j am t;homeowner deiag all work offs have exercised their 11.0 Plumbing repairs or additions myself.[No workers'comp right of exemption per MGL IZ. Roof insurance required.] t r. 1 §1(4),and we have no employees.[No workers' I3.0 Other con .kinsurance required.] `Aoy epPtieant that box#1 must also fill:out the belott�shcwhig their workers'mmmisabon policyMVMRtion t HomeownMs who submitthis:dfidavit bilisating they are dohig all and they but outside contractors must submit a new affidavit bdicIft each %Coamims that dhech this box mot attached sa additional shoat the name of the sabers and smm whether or not those cudda have amp*NL ydie sub-Mum, s Gave amploYe u tit ptovida n wortsms'Comp-Policy mindw- I am an erhhplayer that Is provfdbhg workers'coi>sspehrs n ka mee fer my et�ptoyees. Below is the polfcy and fob site Wonnadom Insurance Company Nem��,1€12WVP Arx, Policy#or Self-ins.Lic.#: M �' "2)-� Expiration Date: I— Policy Job Site Address. ` City/StatelZrp: Attach a copy Of the wOrketa'compeusa on policy d xlarattoa pago(onowiag sloe poueY aetmner an a=ptratlon date). Failure to secm coverage as required un Section 254k of MGL a 152 can lead to the imposition of criminal penalties of a t fii:up to 51,500.00 orzne=year im isonmeot.as ' i as civil penalties in the form of a S'['(3P WDIi GRIM Ltd a floe of up to$250.00 a day against the violator. Be advised t a copy of this statement may be forwarded to the Office of $ttve t gations of the DIA for insurance coverage verdi y h-ereby cart fy. the paths and of ee ry that dle W0rhmWkn pmvlded above Is&w and correct 0,0W we only Do not wrde in dds area,to bect4&4rdbycIty or town o,0'Yefal 3 City or Town'. Permit/LIccm# Issuing Authority(eircle one): I.Board of Health_2.Building Department 3.Cl /Town Clerk 4.Electrical Inspector g.Plumbing Inspector 6.Other Contact Person: Phone#: ogwaRaS ' CERTIFICATE OF�L�1>>Q►BILITI( INSURANCE aATaa/IsarowYYrv1 _�. 005=7 THIS CERTIFICATE�11MED AS A MATTER OF INFORMATIO10 QNLY AND CONFERs NO Iddh" UOM TKE CERTIRCATE HOLDEIL TI IS CERTIFICATE DOES NOT A�IRYATIVELY OR NEGATIVELY AN► . EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLIES BELOW. THIS CERTIFICATE:OF INSURANCE DOW NOT A CONTRACT BETWEEN THE OWING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTWICATE HOLDl#I, I MKWANT: tf the cwgk4 r hoWer to an ADDITIONAL.NisURED�SIs polloypea)must be endorsed. 9 SUBROGATION 18 WANED.to to the tames and offh®policy,certain poikt�nmy nWft� endon wmmt A oblemmM on this eerfllisate dm not codff 69W to the r: "Mohr U feu af.awdl s. :. yro..�.��j Rogers and Pcaessi ROGERS&GRAY INSURANCE AGENCY INC '` t 3W7W h E .00m 434 ROUTE 134 INMIRORB)AMR0916COVEMSE aAlcal 9tOliTH DENNIS MA 0288� mutes : TRAVELERS PROPERTY CAS CO AM 256T4 ahlsunen WOURER a: HCCC INC DBA CUSTOM CRAFTEt HOMES a: WO ROUTE 134 BLDG 3 sUITE;90 {: r e: SOUTH DENNIS z' MA t)2tIBQ F: COVERAGES CERTIFICATE NUMBER: 154 }: REVISION NUMBER: THIS 1S TO CFR11FY THAT THE,POLICIES OF INSURANCE LISTED BEL"HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD lNClI ATE-} :NQTWITHSTANDI NG ANY REQUIREMENT,TERM OR CONDMON OF ANY CONTRACT OR t3THER DOCUMENT WITH RESPECT To WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFf;ORDED BY THE POUCIE.$flE73M119M HELM IS SUBA=TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LImrM SHOWN MAY VE BEEN REDUCED BY PAID CLAIMS. fmm mum LTR TYPEOFIRRIRMICE, &MEL POLIGIf LVWG CO RCIALGRIKER LLL MMY t EACND lRa3ENCE ; CI AH�IB MADE ❑OCCUR a a 3 k MED EW m c ) S N/A AA 5 GML AGM EMIE LOW APPLIES PSt p�. a GENERALAGGREGATE 8 POLICY❑.ACT Q{pC <. PROOIIC73•CMHP[OP R(iD i AhrF1080SULL LnY 8 ANYAUTO WIED LED 8ODILYMfURY(Perpemm) g SM A A PIA BODILY HIRED AU'ro8 AI)tpg ,a UNSREUA LaAB OCCUR € EACH OCCURRENCEExc S uAs C AM494AAM WA AGGREGATE $ m Mtlgtlli:RB t�l1INEI�JITIOW: � $ lI@ EDPI.pYlr3t8 LIAJTY X Y!!I s A ©cam waA WA MIA 7PdUB7M91544$tY 02/24a'20i7 D2P241201fi F.L EACMACCJDBdT S 100,000 EANnamewya Nrq M eteurMer r EL WSEASE_EA h) itw,000 OF ? El-OMEAS€-Pm=Lmm 8 5W.= WA / o (WOMATIMIUrItT rtlel Eb ,.. tAc�tar,AdI R +a.mhr I+r a�n.d Bma�.�is aq�dj 1 Oftrs'Cot h Msat n benefts wig be pad to Massechusetts employees aNtly,PUrsUN t to Endorsement INC 20 03 06 B.no aawdMw is given to pay claims for bereft to eftwlcyams in antes other dw Mas8sc huas0ft If Ms,*hsurad fees,or has hired those 6mPbyares Outside of Massachusetts. This cwdcate OfI", 4 A&trsnc a sham the pOgcy!n Torre am the date tit t 6 DOrfi kgft was Issued{urhtess the expiraton date on the above Policy Prudes the issue date of tus ce uaru;e). The sWn o/tt coveragecan be mmbred dagy by accessing the Proof of COVa�-COMMF VerBcaton Search toot at.www.nMsa: . jt CERTIFICATE HOLDER CANCELLATION T; P SHOULD ANY OF THE ABOVE DESC110M POLICIES BE CANCELLED SORE THE E)aMATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of YeimlOuth ACCO VM TK POLCY PR0V11S OD& 0 Prim paim REPIMBENTAM Soum Yarmouth I ° ` MAr mewa Dania!M. ,CMIJ,Vice ftWent—Raiduad Market—WCRU MA ®1888,ZDi4 ACORD CORPVITION. AN rtgthts reserved. ACORD 25(�ti14a'0!) The ACORD II and fego are te91100ered marks of ACORD f Town of Barnstable Regulatory Services yea Richard V.Scah,Director + Building Division Tom Perry,:Banding commissioner I 200.Miin.,3tre.et,i3yarmis MA 0260I w vw.town.barnstablema.as. f Office: 508-8624038 ., Fax 508=790-6230 Property Owner Must omplete and Sign"This.Section If{Using A Builder I ., min ,as Owner of the sub'ect ro hereby.authoritze; to act on my behalf, 4-1 in all matters-relative to:Wet authorized=bS�this=building permit application for: (Addiesa of)o Pool fences and.alarms are the responsibility of the applicant: Pools z> are not to be filled or utilized before fence,is installed and AU final inspections are performed and:accepted, Y grsature of.Owner afore of Applicant r x ;Pnnt Name Printm Nae F 5/30/2017 Office of Catsuri er Affairs&Business Reguiation-Mass.Gm tq, u The Official WebsRe of the Office of Consumer Affairs 8 Business Regulation(OCABR) Consumer Affairs and Business ►nOrflceni Consumer atralrs . Regulation Banking and Finance Insurance Consumer Rights and Reinurces Licensing Dab Privacy and Security Media Agencies f. Home Consumer Rights and Resources Horne improvement Co ltradng r HIC Registration Complaints z Rebt d Lh t6 a Registration 169552 # Home Imrnavement Contractor RenistraWn name Pace Registrant CUSTOM CRAFTED HOMES Name JEFF BARONI Address 64 CHRISTMAS WAY City,State S.YARMOUTH, MA Zip 02664 4 Expiration 07/05/2017 Date Complaints Details No cc lints found for thlss registrant. You can also view arbitration and Guaranty Fund history. Back To Search 02012 Commonwealth of Massachusetts. Sile Policies Contact Us Mass.Gov®is a registered service mark of the Comnwnwealth or Massachusetts. htttsJ/services. uxkWs spx?bdSewc"=71417 111 ram?� ..."P, '�' m'�6* 6'7'�"• � +'F. g'r.'.' _ woo MW S SUM sit '.1 ZOO OF, _ e :• ':T"" 2 '•ems?.•T RUJ -t L r ,r CL �z r CAMQGot 0040, u WO x hen f j x M° loss7�i ,y • f ���x:. taa r, m 4��•t tea. C?xfi•f�" s t.�yF,s1 �., .k ` rh� `" cgs TV MWAT. ,� 7 -Y.f:�4 -` � Ye �', +.- y' t } x '' '4• "� .^a 3F W04 } tR`,n.1 Aj` C IP UWAIL k Y- �'- �'"... 54 r�1+9i d1k --�i Yi] I .f .Y, 5 f 'R. .4v t'f'i• �� V HER AGSM +WlF SFwx.�N�Y f � p& A Ve Sj53r' '� st x i m, rrst �• ..T' rrf %pin: _:. : � r � `� a low .� �# *..-�� y a , y s.x UNITEDkST/JTES ROSTLIL SERI/lCE® . — � RE CAE I P,T E x SEE BACK OF THIS RECEIPT FOR IMPORTANT CLAIM Pay to M INFORMATIONS KEEP THIS Address RECEIPT FOR NOT G(�.; � �Gv'7,�� YOUR RECORDS NEGOTIABLE Serial Number Year,Month, $l Day Post O 24397620794 office Amount Clerk _._ � ?i117—Q6—>_ii 0?ti+Jlii l"L[�i tivv r i r j • r , A • Town of Barnsta e r. u� Ong �....,.. a,•, a , ,... r �. .• F S r A ved Plans::Must.be Retained on.Jxob and'thisGard Mustbe-Ke t a .ost.T#tas Card So Th t tits: �sibl� .r tfn� .t,�e, t ,.piwro z 3 P= . - ._.,. N .. -t,r a r s. _ .�' a x- 4 , .:,•p.. ✓<. ...,... - C S. . . ..,. .., tact Un 71.�anal,lns action Has..Been Made z s.� �:~ :a• r°. .