Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0056 CAP'N CROSBY ROAD
et v on x, e o. P. � s ' i " g , v✓, r� s � , G"> w' r ao SUMMARY OF TOTAL DUCT LEAKAGE TESTING RESULTS FOR: Andrea Pinto Site Located at: 56sCa_p'n-Crosby-R_oad Centerville, MA Project Number: 3033 . Duct Evaluation Report Version: 1.0 Target ns ectioris P.O. Box 444 West Dennis, MA 02670 Phone: 508-737-4289 Email:steve@targetinspections.com www.targetinspections.com Certified HERS Rater(RIN—4958795), &Certified Microbial Professional Enclosures: - Summary of Inspection Page 1 of 4 - TARGFT INSIPFrTIQNS According to IECC 2015 Section R403.3.3 the systems will be exempt from the leakage test due to the installation of the air handlers and ducts located within the thermal envelope (see Exception portion of the IECC 2015 excerpt below). The January 3, 2020 inspection indicates that the two (2) systems are exempt per the guidelines below. R403.3.3 Duct testing wandatoryj. _,iris sh-all he ._si._ - Uo '_t -rr-a _ air leakage 'I',, nr:-,- of Me ')fifi Jnq t- Oki'ilt i1i l-S (?).r { �.:?- Srt �� h,_ 1 1-aSUI' d ..17h a rs1'=IS S U r 'i— ia 7) !) t`} t i=5 =c, r t_(•[s� �1 a ;�� i_'.( Ii C.(r_C " : lr I:^(t l�( �rli r51_!t✓ I` 1ri�._<ll::s:j at M-,1 tit l :t` .11l zs-, All r_a{-5tz-rs Shall h:tt fi Ud _ t3`_'._�h_;tELrf!_11 :r5: (zl�:'l �� I<<: _ shall h- in--_14(.;Lt =t i55 �hz- -'fM,e ti ('f_ 1('i Iudini-i he air l �I)f ltr --tit-los 1( :-egisS'r5 shall be, t p_d jir Exception: t C�:` air ( ik- �, Shall nlY �) r�1 {i1(,-:t. It,_(� the r l.lL'.S ?(lia air haaU�lei`S are It t- -ts c11'11=1`, 1' [t 11 tj' r 5(_11.5 > !I +.CSi Sr ll he signed fli ltI paw, it lClt_T.I(tr:. the i�5? ((tS !r_vl_.�s i Page 2 of 4 j r DIGITAL PHOTO DIGITAL PHOTO g q tp !!YC d PHOTO SUMMARY PHOTO SUMMARY DIGITAL PHOTO DIGITAL PHOTO -'F s •. �� � FT t ,, iker� . fflM m L� s PHOTO SUMMARY PHOTO SUMMARY I TARGET INSPFCTION5 This inspection report is solely based on the conditions within the defined area at the time of inspection only and makes no express or implied warrant or guarantee as to future changes in condition or conditions outside of the described job scope. Sincerely, ` 8 6 Steven Grevelis Certified HERS Rater(RIN—4958795), &Certified Microbial Professional. i Page 4 of 4 f Project ID• 3032 Retrotec rCloud Tp.Rt'FT w;pFCTION' Quality Assurance Report lecc (2015) Repeated Single Point Blower Door Test PASS Your Result: 2.84 ACH50(1593.66 CFM50*60/33703 ft3) Target<=3 ACH50 Test Information Test Name 56 Capn Crosby Rd Test Date 2020-01-03 04:10 PM (UTC-5) Export id OHY40LKS Company Name Target Inspections Technician Name Steven Grevelis Technician Email steve@targetinspections.com Building Information Address 56 Capn Crosby Rd City Centerville State MA Zip/postal Code 02632 Country United States Year Constructed 2020 Elevation 95 ft Address Verified? Yes Building Latitude,Longitude 41.680378,-70.356535 GPS validation Estimated Distance From Address 173 ft Test Equipment Fan Model Retrotec 1000/2000 Fan Serial Number FT4000446 Pressure Gauge Model Retrotec DM32 4A Gauge Serial Number 404377 Environmental Conditions Pre-test Indoor Temperature 68°F Pre-test Outdoor Temperature 47°F Wind Speed 7 M PH Average Barometric Pressure 100.8 kPa Test Dimensions Conditioned Floor Area 3752 ftz Volume 33703 ft3 1 R Retrotec rCloud Test Results Summary Test Type lecc (2015) Repeated Single Point Blower Door Test Accuracy Level Standard accuracy Flow Reference Pressure 50 Pa Time Averaging 10 seconds Nominal Fan Flow 1593.66 CFM @ 50 Pa Corrected Flow 1593.66 CFM @ 50 Pa Adjusted Flow 1593.66 CFM @ 50 Pa Air Changes Per Hour 2.837 Accuracy Adjustment Factor 1.0 Percent Uncertainty 2.8% Standard Deviation 36.4 Test Results Test Data Set 1 Flow Direction Depressurize Gauge Location Inside Baseline Pressure,Initial(Pa) -0.9 -1.1 -1.1 -1.1 -1.2 -1.2 -1.2 -1.4 -1.4 -1.4 Baseline Duration 20 seconds Average baseline -1.2 Pa . Measured Pressure (Pa) -49.74 Fan Pressure [1000/2000- B](Pa) 81.86 Flow CFM 1582.24 Test Data Set 2 Flow Direction Depressurize Gauge Location Inside Baseline Pressure, Initial Pa -0.3 -0.3 -0.3 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 -0.2 Baseline Duration 14 seconds Average baseline -0.23 Pa Measured Pressure (Pa) -50.33 Fan Pressure [1000/2000 -B](Pa) 89.08 Flow CFM 1650.46 Test Data Set 3 Flow Direction Depressurize Gauge Location Inside Baseline Pressure,Initial(Pa) -0.6 -0.6 -0.6 -0.6 -0.8 -0.8 -0.8 -0.8 -0.8 -0.8 Baseline Duration 12 seconds Average baseline -0.72 Pa Measured Pressure (Pa) -49.4 Fan Pressure [1000/2000 -B](Pa) 77.51 Flow CFM 1539.64 2 r Retrotec rCloud Test Notes No notes entered, flow Equation Parameters - Factory Default Fan Model Retrotec 1000/2000 Fan Serial Number FT4000446 Flow equation parameters - 131 Units Used For Flow Parameters in Equation C F M Fan pressure (FP) is the measured fan pressure when using a self-referenced fan or when the room pressure is negative. If using a fan which is not self-referenced,and the room pressure is positive,fan pressure is calculated by subtracting the measured room pressure from the absolute value of the fan pressure. If PrA is greater than 0 or fan is self-referencing: FP= (PrBJ PrA If PrA is less than 0 or fan is self-referencing: FP = PrB Flow calculations are not valid if fan pressure is less than either MF or(K2 x IRPI) FP =fan pressure,RP=room pressure Range N K K1 K2 K3 K4 MF Open 0.5214 519.6183 -0.0700 0.8000 -0.1150 1 8.6 A 0.5030 264.9959 -0.0750 1.0000 0.0000 1 1'2 B 0.5000 174.8824 0.0000 0.3000 0.0000 1 10 C8 0.5000 78.5000 -0.0200 0.5000 0.0160 1 10 C6 0.5050 61.3000 0.0540 0.5000 0.0040 1 10 C4 0.5077 42.0000 0.0090 0.5000 0.0005 1 10 C2 0.5200 22.0000 0.1100 0.5000 0.0010 1 10 C 1 0.5410 11.9239 0.1300 0.4000 0.0014 1 10 L4 0.4800 4.0995 0.0030 1.0000 0.0004 1 10 L2 0.5020 2.0678 0.0000 0.5000 0.0001 1 10 L1 0.4925 1..1614 0.1000 0.5000 0.0001 '1 10 flow=(FP-RPxK1 °X K+ K3'x FP)XK4 This inspection report is solely based on the conditions within the defined area at the time of inspection only and makes no express or implied warrant or guarantee as to future changes in condition or conditions outside of the described job scope. Square footage provided by Andrea Pinto and volume determined by on site measurements. Sincerely, Steven Grevelis Certified HERS Rater(RIN-4958795), &Certified Microbial Professional Target Inspections 24 School Street,Unit 6 West Dennis,MA 02670 (888)-280-2108 Report data generated by Retrotec rCloud software version 1.1.22.219 4 , r ` Retrotec rCloud Test Data Set 4 Flow Direction Depressurize Gauge Location Inside Baseline Pressure,Initial(Pa) -1.5 -1.4 -1.2 -1.1 -1.1 -0.9 -0.9 -0.9 -0.9 -0.8 Baseline Duration 12 seconds Average baseline -1.07 Pa Measured Pressure (Pa) -50.77 Fan Pressure [1000/2000-B](Pa) 80.18 Flow (CFM) 1565.92 Test Data Set 5 Flow Direction Depressurize Gauge Location Inside Baseline Pressure,Initial(Pa) -1.2 -0.9 -0.6 -0.5 -0.2 0 0 0 -0.2 -0.3 Baseline Duration 31 seconds Average baseline -0.39 Pa Measured Pressure Pa -51.61 Fan Pressure [1000/2000 -B](Pa) 82.9 Flow (CFM) 1592.25 r 3 LEGEND SYSTEM DESIGN: SYSTEM PROFILE NOTES F Bw➢x m.roA wrmn¢Dlspoun Is xoT AuoxED °"' �"„ „•,,•: i rou®r I` ./—✓ °° �I a, cr_sa FLmr.s emROBYs e 0 rnD �..>— xYF®�P°. g n ss0 GPo DESI°l aow+ — - eE ve•rm mm. ® :_--J-,i rn° ,6N�„o.a srnnc TANx:s_»cao(x)�n0o �P:1° ASSASM ro a AAnIR�m •u PRw�O NUAn uw° /•/ ' rl US£A 2689 GAL 3➢TIC T 0 """ °� roffN.a:w.m.mNa ww Ili SIDES x(a>5 a,0 ee z a)-,>z GPO A�. `� [i :3 ua s'.mwu BOTraY aT 5.10 (.74) - w r r Lts (V` w 4" v u5E 04—A—, L LEACHING�'.—S(ACME OR EWAL) I-- TI 25'SIONE AT pOs O s AT SI06 - d - �.evq LL ww iNSfALLFR SHALL VERIFY THE _SEPM TN1N ouTgNs FALL ununFs AND Au - a^Ox— °°• —0 60z :I �, ': o aoamo ao �vrE(� D LOCUS MAP BNLpNG S w—� Nc �,HE iNSfALL£R sH41 VFAIfY THE LOGTxMb OF ALL °N� oT ro SCNE PORFON OF SEPDC 6 HEALTI S EN UB BEs wM u SAwNB S—R oORE 5 mo 'ARONs BOARD PR TO INS—NO ANY—ON OF SEPDC IPPROHD GATE YA YwowP FAarn. r,m xm°e m[nYg3o ASYSSORS YAP IBA PARCEL 16-4 ZONING SUMMARY ZOIONG OISIPoCT:RC RESID—AL DISTRICT RPOD O—Y DISTRICT(t AC+) YIN.LOT N. FF 01.110 SF. LOT FRMTACE 1tl MW atl SIN.SIDE 3TBA°t ttl N.REAR SETBACK 1 MAX.BUILDING HEIGHT SO, R=576.69 j r I i pGINEER0141NG DA9 O/1/OB cnPE TEST HOLE LOGS ii 'Crosby �`'Road E.GDx A EB.6E„➢6> 1 (40' Yd P ivote, Poved.)22 f ode)�, C^ ENaNEER.oaxla s,6 s xar LBCP.,m wire,A zwE II STAMON, .J .. �J'^ _ _ .`` wnN ano GIIY Y^' �`� -.J'� .-� MTE 1/2 16 - _ - 1Y r --• �.---_ -_ - - _ - —_ PE%.RATE_ <3 imly/mc—H — SPlM p, 14946 1 I y,Aym N —~� ElF'. FLLV ELEV. EiFI. �, '(� ! �� N9°vx°F�a sraE D+Pr 10°` I _ f C 2 4 -�: 4 ea D• 2 4 B,.o•y� 4 Ls i Ls Ls LS OYR]/3 OYR A/3 S. tOtt!A/] ,OM A/t I—6/6 Bo.D. N ,DTR 5,6 >B3• 'S. ,➢tti 5/6 ,DxP 5/6 >B.]• •`T � e �I 1 � 1FS 5.6/1 / D / 2NRAN[/E AOEGJI - NO GRODN \\ ➢WnTFA pCWNTERE➢ NO GRWNDWATFF ENCWMERFD ° ; (. d`• \ \ W/ , l •1 ) 1 �'\' , t• ( 06 )Y PEI4MYflNF ac _I f -� � !. �� =F YA TITLE 5 SITE PLAN OF CAPIN CROSBY ROAD 1 M \ r',it F 1• CENTERVILLE, MA T!OVA M u' �� i D+`l(.1 %.\ _ ', , \ 1 ` ` 1 PREPARED FOR KESIA PIMENTA ✓' �l - \ .