- Pas. t P ,. . .� ,,. . .. . ._ ,... .�.._., _ �. . .sn F Re u�re s B I n shalh,Notwbe Otcu red unt�lfa Ftnal.lns ectton;,has:been,made �1 jlll _ Wfie[ a Cert�ficate,of Occupa cy s q p P .., r - ,. Permit N0 9474328 Applicant Name: DEREK R EVANS. Ap provals Date Issued r 10/11/2017 Current Use Structure Permit:Type , Building=Addition/Alteration-Residential Expiration Date': 04/11/2018 Foundation: Location: 98:BAYSHORE ROAD, HYANNIS Map/Lot. 325 077 Zoning District: RB Sheathing: Owner on Record: CARBON,THERESACo t actor NameZ DEREK R EVANS Framing: 1 :$ Contractor License- CS 102315 Address: 27 CLINTON AVE rF 14, 12 MAPLEWOOD, NJ 07040 � Est Protect Cost: $65,000.00 Chimney: I Y' Description: Remove and Reframe windows in Kitchen and Laun-ry. at House Pe�mlt Fee: $381.50 Insulation: Door and Window to be Replaced. Install Flooring and Tani. $381:50 Remove sheetrock on Kitchen and Laundry walls Install new Fee�Paid� bathroom and replace siding and Trim. r � � Date 10/11/2017 ma . _ F Plumbing/Gas /Gas Project Review Req: NEW BATHROOM IN EXISTING SPACE < Lj �. �r g Rough Plumbing: J ,5 Building Official Final Plumbing: TFis permit shall be deemed abandoned and invalid unless the work a hdr zed,by this permit is commenced within sa months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved applicatibn 4n the;approved construction documents for which4 is permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by laws and codes. WKIC Final Gas: This permit shall be displayed in a location clearly visible from access strr,\eet or road>and shall be maintained open for public mspeetion for the entire duration of the _. work until the completion of the same. ,M Electrical 1 � :< ��� Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and FI Officials are ero dad on this permit. Minimum of Five Call Inspections Required for All Construction Work b6 Rough: 1.Foundation or Footing ..,u,�..« 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection tow Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health . :Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. -: .Work shaal,not proceed until the Inspector has approved the various stages of construction Final , A). Fire Departme-nto gW eontrcto frtmcD r f ` VGic:142 building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT- ' TOWN OF BARNSTABEE BUILDING PERMIT APPLICATION Map � Parcel AP, P lication �3-1-73U Health Division Date Issued to 1411 Conservation Division /'U Application Fe Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis j3� Project Street Address t3 A-15 tM e-E D Village 0y A N N S Owner_PtE QCS 6 C A e50N Address q 8 1>AV;Nv9-E, 14-JANNIS M F} 0.2LO° I Tele hone n-7 9 9 a- 5 g(9 a Permit Request t _,\r-f) i^ © V� vkF u\ f-dC L"'i rh , Square feet: st floor: existing roposed 2nd floor: existing prdposed Total nel Zoning District Flood Plain Groundwater Overlay Project Valuation 4M Construction Type R e. QA Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(# units) Age of Existing Structure 1 Historic House: ❑Yes G-io On Old King's Highway: ❑Yes 340 Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) O Basement Unfinished Area (sq.ft) O Number of Baths: Full: existing_ new ® Half: existing new? Number of Bedrooms: existing C2 new 11U,L 11vic T; Total Room Count (not including baths): existing new SO Floor Room Count Heat Type and Fuel: �as ❑Oil ❑ . Yp v��'Electric ❑ Other 71^1.. 6 2011 L�f•�It,(r,,_, _ 1 Central Air: es ❑ No Fireplaces: Existing�Newb Existing wood✓/coal stove: ❑Yes O No Detached garage: ❑/�existing ❑ new size_Pool: ❑existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: Wdexisting ❑ new size _Shed: ❑ exiisting ❑ new size _ Other: %0CIIZ\ V_100�2 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) DE2EY_ EVANq3e4 �e =mber Name 05-ro r� C e A FTE D rto"ES Telephon 5c�$ la I -"I q 0 Address 0100 e-T GLI P,1& .3 tlni-k 3 b License # C S - I Da 3 IS Sough nYn nrs "A ca-yu D Home Improvement Contractor# I L0 9 55a Email Worker's Compensation # PJUg - H q ISyy-3-�q ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO I ow N of "�Re M ou7H T►2�n�SFErZ STt`1"f1 oIV SIGNATURE DATE 9 - t s _h V FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME V Ldd INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL OAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. } F # s Town of Barnstable x x' Baffding DepArfinent Ser ices Fiorence cBo. Building Commissioner 200 Alain Street,Hyannis,AMA 02601 www.town.bamstable ma.us 3 } Office* 508-9624038 F= 508-790-6230 Property Owner Must Complete and.Sign This Section RU�1� 'ig" A Builder as Owner of the subject property hereby authorize to act on my behalf in all matters relative tacork authorized by dds building pemAt application for. (Addtess 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 pefotmed and.accepted. tune,of Owner S' lure o Applicant L Print Name Print Name Date Q:FORMS:OWNERPERl MSiONPOOLS Rm OB1107 k Owner/Agent ent Auth' ri, 5 g O Zatt`. , ®ate: Tc Whom It May Concern l Theresa Carson the owner of the property located at g Bay Shore Dr Hyannis MA.,, authorize Jeff Baroni the owner of Custom Crafted Homes to work,on my behalf on all matters related to the permitting and construction of said address. a . Agent: Jeff Baroni Homeowner: Theresa Carson f�1t z,;,r ft,c ,jj ic.j�;yP::dt tL iB.::n<..;i1'dtSiP K F A 1,1b*fSk°ctxFS r .ii.+R-r;'.E ArJ',5K'0 0 i5..iiT NTk6lr,?rvot)ttt:hastc.'. ., r`,.90'. pagtY 1 C11 1- _ r t v� Office of Consumer Affairs and Business Regulation One Ashburton Place - Suite 1301 Boston, Massachusetts 02108 Home Improveme t gn,tractor Registration Type: Supplement Card 14 JJEFF BARONI - 1 Registration: 169552 00 ROUTE 134 SUITE 3 30 !-, _ � Expiration: 07/04/2019 S. DENNIS, MA 02660 Update Address and return card. SCA 1 0 2,,0M?M--05/1177 .1/1f'- I%(/77/71/,/I/CG'(/.•C!/l.C���C/iY%(I.(,lL/Gi('�li .. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYPESupplement Card before the expiration date. If found return to: Registre'—M Expiration Office of Consumer Affairs and Business Regulation 969552 07/04/2019 10 Park Plaza-Suite 5170 Boston,MA 02116 JEFF BARON`1,t '"f' D/B/A OMES DEREKEVAN$ � 900 ROUTE 134 SU,CI•E 3 30 r `�`�^ S.DENNIS, Undersecretary LNot valid without signature_ J Office of Consumer Affairs and Business Regulation 10 Park Plaza- Suite 5170 Boston, Massachusetts 02116 m Home Improvee�tmGontractor Registration _ -- - - Type: Individual Registration: 169552 JEFF BARONY -•- --- .';I�f - Expiration: 07/04/2019 DB/A CUSTOM CRAFTED HOMES t" n, �u� 900 ROUTE 134 SUITE 3-30 S.DENNIS,MA 02660 - }. - Update Address and return card. Mark reason for change. sca, 20nn-0e111 _rl.Address ❑.Renewal n Ernrlcy e A ❑Lost_Card _-... Office of Consumer Affairs&Business Regulation _ HOME IMPROVEMENT CONTRACTOR Registration valid for Individual use only TYPE:Individual before the expiration date. If found return to: stration Expiration Office of Consumer Affairs and Business Regulation i' *69552 07/04/2019 10 Park Plaza-Suite 5170 fT. JEFF BARONI _ ;, „- Boston,MA 02116 DB/A CUSTOM CRAED HOMES FT s.; JEFF BARONI f.-0LL 900 ROUTE 134 SUITE-3=3q; ' S.DENNIS,MA 02660 Undersecretary Not valid without signature The Comoro wealth of Massachusetts Depay n of IndustrialAccidents Office of Investigations 600 1 Vashington Street Boston,MA 02111 .ntass.gov1dia Workers' Compensation Insurance davit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): ` V Address: 3- City/State/Zip:5 Phone#: .5® Are an employer?Check the app opriate box: Type of project(required): . 1. I am a employer with i 4. ❑ I a general contractor and I 6. New construction employees(full and/or part-time).* hav hired the sub-contractors 2.ElI am a sole proprietor or partner- d on the attached sheet. 7. ❑Remodeling ship and have no employees Th a sub-contractors have g• ❑Demolition working for me in any capacity. eral iloyees and have workers' [No workers'comp.insurance cone insurance.: 9 Building addition required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or-additions 3.❑ I am a homeowner doing all work officers have exercised their I.❑Plumbing repairs or additions myself.[No workers' comp. ri of exemption per MGL 12.❑Roof repairs insurance required.]t C. 1 2,§1(4),and we have no ern loyees. [No workers' 13.Q Other . co p.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their worker;'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all ork and then hire outside contractors must submit a new affidavit indicating such. ?Contractors that check this box must attached as additional sheet sho,ving the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide keir workers'comp.policy number. I am an employer that is providing workers'compensa ion insurance for my employees Below is the policy and job site information. Insurance Company Name: Y- Policy#or Self-ins.Lic.#: -3—1 Expiration Date: Job Site Address: City/State/Zip: !n IS Attach a copy of the workers'comp nsation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25 k 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 ell as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day_against the violator. Be advised at a copy of this statement may be forwarded to the Office of *vestigafions of the DIA for insurance coverage verifi 'on. 140 hereby certify under the pains and�enaides of pe ry that the information provided above is true and correct Signature: ate: Phone#: Official use only. Do not write in this area,to be c mpleted by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.Ci` frown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person:--- Phone#• :V? Vtrl kin Otc V Y V-! 'L' r—I %P Z C. i v t .11. Z, ,Vc ICA fil Ti 'cl- i.,Al °.'A tA rot 0-1 1 j "Lq C.0 I%ef nfr " Imin-, fl(,(.i I f'. L '.t ;,I v) vq C. t 4 it- LE wil luq 03 p AcoRb? CERTIFICATE OF MABILITY INSURANCE ' 05M512017 THIS CER7iF�ATf 16$l1ED A> A MATTER OF INFORMATION ONLY AND CONFERS NO RjOH" UPON THE CRATE BOLDER.TM CERTIFICATE DOES NOT A�RMATNELY OR NEGATIVELY ANNEND. EXTEND tIR A!TER THE COVERAGE AFFORDED BY THE ROUdEB BELOW THIS CERW7CATE OF OW)RANCE DOES NOT CONS'ditJTE A CONTRACT 8ETV"N THE IIIWING INSURER(Sh AUTHOR REPRESENTATNB OR PRODUCER,AND THE CERTiFICCATE MXDE* tk1PORTANT: S the Gi 11110,Ito homer to an ADDITIONAL lftURED:pte potaypes)must be andomed. 6 SUBROGATION IS WAIVED.SaWd to the farms and of the policy.rasrtairo poi rW requlre�endoraainerit. A s# nt on this cer0lleate does not eoat�rights to the f :hoklet in aq of audr —Rogersand Processing ROGERS&GRAY INSURANCE AGENCY INC # Me 3-7M I.Ax no .com 434 ROUTE 134 � At�oaos+scavgRara Warta r MOWN SOUTH DENNIS MA 112860 A: TRMVELERB PROPERTY CAS CO OF AM 25974 wsur� '. a�rct:a a HCCC INC DBA CUSTO A CRi 1=U HOMES U. wwNs G. arRo: 800 ROUTE 134 BLDG 3 SUITE40 tt e: SOUTH DENNIS MA 02tiet} COVERAGES CERTIFICATE NUMBER: 15427e REVISION MUM MA THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BE4CW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDIPATM Id9TWITFlSTANDIN43 ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER_DOCUMENT WITH RESPECT TO WHICH THIS CERTIFlCATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE PO L161ta bl'di'liBEB HERON 18 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.U10TS SHOWN MA1*AAVE BEEN REDUCED BY PAID CLAIMS. ww OR ��p�®jY OMSU iANCE POUt:Y '= rarUtS aRcluawfla"WARM EACH CLA1 S MWE El OCR < ° S NIA PePt$0tMIkA0YlNJURy 8 GEWL AGGREGATE LAOT APPLIES PBt GENERALAOCREdAiE S PRO- P tOOLCM-t AGG S POLICY[—I.IECTUM : AUrONOtt BUAW" S s=y IN.tum(Per pawns) a APIY AUTO AALL OVMW UTO A NIA aeoava rrlPer ) S. AM o+an�u p :� hIM AUTOS AUMS = a ExcHSSU" CLAWSMAM MIA AGGREGATE $ ;F a Mf01RStiIMATtOlt, X A EOtP1OYtiR81JABhi1Y YIN EJ-EACHACCMU S 100.Q00 A wA MIA NIA 7R}UB7H81544517 02I24I2017 OW412018 x ei-ol rkw-PAt Y S 1000W tr under � £1.018EAfiE-POLICY t:>MIT' S Stlt?000 NIA A r ,o ........... r tAcr►tr l iACaRO 101 Ad=WW ROMMUi snMhda,malt be GN&GW gums Spam Is reqwr64 ►Narkars'Compemsdon bene%will be paW to it+lassachusetts empbyeas o*.Ptasuant do EndorsemeM WC 20 O3 06 B,no auk is given to pay dairrls for berititits to empbyess in states other than Massachusetts if Irf;kmrred hhes.or has hired those,employees outside of Mossachuseft This cwrdflcxatte of'l ytanc a shows the policy In force the date a date runt thb c:srftats was issued(tmisas tee e*ra8on date on the above policy precedes the issue date of tole ce►lific stuaruw). The at"of tlts ooveraBe'�lan be monitored daffy by accaWng the Proof of Comage-Coverage Verification Search tool at:VA".massy{enii d/1eroTtcers-eorrlpartsaiionfi ; t:ERTiFtCAYE HOLD CANCE ATiON SHOUta MY OF THE ABOVE MSCRfI W POUM BE CAWCEL IM BEFORE THE is MATWN DATE THEIMF, NOTICE WILL BE DEL WMD IN Town Of YarmouthACCORDANiE1MRMTHEPDLICYPROVISMS. 9 Rr"M a Point T AU7ff0M=R5PRENNTA7M 14 South YemtoLith MADaniel M.Crotvby,CPCU.Vice P' nf—Residua met—WCRIBMA .: 01988- 014 ACORD CORPMA►THM- Aid rtglom reserved. ACORD 25(2044101) The ACORD nante and J*p are neglstared marlin of ACORD k X T 3 w a 10 ODD out awn meµ, �R VQ newcup , ME s � F s as 1s a P 3 . sa w r WEN I r. r�k,eAs 9,� p' 10 UNIONF3YE � lC �. �' "W t.,�" u' ONG rct'Rd t.a`4 -x; $ r 'a • ::f ,: dkil IN IN '`.`_ '^:,.".� 1 re I� d � a 1 1� 4 x...� 1 .tea ' -X' r �y. i 4MAN 'i,9' ,. '�'ak't "WIMP as s v xc � - - ., b "'" ,p *sr.*+s''� UPS m s r'u. S,, ce+.e a' 7 18://trra�.gao�te 5�6$4�CT4834� : .�, 9 � 9f1 r k r 4 139 Queen Anne Road Harwich, MA 02645 Office: 774-237-0410 Frontier Energy Solutions, Inc. Web: frontiercapecod.com Certificate of Insulation Work Job-Site Address-__ Crew Members on Site: e,,4 c. Description of Work Location: Square Feet: Material: R-Value: CCo a4l R-Values per inch:Cellulose,loose:3.7,Cellulose,Dense Packed:3.2,Fiberglass:3.0,Poly-iso board:6.5, Closed Cell foam:7 Air Sealing Completed: Attic Access Treated: Blower Door Results: Attic ❑ Pull Down Stairs Pre-Work Test: Basement ❑ Hatches O Living Space ❑ Doors Post-Work ❑ None Test: No Blower Door Test Notes: nxq W,TL e I v T I certify,that the address'isted'above was insulated as described on this certificate, and that all work was performed and installed in accordance with state and local building codes. Jo Foreman Date a. ,. Town of Barnstable �. B _ _ g m .- . . „v r Must be Ke t "` x _ Building .^R ` Post:This Card So,That,-it:as Visible.From.the Street-Approved::Plans Must;be Retained on Job andthis Cad p ''a ..� .a+ � MA58. 5 f +3 .xk r _zA t% a • Posted Until Final Inspection Has Been Made y t' Where a�Certificate,of Occu'pancy,is:Required Isuch;Buildingzsh'aIl�Not be Occupied until a:.Finalrinspection has;been made �e1 it Permit No. B-18-2061 Applicant Name: William McCluskey Approvals Datelssue.d: 07/25/2018 Current Use: Structure Permit Type: Building-Insulation-Residential Expiration Date: 01/25/2019 Foundation: Location: 98 BAY SHORE ROAD, HYANNIS Map/Lot: 325-077 Zoning District: RB Sheathing: Owner on Record: CARSON,THERESA '< Contractor,-Name: WILLIAM 1 MCCLUSKEY Framing: 1 Contractor"'License CSSL-102776 Address: 27 CLINTON AVE 2 .. MAPLEWOOD, NJ 07040n �' Est Protect Cost: $5,000.00 Chimney: F � Y Description: Add R-37 cellulose to the attic.Add R-10 rigid msulafion,to.the Permit Fee: $85.00 crawlspace.Air seal the attic plane and craw space with expanding Insulation: foam. General weatherization. � Fee Paid: $85.00 Final: Date: 7/25/2018 Project Review Req: , Plumbing/Gas Rough Plumbing:Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by.this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved appl cation and the:approved construction documents for which this permit has'been granted. ..y All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by laws and codes. Electrical This permit shall be displayed in a location clearly visible from access street orroad and shall be maintained open fo"rpublic inspection for the entire duration of the work until the completion of the same. r Service: The Certificate of Occupancy will not be issued until all applicable signatu iesbyphe`Building and Fire Officials are provided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: �,�- - 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health � /Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Town of Barnstable uildl g t- vm .... 