�W.B \ I `\ I -\ DATE. 1-12-2018 Jri eyi to,ffft 9, o d serge�S OCS g f 6-007 DATE DANIFL A o,ww.P.E.P.Ls Bk 31153 Pg49 #13106 03-23-2018 @ 10 : 35a QUITCLAIM DEED DSBB REALTY DEVELOPMENT, LLC, a Massachusetts limited liability company, having a mailing address of 45 Industry Road, Marstons Mills, MA 02648 for consideration paid in the amount of ONE HUNDRED NINETY THOUSAND AND 001100 ($190,000.00) DOLLARS grant to KESIA MARIA PIMENTA, individually, of 30 Wellesley Circle, Hyannis, MA 02601 with Quitclaim Covenants The land in the Town of Barnstable, County of Barnstable and Commonwealth of Massachusetts, being LOT 1 on a plan of land entitled "Plan of land in Centerville MA Prepared For Robert J. Bortolotti, Tr& DSBB LLC Realty Trust Date: February 4, 2008 U by Down Cape Engineering, Inc. Civil Engineers Land Surveyors 939 Main Street(Rte 6A)Yarmouthport, MA 02675", which plan is recorded with the Barnstable Registry of Deeds in Plan Book 625, Page 37. For title, see deed recorded with Barnstable Registry of Deeds in Book 20228, Page 20. This transaction does not constitute a sale of all or substantially all of the assets of DSBB Realty Development, LLC, located within the Commonwealth of Massachusetts and is being conducted in the ordinary course of business. The grantor is not classified as a corporation for federal tax purposes for the current taxable year. Property Address: 56 Cap'n Crosby Road, Centerville, MA 02632 HASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 03-23-2018 @ 10:35am Date: 03-23-2018 @ 10:35am Ctl#: 295 Doc#: 13106 Ctl#: 295 Doc#: 13106 I Fee: $649.80' Cons: ,$190,000.00 Fee: $581.40 Cons: $190,000.00 Bk 31153 Pg50 #13106 S} EXECUTED under seal this day of March, 2018. DSBB Realty Dev pment, LLC �i By: Robert J. Bortolotti, Manager COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: S� On this 'Z\ day of March, 2018, before me, the undersigned notary public, personally appeared Robert J. Bortolotti, Manager, as above-stated, and proved to me through satisfactory evidence of identification, which was a MA driver's license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose on behalf of DSBB Realty Development, LLC. Nota Public: Michele M. ozzi-Pollock My com ission expires: 09/21/2023 4 �ARN6��A9L��QUNTY i REGISTRY OF DEEDS_ A TRUE COPY,ATTEST JOHN F.MEADE,REGISTER .F JOHN F. MEADE, REGISTER BARNSTABLE COUNTY REGISTRY OF DEEDS RECEIVED & RECORDED ELECTRONICALLY BOCK+- • RECEIVED AND RECDRDEIi ' W KAI-B A II:01 (ABLE COD-H T'. RE YDFO:�: I- LOU _ Cap Crosby Road (eo•Twee aAenL Puree aa:xleel 8 � � I,se«r ,n` '39"y eNaroor.EnavE - , s nwbi"YE >;Jy GB. �OIDp�rr yA pMy d / NI95Z59 ��$ 0. YNtA��AUYis lA ILw' JJJ Ii �ey� -(1 / �l� 1 3" LOCUS MAP Wra \ �, 201tAc - �. SCAIF 1"�2000'* BT.T)! SF. _ b ASSESSOPS MAP 194 PARCEL JS Y 0 LOCIISIIS W-H FENA FL000 ZONE C AS ` ' L SNOTVR DR Cw..V PANEL PLSDODI R�Mw M15 C DAIED AUGUST 19.1M ZONNG SUMMARY 9 ZG11NG DIMMICT:RC RESDENTAL MMICT AWSrrAWCw9iD? G.LOT 9IE \ LENRRIW[W OMW MJDI'1 I NW. OT FRONTAL£ \ �.Bl• `� Md.LOT 111DTH 27,120 SF. SEIBAIX ;O' - MW.RSIDE EA 9:1BACN 0' Yp%...UVNC HEIGHT 10' IS LOCATED I1D11N MQDt1ES—ce 4Y9 i`R�.IDw - PROTECTON OYEPLAY DISTRICT \\ NJDHS99' [SAN MTECIWN NRI TMTMY IWsTmu 4— OWNER OF RECORD J AMEY .. OS3B REALTY DEVELOPMENT '' \ 'aS.N°T—AIM .4AHs Rosa A P�YYOA` 2 \ /1TF BVGMO lti a R2 m 0M IS.PMCEL JS Bz:.ma sF 00 CO/RHYG lX noIYLLOC RaBERT J.BORTOLOrn.TRUSTEE Lw Act LOT J PO BOX TO SF.�lBI Bl,.T4 SF. WRSTCNS MILLS AFA 026Q F ` 1.OJt Ac a i REFERENCES DEED Boat 22aao P0.1 DEED BOOK 20229 DIVPS 20 ,\ PLAN BOGt a00 N.Ja \ RECORD. S SDA,ON/90.1 RECOPDED PLAN aOCx BOO PC.38 LEGEND: . \\ 2�rfek. \\ - GB.CQVQYI£LNX/AD FGAVD NI 20 NIJ —rir IA \` uLL BrssaPs'B' \ �D \ Caph Ujah's Road .79 p g =1.4 ww ° \ ` (AC.—I.—RVA v.erLt TS.00 P 250 PLAN OF LAND •� 'S. I \\ \\ CENTERVILLE, MA . - nRs aAN rs ro aErAvo cAPr.Mv •. YAJIFRMM'RQ9D AS S4VRN OV PRFPMD)FOP �""�"BBr PAR EDDY Iw A"JB ROBERT J. BORTOLOTTI, TR BARNSTABLE PLANNNG BOARD APPROVAL UNDER THE SUBDIW-90V & DSBB LLC REALTY TRUST COV ME LAW/S NOT REQUIRED l•ie,b! DATE: FEEIRUARY 4.2008 i ale of I CERDFY THAT THIS PLAN WAS MADE IN II 508-16Z-a5.1 - CCOPDANCE INTH RE.—Y OF DEEDSJk REGULARDNS EFFECRVE JANUNM 1. 19v 508-362-9880 18Ta-AND AS AMENDED JANVAPY T, Iovnca0e.tom 189a. down cape engineering,mc. civil engineers DEEERNINAINAV A9 ro LL I9YUNCEdT. land surveyors - M IW 2CIL'LVC 0.POWANLE .•x_W. RMITEI/ENISHAS BEEN YAL!EM 9 ® 9,59 Mo;n Street(Rte 6A) WTFIVLMD BY rHE ABOI£ENOAPSE 1.. DAME N�lO LA. .LS FFER YARMOV THPORT MA 02675 FOR REGSTRY USE i 141� Yr� 2,6)1s �8653, a 0 C. RET. WALL �0 4 2' CONC. FND 5.6' I/L 08C 18 ToWN 4. LOT 1 87,676f SF a ti ' Zq.1 33 -007 FOUNDATION PLOT PLAN 18 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY:OTHER USE LOCATION 156 CAP'N CROSBY ROAD, CENTERVILLE SCALE 1" = 80' DATE 12-10-2018 _. PREPARED FOR: REFERENCE : MAP 194 PARCEL 26-4 KESIA PIMENTA LOT 1 PB 625 PG 37 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. OFMgS. off 508-362-4541 yG� fox 508-362-9880 DANIEL - �� I o down OJALA N cope endinee�ind,ins, q o.4Os8D ('civil engineers land surveyors 939 Main Street ( Rte 6A) 7qN �y0� YARMOUTHPORT MA 02675 DATE R URVEYOR� _ — SYSTEM DESIGN: < °' SYSTEM PROFILE NOTES LEA \D a x51` _ �a a�a GARBnCE D SPOSER IS ,wzu rot 1 ewlxua/»v»nNe w3cury my mga xrm was ro.nr r aIu¢¢ x•vre0. ROI r.DLSE PLUS - `aaJ � ra Pwv a,u 5� s _ 0 OR CAR R) CP- :I F ssem If EFC ON O E IGN oPD.11C �— z xw rrw,rcwc,xrt . uz D OC4 0 L 7an !s uAc'n F N R,Nf 1 CO REO f5i CON 6 C N 640..FD(2).- 3 - ,N. 2ND COMP SEPIC IANx.6W 0�0(`)-660 GhElkq!B'1Me5'1 Y'Y USE A 25W'AL OUA-CODPARTNEN:BEPIIG TAN%WN All— To— 1 y E�!aF P IC46 C D COUP O.K. 1A—P0. ca. < wrs vnm ,awt w c 6, ...._. g„n`N C(! '283 1( ) SCPD aa',a Nw,cJ>Pa Svu,u r/:wxr , uaa»a tav T 17 . tt '26] tY z sa.r IA'n w m Oaln tzll .., Y G BOTT 50 5PiuPt�'mma.P'+¢m wa'wi'"eso w Drmi m _ _ 6 D I—,aao t_Ls aertl [ a aa) _e' er ' Eo OF ILL InE i,ND P t. I.•! E.LE An N R5(ACNE oR EDJAI.) FDOND,_ »» SE,T r"n(— to D W.---I nn m' »o�.,.x.,N,P.m aa'a z" °:.»:,,tFs LOCUS MAP DITS S—I WILI S AND .Nl,3ittuE AT ENC'S AID I'AT SIDES SINE INS/J.LER SINE yWRI:"T ME EOCil cF NO2 TO SCAL" �Y oAT t 101CMS AND EEE NS PC,—OF xS TIC STSiE PRi0RETO NP.nLUNC ANY PCP,1ON OF TIC SSiEwAll uI°.arvxP wr'„7rostn ASSESSORS uqP,9A A ALF;2B-, ......__ ........NA ,2 w.OVOc„row.taAlcw cAEEx a:rz xFrtau9 LOi I P,aN 30C1(62B PG)] APFRONED ore-- 3S�uD-o--"" "Tn .»":"4�.:r.:x ZONING SUMMARY - —,Do DI13DIC,R .;msm:rr RICE)Dw ISTR,G" .91E S.i. EIxONT,GE t,..mrz WFA.,R,Ix,r°,p ,w�3.dM uK[ Ort ♦sc9`0„,c xuxcl 4IN 2O' STRACK 's 2G ......... _....... _- - -.... - .. _— ....... .................. __... .._-_.......__. ....._. uC5E0 USE 0.E AV EY VONr Yn1H Cap�i Crosby Road ,.,a wa P; L n. E.. L "I.W"fl lr , 40 .de P ad Poved,2 2 W"de) .�. ?... 'ter , _ ..�`�. TEST HOLE LOGS ...... _. _ .. : .' : .._.. .... 65P 5.9.11,... - .... _...... .. .......... NTNESS o \ \` AT,�R _AS! SDI S / ._.. \ w �roA. -v r� _ j w _ ", � D. r , = 4y1 \ - \( \��� \ R,5/ _ R,•/z 6 B . µ i Y 1 s T :\ Qt 12' 6 Va s' a \ 3 Fs "^.^.^FPl3'4 R0.•PN 5 ER ] 'Ovx. O r \l NO CPO 1C iATER ENCOLNT[RED ND GICDNCWA ER ErvCOJ'.'1_:t_J TITLE 5 SITE PLAN I / ] J59'CAPIA`N U1Ar'5 PD CP 56 CAFN CROSBY ROAD LOri e7,676 1 Y. / sF d. : A.AE„ CENTERVILLE, MA. DT PrsmvF SF.=19 5 swvc i�) � .\ PREPARED FOR KESIA PIMENTA OATE: -1E-2DIS NA • Oowe refe lesmee/ieg,Me. sng✓neers v7 V DAIc � °raw„cu 3u p�E:Nl9-007�� \�© DANIEE A.anu.P.-..P._.s. nvogr"., a.z _ ioe1 t~t GN'«1►► F:5: o a.? S 1�D _ SHEET NO. TA, LN DESIGN LLC _S' CALCULATED BY- c ec ` ,©A-D CHECKED BY r SCALE .. al.'s,_. , a..u.. .'S rot-rl.ar � .. _ PO A9. i r �► „. , _. A-.,: 1+�-pr coi . a �r 46 wd Log ' r r 1� 3 C., -� 1, 2.. k4 z rr Z- ,�. . D$ SHEET NO. OF TAYLOR Q DESIGN LLC CALCULATED BY �� DATE CC:ID►� `amr."5�e• �.� CHECKED BY DATE P. raNQ-�!l"-425 SCALE .. ..... . ...... ...... . :. .. .... .., .. .. . . .._. ....... _.. . v ..................................................... _............................. ....................... ............ ............ ... .... _....... ..... .. ... ........... llsie 3 ��. .. :.. ...... .. . . . �.1- crl...1.. t' .: . ._. .......... _ . _..... ....... ........... ..... 3..: . ....... .............:.... .:.......................__ ....... .. :. . . . ..... _.... .. ... _... � Ir�T tv�j .. .. . ....... __ -.. .... Z �'�- . . .. . . av�... ..... ....... . . 0 IP ...� .rc +t........ ... . :. .................... .. ........ _. ... ............................ __T .,.... ....;. ......:.. .... ... .... .z..,. .. . ..._..._........................ w . .. .,:... .. _� . . ....... . .! ....... �` ........................... . ... ...._......._.. ... _:._..................:.__ ..........:.. ........................ ..... ......................... ............; ;_......_ '38t (� -- .. . .... .. . .... : ... . .. . .... . 4� . � ..._ ?-e ... ... ..... .. ........... .. . ........................ .......... ..... ......... .........._ .... .. .. .. . .. ...... .. . I .................... ........., .... _ .... ............_ .._.. _ _. . .... .............. .... .............................. .............. ................. . .... . .. .... .. ...:... .. . ..... .... JOB �t T SHEETNO. OF �^ TAYLOR DESIGN LLC Cz T 3 CALCULATED BY DATE /Ar > CHECKED BY DATE SCALE ....... .. ............ ............._.. .. ......._... ...................................................._.............. ......_:..........;......... .. ................ .... . ..... .... .... _:...._.. ........ _. _ ... q,.