4 ' a _ MMOM �� rAS Post%ThisACard SoaThat it-issVisible From-the Street-Approved'Plans Must be Retained.on Job and'this Card Must be Kept • "� Posted Until Final Inspection Has Been Made" sue. x , �. 4 a� �� Permit " Where Ce ti�fcaate of OccupaI.cYis Req ed, uch Building shall Not be Occupied u l a`final.lrispection'hri been:made Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT aZ r A s ' Town of Barnstable �EcEiPr MAM 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-18-2061 Date Recieved: 6/27/2018 N V �D Job Location: 98 BAY SHORE ROAD,HYANNIS Permit For: Building-Insulation-Residential 7e• Contractor's Name: WILLIAM J MCCLUSKEY State Lic. No: CS L-10277C r4 Address: West Yarmouth, MA 02673 Applicant Phone: (508) 398-0398 (Home)Owner's Name: CARSON,THERESA Phone: (973)692-5862 (Home)Owner's Address: 27 CLINTON AVE, MAPLEWOOD,NJ 07040 Work Description: Add R-37 cellulose to the attic. Add R-10 rigid insulation to the crawlspace. Air seal the attic plane and crawlspace with expanding foam.General weatherization. Total Value Of Work To Be Performed: $5,000.00 Structure Size: 0.00 0.00 0.00 s Width Depth Total Area - I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the bestof my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: William McCluskey 6/27/2018 (508)398-0398 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees ' Total Project Cost : $5,000.00 Date Paid Amount Paid Check#or CC# Pay Type 1 6/27/2018 i $35.00 XXXX-XXXX-XXXX % Credit Card Total Permit Fee: $85.00 0299 Total Permit Fee Paid: $85.00 6/27/2018 _$50.00 ¥XXXX-XXXX-XXXX Credit Card 0299 i Cape Save Inc. 7-1) Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fag: 508-398-0399 8/22/18 Brian Florence CBO Town of Barnstable -n Building DivisionCD 200 Main St. Hyannis,MA 02601 .. ao RE: Insulation Permit 18-2061 Dear Mr. Florence: This affidavit is to certify that no work was completed at 98 Bay Shore Road,Hyannis. Sincerely, William McCluskey i KEBIN W.LUNOt&ASSOCIATES REAL ESTATE APPRAISERS a CONSULTANTS F $ rRix '.S{.L �...«.i.-r..,. -}--iTiy''i__ =� _'..4 a- K-s-# -} � ., 82 Dolar Davis Road ♦ Centerville, MA. 02632 Office 508-790-4538 ♦ Cell 508-364-4454 Email capeappraiser@comcast.net ♦Web www.capecodappraisals.org Theresa Carson August 16, 2017 98 Bay Shore Rd Hyannis, MA. 02601 Dear Ms. Carson, Per your request, I'm writing following an on-site meeting and inspection at 98 Bay Shore Rd. The purpose of this report is to analyze and reconcile the contributory value of(just)the dwelling in it's current state, using an effective date of July 1, 2017. As the subject lies in a Zone A Flood Zone (Panel 25001 C0569J, dated 07/16/2014), it is it required to provide an analysis of the effect and impact on the overall value, limited to the dwelling itself. The subject is a single-story dwelling with woodframe construction. It has a room count of 7/4/2.5 and heated living area of 1,935 square feet. It was built in 1946 and has a full footprint crawl space. Based on FY17 town records, construction grade is rated average. I have prepared a replicated cost model (see following pages). Using the cost breakdown generated model, the indicated building value is$309,039. If you need additional information, please feel free to contact me. Sincerely, Digitally signed by Kevin W. Lundy . DN: cn=Kevin W. Lundy, o, ou, _,,-ema.1=ca pea ppraiser@comcast.net, c=US ' Date: 2017.08.17 14:28:29 -04'00' Kevin W. Lundy MA. Certified General #2929 COST PROJECTION: 98 BAY SHORE R®, HYANNIS, MA., 02601 Description Material Labor Total Direct Site Work(edit-catin/directisite work) $4,518.00 $298.00 $4,816.00 Sewer,Water Gas(edit-caUn/direct/sewer,water gas) $3,014.00 $765.00 $3,779.00 Septic System(edit-cat/n/directtseptic system) $0.00 $0.00 $0.00 Propane Tanks(edit-cat/n/direct/propane tanks) $0.00 $0.00 $0.00 Building Concrete(edit-cattn/direct/building concrete) $18,036.00 $12,104.00 $30,140.00 Outside Concrete(edit-cat/n/direct/outside concrete) $1,905.00 $3,327.00 $5,232.00 Rough Carpentry(edit-cattn/direct/rough carpentry) $17,779.00 $10,104.00 $27,883.00 Cabinets(edit-cattn/direct/cabinets) $22,901.00 $0.00 $22,901.00 Finish Carpentry(edit-cat/n/direct/finish carpentry) $3,648.00 $3,083.00 $6,731.00 Interior Doors(edit-caUn/direct/interior doors) $2,898.00 $2,449.00 $5,347.00 Exterior Doors(edit-cat/n/direct/extedor doors) $8,478.00 $1,596.00 $10,074.00 Insulation(edit-cat/n/direct/insulation) $7,001.00 $1,451.00 $8,452.00 Exterior Siding(edit-cat/n/direct/extedor siding) $6,528.00 $4,261.00 $10,789.00 Roofing(edit-cet/n/direct/roofing) $6,408.00 $2,217.00 $8,625.00 Hardware(edit-wt/n/direct/hardware) $338.00 $79.00 $417.00 Windows(edit-cat/n/direct/windows) $3,358.00 $799.00 $4,157.00 Drywall(edit-cat/n/direct/drywall) $7,756.00 $10,168.00 $17,924.00 Painting(edit-cal/n/direct/painting) $1,967.00 $4,809.00 $6,776.00 Floor Covering(edit-cet/n/direct/floor covering) $11,497.00 $9,579.00 $21,076.00 Plumbing(edit-catin/direct/plumbing) $5,883.00 $9,118.00 $15,001.00 Tubs,Showers(edit-caUn/direct/tubs,showers) $1,615.00 $999.00 $2,614.00 Bath Acces.&Mirrors(edit-caUn/direct/bath acces.&mirrors) $839.00 $345.00 $1,184.00 Appliances(edit-cet/n/direcUappliances) $17,326.00 $0.00 $17,326.00 HVAC System(edit-cat/n/direct/hvac system) $6,069.00 $3,745.00 $9,814.00 Fireplace(edit-cat/n/direct/fireplace) $7,887.00 $5,554.00 $13,441.00 Electrical(edit-cat/n/directlelectricai) $3,434.00 $3,940.00 $7,374.00 Light Fixtures(edit-cat/n/direct/light fixtures) $2,480.00 $502.00 $2,982.00 Fire Protection(edit-cat/n/direct/fire protection) $0.00 $0.00 $0.00 Add Category to Direct Direct Total $173,563.00 $91,292.00 $264,855.00 Indirect Final Cleanup(edit-cat/n/indirect/final cleanup) $0.00 $1,303.00 $1,303.00 Building Permit(edit-catin/indirecttbuilding permit) $7,229.00 $0.00 $7,229.00 Utility Connection Fees(Sewer,Water Gas)(edit-cat/n/indirect/utility connection fees(sewer,water gas)) $6,565.00 $0.00 $6,565.00 Construction Plans&Specs(edit-cat/n/indirect/construction plans&specs) $2,601.00 $0.00 $2,601.00 Add Category to Indirect Indirect Total $16,395.00 $1,303.00 $17,698.00 Contractor Overhead&Profit Calculated(edit-cat/n/contractor overhead&profit/calculated) $0.00 $26,486.00 $26,486.00 Add Category to Contractor Overhead&Profit Contractor Overhead&Profit Total $0.00 $26,486.00 $26,486.00 j Add Section Total $189,958.00 $119,081.00 $309,039.00 Photograph Addendum Swam Theresa Carson Properly Address 98 Bayshore Rd City Hyannis County Barnstable state MA Zlp Code 02601 LeMerfUent Theresa Carson LenddsAddress 27 Clinton Ave, Maplewood , NJ. 07040 Appraiser Kevin N. Lundy Appra6ees Address 82 Dolar Davis Road, Centerville, MA 02632 iF -44 Front ------------ h P # �H� '���f:!�'1," .�may"• ._ ->- � sec; s •,.f6 u :,,fi""�"` a,' .� �"�.+.^' . Rear tab zj , At a a Typical Interior I � k Additional Plato Page,Form Produced by HomePuted Map/Block/Lot GIS MAPS 325/077/ CARSON,THERESA Property Address Owner Name as of 1/1/16 27 CLINTON AVE 98 BAY SHORE ROAD MAPLEWOOD,NJ.07040 Co-Owner Name Village: Hyannis Town Sewer At Address: Yes GIS Zoning Value: RB • Assessed Values 2017-Map/Block/Lot:325/077/-Use Code: 1010 2017 Appraised Value 2017 Assessed Value Past Comparisons Building Value: $ 113,600 $ 113,600 Year Assessed Value $ 7,200 $ 7,200 201.E-$ 1.,1.75,800 Extra Features: 2015-$ 1,134,800 $0 $0 2014-$ 1,134,800 Outbuildings: 2013-$ 1,174,900 2012-$ 1,1.34,800 $ 1,031,400 $ 1,031,400 2011 -$ 1,147,400 Land Value: 2010-$ 1,147,300 2009-$997,100. 2017 Totals $1,152,200 $ 1,152,200 2008-$ 1,055,800 2007-$ 1,055,800 • Tax Information 2017-Map/Block/Lot:325/077/-Use Code: 1010 Taxes Hyannis FD Tax(Residential) $2,822.89 Community Preservation Act Tax $ 329.76 Town Tax(Residential) $ 10,991.99 Fiscal Year 2017 TAX RATES HERE $ 14,144.64 • Sales History-Map/Block/Lot:325/077/-Use Code: 1010 History: Owner: Sale Date Book/Page: Sale Price: CARSON,THERESA 2016-09-22 C210759 $1200000 GOODMAN,NORMA B TR 2005-11-27 #D1304180 $0 GOODMAN,ELLIOT R&NORMA B TRS 2001-12-28 C163845 $1 GOODMAN,ELLIOT R 1950-09-07 C12039 $0 • Photos 325/077/-Use Code: 1010 .i .477 n.,z f • Sketches-Map/Block/Lot:325/077/-Use Code:1010 rST )' 2 11P' }.. s .L-1 AsBuilt Card N/A • Constructions Details-Map/Block/Lot:325 J 077/-Use Code: 1010 Building Details Land Building value $ 113,600 Bedrooms 4 Bedrooms USE CODE 1010 Replacement Cost $180,303 Bathrooms 2 Full-l. Half Lot Size(Acres) 0.22 Model Residential Total Rooms 7 Rooms Appraised Value$ 1,031,400 Style Ranch Heat Fuel Gas Assessed Value $ 1,031,400 Grade Average Heat Type Hot Air Year Built 1946 AC Type None Effective 37 Interior Floors Vinyl/AsphaltCarpet depreciation Stories 1 Story Interior Walls Knotty Pine Living Area sq/ft 1,935 Exterior Walls Wood Shingle Gross Area sq/ft 2,208 Roof Gable/Hip Structure Roof Cover Asph/F GIs/Cmp • Outbuildings&Extra Features-Map/Block/Lot:325/077/-Use Code: 1010 Code Description Units/SQ ft Appraised Value Assessed Value UST Utility Storage- 150 $900 $900 attached FPL1 Fireplace 1 story 1 $2,800 $2,800 FOP Open Porch-roof- 123 $3,500 $3,500 ceiling • Sketch Legend Property Sketch Legend B2N Barn-any 2nd story area FPC Open Porch Concrete Floor REF Reference Only BAS First Floor,Living Area FTS Third Story Living Area(Finished) SOL Solarium BMT Basement Area(Unfinished) FUS Second Story Living Area(Finished) SPE Pool Enclosure BRN Barn GAR Garage TQS Three Quarters Story(Finished) CAN Canopy GAZ Gazebo UAT Attic Area(Unfinished) CLP Loading Platform GRN Greenhouse UHS Half Story(Unfinished) FAT Attic Area(Finished) GXT Garage Extension Front UST Utility Area(Unfinished) FCP Carport KEN Kennel UTQ Three Quarters Story(Unfinished) FEP Enclosed Porch MZ1 Mezzanine,Unfinished UUA Unfinished Utility Attic 98 Bay Shore Road Barnstable MA 02630 ate' At y 4 O i Tv # ri s Y .tl•� ,F 4 3 f , -0 a � S JECT 7 y � 17, 44 vo px e rY 2 � } � "4SA j 3.. d �. y a .rr' ,� to R a r'9 r. r r� 1• d � r. k PLAT MAP DISCLAIMER: Maps, including property and street lines, as well as building locations,was not made from an instrument survey. Locations and distances should not be used for the conveyance of property nor for determining street and property line setbacks. wall p ; i I • � � ' �� � N� *k�i� wr >�,�E.°7�� ill. . r s F s i $ a A • • F - f SUR, ECT. - ,Y law 96 YW x � i 7 gY.' f �# �:MSS" � �r� ® � '¢t-:•f n a , A ># i .t �, �a M�ppg q `.�✓ � � ; x : l 1 • • • • - • • • • • • • • • ••- • • •- • • • ••- - •, 98 Bay Shore Road Barnstable MA 02630 � R * jSUBJECT Shade Definition Zone A:An area inundated by 100-year flooding Zone AE:An area inundated by 100-year flooding FLOOD MAP Zone AH:An area inundated by 100-year flooding Zone AO:An area inundated by 100-year flooding Zone VE:An area inundated by 100-year flooding - :t Zone X:An area that is determined to be outside the 100 and 500-year floodplains DISCLAIMER: Maps, including property and street lines,as well as building locations,was not made from an instrument survey. Locations and distances should not be used for the conveyance of property nor for determining street and property line setbacks. +: r i o! ! � A xMoll w } ki �J o W j ° 4 � i .. r v x, k , . 3328 _ PHOENIX ARCHITECTS s PaOEM AWMT&-M v STORAG - WAKOT" MASSACHUSE199 a (781) 246-09W 12 PETER 1. SAND01M ALA— PMC1PAL s NOTE: PORCH \ VERTO BE IFIED3eION CHECKED. FIELD 8 z CHANGES AND OMISSIONS TO CONTRACTOR TO REPORT ARCHITECT. I I - . I I J I I ITCH I ins a a ion I %';c J L I INFORMAL DINING I I11�p'IIyh�I�^/\\/I1 m H El0 S -e EXIISTING CONDITIONS REMAIN II _ • �.... 1 BE R00 BE ROOM '2'� •+ d j • ' ',e�S * 1. � V,,DRESSING 1 IIII 43 OOMR 2 LAV BUNK RM � - No. ReNslon/Isaue Date r f- � d 1 DR ' BE CARBON RESIDENCE P-�', ®-SEQ FIRST FLOOR PLAN SCALE: 1 4 = 1'-0' 98 BAY SHORE ROAD HYANNIS, MA PHOENIX ARCHITECTS 1/4" = l'-O" _ . NOTE: AREA OF PROPOSED WORK. PHOENIX 1.) NEW KITCHEN CABINETS ARCHITECTS 2.)REMOVE AND REPLACE WALLS /CEILING KITCHEN DINING 3.) INFILL AND REPLACED WINDOWS WITH GYPSUM BAORD MOM=MCE=TS WAEMF= j xASSAeCM CODE 4.) REMOVE AND REFRAME WINDS IN KIT. sroRAGE $ 5.)NEW SLIDER — NEW WINDOW AT UTILITY IPEM L SANDORBE, ALA— PRINCIPAL A 6.) PIUMBING UPDATES 7.) NEW LAUNDRY CLOSET 8.)SHINGLE REPAIR AT EXTERIOR NOTE: 9.) TRIM REPAIR AT EXTERIOR. ALL DIMENSION TO BE FIELD 9.) NEW FLOORING. ONTRAACTORRIFIED & OTO REPORT CHANGES AND OMISSIONS TO BATHROOM PORCH ARCHITECT. ZsHow\ n YtEF. r/ J r— KITCHEN nss a Eion I I pip I ©I©I O ORMA DINING I I I EXIISTING CONDITIONS REMAIN N E OF � . I 0 BED 00 1 EDR C � 3 II 2 ❑DRESSING II + 40 i ROOM II II No. Revision/Issue Date � I , LAB, BUNK RM #5 j I � DR M � B _ ne�ew�maims .. CARSON RESIDENCE 98 BAY SHORE ROAD PROPOSED FIRST FLOOR PLAN HYANNIS, MA SCALE: 1 4' = 1—0' st" 9 18.17 2 PHOENIX ARCHITECTS 1/4" t PHOENIX ARCHITECTS PHOENIX AWH=TS TTAS6P119M MASSACEMSLT 9 (781) 246-09N PEM L SANDORM ALA— PMCIPAL NOTE: ALL DIMENSION TO BE FIELD VERIFIED & CHECKED. CONTRACTOR TO REPORT CHANGES AND OMISSIONS TO ARCHITECT. I -------- ---------------------- --------- ------ ---------------- I FlaOR swi — — — ------------- ' w 68 F06T Fawn PROPOSED REAR ELEVATION N ELo OF 04 4 3 ———————————————— ———————————————————————— —------------------ Y r 1 FL3632]- 1 FOW FLOOR Srs- ------------- --- --- --- --- — ------ -- — No. Redelon/lesue Date `—TW264 TN1254 • FRST FlaeR PROPOSED FRONT ELEVATION Fftj " m°Af— CARSON RESIDENCE 98 BAY SHORE ROAD HYANNIS, MA ) 9 18.17 3 PHOENIX ARCHITECTS /a" = l'—o" i I ` PHOENIX j ARCHITECTS PROEM MXMTWM RAHEFDRD MASSACHUSEI'IS (781) 246-0988 PETER L SANDOBSZ A.LA— PRINCIPAL NOTE: ALL DIMENSION TO BE FIELD VERIFIED do CHECKED. CONTRACTOR TO REPORT CHANGES AND OMISSIONS TO ARCHITECT. ® F13 F131 Ell] ®® I 1w2�4rTw2s42 PROPOSED RIGHT ELEVATION k ,t c g N 6 Elo � OF MPSS' 4 4 FWST fID. t_ -- -------------- — --- -- -------- ------- —i— T776-3 ---- ----------------- ————————— J FWST FLOOR SA91 -- -------------- --- --- -- — -------'T -- I�------ ------- ---- ---------- 2 T 2632TW2632 LTW26#1 I M63 ]J No. RedslmAssue Date a- TW263------------------ ---------- ' ,w PROPOSED LEFT ELEVATION CARSON RESIDENCE 98 BAY SHORE ROAD HYANNIS, MA a. 1 918.17 4 PHOENIX ARCHITECTS 1/4" = l'-o" GENERAL FOUNTJATICNS (cont.) STRUCTURAL TIMBER CONSTRUCTION (cont.) ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION BACKFILL UNDER ANY PORTION OF THE BUILDING^SHALL BE COMPACTED IN 6" RAFTERS AND JOISTS OVER 8'-0" SHALL BE SUPPORTED ON METAL HANGERS. OF THE COMMONWEALTH OF MASSACHUSETTS BUILDING CODE (780CMR) AND LIFTS. THE CONTRACT DOCUMENTS. IN CASE OF A CONFLICT, THE MOST STRINGENT SILLS SHALL BE 2x4 OR 2x6. THEY SHALL BE ANCHORED WITH 1/2" REQUIREMENT SHALL GOVERN. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER DIAMETER BY 12" LONG ANCHOR BOLTS SPACED NOT MORE THAN 4'-0" O.C. THE CONTRACTOR MUST HAVE THE EXPERTISE TO EXECUTE ALL WORK SUPPORTED MEMBERS. AND AT EACH CORNER. PROVIDE 2" DIA. WASHERS UNDER EACH NUT. INDICATED ON THE DRAWINGS OR SHALL HIRE QUALIFIED HELP. BACKFILL NO EXTERIOR WALLS UNTIL PERMANENT LATERAL STRUCTURAL USE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS. PHOENIX SUPPORT SYSTEM IS IN PLACE AND OF FULL STRENGTH. THE CONTRACTOR SHALL VERIFY AND COORDINATE DIMENSIONS RELATED TO i BEARING WALLS WILL BE 2x4 AT 16" O.C., UNLESS OTHERWISE NOTED. THIS PROJECT. BACKFILLING SHALL BE DONE SIMULTANEOUSLY ON,BOTH SIDES OF THE THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, PLUMBING ARCHITECT S BUILDING IN ORDER TO MINIMIZE UNBALANCED EARTH PRESSURES. BEARING PARTITIONS AND OUTSIDE STUD WALLS SHALL BE BRIDGED ONCE IN_ AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATION AND DIMENSIONS THEIR STORY HEIGHT OR AT LEAST EVERY 6'-0". OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, CONCRETE PHOENIX ARCEnFM DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS. PLYWOOD SHALL BE NAILED WITH 8d COMMON OR 6d THREADED NAILS. WAIIEFIELD MASSACHUSETTS AT ALL BEARING C 6" O. . . (781) 246-0988 CONCRETE WORK SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR NAILS SHALL BE I ALL REQUESTS FOR CHANGES FROM THE CLIENT, THE CONTRACTORS, ETC., OR REINFORCED CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL ANY OTHER PARTY MUST BE MADE IN WRITING TO THE STRUCTURAL ENGINEER CONCRETE FOR BUILDINGS (ACI 301). STUDS SHALL BE NAILED TO THE SOLE PLATE WITH (3)10d OR (4) 8d TOE OR ANY OTHER CHANGES TO DRAWINGS MADE ON THE SITE MUST BE NAILS. PETER L SANDORSF: AL9— F'RD ap- FOLLOWED UP IN WRITING TO THE STRUCTURAL ENGINEER. CONCRETE SHALL HAVE A 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. WHERE STRUCTURAL SHEATHING OVERLAPS SOLE PLATE NAIL SHEATHING TO THE USE OF EXPLOSIVES IS NOT PERMITTED WITHOUT THE WRITTEN SOLE PLATE AT 8" MAX. O.C. NOTE: PERMISSION OF THE STRUCTURAL ENGINEER. CONCRETE TO BE EXPOSED TO THE WEATHER IN THE FINISHED PROJECT SHALL HAVE 6% ENTRAINED AIR. DOUBLE JOIST AT EACH SIDE OF FLOOR OPENINGS UP TO 2'-0" THE CONTRACTOR SHALL NOTIFY THE ARCHITECT WHEN, IN THE COURSE OF ALL DIMENSION TO BE FIELD CONSTRUCTION OR DEMOLITION, CONDITIONS ARE UNCOVERED WHICH ARE LARGER OPENINGS SHALL BE CALLED TO THE ATTENTION OF THE STRUCTURAL VERIFIED & CHECKED. UNANTICIPATED OR OTHERWISE APPEAR TO PRESENT A DANGEROUS CONDITION. EXERCISE CARE WHEN FIELD APPLYING FORM RELEASE AGENTS TO PREVENT ENGINEER. CONTRACTOR TO REPORT COATING ADJACENT CONSTRUCTION JOINT SURFACES OR REINFORCING STEEL. CHANGES AND OMISSIONS TO ARCHITECT. WHERE NEW WORK WILL BE ADJACENT TO OR FRAMING EXISTING ALL KEYS SHALL BE 2"x 4" (NOMINAL) UNLESS OTHERWISE NOTED. DOUBLE STUDS SHALL BE USED AT ALL WALL OPENING. CONSTRUCTION, VERIFY DIMENSIONS OF EXISTING CONSTRUCTION, PRIOR TO FABRICATION OF NEW MEMBERS. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN OR PASS THROUGH HEADER SHALL BE SUPPORTED ON JAMB STUD AND BE SIZED TO SUPPORT PROVIDE ALL LABOR AND MATERIAL FOR ANY FRAMING REQUIRED TO CONNECT CONCRETE. LOAD IMPOSED. NEW FRAMING TO EXISTING CONSTRUCTION. WHEREVER IT IS NECESSARY TO JAMB STUD SHALL EXTEND IN ONE PIECE FROM HEADER TO SOLE PLATE. REMOVE EXISTING CONSTRUCTION IN ORDER TO CONSTRUCT NEW WORK, THE REINFORCEMENT AFFECTED AREA SHALL BE PATCHED AND REBUILT TO MATCH EXISTING ALL STUDS TO BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. ADJACENT WORK TO SATISFACTION OF THE ARCHITECT. DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS OTHERWISE NOTED, SHALL CONFORM TO ACI "BUILDING CODE REQUIREMENTS SOLE PLATES SHALL BE NAILED TO SUB—FLOOR AND JOISTS WITH 16d NAILS STRUCTURAL ALTERATION SHALL BE PRECEDED BY ADEQUATE SHORING AND FOR REINFORCED CONCRETE (ACI 318)" AND ACI "MANUAL OF STANDARD AT EACH JOIST. BRACING. PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315)... TOP PLATES FOR BEARING PARTITIONS SHALL BE TWO 2x4'S OR A SCREW—TYPE SHORING POSTS SHALL BE PROVIDED FOR EXISTING WORK CONTINUOUS HEADER. PLATE MEMBERS OF PRINCIPAL PARTITIONS SHALL BE �yi DURING THE REMOVAL OF EXISTING BEARING WALLS AND STRUCTURAL STEEL REINFORCEMENT UNLESS OTHERWISE SHOWN SHALL CONFORM TO ASTM LAPPED OR ANCHORED TO EXTERIOR WALL FRAMING. SPLICES IN LOWER � MEMBERS AND THE INSTALLATION OF NEW STRUCTURAL WORK. 615 GRADE 60. MEMBER OF TOP PLATE SHALL OCCUR OVER STUDS. NAIL PLATES TO STUDS TEMPORARY SHORES SHALL BE PLACED AS CLOSE AS PRACTICABLE TO THE THE CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE IN WITH TWO 16d NAILS 24" O.C. " ACCORDANCE WITH THE LATEST ACI BUILDING CODE BUT SHALL NOT BE LESS LSP EXISTING STRUCTURAL WORK BEING REMOVED. TOP PLATES FOR NON—BEARING PARTITIONS MAY BE SINGLE AND WILL SPLICE oFr�s THAN ONE INCH. AT STUD CENTERLINES ONLY. NAIL PLATE TO STUD WITH 16d NAILS. WHEN HEADERS SHALL BE PLACED ACROSS TOP OF SHORING POSTS AND SHALL BE SNUG TIGHT AGAINST UNDERSIDE OF STRUCTURE,ABOVE. WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN TOP PLATE IS PARALLEL TO CEILING OR FLOOR FRAMING, INSTALL 2x4 ACROSS CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR BLOCKING NOT MORE THAT 4" O.C. SHORING SHALL BEAR ON SLEEPERS TO PREVENT DAMAGE TO THE STRUCTURE HOOKED AT DISCONTINUOUS ENDS. LAPS SHALL BE NOT LESS THAN 36 BAR BELOW. DIAMETERS UNLESS NOTED. GENERALLY, LAP TOP BARS AT MID—SPAN AND WHEN TOP PLATES ARE CUT FOR PIPING OR DUCTWORK, REINFORCE WITH BOTTOM BARS AT SUPPORTS. STEEL STRAPS. TEMPORARY SHORES SHALL BE INDIVIDUALLY DESIGNED, ERECTED, SUPPORTED, WHERE BEAMS AND GIRDERS OF NOMINAL 2" MEMBERS ARE SHOWN NAIL WITH BRACED AND MAINTAINED BY THE CONTRACTOR TO SAFELY SUPPORT ALL DEAD WHERE REINFORCEMENT IS CALLED FOR IN SECTION, REINFORCEMENT IS LOADS PRESENTLY CARRIED BY THE EXISTING STRUCTURAL WORK BEING CONSIDERED TYPICAL WHEREVER THE SECTION APPLIES. TWO ROWS OF 16D NAILS SPACED NOT MORE THAT 24" O.C. REMOVED AND ANY CONSTRUCTION LIVE LOADS. REINFORCEMENT COUPLER SPLICES SHALL BE MECHANICAL DEVICES CAPABLE ALL BEAMS MUST SPLICE ONLY OVER SUPPORTS UNLESS SPECIFICALLY NEW STRUCTURAL FRAMING SHALL BE COMPLETELY INSTALLED BEFORE OF TRANSMITTING THE ULTIMATE TENSILE AND COMPRESSIVE STRENGTH OF THE INSTRUCTED OTHERWISE BY STRUCTURAL ENGINEER. REMOVING ANY SHORES. BAR. FLOOR AND ROOF PLYWOOD WILL BE 5/8" THICK INSTALLED WITH GRAIN OF SHORES SHALL BE RELEASED GRADUALLY AND LEFT LOOSELY IN PLACE FOR INSTALLATION OF REINFORCEMENT SHALL BE COMPLETED AT LEAST 24 HOURS OUTER PLIES AT RIGHT ANGLES TO JOISTS AND BE STAGGERED SO THAT END AT LEAST 2 DAYS TO ALLOW FOR STRUCTURAL SHAKE OUT. PRIOR TO SCHEDULED CONCRETE PLACEMENT. NOTIFY THE ARCHITECT OR HIS JOINTS IN ADJACENT PANELS OCCUR OVER DIFFERENT JOISTS OR RAFTERS. DESIGNATE OF COMPLETION AT LEAST 24 HOURS PRIOR TO SCHEDULED COMPLETION OF PLACEMENT OF CONCRETE. i PANEL EDGES SHOULD BE TONGUE—AND—GROOVE OR SUPPORTED BY 2 FOUNDATIONS LUMBER BLOCKING BETWEEN JOISTS. STAGGER PANEL ENDS DIRECTLY OVER FOOTINGS SHALL BE FOUNDED ON UNDISTURBED MATERIAL HAVING A MINIMUM STRUCTURAL TIMBER CONSTRUCTION FRAMING AND SPACE 1/16". 4 BEARING CAPACITY OF 2 TONS PER SQUARE FOOT OR ON GRAVEL FILL, SELECTED AND COMPACTED TO 95% OF ITS MAXIMUM PROCTOR DRY DENSITY TIMBER CONSTRUCTION SHALL CONFORM TO PART II "DESIGN SPECIFICATIONS" 3 IN 6" LIFTS. AS PUBLISHED IN THE 'TIMBER CONSTRUCTION MANUAL" (AITC) AND TO "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS), AMENDED 2 EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR TO DATE. GRADE TO A MINIMUM DEPTH OF 4 FEET UNLESS OTHERWISE NOTED. TIMBER CONSTRUCTION SHALL CONFORM TO ARTICLE 21, "BUILDING CODE No. Revision/Issue Date FOOTING EXCAVATIONS ARE TO BE FINISHED WITH A SMOOTH BUCKET OR BY PROVISIONS FOR ONE AND TWO FAMILY DWELLINGS OF THE COMMONWEALTH HAND. OF MASSACHUSETTS STATE BUILDING CODE. 1 NO EXCAVATION ADJACENT TO EXISTING FOUNDATION WILL ENCROACH A NEW TIMBER SHALL HAVE A 1100 PSI ALLOWABLE BENDING STRESS. THE PYRAMID STARTING AT THE PERIMETER OF THE EXISTING FOOTING WITH SLOPES MODULUS OF ELASTICITY SHALL BE A MINIMUM OF 1,400,000 PSI. OF ONE VERTICAL TO TWO HORIZONTAL UNLESS OTHERWISE NOTED. LAMINATED VENEER LUMBER BEAMS SHALL HAVE A MINIMUM ALLOWABLE NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN BENDING STRESS OF 2800 PSI AND A MINIMUM MODULUS OF ELASTICITY OF GROUND. 2,000,000 PSI I v MAKE NO EXCAVATIONS TO THE FULL DEPTH INDICATED WHEN FREEZING NEW TIMBER FOR STRUCTURAL USE SHALL HAVE AiMOISTURE CONTENT OF TEMPERATURE MAY BE EXPECTED, UNLESS THE FOUNDATIONS OR SLABS CAN 15%. BE PLACED IMMEDIATELY AFTER THE EXCAVATION HAS BEEN COMPLETED. A0°`� PROTECT THE BOTTOM SO EXCAVATED FROM FROST IF PLACING OF CONCRETE TIMBER SHALL BE SO HANDLED AND COVERED AS TO PREVENT MARRING, AND CARSON RESIDENCE IS DELAYED. SHOULD PROTECTION FAIL, REMOVE FROZEN MATERIALS AND MOISTURE ABSORPTION FROM SNOW OR RAIN. REPLACE WITH CONCRETE OR GRAVEL FILL, AS DIRECTED, AT NO COST TO THE T OWNER. JOIST CONSTRUCTION SPANNING OVER 8' MUST HAVE CROSS BRIDGING AT NO MORE THAN 8' O.C. � 98 BAY SHORE ROAD FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS HYANNIS, MA COMPLETED. NO JOIST SHALL BE NOTCHED OR DRILLED WITH HOLES WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER. 0.4 ems. ens NO JOIST SHALL BE REPAIRED OR REINFORCED IN ANY WAY WITHOUT THE 1 r SPECIFIC APPROVAL OF THE ENGINEER. °Ob I 9.18.17 J sm. { PHOENIX ARCHITECTS 1/4 1'-0" 17 / 7Zr7 "co PHOENIX ARCHITECTS PHOENIX ARCHITECTS . wAHEFffiD 1[A93AC1iU9ERT9 . - (781) 248-0988 PEPER L SMDOM ALA.