� �i. 7 S . . . . ..... .... .. . .: . . N j7jy-moo ] /a .w++-.o- _...Z..IF•S:F .. RCS . .:........... ....... ... .....................:................. ....... :....... ............................... ..._ ... ...... .. ..... .... ........... t ,e•�, ..i 4-s E ay.,... za•n. ... ...c , ..F,c ,. to k��:...pP..... .. .. :... .. ...... 3. ....i . .. ....... Lo.nr..+D ... _. l oo , .. Z...:..(..',,mi.-.tS.: ._. . z. .. z°1.3_ .lL-............ v .... Z .. .. C ,o +�o Zoo. .. P�-F . + ST �g Cam ' . . _...... ..tsa Ar. N.Y�...1Q ...�..�E,� 145.Q_ .... �P L . .. ��` = .. .�.Z�.. . P.4..... ....3.. . .. ............... . ... .:. .... .. .......... /. . . � ... +. .3oct.s .. G.._3 me "t"" f3._ _............ .. ............................. ...... ... ._: �a r , .... �i, .......... f SHEET NO. OF TAYLLOR DESIGN LLC CALCULATED BY�-•`T DATE Top Cybv Q e&CS pw �o�+p CHECKED BY DATE SCALE 1►�lt/tiCT. .. ... ..... ....................... . . ..............:........................:.. . .. ..... ..... :.... ....... ....: .. t �.T. ZC.�-........ '! "" .t....<......�+�.Q '.r`9'...._............... ...................................:... .. .. .... .......................................................... ......... ............ . ....;._ .... .... ..... ..... ..... ............ .. . _.. _ .. z CZ_z�. :3 4,Z, 35 ... . .' .. 42. +►V.... ... 8 _ ...... . . . .. .. ... k�� .... _. .... .......... .. .. .. . 3 Z......:...... ._:... ................. ............. . ..................,.. .. ..... .... . t.•.! o..x Wit;. . ... ► ..x 3c . . ,..� _. .. .. ... , .. . ...... ....................;.....::.....:....!....._...;..... ......_..:. ._.._ ... ............ .... .. ........_...... 11.... .�g.. .. ... T".� Z....#.... C'� .�14......°" . ... . :`S..P_.a-*v..S..... ...1.' .::.... 11 :. � ...... . .. .. ....... ................................ ........................................................_.. ........ ............................. ... ............... .... ..... ...... .. ... �..�.c n1^Y!�t.. -�.Q�a•c� . t ......... ... 3©�r1�� 4'70 (�[.�. .... .. ...._ . . .... . ........... 70 .. ... z ? ?_..... ...........:........................... ...............:.. ... .. .. ...... :...CZL.. ....... ...... . : .... oop — i78 eL* .:.P.r.. . x. �2.`g . ...c.�?=..LC131.. .'.�..:?-`ZiP . . .. . 3- t .... 2`.5 ,�,. JOB NfrrblA SHEET NO. J F TAYLOR DESIGN LLC CALCULATED BY QV T DATE 3-M-%p C.QO S lbY Qovk-o CHECKED BY DATE A.. SCALE .............. . ...... ......................... 4..._... . .. .. o.. .._ ;. ...... ... .s.......... .t 3..... ...... .......:.......................... . . . ._.... . .... z .... ..... .... .... A`t Z: P�r t.. . .. .... . ................ :...__.. ... . ._ . . _..... ' ._. t. .3 z..:.f- p i.�. Esc- 7 .1�.,+0 ... .. _ _ ... . .. .... t.................... ....Y ..;.... Co.l�:`( S'�?.•S`P�F ..,-. ..��5a� 24 .. .... .. A. ..... �.. .:... 4 .. .. 8 3'2. Gp►g eA ... .......... ......... ...... ... .yj .. .C'et..:.... .3[z>: (.-. . :............... ... ... o�,�g `' .. .. Zkv S ` ............ ........... ........ ............. .......... ........................................... 7..q 8. ... .:. . ..... ., 1. 3 -. .:...o cam,. . 5 q So.v........... _................. . . .. .._.............. .................... .... ..... ...... . ........ :...... .. . ....... ...... ..: ........ ..... .........:... .. . i... :... .,...... . ........................... joB _P 3• �4(�l SHEET NO. �+ OF 5s CALCULATED BY TAYLOR DESIGN LLC DATE 3—L—IB CHECKED BY DATE CLOT -V���� � • SCALE l ` ` . �„ S..C iL6x1 .CoA-Cf+. . 1.C� .K:1 Tom... ...:... .._ . .... .... ..................... ......... . .... . . .... ..... ..... . . ... ...... <,N c, (�P.t,,:t ...it. . .. . tom...=....... � � ?`L. .. .: l �oe....'r" . . :_ 1 .k............ . .. .Ps.. - . ( ''?'L ...............-_ .'343..E. ................. .. .: t-natio ? C3F2$ Q3.zs:. is 3z9® .. ... .. Z` ..goi- . 0,�6�2. ?.i3�F:..C4• -+ = �#•.t 5'23 tL . .. . 1 to y ... ..... ... .. ... . _TC}l S... . ... .. . ... .. 7, s�3 5 a, s 7Y . .�.... . . .. ... ......t..4... 3............ ........_ ....-............................ ......:..._............. .. :.. :... �,. { (, C,P Hyannis May 21, 2018 �7 T July 04?01� owN Of 8/4�rvs r, , To Whom It May Concern: The apartment over the garage at 56 Cap'n Crosby Rd, Centerville Will be used as a guest suite. Please don't hesitate to call me with any questions or concern. Sincerely, kesia Pimenta 508-8.15-7411 I q Town of Barnstable uil i1 Post:Thrs Card>SorThat it.is Visiti'le Fcomth`e;Street .A" rovedPlans;Musi beRetarn d n Job and thrs,�a`rd IVlube,Ke t g �- BAAN$fABI.C; ^, • ` Posted Un�tlFrna1 Inspection Has BeenMade „ �r a639 i,,.,i . .. , .�..:} .. w w.; .: rt Y .,.; yam ea R 1NheFe a,Certrficate:of Occu° anc .rsy;Re u�red�such;Bu ldrn rshallkNot=be Occu `ied until a,Finalalns'ectron has been-made , & ei mil Permit NO. B-18-938 Applicant Name: DSBB REALTY DEVELOPMENT LLC Approvals Date Issued: 05/31/2018 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 11/30/2018 Foundation: Residential Map/Lot: 194 026-004 Zoning District: RC Sheathing: �w g g: Location: 56 CAP'N CROSBY ROAD,CENTERVILLE R � Contractor Name Framing: 1 F 1 q/1�t Owner on Record: DSBB REALTY DEVELOPMENT LLC e Contractor License 2 61v-1, a Est Pro $250000.00Cost:Address: 359 CAPTAIN LIJAHS RD tect sm Chimney: CENTERVILLE, MA 02632 Permit Fee: $ 1,400.00 . � �� Insulation: 13�1� Description: new single family home_5 bedroom finished,basement Fee Paid $1,400.00 7 Datek, 5/31/2018 Final: I Project Review Req: Single Family Home. Area above garage ca pg be rented, must be used in common with the house Owners letter in file. Plumbing/Gas i Rough Plumbing: Building Official s Final Plumbing: .,,"E . This permit shall be deemed abandoned and invalid unless the work au homed by this permit is commenced within sic-months°,f issuance. Rough Gas: h approved li`a i ri n h `a roved construction documents"for which this permit has been ranted. All work authorized by this permit shall conform tot a app o ed app c t o a d t e„ pp p g All construction,alterations and changes of use of any building and strtures shall be in compliance with the local zomng$by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road ano d shall be maintained open for�pubUc�ripectron for the entire duration of the work until the completion of the same. I R Electrical 4. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and,Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: . 1,Foundation or Footing -, Rough: „ -NR, 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" (as set forth in IVIGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building sna Post This Card So That it is`Uisi6le From the Street-Approved Flans IVlust•be''Retaired on Job and this Card Must be;Kep I sWAS&�� Posted Until Final*Inspection Has Been Made Where a Certificate of Occupancy is Required,such.Building shall Not be Occupied until a Final Inspection has been made _. ... _ . _ Permit Permit No. B-18-938 Applicant Name: DSBB REALTY DEVELOPMENT LLC Approvals Date Issued: 05/31/2018 Current Use: Structure Permit Type: Building-New Construction-1 or 2 family Expiration Date: 11/30/2018 Foundation:CoE2 2>i E- Residential Map/Lot: 194-026-004 Zoning District: RC Sheathing: 2 )"/14 Location: 56 CAP'N CROSBY ROAD,CENTERVILLE �� � Contractor Name: Framing: 1 11� Owner on Record: DSBB REALTY DEVELOPMENT LLC Contractor Lice'nse: ' Address-' 359 CAPTAIN LIJAHS RD Est. Project Cost: $250,000.00 9L Chimney: CENTERVILLE, MA 02632 Permit Fee: $ 1,400.00 i Insulation: P &J2.S)lq 4e-. Description: new single family home-5 bedroom finished basement _Fee Paid:1, $ 1,400.00 Project Review Req: Single family Home. Area above garage cannot be rented, Date: � 5/31/2018 Final: must be used in common with the hou'se.Owners letter in file. �. wl Plumbing/Gas Rough Plumbing: r Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall'be in compliance with the local zoning bydaws.and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. : r W Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and.Fire Officials areprovided on this;,permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Town of Barnstable Permit No: P-19-501 Building. Department TQ MAM ma '7e 639. . roc Ma�_> 200 Main Street Tel. (508) 862-4038 APPLICATION 'FOR PLUMBING PERMIT Permit No: P-19-501 Date Received: 4118/2019 Job Location: 56 CAP'N CROSBY ROAD, CENTERVILLE Occupany Type: Residential Home Owner's Name: PIMENTA, KESIA MARIA Phone: Home Owner's Address: 30 WELLESLEY CIRCLE, HYANNIS, MA 02601 Contractor's Name: GERCINO DEJESUS Phone: Contractor's Address: E-Mail FRAMINGHAM, MA 01702 State Lic. No: 28955 License Type: Apprentice Plumber Location Fixtures Number 1st Bathtub 1 1st Kitchen Sink' 1 1st . Lavatory 3 1st Shower Stall 1 1st Toilet 2 1st Washing Machine Connection 1 2nd Bathtub 1 2nd Dishwasher 1 2nd Lavatory 2 2nd Shower Stall 1 2nd Toilet 2 2nd Washing Machine Connection 1 2nd wetbar 1 3rd Dishwasher 1 Basement Dishwasher 1 Basement Kitchen Sink 1 Basement Lavatory 1 Basement Shower Stall 1 Basement Toilet 1 Basement Water Heater all Types 1 Work Description: 28 fixtures I have a current liabili insurance policy or its.substantial equivalent which meets the requirements of MGL Ch. 142. Yes If yes, Insurance Type: Bond If the licensee does not have insurance, then the Owners Waiver must be signed,and attached to this Permit Application. I hearby certify that all of the details and information I have submitted or entered regarding this application are true and accurate to the best of my knowlege and that all plumbing work and installations performed under the permit issued for this application will be in compliance with all Pertinent provision of hte Massachusetts Stae Plumbing Code Chapter 142 of the General Laws. Company Name: Town of Barnstable Permit No: P-19-501 ! M Building Department , 019. '°TfaMA<s 200 Main Street Tel. (508) 862-4038 APPLICATION FOR PLUMBING PERMIT Signed: GERCINO DEJESUS 4/18/2010 Agent Date Telephone No. 