— PRINCIPL. ��. SMOKE DETECTORS REVIEWED e�N� NOTE: UTILITY ROOM PORCH /J ' ALL DIMENSION TO BE FIELD T ILDING DEPT. DATE 4 - VERIFIED h CHECKED. O�® - - CONTRACTOR TO REPORT • ��� �G — _ - rCHANGES ARCH ITECTAND OMISSIONS TO v t7-0'3 FIRE DEPARTMENT DATE W BOTH SIGNATURES ARE REQUIRED FOR PERMITTING �O r " I : KITCHEN a "LOF BREAK. ROOM LIV. ROOM ' . • N A ELD, ' STUDY Of BATH CCO NHS FAMILY ROOM MASTER -JLl BEDROOM L3 p UB M IIIIL BEDROOM DROOM . 1III��6IIL =—qnn1 BE_DR_O OM—3—. W I DRESSINGiIItII 4ROOM I II II 3 BEDROOM 2. BEDROOM 4. No. Redslon/lssue Date _ o —11 rq4I k ' Relet Nam ab AJar• EXISTING FIRST FLOOR PLAN a CARSON RESIDENCE SCALE: 1 4 = 1—0 98 BAY SHORE ROAD HYANNIS, MA PHOENIX ARCHITECTS 1/4" = l'—O" s SMOKE DETECTORS HARD .WIRED © CO DETECTORS T y PHOEN•1X. R ARCHITECTS PHOENIX ARCHITECTS - RAKMP= MASSACHUSLTM ' • - (781) 248-0988 STORAGE PETER L SANDORM A.LA— PUNCIPAL ., ' NOTE: ALL DIMENSION TO BE FIELD 01 ' - - .VERIFIED & CHECKED. -c.. CONTRACTOR�TO REPORT U®r � M " « _ .- ..CHANGES D'OMISSIONS TO KITCHEN ' I _ INF. DINING ® • ' [RQOO FP. Is fit 2 t - I _�x ❑� TV. ROOM m REPLACEMENT � v �_�_� OFM� ` LIVING ROOM a w • S ru sNo � 3 BEDROOM 1 BEDROOM 2 z BATHROOM ® z BUNK ROOM BEDROOM 5 Na. Revielon/Isme Date LAVJ BEDROOM 3 BEDROOM 4 - 1 �.. REPLACEMENT + - REPLACEMENT- REPL CEMENT REPLACEMENT CARSON RESIDENCE PROPOSED. FIRST FLOOR PLAN SCALE: t a = t—0 98 BAY SHORE ROAD } HYANNIS, MA (T-L - • .. - os wee. aw 7 2.17soft 2 - PHOENIX ARCHITECTS PHOENIX ARCHITECTS PHO=MCF1TfECTs WAXII0111I.D MASSACEUSIM 15 (val) 2,w—oeea - MATCH EXISTING ROOF PEfE[i L 9ANDOA3$ ALA- PRlliCIPAL HOT AIR HTR. IN PITCH-APPROX. 8'. ' ` EXISTING ATTIC VENTED THRU ,IX`� -EXISTING CHIMNEY. , a OVERHEAD DUCTS -� ' NOTE: e ALL DIMENSION TO BE FIELD ' VERIFIED & CHECKED. I - I CONTRACTOR TO REPORT c I I - CHANGES AND OMISSIONS TO ' .. I I DOOR DETAIL BY ARCHITECTLIHH . RAY SPRINKLER - - _ ■ ED W.C. SHIN _ - I EXISTING FRONT ELEVATION t N EM OF �� — i — —————— �FW�4I F10012� . ti 64 TW2G4 ---vvi -Y052 F1Wti652fiW2t052 LfW264YTW2842 TYV264 z 31 _ I _ - No. Revision/Issue Date - .- ---—coat_ PROPOSED FRONT ELEVATION . t t CARSON RESIDENCE - 98 BAY SHORE ROAD' HYANNIS, MA a.r - 7 2.17 3 PHOENIX ARCHITECTS 1/4" = 1'-0" f z PHOENIX ARCHITECTS PHOEM ARCMECTS - WAIOWIEID MASSACSUSEPfS (781) 246-0988 PETER L SANDOF= A.LA— P=CWAL NOTE. ALL DIMENSION TO BE FIELD VERIFIED & CHECKED. . - CONTRACTOR TO REPORT i - MATCH EXISTING ROOF - - CHANGES AND OMISSIONS TO • N0i AIR HTI2. IN PITCH-APPROX. 6�. .•. _ ARCHITECT. EXISTING -:ATTIC VENTED THRU - ��'. £XISTIN .. - < EXISTING CHIMNEY: ��\ - - {WERHEAD DUCTS . `` - - I, • iFmEE I- I DOOR DETAILBY '. RAY SPRINKLER I I EXISTING REAR. ELEVATION 1 r " . - - OFM _ ' I .Z No.. "ReNslon/Issue Date -------- ---------------------- -- ---- ------- ----------------- FWST FIDpt 5\91 _ — — ————————————— TW3052 TW3052 MOT NLGD16 -4* TW21057TW21052TW2105 �� I 31 FMS`—F"°"— +. 11 ----------- CARSON RESIDENCE --- PROPOSED REAR ELEVATION 98 BAY SHORE ROAD ' HYANNIS, MA 7.2.17 4 PHOENIX ARCHITECTS 1/4" = ,'-O" PHOENIX ARCHITECTS PHOEt a SSAC ECPs wARKEUM 11AssecxlTs>±r1's (781) 246-0988 :SPHALT SHINGLES• PMZR L SARDORSR, ALA— PRINCIPAL NOTE: ALL DIMENSION TO BE FIELD VERIFIED & CHECKED. . CONTRACTOR TO REPORT ® - CHANGES AND OMISSIONS TO ARCHITECT. . .C. SHINGLES . " LEFT ELEVATION ONE s • - N EID. . - - OF%A • t - - _ 3 , - 2 FOW FLOOR SASM -- --- ------- ------ --------------------------- --------- _ -- -=------------ --- --- - - --=---=13 ------ --- ------- ---- ---------- ———— ———————L[—— — 32 No. Redsion/Issue Date Tg12632TW2632 ��2632� 6 63 M6 ---- ---------- F 7 ,. .. ! jL, _ - . _ vm►a Fan.ma,Las.. CARSON ,RESIDENCE r PROPOSED LEFT ELEVATION 98 BAY SHORE ROAD HYANNIS, MA .7.2.17 5 PHOENIX ARCHITECTS 1/4" = 1'-0" PHOENIX ARCHITECTS • Pxo�rra ascxix>;x�s TS•AEEFffiD ntessACraosL�'s 77 (�ei) zae—oeee . PETER L SANDOR.SE, ALA—.PRINCIPAL NOTE: ALL DIMENSION TO BE FIELD - _ VERIFIED & CHECKED. - - CONTRACTOR 70 REPORT CHANGES AND OMISSIONS TO ® ® ® :TEE ARCHITECT. ❑ ®� : - : ® :V.BD.D :SHf G: _ • ® ® �® ® � No. Redelon/Issue Date B3 DILI LQ6-.' Mf2U32 TW203 TW2632 TW2632 TW26- PELP r PROPOSED RIGHT ELEVATION a - - neAee ran.ma nano CARSON RESIDENCE 98 BAY SHORE ROAD HYANNIS, MA 7. 6 7.2.I7 PHOENIX ARCHITECTS FAXE ' 12 e mo erma. 12 e PHOENIX ano rteFrea � • � ARCHI-TEC.TS Lq Pxo�nc Axes MMKL IETF am au. Fp ym raF am WILL wAta aessAcaysLs " •o (yet) z4e-oeee ————— m b PETER L SANDORSE, ALA— PRINCIPAL ,. HEADERS: own Aw 2 5.5" LVL WITH NOTE: DOUBLE JACK STUDS AND SINGLE KING — � ALL DIMENSION TO BE FIELD CONTRACTOR TO REPORT STUD U.N.O. \ O F761MCFOFAM=RB Ng F]6dGFOUDAT1D111BIN6 VERIFIED do CHECKED. \ CHANGES AND OMISSIONS TO - sH wER wD ARCHITECT. PROPOSED SECTION AT HEADER PROPOSED SECTION AT HEADER x` SCALE: 1 4' = 1—0 SCALE: 1 4 = 1—0 ( 2X10 RAFTERS AT 16"O.C. 2%8 GETTING d015T BELOW ACT AS REs L— 16'-7" - - e'v ©© IN A E D, 3(9.25•lv)with d.ibla lack andlein le king Q K.E OFMM"P3.•'% .25" L ST REPLACEMENT OVIIi AWE • E w BEDROOM T 2 $ � F NOTE 0 FOUNDATION EXIST UNDER POST PRO 2'X 2'X 12•DEEP FFG. - HELDER I I I 1 2 4 .. 3(7.25•MQ withoue joc d dblk a ingle king MOTE:1.NO FOUNDATION EXIST UNDER POS PROMDE 2'X 2'%12•DEEP FTG. 3 - 2 No. R.A.Ion/Issue Date. BEDROOM 3 s , REPIACETAENT REPLACEMENT• - - REPLACEMENT 4 . • P1oJMR ak A� PROPOSED ROOF FRAMING PLAN r CARSON RESIDENCE SCALE: 7 4' = 1—0 ' 98 BAY SHORE ROAD HYANNIS, MA Ow sma 7.2.17 7 PHOENIX ARCHITECTS 1/4" = l'-o" GENERAL. FOUNDATIONS (cont.) STRUCTURAL TIMBER CONSTRUCTION (cont.) ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION •-BACKFILL UNDER ANY PORTION OF THE BUILDING SHALL BE COMPACTED IN 6" RAFTERS AND J01STS OVER 8'-0" SHALL BE SUPPORTED,ON METAL HANGERS. OF THE COMMONWEALTH OF MASSACHUSETTS BUILDING CODE (780CMR) AND LIFTS. A . THE CONTRACT DOCUMENTS. IN CASE OF A CONFLICT, THE MOST STRINGENT SILLS SHALL BE 2x4 OR 2x6. THEY SHALL BE ANCHORED WITH 1/2" REQUIREMENT SHALL GOVERN. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED UNDER DIAMETER BY 12" LONG ANCHOR BOLTS SPACED NOT MORE THAN 4'-0"'O.C., SUPPORTED MEMBERS. AND AT EACH CORNER. PROVIDE 2 DIA. WASHERS UNDER EACH NUT. THE CONTRACTOR MUST HAVE THE EXPERTISE TO EXECUTE ALL WORK INDICATED ON THE DRAWINGS OR SHALL HIRE QUALIFIED HELP. BACKFILL NO EXTERIOR WALLS UNTIL PERMANENT LATERAL STRUCTURAL USE.DOUBLE JOISTS UNDER ALL .PARALLEL PARTITIONS:+ O I,j` v SUPPORT SYSTEM IS IN PLACE AND OF FULL STRENGTH. THE CONTRACTOR SHALL.VERIFY AND-COORDINATE DIMENSIONS RELATED TO BEARING WALLS WILL BE 2x4 AT 16" O.C., UNLESS OTHERWISE NOTED. THIS PROJECT. BACKFILLING SHALL BE DONE SIMULTANEOUSLY ON BOTH SIDES OF THE A R CHI T E C TTS BUILDING IN ORDER TO-MINIMIZE UNBALANCED EARTH PRESSURES. BEARING PARTITIONS AND OUTSIDE STUD WALLS SHALL+BE BRIDGED ONCE IN THE CONTRACTOR SHALL EXAMINE THE ARCHITECTURAL, MECHANICAL, PLUMBING THEIR STORY HEIGHT OR AT LEAST EVERY 6'-0". AND ELECTRICAL DRAWINGS FOR VERIFICATION OF LOCATION AND DIMENSIONS 'OF CHASES, INSERTS, OPENINGS, SLEEVES, WASHES, DRIPS, REVEALS, CONCRETE PHOENIX ARCHME(Pl'3 DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS. PLYWOOD SHALL BE NAILED WITH 8d COMMON OR 6d THREADED NAILS. WAD MASBACHUSETI'3 CONCRETE WORK SHALL CONFORM TO BUILDING CODE REQUIREMENTS FOR NAILS SHALL BE 6" O.C. AT ALL BEARING. ' N(781) 248-0888 ALL REQUESTS FOR CHANGES FROM THE CLIENT, THE CONTRACTORS, ETC., OR REINFORCED CONCRETE (ACI 318) AND SPECIFICATIONS FOR STRUCTURAL,,ANY OTHER