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. Estimated Construction Costs/Permit Fees ..... .. Total Project Cost: $0.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $328.00 4/18/2019 $328 00 Cash ................. .,........ ...... ......... Total Permit Fee Paid: $328.00 cAtA-iC„o { irnQ KESIA PIMENTA 5i CAPN COY RID,CGMWUX MA � .!(��4 Spray T&2MIM tiit teddre�. c �B9t villagespragfitam.ciam Phone (608)30-05T Rpgl tlpr�` tantsctiRMIMgesRragIbam-cmm _ 805139 459 South St.14YA NIS KA 02MI address &Ilcsarwd. „eWI Pk-rra Metto-(W8):3134324 �'? '• Olt Zt1e following Msetidon pTod,'uzu hasJhave bes�installed: !4, maiaWroveP0x8d,;iiW iic,,,Lrb3u( 3MIFseEarPwri S6WIadc9 f inra im!mr TITSMC ama RrFmPckIDC-315 �el t 7hermamal 5M Op2n Cal Standard Place Product. Depth Inches. ,..RV ar may..•..n. '�'-- _."�. wr +d w.»v yY+ w WWriw .,Sn w'�r -.;p,..may., M„�'i`++'M:� _-aF=iR ny i r.�wy+�.,i�pwAW ^_d+we-w �M'.9M.Y^"p-..M}. t�eyyt.gj' ' Attu Rscaf flp2= sn 1 pmxyf=o ! W o 12.8$ 43' ate V lls 0002-0pen tiel SproyFom Dz Slu dW%Va,x 0!p! 2Nd Rtoo) 411102-Open CeMI S,pleyFarm 26 km 21 Grr gt+HadseWdls 11D02-OfSenQr<15ppcyEarm 2)M m: 2V Geraga iwr9ls602-Op®n Cal SpmyFosm 5.53 21 - r xra0s Geifsag Q00Z-Open Cel qvm Foam 2K12 TM 3D J9fio# Clk7 f 8dnfrf9t14 R11121-Ti haffrW Fil*t R=13 Fra *s'-305 r~ 81ta ii�r4,rf ri3 9dtigt OB02-10pen SDI SpceyFai m c r�I, ?1 ZW..:rnra WMlli( ) 801-1:1mmdGall my.FGanir. 2X4 3.04. +21 Maid m kdl Rom wing. �1=1i hams!Fiber Rwtu131r�s�SiS 2fti D = 15 ' _ I (MrHaing C10DP��pRflCttlS�xegrFvaro � 23Ci� F;83 RrollnflVMYn sri oo;e1 002 710pitn Gill Spay Foam t3:53 Fireblacking • Cm1=Thgnrrdl FiberRvdsl3lnches3f05 r 2X4 '15 Med!Ir6®1%rjmWffs [ 1-Thgem61 Fkei Rr,asl a^IncRtes 3b4t5 ?XS - 15 A.i1cftof M®lr'&*M['ftM d cis r De315 AKlC O1 W-MosllneifapmrflaniubrsariortebmP&Amfaa*! 41Q rHA"4'K YOU FOR YOUR SUSINESSI r ncp Spcny Fue,a, r a &gn aw Pint P � F BUILDING DEFT• JUN L'7 2019 TOWN OF BARNS�fABLE \ r m \rsis,� e s�dS V � c 1 • 1 � � . . Town of Barnstable _ b d th Cad 5t be Ke �� . �l g ui n zAp,. Post This Card So That it is Visible From the Street -Approved Plans Must be`Retamed on Jo an = is Mu ?pt Y Posted Until.Final-In spection Has Been Madez` 3, >rxc� iWhere a Certificate of Occupancy is Required,such Building shall Not be Occapied until a.Final Inspection has been'made Permit �s __. - Pan � � _ _ .� �.w _ e. Permit NO. B-19-2613 Applicant Name: MARCOS DASILVA Approvals Date Issued: -09/03/2019 Current Use: Structure Permit Type: Building-Po.cil-Inground Expiration Date: 03/03/2020 Foundation: Co Location: 56 CAP'N CROSBY ROAD,CENTERVILLE Map/Lot: 194-026-004 _ Zoning District: RC Sheathing: Owner on Record: PIMENTA,XESIA MARIA, Contractor Na'-�,,MARCOS DASILVA Framing: 1 Address: 30 WELLESLEY CIRCLE Contractor License: 186520 2 HYANNIS, MA 02601 '& Est Project Cost: $30,000.00 Chimney: Description: INGROUND SWIMMING POOL 18'X36'VINYL LINER~HEATED POOL Permit Fee: $ 175.00 (_ I, € Insulation: FENCE DOOR ALARMS r - - It 4; Fee Paid:; $ 175.00 Project Review Req: Date* , 9/3/2019 - Final: .Plumbing/Gas Rough Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit s commenced within six months affer issuan iCia Final Plumbing: All work authorized by this permit shall conform to the approved appi cation and the�approved construction documents for which this 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. Rough Gas: This permitshall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. °' Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building.and-Fire.,Officials are'prmided on:this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.foundation or Footing Service: 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue'lining is installed y 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: f O Application Number... ....... ........................... ...... sAWMAIMA : BUILDING DEPT. 41 MAS& Permit Fee.......................................Other Fee........................ Total Fee Paid TOWN OF BARNSTABLE TOWN OF BARNSTABLE Permit Approval by:.. P on.. 3 l�t.......... BUILDING PERMIT o �1' Map........ . .................Parcel... ....................... APPLICATION Section 1 — Owner's Information and Project Location Project Address- 54 C4.F N Czao 5Vj�j A'4. Village GgNT-F,2V1V16-- Owners Name. Owners Legal Address City w. - State Zip i Owners Cell# E-mail ' Section 2 -Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑: Single/Two Family Dwelling F 6 Section 3 — ape of Permit ❑ New Construction ❑ Move/Relocate '❑ Accessory Structure ❑ Change of use r ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm 6 Rebuild ❑ Deck Apartment Sprinkler System. ❑ Addition ❑ Retaining wall ❑ Solar ❑' Renovation ® Pool ❑ Insulation Other—Specify Section 4 - Work Description • !�/yeevND ulimmw PO 18 X 3 6 ViAJ d Last updated: 11/15/2018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction 30.°oo Square Footage of Project � g. Age of Structure Dig Safe Number #Of Bedrooms Existing Total#Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method MA Checklist WFCM Checklist Design Section 6 Project Specifics El Wiring Jt Oil'I'a Storage, WE]. Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ;mob Public Private Sewage Disposal ❑ Municipal ® On Site' Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: F w• A U R-S D ) I am using a crane ❑ Yes 4 No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes E No N Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. i Total Frontage Percentage of Lot Coverage #of Dwelling Units(on site) Setbacks Front Yard Required Proposed Rear Yard ", Regwred 6 ' � aPro`posed'@;;c`'} IC Side Yazd Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 Application Number........................................... w Section 9-Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responses under the rules and regulations for Licensed Construction Supervisor in accordance with 7S0 ibiliti CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license:w� � Signature ' " = Date `" , ;�. s� i �; . ,.Sect on 10~-Hgm,e:lmp. ovement Contractor--; Name J�+ pr(L(pS '�5 t UN, Telephone Number JO$ - a q 6 ^ 0� ci 7 Address_ ). City Y�JA�IVI State Zip 93z (0 o l Registration Number 9 ZO Expiration Date '(� '2-1 I Zd 7,0 I understand my responsbilities under the rules and regulations for Nome Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation re ' e by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Og l Z - 1 !17 Section 11 —Home Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance.with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,,specific inspections and documentation required by 780 CMR and the Town of Barnstable. i Signature Date APPLICANT SIGNATURE Signature Date Print Name �R-SAS 'W,--�Mpr Telephone Number 5 0 E-mail permit to: AMRC%VS 21 QniATMA�L.Gong Last updated: 11/15/2018 Section 12='Department Sign-Offs Health Department ❑ Zoning Board(if required) El Historic District ❑ Site Plan Review(if required) f ` Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire,department for approval Section 13— Owner's Authorization as Owner of the subject property hereby authorize . Mates -bd Si UAr to act on my behalf, in all matters relative to work.authorized by this.building permit application for: 5G 8 C.tiNtyC\i►1 W MA F� b o i Zr IA ddress of job) ������ a\� . U l'r �: � ry Si afore of Owner .� � ; Si a rye n 0171.7 Print Name ly f i tr`vf7 t e _ - � � r\9�aY fl t�(.a„�t �;{4 �.,. �i 6 s.�..ro-.'{ •P�f 11/15/2018 Last updated. 3 Office of Consumer Affairs and Business Regulation 1000 Washingtpn Street- Suite 710 Boston, Ma6gkhusetts 02118 Home Improvemer �o`r��tractor Registration h4 1 ` Type: Individual Registration: 186520 MARCOS DASILVA z 141 WAYLAND RD $ 2 3 tti sy Expiration: 11/27/2020 HYANNIS,MA 02601u `e'r SCA t CS 20M-05/17 Update Address and Return Card. Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR Registration valid for individual use only TYK'4ndMdual before the expiration date. If found return to: ReaistrjtL'r'i°_=r Expiration Office of Consumer Affairs and Business Regulation :•t8�5F r,11/27/2020 1000 Washington Street-Suite 710 Boston,MA 02118 MARCOS DASII1}A.: MARCOS DASIWAti ~ _ 141 WAYLAND HYANNIS,MA 02601 Undersecretary Not valid without signature �Y � ,, �� � �'�'+ ! j �� . .;1�f;;.r. � �r�t • � a ♦ � 1;4 .,�_i 1_fir.. r �.�,,:. 0.h s4 1? I� /�• �•� The Commonwealth of Massachusetts Department of IndustrialAccidents -_ Office of Investigations 600 Washington Street - Boston,3M 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit:Builders/Contractors/Electricians/P lumbers . - A licant Information Please Print Legibly Name(Business/Organization/Individual): Address: lfti' l- 7 City/State/Zip: ¢hJN'S (�Z BOO Phone#: 5 0,8' � O Are you an employer?Check the appropriate box ;Type of project(required): I.❑ I am a employer with 4. ❑ I am a general contractor and I' employees(full and/or part-time). * have hired the sub-contractors 6...❑New construction 2:(g I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, [:]Demolition working for mein any capacity. employees and have workers' 9: ❑Building addition [No workers'comp.insurance comp-.insurance.# required.];, 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 3.❑ I am a homeowner doing all work 11.❑Plumbing repairs or additions - right of exemption per MGL. myself [No workers comp. p P 12.❑Roof repairs 152. , 1(4),and we have no insurance required.]t c § :13.❑Other employees: [No workers' comp.insurance required.)' *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information t Homeowners who submit this affidavit indicating they are doing all work and then hue outside-contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have - employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am.an employer that is providing workers',compensation insurance for irry employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic,#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). ' Failure to secure coverage as required under Section 25A of MGL c.152 can lead to the imposition of criminal penalties of a ` fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this,statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification.: I do hereby jy under the pains and penalties of perjury that the information provided above is true and correct Signature: Date: Phone#: s Og - a L(o 0(0 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3:City7own Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#:. Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee,is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as."an individual;partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,-employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance;construction or repair.work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of'a license or per'nit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C( )states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority" Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary;supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions,regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or `E town)."A copy of the affidavit that has been officially stamped'or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a homeowner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's-address,telephone and fax number: i ' The Commonwealth of Massachusetts Department of Industrial Accidents Office of InvestigatiGns• 600 Washington Street f Boston,MA 42111 - Tel.#617-727-44QQ ext 406 or 1-877-MASSAFE e Fax#617-727-7749 Revised 4-24-07 . . www,m=.gov/dia t _ Town of Barnstable 11Cllil Post This Card So That it is<Vis�bleFrom the Street Approved Plans Must be Retamed�on Job and this Card Must',be Kept a �rartirweu, M" Posted�Until Final Inspect on HaS Been Made b Permit 1b}94 R ss as 3, < x €. ;' .: 4 " ni : . Via ..: ,, r `• Where a Cerfiifcate ® cupa cy4is Required,such Bwldmg shall>Not be Occup�edntil aF allnspec�tiohas been made Permit No. B-19-2063 Applicant Name: PIMENTA, KESIA MARIA Approvals Date Issued: 06/28/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 12/28/2019 Foundation: Location: 56 CAP'N CROSBY ROAD,CENTERVILLE Map/Lot: 194-026-004 Zoning District: RC Sheathing: Owner on Record: PIMENTA, KESIA MARIA F Contractor,Name Framing: 1 �; , Address: 30 WELLESLEY CIRCLE ( Contractor License; 3 2 Est Project Cost: $ 1,800.00 HYANNIS, MA 02601 Chimney: y: Description: adding roof over entry way Permit Fee: $85.00 Insulation: x Fee Pald .-` $85.00 Project Review Req: Date 6/28/2019 Final: � Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed'by this permit is commenced within six months afterissuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures sFiall=be in compliance with the local zoning,by- ws and codes. This permit shall be displayed in a location clearly visible from access street'or road and shall be maintained open for public mspectiori for the entire duration of the Final Gas: work until the completion of the same. k ' x ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures Off bythe Building and Fire icials are provided onthis permit. Minimum of Five Call Inspections Required for All Construction Work: �? Service: 1.Foundation or Footing �K - Rough: 2.Sheathing Inspection J g 3.All Fireplaces must be inspected at the throat level before firest flue lining is)nstalled 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: py Application .... Number-A.—Y-F..... .... .3.............. ...... .. .. .. ...... MASS. Permit Fee............. ...............Other .................. 039. TotalFee Paid................................................................ .. TOWN OF BARNST .... A4Eon...6, ............ 0 ................... BUILDING PV& Permit Approval by....T Map...... .....................Parcel..... .................. ........ APPLICATION Section 1 — Owner's Information and Project Location (5tV Project Address- 54 rnpin CPoE;-L v PA village Owners Name--Lbt 0L Owners Legal Address City. - Co.0 AR.y ki 1 State MA Zip Owners Cell# K09 Z 16 7� 11 E-mail elp-GI a\j I y,o Q- GYYNa i r nno Section 2 —Use of Structure Use Group_ ❑ Commercial Structure over 35,006 cubic feet ❑ Commercial Structure under 35,000 cubic feet ❑ Single Two Family Dwelling Section 3 —Type of Permit ❑ New Construction ❑ Move/Relocate [-] Accessory Structure Change of use El Demo/(entire structure) 0 Finish Basement El Family/Amnesty 0 Fire Alarm Rebuild 0 Deck Apartment Sprinkler System E, ddition ❑ Retaining wall Solar. El Renovation ❑ pool El Insulation Other—Specify Section, 4 - Work Description r? cyen VnQQ a gy e'nbal kk all Last undated: I 1/15/2018 i i Application Number.................................................... Section 5—Detail =d {, Cost of Proposed Construction ,�� 0�0.00 Square Footage,of Projects r Age of Structure Dig Safe Number ' # Of Bedrooms Existing Total#Of Bedrooms (proposed)].. 110 MPH Wind Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design i Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas ❑ Fire Suppression 1 ❑ Heating System ❑ Masonry Chimney ❑ Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ .Municipal ❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No i. Section 7=Flood Zone Flood Zone Designation j Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last updated: 11/15/2018 Application Number........................................... Section 9- Construction Supervisor Name Telephone Number g Address City State Zip' License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date 1 Section 10—Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date i I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction'inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C..: Signature Date , Section 11 —Home Owners License Exemption Home Owners Name: Q51 a 91 m e►l of k. } Telephone Number Cell or Work NumberO�R 5 L1'I I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature �i�Cn6 Date M12,09 APPLICANT SIGNATURE 17 SignAture Date 06�2 L Pruit Name K,Q;,S1 a I 1 TV' ,e n-T O1 Telephone Number 5N 1�1 rj E-`mail permit to: ko6jav l`(0 0 email . COrn v Last updated: 11/15/2018 Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) Historic District ❑ Site Plan Review(if required) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire department for approvaG Section 13— Owner's Authorization I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of j ob) Signature of Owner date Print Name . i Last updated: 11/15/2018 j _9 ACOIR0� CERTIFICATE OF LIABILITY I DATE(MMIDDNYYY) INSURANCE' D3129119 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 policypes)must have ADDITIONAL-INSURED provisions or be endorsed. If SUBROGATION IS WAIVED;subject;to the.terms and conditions of the policy,certaln.poiicles:may require, an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: JIM HINDMAN Schlegel 8 Schlegel Ins Broker PHONE 688-771-8381 Arc No, 60i3-771 0863 34 Main Street` West Yarmouth,MA02673 ADDREss: schlegellnsurance(OgmalLcom INSURER(S)AFFORDING COVERAGE NAIC'k iNSURER:A.: NGM INSURANCE COMPANY 14788 INSURED INsuRER e: ACADIA LIMARINO CARPENTRY INC 48 WARWICK WAY INSURERC; PROGRESSIVE CENTERVILLE,MA 02632 INSURER o:. _.. INSURER E.i INSURER F i COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW.HAVE BEEN ISSUED'TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR:CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO`WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSU RANGE 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. Tw LTR TYPE OF INSURANCE. POLICY EFF POLICY NUMBER MM/OD/YYYY MM/0D _ LIMITS. x COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000;000 CLAIMS-MADE l^I OCCUR PREMISES Ea.00cue nce) 500;000 MED.EXP.(Any one oersonIi $ 10,00,0 A Y Y MPPOS63F 12/13/18:: 12/13/19 PERSONAL&ADV INJURY $ _11000;000. GENL AGGREGATE LIMIT APPLIES PER: GENERALAGGREGATE $ 2,000,DOO POLICY,O PRO- a JECT LOC PRODUCTS-COMPiOPAGG $ 2,000;000 R:OTHE . . - - AUTOMOBILE LIABILITY Ea ecGdeD t MIT' $ ... •ANYAUTOY(Perparson) $ BODILY INJURY 300,000 C. AUTOS SCHEDULED Y Y 08324087 11/15118 11/1.5M9 SOOILYINJURY(Poraccident) $ OWNS ONLY AUTOS'. -- HIRED. . NON-OV*ED _ ;a._.. 