PARTY MUST BE MADE IN WRITING TO THE STRUCTURAL ENGINEER CONCRETE-FOR BUILDINGS (ACI 301). - STUDS SHALL BE NAILED TO THE SOLE PLATE WITH (3)10d OR (4) 8d TOE p�� L 9ANDORSE ALA- PRINCIPAL OR ANY OTHER CHANGES TO DRAWINGS MADE ON THE SITE MUST BE NAILS. FOLLOWED UP IN WRITING TO THE STRUCTURAL.ENGINEER. CONCRETE SHALL HAVE A 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS. WHERE STRUCTURAL SHEATHING OVERLAPS SOLE PLATE NAIL SHEATHING TO THE USE OF EXPLOSIVES IS NOT PERMITTED WITHOUT THE WRITTEN SOLE PLATE AT 8" MAX. O.C. NOTE: r PERMISSION OF THE STRUCTURAL ENGINEER., -0"DOUBLE JOIST AT EACH SIDE OF FLOOR OPENINGS UP TO 2 - CONCRETE TO BE EXPOSED TO THE WEATHER IN THE FINISHED PROJECT - ' - THE CONTRACTOR SHALL NOTIFY THE ARCHITECT SHALL WHEN, IN THE COURSE OF HAVE 6% ENTRAINED AIR. � ALL DIMENSION TO BE FIELD CONSTRUCTION OR DEMOLITION, CONDITIONS ARE UNCOVERED WHICH ARE EXERCISE CARE WHEN FIELD APPLYING FORM RELEASE AGENTS TO PREVENT LARGER OPENINGS SHALL BE CALLED TO THE ATTENTION.OF THE STRUCTURAL VERIFIED,& CHECKED. UNANTICIPATED OR OTHERWISE APPEAR TO PRESENT A DANGEROUS CONDITION. COATING ADJACENT CONSTRUCTION JOINT SURFACES OR REINFORCING STEEL. ENGINEER. , CONTRACTOR TO REPORTCHANGES AND OMISSIONS TO ARCHITECT. WHERE NEW WORK WILL BE ADJACENT TO OR FRAMING EXISTING DOUBLE STUDS SHALL BE USED AT ALL WALL OPENING. ' CONSTRUCTION, VERIFY DIMENSIONS OF EXISTING CONSTRUCTION, PRIOR TO ALL KEYS SHALL BE 2'x 4" (NOMINAL) UNLESS OTHERWISE NOTED. FABRICATION OF NEW MEMBERS. ALUMINUM CONDUIT SHALL NOT BE EMBEDDED IN OR PASS THROUGH HEADER SHALL BE SUPPORTED ON JAMB STUD AND.BE SIZED TO SUPPORT CONCRETE. LOAD IMPOSED. PROVIDE ALL LABOR AND MATERIAL FOR ANY FRAMING REQUIRED TO CONNECT NEW FRAMING TO EXISTING CONSTRUCTION. WHEREVER IT IS NECESSARY'TO JAMB STUD SHALL EXTEND 1N ONE PIECE FROM HEADER TO SOLE PLATE. REMOVE EXISTING CONSTRUCTION IN ORDER TO CONSTRUCT NEW_WORK, THE REINFORCEMENT AFFECTED AREA SHALL BE PATCHED AND REBUILT TO MATCH EXISTING ALL STUDS TO BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. ADJACENT WORK TO SATISFACTION OF THE ARCHITECT` DETAILING, FABRICATION, AND ERECTION OF REINFORCEMENT, UNLESS OTHERWISE NOTED, SHALL CONFORM TO.ACI "BUILDING CODE REQUIREMENTS SOLE PLATES SHALL BE NAILED TO SUB-FLOOR AND JOISTS WITH 16d NAILS STRUCTURAL'ALTERATION SHALL BE PRECEDED BY ADEQUATE SHORING AND AT EACH JOIST. BRACING. FOR REINFORCED CONCRETE (ACI.318)" AND ACI "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES (ACI 315)". TOP PLATES FOR BEARING PARTITIONS SHALL,BE TWO.2x4'S'OR A SCREW-TYPE SHORING POSTS SHALL BE PROVIDED FOR EXISTING WORK CONTINUOUS HEADER. .PLATE MEMBERS OF PRINCIPAL PARTITIONS SHALL BE DURING THE REMOVAL OF EXISTING BEARING WALLS AND STRUCTURAL% STEEL REINFORCEMENT UNLESS OTHERWISE SHOWN SHALL CONFORM TO ASTM LAPPED OR ANCHORED TO EXTERIOR WALL FRAMING. SPLICES IN LOWER MEMBERS AND THE INSTALLATION OF NEW STRUCTURAL WORK. 615 GRADE 60. s MEMBER OF TOP PLATE SHALL OCCUR OVER STUDS. NAIL PLATES TO STUDS 6gt TEMPORARY SHORES SHALL BE PLACED AS.CLOSE AS PRACTICABLE TO;THE THE-CONCRETE PROTECTIVE COVERING FOR REINFORCEMENT SHALL BE IN WITH TWO 16d NAILS 24" O.C. EXISTING STRUCTURAL WORK BEING REMOVED. ACCORDANCE WITH THE LATEST ACI BUILDING CODE BUT.SHALL NOT BE LESS n � THAN ONE INCH. � TOP PLATES FOR NON-BEARING PARTITIONS MAY SINGLE AND WILL SPLICE ein. AT STUD CENTERLINES.ONLY. NAIL PLATE TO STUD WITH 16d NAILS. WHEN HEADERS SHALL BE PLACED ACROSS TOP OF SHORING POSTS AND.SHALL'BE TOP PLATE IS PARALLEL TO CEILING OR FLOOR FRAMING, INSTALL'2x4 ACROSS OF "SNUG TIGHT AGAINST UNDERSIDE OF STRUCTURE ABOVE. WHERE CONTINUOUS BARS ARE CALLED FOR, THEY SHALL BE RUN BLOCKING NOT MORE THAT 4" O.C. CONTINUOUSLY AROUND CORNERS AND LAPPED AT NECESSARY SPLICES OR SHORING SHALL BEAR ON SLEEPERS TO PREVENT DAMAGE TO'THE STRUCTURE- HOOKED AT, DISCONTINUOUS ENDS. LAPS SHALL BE NOT LESS THAN 36 BAR '+ WHEN TOP PLATES ARE CUT FOR PIPING'OR DUCTWORK, REINFORCE WITH BELOW. DIAMETERS UNLESS NOTED. GENERALLY, LAP TOP BARS AT MID-SPAN AND STEEL STRAPS. ' BOTTOM BARS AT SUPPORTS. t TEMPORARY SHORES SHALL BE INDIVIDUALLY DESIGNED, ERECTED, SUPPORTED,. WHERE REINFORCEMENT IS CALLED FOR 1N SECTION, REINFORCEMENT IS WHERE BEAMS AND GIRDERS OF NOMINAL 2" MEMBERS ARE SHOWN NAIL WITH BRACED AND MAINTAINED BY`THE CONTRACTOR TO SAFELY SUPPORT ALL�DEAD '^- - - LOADS PRESENTLY CARRIED BY THE EXISTING STRUCTURAL WORK BEING CONSIDERED TYPICAL WHEREVER THE SECTION APPLIES.` TWO ROWS OF 16D NAILS SPACED NOT MORE THAT 24" O.C. REMOVED AND ANY CONSTRUCTION LIVE LOADS. REINFORCEMENT COUPLER SPLICES SHALL BE MECHANICAL DEVICES CAPABLE ALL BEAMS MUST SPLICE ONLY OVER SUPPORTS UNLESS SPECIFICALLY NEW STRUCTURAL FRAMING SHALL BE COMPLETELY INSTALLED BEFORE OF TRANSMITTING THE ULTIMATE TENSILE AND COMPRESSIVE STRENGTH OF THE INSTRUCTED OTHERWISE BY STRUCTURAL ENGINEER. REMOVING ANY SHORES. • BAR. FLOOR AND"ROOF PLYWOOD WILL BE 5/8" THICK INSTALLED WITH GRAIN OF SHORES SHALL BE RELEASED GRADUALLY AND LEFT LOOSELY IN PLACE FOR INSTALLATION OF REINFORCEMENT SHALL 'BE COMPLETED..AT LEAST 24 HOURS OUTER PLIES AT RIGHT ANGLES TO JOISTS AND BE STAGGERED SO THAT END , AT LEAST 2 DAYS'TO ALLOW>FOR STRUCTURAL SHAKE OUT.' PRIOR TO SCHEDULED CONCRETE PLACEMENT. NOTIFY.,THE ARCHITECT OR HIS .JOINTS IN ADJACENT PANELS OCCUR OVER DIFFERENT JOISTS OR RAFTERS. DESIGNATE OF COMPLETION AT,LEAST 24 HOURS'PRIOR TO SCHEDULED COMPLETION OF PLACEMENT OF CONCRETE. PANEL EDGES'SHOULD BE TONGUE-AND-GROOVE OR SUPPORTED BY 2" FOUNDATIONS a ` LUMBER BLOCKING BETWEEN JOISTS. STAGGER PANEL ENDS DIRECTLY.OVER_ FOOTINGS SHALL BE FOUNDED ON UNDISTURBED MATERIAL HAVING A MINIMUM STRUCTURAL TIMBER CONSTRUCTION FRAMING AND SPACE 1/16 BEARING CAPACITY. OF 2-TONS PER SQUARE FOOT OR•ON GRAVEL FILL, 4 SELECTED AND COMPACTED To 95% OF ITS_MAXIMUM PROCTOR DRY DENSITY TIMBER CONSTRUCTION SHALL CONFORM-,TO PART II "DESIGN SPECIFICATIONS' IN 6" LIFTS. AS PUBLISHED IN THE 'TIMBER CONSTRUCTION MANUAL"p(AITC) AND TO E "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NOS), AMENDED 2 EXTERIOR CONSTRUCTION SHALL BE CARRIED DOWN BELOW FINISHED EXTERIOR To DATE. GRADE TO A MINIMUM DEPTH OF 4 FEET UNLESS OTHERWISE NOTED. 1 •TIMBER CONSTRUCTION_. SHALL CONFORM TO ARTICLE 211 "BUILDING CODE No. Redaion/Isaue Date FOOTING EXCAVATIONS ARE TO BE FINISHED WITH A SMOOTH BUCKET OR BY PROVISIONS FOR ONE S'AND-TWO FAMILY DWELLING OF THE COMMONWEALTH HAND. OF MASSACHUSETTS STATE BUILDING CODE. No EXCAVATION ADJACENT TO EXISTING FOUNDATION WILL ENCROACH A NEW TIMBER SHALL HAVE A 1100 PSI ALLOWABLE BENDING STRESS. THE PYRAMID STARTING AT THE PERIMETER OF THE.EXISTING FOOTING WITH SLOPES, MODULUS OF ELASTICITY SHALL.BE A MINIMUM OF 1,406,000 PSI. OF ONE VERTICAL TO TWO HORIZONTAL UNLESS OTHERWISE NOTED. .- NO FOUNDATION CONCRETE SHALL BE PLACED IN WATER OR ON FROZEN LAMINATED VENEER LUMBER BEAMSSHALL HAVE A MINIMUM ALLOWABLE BENDING STRESS OF 2800 PSI AND A MINIMUM MODULUS of ELASTICITY OF GROUND... 2,000,000 PSI I MAKE NO EXCAVATIONS TO THE FULL DEPTH INDICATED WHEN FREEZING NEW TIMBER'FOR STRUCTURAL USE SHALL HAVE A MOISTURE CONTENT OF TEMPERATURE MAY BE EXPECTED, UNLESS THE FOUNDATIONS OR SLABS CAN 150. BE PLACED IMMEDIATELY AFTER THE EXCAVATION HAS BEEN COMPLETED. } A H—.4�� PROTECT THE BOTTOM SO EXCAVATED FROM FROST IF PLACING OF CONCRETE TIMBER SHALL BE SO HANDLED AND COVERED AS TO PREVENT MARRING, AND CARSON RESIDENCE IS DELAYED. SHOULD PROTECTION FAIL, REMOVE FROZEN MATERIALS AND MOISTURE ABSORPTION FROM SNOW OR RAIN. REPLACE WITH CONCRETE OR GRAVEL FILL, AS DIRECTED, AT NO COST To THE OWNER. JOIST CONSTRUCTION SPANNING OVER 8' MUST HAVE CROSS BRIDGING AT NO ., F MORE THAN a''O.C. 98 BAY SHORE ROAD • FOOTINGS SHALL BE PROTECTED AGAINST FROST UNTIL PROJECT IS HYANNIS, MA COMPLETED. -NO JOIST SHALL BE NOTCHED OR DRILLED WITH HOLES WITHOUT THE SPECIFIC APPROVAL OF THE ENGINEER. Da s,.k NO JOIST SHALL BE REPAIRED OR REINFORCED IN ANY WAY WITHOUT THE 1 + SPECIFIC APPROVAL OF THE ENGINEER. ""' 7.2.17 PHOENIX ARCHITECTS