10Qi000 AUTOS ONLY AUTOS°ONLY P eOaE�R YDAMAGE mare _ $ 100,000: UMBRELLA LIAB OCCUR _:... EXCESS L1As [CLAIMS-MADE . EACH OCCURRENCE $ 'AGGREGATE ` $ DED:. RETENTION$ $ - ... s.. WORKERS COMPENSATION r. AND EMPLOYERS'LIABILITY S LITE:TATERH ANY PROPRIETOR/PARTNER/EXECUTIVE Y!N B OFFICER/MEMBER EXCLUDED? N .N/A 'Y MAARP303379 O6/19/18. 06/19/19 E L:EACH ACCIDENT $ 600,000 (MandetoryIn NH) If es,describe under EMPLOYEE $ 600,000 Y E.L.DISEASE EA DESCRIPTION OF OPERATIONS bela4 E.l DISEASE POLICY UMIT $ 500,000 DESCRIPTION OF OPERATONS l LOCATIONS 1 VEHICLES(ACORD 101,Additional Roinarke schedule;may be attached It more apace is roquired) CERTIFICATE HOLDER. CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED:BEFORE " THE EXPIRATION DATE THEREOF,'.NOTICE WILL BE DELIVERED.IN Kesia Pimenta ' ' ACCORDANCE WITH THE POLICY PROVISIONS.. 56 Capt Crosby Rd Centerville,MA 02632 AUTHORIZED REPRESENTATIVE 0198872015 ACORD CORPORATION.All rights reserved. ACORD 26(1016/03) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of IndustridAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia _ Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Orgmn zWon/Individual): I Ok 1'n 1 YY1L1 & Address: J� Ih co oSk City/State/Zip: Phone#: 24 44 Are you an employer?Check the appropriate box: Type of project(required): 4. I am a general contractor and I' P .J � e9 � 1.❑ I am a employer with- g 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' 9. El Building addition [No workers'comp.insurance Comp.insarrance,t . ' 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 1 L[I Plumbing repairs or additions myself[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. tContractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'-compensation insurance for my employees. Below is the policy and job site information. , Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do erieby ceWA under thepains andpenalties ofperjury that the information provided above is true and correct: Sr Date. o J�Ll i� QJ hone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"...every person id the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permWlicense number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would hike to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 021.11 Tel.#617-727-4900 ext 406 or 1-877-MASSAM Revised 4-24-07 Fax#617-727-7749 www.maw.gov/dia SYSTEM PROFILE NOTES LEGEND 1' SYSTEM DESIGN: u� \-- SYST AM. ,,. xD .'I`r iNue.*iW.rvw ivc.'r�, ' D. ,o ' a M°' '.,... ,..,,. GARAGE MSPCSR p5 NOl OLEO [e (CWxTS NxAPR -r.—.T FlxSXEo T f°Po!Ex° L .'\"! Sa.i. m ame eam.m mr r�� u w n rua movosro wttul twli I� - 1 �� i }9GN FLCm 8 BEta0W5 O t,0 GPO�6B0 GP �J �� � ¢�m S� x u.or na ubE A 660 GPO ROw w�u P:`• / "\ NR.FAwtr APT -2 couaAawENr sFPaC TANN I RED.� ��� ['�'',�,hl �• (1• r., ,Sr COMP SEPRC TMlF.660 GPO((1)a,3z0 GAL x COMP.SEP11C 1/SM'66U CPO 660 GAL.LL U W Ti}yyy"'� me Y A x500 GAL W,L COMPAaIMEx, Pllf.iuN `J7{t` '•�IR �t(nWm N� �( ner- tEAGwxc tSr eOM c o K. >a (� rR•Q1 r vwra ran,uI aw.xrt nxx a.,.n oT,u _� SGEs x(sDs.o261 (.TI raD �a I r9. 6�r mx ssrrr ss,W nswr3 01 c9N.s..uo bTs .<,w M.n DRK .w PnPKP mIK a,anxrrc. wre..m e:ro ` 'a"".,> wr.n,m..m ~�` Bo OY 5 26 ( ) S^FD �_ O oawauwevww,vn oawc.m•,arr 91=A%er, C2.va0 4 1 a Dan) •iid IN6TALL SiUi'hear 0 FW M 9v' a,.cra,.�rtul um coon L�OCc^G5 Or :0.41 VOLNICS w tFADo!u vTAM:ERS(VLE tli COl•LL) x tox— —5EFi1=Wa— ,e —D box—_t f,�Rr I o�,r.�0 em au:aPasnec�ws}�iAvnlRs ::AHG SEWCR Wf,E13 AN0 M)H i SrOHC AT EMS NND AT SdDES r'�D— POP—OF PRIOR TO:NS,Awxc MY - •ME Ixs7Aurn 5xbu VERIY THE Lou�DXs OF Au LOCUS MAP R—OF SEPOC b 1 UIU—AND ALL UUIµWI:bEw(R 0-1 AHD 1EM a O'KALE Pg10R TO INIIALUXG PORTION OF SLP11C 5AII .x0.mx:w nr erzcna_En LO I TE P A MAP,9 -♦,F��i aLLxTM ♦PAFOEL zE ,i gmmt xoxm uePnw mrC..Mt[r¢rtnc lCT L.x 30p(b10 Pi.Jr APPRovEn DnTF mARn a xas w.,.« ZONING SUMMARY —1-1°S l..RC RCAOEx L 0`51RILi' y RPW Ox 11 DISM-01(2 AC., 5zE S , ADn' .LOT FNW:AGL !0' •t ! ECTFACi: z1Y tW nOcr:MtP x n.wDlw.'A�r wti,nFr Sri[msto x u:wrnc uW`i0f SETeAx IOD. __—__.._..._. :... '. ...... ... uAx.flWI.WrIG XxIGXT ,... .. .._ .... _ \ — ._. . ......... °'Os DslXxasi FAM cHO.E%M -26?7' / ax Cap?) Crosby Road o*ANO ed22�— 40 Wide PriaRe Po BA:A DAOGwE x.0 ADP Lf ) fYde);. .Db bxs T �•c ... . 1.'.�i ,.�` .,_- ...... .......... .. - HOLE LOGS 5�E 9 ND�1°«`:TED U,Xr.LsaARR6:rDr.E - o,�rF:EUIa TEST HO .. ` E. A > .. WTL J1'n\ < \ nN A55 1_j E, ! u v _- y. \1 \ LS e . .............. v 0' N' Iv 1>0 z' rb'TVa ]9.5 2C• r V. 19.3' t ) ,. ., r• _ R$�tfAL FY Ifira.IP / R \) 9 is \\ 6 4Yw W 1ri \\ \ Q. \\\\� 1 ' I36' JE9_5Y5E• 590'180'L_ P60't60• 6..y • O \�\ x0 CRWNVNAIEREXCONrtEREO NO DaW:CWA[FP ENCOUN'f.RO \ r•`�I i u59�RA AEZMMENrucTITLE 5 SITE PLAIN / J 7 D s9 c.vr u_ws R-0 OF Lori oze.76 56 CAP>N CROSBY ROAD Sf.7.073Au 3?ryµYSRNE � SF.�79.5 `��;�A CENTERVILLE, MA PREPn ED FOR n KESIA PIMENTA `•. - DATE J 16 zD)8 �'..`'• /we eapr rerannel Tee. 'J, � �✓ �P �w. 6 p acre DANIEL..wAu.P.E P.L sr lZ�6?g78-007� �� .. raRuwr..varr o:c,s %> >; ........... ...........---' — --- .......-' - - __.......... .............. -..—.. nw put l��IIIl 3I®s pry �w al All� I - i Mi A i r i �` � \ ®r �' i � � -- , I . .� A -�, _._14 i - �, _ `+! a y 7= 1 .�:�T _. _ .. �uV rw� •r I 1 Jr log 14 k r odd �-On �0rf) ve-,r v i re YY1o.�er i a� s a2 x 30 PT Play wood BUILDING DEPT. � JUN 242019 TOWN OF ggRNSTABLE i 1 y Liberty The Ohio Casualty Insurance Company Mutual® 62 Maple Avenue, Keene, New Hampshire 03431 SURETY BOND Bond.#601132857 KNOW ALL MEN BY THESE PRESENTS: That we Kesia Pimenta 30 Wellesley Cricle Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top line]and Address[bottom linel of Principal) (hereinafter called the Principal)as Principal,and, The Ohio Casualty Insurance Company with principal offices at Keene,New Hampshire(hereinafter called the Surety)as Surety,are held and firmly bound unto Town of Barnstable 200 Main Street Hyannis MA 02601 Street Address City State ZIP Code (Full Name[top line]and Address[bottom linel of Obligee) (hereinafter called the Obligee),in the penal sum of One thousand nine hundred and five dollars and sixty cents (Dollars)$ 1,905.60 for the'payment of which well and truly to made, we do hereby bind ourselves, our heirs. executors, administrators, successors and assigns,jointly and severally,firmly by these presents. WHEREAS,the Principal has made or is about to make application to the Obligee for a License to Construct single family home at 56 Capn Crosby Road Centerville MA 02632-476.4'frontage for a term beginning on 5/1/18 and ending on*5/1/19 (*strike out if license or permit is for an indefinite term) NOW, THEREFORE, if the Principal shall indemnify the Obligee against any loss directly arising by reason of failure of said Principal to comply with the laws or ordinances under which said license or permit is granted, or any lawful rules or regulations pertaining thereto,then this obligation shall be void;otherwise to remain in full force and effect. PROVIDED,HOWEVER,AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1. This bond shall be and remain in full force during the term of said license or permit unless canceled in accordance with paragraph 2 below;but if said license or permit was issued for a specific term,and is renewed for one or more specific terms,this bond will be extended to cover such additional term(s) upon the execution by the Surety of a Continuation Certificate, provided such certificate is acceptable to the Obligee. In no event , however, shall the liability of the Surety be cumulative from year to year or from period to period,nor exceed the penal sum written in this first paragraph of this bond. 2. The Surety shall have the right to terminate its liability by notifying the Obligee in writing ten (10) days in advance of its intention to do so. SIGNED, SEALED AND DATED 1412J1+" Kesia Pimenta : BY Yl LL � I )')'1Pi I The Ohio Casualty Insurance Company By: S-3853 License or Permit Bond (Unnumbered) Liberty Report of Bond Mutual® Commercial SURETY The Ohio Casualty Insurance Company Agency: 200226 Bond Number:6011 32857 DOWLING&O'NEIL INSURANCE AGENCY Hyannis Massachusetts Principal: Obligee: Name: Kesia Pimenta Name: Town of Barnstable Street: Street: City: Hyannis City: Hyannis State: Massachusetts Zip: 02601 State: Massachusetts Zip:02601 Account Name: Authorized By: Authorized Date: Bond Amounts Premium: $ Bond Amount: $ 1,905.60 Special Commission: Co-Surety: Co-Surety:% (If regular commission leave blank) Co-Surety Name: Bill to: Agency Bond Term Effective Date: Renewal Method: Expiration Date: Renewal Term: (in months) Bond Details Risk State: Class Code: Bond Description: Construct single family home at 56 Capn Crosby Road Centerville MA 02632-476.4'frontage Remarks Execution Date: 04/02/2018 BESTReportOfBond User: EMONTGOM POWER OF ATTORNEY The Ohio Casualty Insurance Company Bond Number:601132857 Principal:Kesia Pimenta Agency Name:DOWLING&O NEIL INSURANCE AGENCY Obligee:Town of Barnstable Agent Code:200226 Know All Men by These Presents:That The Ohio Casualty Insurance Company,pursuant to the authority granted by Article IV,Section 12 of the Code of Regulations and By-Laws of The Ohio Casualty Insurance Company,do hereby nominate,constitute and appoint: Constance Boulos;Emily Montgomery;Joanne R. Sullivan;Kelly C.Bolton; Mark McCartin; Martha A. Kenney; Nancy Soule; Robert W. Miller; Tina Boulos of Hyannis, Massachusetts its true and lawful agent(s) and attomey(ies)-in-fact,to make, execute,seal and deliver for and on its behalf as surety,and as its act and deed any and all BONDS,UNDERTAKINGS,and RECOGNIZANCES,excluding,however,any bond (s)or undertaking(s)guaranteeing the payment of notes and interest thereon. And the execution of such bonds or undertakings in pursuance of these presents;shall be as binding upon said Company,as fully and amply,to all intents and purposes,as if they had been duly executed and acknowledged by the regularly elected officers of said Company at their administrative offices in Keene,New Hampshire,in their own proper persons.The authority granted hereunder supersedes any previous authority heretofore granted the above named attomey(ies)-in-fact. In WITNESS WHEREOF,the undersigned officer of the said The Ohio Casualty Insurance Company has hereunto subscribed his name and affixed the Corporate Seal of said Company this 26th day of September,2016, �SY INS& hJ°oaPORgr ar g Z 1919 W 0 O hA PSa\�Dys $y1 M 1ta� David M.Carey,Assistant Secretary STATE OF PENNSYLVANIA COUNTY OF MONTGOMERY On this 26th day of September,2016 before the subscriber,a Notary Public of the State of Pennsylvania,in and for the County of Montgomery,duly commissioned and qualified, came David M.Carey,Assistant Secretary of The Ohio Casualty Insurance Company,to me personally known to be the individual and officer described in,and who executed the preceding instrument,and he acknowledged the execution of the same,and being by me duly sworn deposes and says that he is the officer of the Company aforesaid,and that the seal affixed to the preceding instrument is the Corporate Seal of said Company,and the said Corporate Seal and his signature as officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corporation. IN TESTIMONY WHEREOF, 1 have hereunto set my hand and affixed my Official Seal at the City of King of Prussia, State of Pennsylvania,the day and year first above written. 9P PAgr COMMONWEALTH OF PENNSYLVANIA tiQUO�M e�i y Notarial Seal OF Teresa Pastella,Notary Public Upper MerionTwp.,Montgomery County lu'& ZNSYL4P0 My Commission Expires March 28,2021 Notary Public in and for County of Montgomery,State of Pennsylvania °TgRY p�� Member,Pennsylvania Association of Notaries My Commission expires March 28,2021 This power of attorney is granted under and by authority of Article IV,Section 12 of the By-Laws of The Ohio Casualty Insurance Company,extracts from which read: ARTICLE IV-Officers:Section 12.Power of Attorney. Any officer or other official of the Corporation authorized for that purpose in writing by the Chairman or the President,and subject to such limitation as the Chairman or President may prescribe,shall appoint such attomeys-in-fact,as may be necessary to actin behalf of the Corporation to make,execute,seal,acknowledge and deliver as surety any and all undertakings,bond,recognizances and other surety obligations. Such attomeys-in-fact,subject to the limitations set forth in their respective powers of attomey,shall have full power to bind the Corporation by their signature and execution of any such instruments and to attach thereto the seal of the Corporation. When so executed,such instruments shall be as binding as if signed by the President and attested to by the Secretary. Any power or authority granted to any representative or attorney-in-fact under the provisions of this article may be revoked at any time by the Board,the Chairman,the President or by the officer or officers granting such power or authority. This certificate and the above power of attorney may be signed by facsimile or mechanically reproduced signatures under and by authority of the following vote of the board of directors of The Ohio Casualty Insurance Company effective on the 15th day of February,2011: VOTED that the facsimile or mechanically reproduced signature of any assistant secretary of the company,wherever appearing upon a certified copy of any power of attomey issued by the company in connection with surety bonds,shall be valid and binding upon the company with the same force and effect as though manually affixed. CERTIFICATE I,the undersigned Assistant Secretary of The Ohio Casualty Insurance Company,do hereby certify that the foregoing power of attorney,the referenced By-Laws of the Company and the above resolution of their Board of Directors are true and correct copies and are in full force and effect on this date. IN WITNESS WHEREOF,I have hereunto set my hand and the seal of the Company this day of 2G 1 b oY fto U 2 RciAMP Renee C.Llewellyn,Assistant Secretary .......1 . . .� � . .. INE Appli ,' Number.. ... .. .. ....... BARNSTwsr A P „�• �/ �....... . Other Fee......................... MA89. 03 A1� �Ep Total Fee Paid.... _ ......... .... ..... TOWNOF.BARNSTABLE Pew Approval by.................................On..... . .............,. BUILDING PERAHT °i.`I ........... arcet........ APPLICATION Section 1 —Owner's Information and Project Location Project Address �2c.o 00056 Village c,V-A- ,A l Owners Name_ 4�P ►� �`�rn v�1 Owners Legal Address 30 City y&VAy1d s State 1( Zip o dk O 1 Owners Cell# 508- S15'' 17LI I E-mail 'Cc,vico Section 2-Use of Structare Use Group Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3 —Type of Permit New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment © Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar 01J/L1)l/VGDp ❑ Renovation ❑ Pool 0 hoilation ..APRON ?. . 7 Other—Specify niA A.� �' S Work Y ��� �� T, Section 4 -W P Mw �!s%,n! alp FcYY 140n-�Q i r t) FzhiSing� � SC'w1i?►�l Tact madated:7J9201 s i ApplicationNumber.................................................... Section 5—Detail Cost of Proposed Contraction-5 2 0 K Square Footage of Project 5,11 q Age of Structure W 1l Dig Safe Number # Of Bedrooms Existing A//4 Total# Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method. Q MA Checklist❑ WFCM Checklist Design Section 6—Project Specifics 0 Wiring [] Oil Tank Storage ¢[�Smoke Detectors [�Plumbing [De Gas ❑ Fire Suppression LJ Heating System El masonry Chimney ❑Add/relocate bedroom Water Supply ® Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ffNo Section 7=Flood Zone Flood Zone.Designation Within or adjacent`to a wetland, coastal bank? Yes ❑ No 15 Section 8—Zoning Information Zoning District Proposed Use -1e Favw, !,N wJ Lot Area Sq.Ft. 2zfjc- rr�—A%cpt over cb0caq Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required 10 Proposed Rear Yard Required t Proposed 13 Side Yard Required 1 o' Proposed 1-1 Has this property had relief from the Zoning Board in the past? ❑ Yes No Last undated:2J92018 Application Number........................................... Section 9 .Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell# I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license.r. f . t71 f ; Signature a 'Date z Section`10=`Home Improvement Contractor., �• ti Name Telephone Number { Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your IUC... Signature Date Section 11-Home Owners.License Exemption 4 Home Owners Name: E, - Telephone Number 6 J$�6 j 4 1 Cell or Work Number to 4 Cj 14 11 p: I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 k CUR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. a Signature I Yl Date � Z APPLICANT SIGNATURE Signature Date 1$ Print Name { 651A MAR M QAU A p 11N,G Telephone Number. 50g o0 i I L/l 1 1 E-mail permit to: P� T...A.....i..a-.i.ntnnni 0 Section 12-Department Sign-Offs Health Department © Zoning Board(if required) Historic District, ❑ Site Plan Review(if required) Fire Department ❑ Conservation ❑ For commercid.work,please take your plans directly to the fire department for approval Own Section 13 Authorization - .—Owner's as Owner of the-subject property hereby authorize �eg 10, 0i rr e r 0. to act on my behal f in all matters relative to work authorized by this building permit application for: a Coos OII (Address of job)il rht/)III Si ature of Owner date ff L C� Ma of( cue ryn2n 10� J l Print Name { I .' Last wawa:219/2018 The Commonwealth of Massachusetts Department of Industrial Accidents -- --- Office of Investigations.600 Washington Street - _ Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Ke 510. Address: I(� City/State/Zip: liYanM5. M Yl - 0 a 601 Phone# n8 3 6 z/- 9 0 Are you an employer?Check the appropriate bog: Type of project(required): 1.[] I am a employer with - 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ErNew construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling These sub-contractors have slip and have no employees 8. ❑Demolition working for me in any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance.:. required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.VI am a homeowner doing all work officers have exercised their 1 L❑Plumbing repairs or additions myself, [No workers' comp. right of exemption per MGL 12.[] Roof repairs insurance required.]t c. 152,§1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that isproviding workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self-ins.Lie.#: Expiration Date: Job Site Address: City/State/Zip: , Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of'a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. - I do hereby certi under thepains and penalties ofperjury that the information provided above is'tru(e and correct Si K-1 afore: O� Dater 0 J Phone#: Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C( )states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance_ p p requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to cant'workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents, Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below, Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials i y Department has provided a ace at the bottom Please be sure that the affidavit is complete and printed legibly. Thep p space of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant, Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has.been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would lice to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,'telephoue and fax number: The Commonwealth of Massachusetts Department of Industrial.Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel..#617-727-4900 ext 406 or 1-877-MASSAFE Fax##617-727-7749 Revised 4-24-07 . vww.mass.gav/dia r Affidavit of Substantial Financial Interest I, LGI C C YYLQ,V-JO. of on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map '9r1 , Parcel The address of the property is 2. 1 have KO % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within the last twelve months from today's date,which is 0 ,the following individuals or entities have had a 1%or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months,from today's date, which is_0 1 have had a 1%or greater legal. or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted Q building permit applications for property in which I have a 1%or greater legal or equitable interest. r 6. Within the last ten days, I have submitted Q building permit applications for property in which l have a 1%or greater legal or equitable interest. 7. Within this month, I have submitted Q building permit applications for property in which I have a . 1%legal or equitable interest. S. Within this month, I have received Q building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this day of �'Y)anC��201%. -Commonwealth of Massachusetts Sheet Metal Permit Map Parcel_____ � ,9s Date: S I Z J 19 MAY 17 2019 Permit# Estimated Job Cost: $ Permit Fee: $ NRNS►BLE Plans Submitted: YES NO Plans Reviewed: YES NO Business License# 3 5 Applicant License# 3 Business Information: Property Owner/Job Location Information: Name: Paul ���s`��� Name: I��5 i a � %m Q,n V o�. Street: S I I E.Z Lant Street: C0l ` I T 113 t3' Ci /Town: �M OUW P D 21 City/Town: C.tY1 t Q-17-.0% LQ1_ Telephone: 5 0 � 5 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES NO Staff Initial J-1/iD-1unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft./2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept.Approval Institutional_ Other ` Square Footage: under 10,000 sq. ft. ✓ over 10,000 sq. ft. Number of Stories: f Sheet metal work to be completed: New Work: V Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing I Provide detailed description of work to be done: s -LL r Q 42_n0_.(_e," ay)A R/() OA �� n f�tuvvLlk n(s, I c--C) c LoO R— r„a0 Town of Barnstable Building . .. AM Post T,h�sCard So That,�t is Visible From the Street Approved;PlansMust:be Retained on!ob and this Gard Must'be Kept enrri+ssrwc Posted Until Fina 'spection Has Been Made °r E Perm° r Where a Ceificate of Oc�upancyrs Required;such Buldng shall Not be VOccuped unti#a Final Ins pectionhas been made w' Permit NO. B-19-1655 Applicant Name: Peter Hassett Approvals Date Issued: 05/20/2019 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 11/20/2019 Foundation: Location: 56 CAP'N CROSBY ROAD,CENTERVILLE Map/Loth 194-0.26-004 Zoning District: RC Sheathing: . a Owner on Record: PIMENTA, KESIA MARIA Contracto r Name ;.:.Peter J Hassett Framing: 1 - 'E ; Address: 30 WELLESLEY CIRCLE ; Contractor License. 3�111 2 _ 'HYANNIS, MA 02601 - Est Protect Cost: $30,000.00 Chimney: Description: Install Furnance and A/C at Basement Supplying 1st3Floor Permit Fee $85.00 - Insulation: Install Furnance and A/C on Second Floor Supplying 2Floor Femme Paid:. $85.00 � . Project Review Req: Date r 5/20/2019 Final: �' crn Plumbin Gas ' Rough Plumbing: Iluln Du This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sb mfficial onths after issuan Final Plumbing: , : All work authorized by this permit shall conform to the approved application andhe t approved construction documents for whicFithis permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmg'by lauus and codes. Rough Gas: �� This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ' Final Gas: The Certificate of Occupancy will not be issued until all applicable signa"tu,re�by the Budding and.Fire Officials are provided on t IS permit. Electrical Minimum of Five Call Inspections Required for All Construction Work z . 1.Foundation or Footing Service: 2.Sheathing Inspections < Rough: 3.All Fireplaces must be inspected at the throat level before firest flue,lnmgs installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Final: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: 1 F I INSURANCE COVERAGE: 1 have a current Ila§31ibt insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes❑ No ❑ i ! If you have checked YjM indicate the type of coverage by checking the appropriate box below: { A liability insurance policy Other type of indemnity ❑ Bond ❑ 1 OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. i +� Check One Only I Owner Agent. D i Signature of Owner or Owne s Agent I t t • By checking this boxO,I hereby certify that all of the details and information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and Installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. 1 Duct inspection required prior to insulation installation:YES NO w Frogress Inspections Date Comments Figal IlnSpectim Date Comments T e of License: 3y Master ode ©Master-Restricted i :rt own ❑Joumeyperson Signature of Licensee Dermit# OJoumeyperson-Restricted License Number. 3 1 1 1 =ee$ 0 Check at www.mass-aovldnl nspector Signature of Permit Approval MASSACHUSETTS COMMERCIAL. . f" FDRIVEWS LICENSE 011z612418 S83797331 3 0�2106/2023 02/06/1953 TPN s IJ .x I"PETERJ ti.t$ W 8 SKIPPER LN s YARMOUTHPORT,PIA-02675-1931 /06/53 c COMMONWEALTH OF MASSACHUSETTS ' BOARS OF SHEET METALWORKERS ISSUES THE FOLLOWING LICENSE MASTER-UNRESTRICTEDcc 'z PETER J HASSETT HASSETT PLUMBING&HEATING INC 8 SKIPPER LN ,y YARMOUTH PORT,MA 02675-1931 3111 02/2812020 425818 mmomC ? . COMMONWEALTH Of MASSACHUSETTS BOARD OF PLUMBERS AND GASFITTERS ` ISSUES THE FOLLOWING LICENSE V. REGISTERED PLUMBING CORP � PETER J HASSETT HASSETT PLUMBING AND HEATING INC 68 WINTER STREET YARMOUTH,MA 02675 \\ 3506 05101/2020 460236 0 0 3• Popejoy Inc. kesia pimenta 203 S. 10th St. -Fairbury, IL 61739 56 cap n crosby rd 815-692-4471 -beau@popejoyinc.com centerville Sales Consultant: Job#: roberto Date: 05/15/2019 System I (Average Load Procedure) Design Conditions Location: Falmouth Area, Massachusetts Elevation: 132 ft Daily Range: Medium Input Data: Outdoor Dry Bulb Indoor Dry Bulb Latitude: 410 N Design Grains: 38 . Summer: 82 70 Heated Area 4615 Sq.Ft. Winter: 14 74 Cooled Area 4615 Sq.Ft. Heat/Loss Summary (July Heat Load Calculations) Gross Sensible Latent Area Loss Gain Gain Walls 3296 7530 1429 0 Windows 402 21646 18003 0 Doors ' 42 982 424 0 Ceilings 4615 19383 7108 0 Skylights 0 0 0 0 Floors 4615 0 0 0 Room Internal Loads 0 2860 400 Blower Load 1707 0 Hot Water Piping Load 0 0 Winter Humidification Load 0 0 0 Infiltration 11371 1218 2385 Approved ACCA Ventilation 0 0 0 MJ8 Calculations Duct Loss/Gain EHLF=O ESGF=O 0 0 0 AED Excursion n/a 379 n/a Subtotal 60811 33128 2785 Total Heating 60811 Btuh Total Cooling 36913 Btuh 120 Linear ft.of Hydronic Baseboard ''Calculations are based on the ACCA Manual J 8th Edition and are approved by ACCA.All computed calculations are estimates based on building use,weather data,and inputted values such as R-Values,window types,duct loss,etc. Equipment selection should meet both the latent and sensible gain as well as building heat loss. This application has glass areas that produce relatively large cooling loads for part of the day. Variable air volume devices may be required to overcome spikes in solar load for one or more rooms.A zoned system may be required, or some rooms may require zone control(provided by individual,motorized, thermostatically controlled dampers). Adtek AccuLoad Report Version 17.3.5 Page 1 Ut!LtT� �oflm d iZkAuan Q�tumt ® �urcl- 1 open 5 poke, I r 1 f u)oii Div�n iloorn • s�DPP��_ ,�@�� Jz�c.K 2e u ran { P �a®ram 8��w ncl FL002 CCA a � SeA o W Town of Barnstable Regulatory Services AM Thomas F.Geiler,Director ►� ' Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 .Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize .Oa5*V to act on my behalf, in all matters relative to work authorized by this building permit ' �-(Address of job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signs of Applicant Print Name Print Name 51��-Ir9 Date Q:F0RMS:0WNERPERM0SI0NIP00LS rom:Kim Cornetta Fax:13392041915 To:15087906230@rcfax.com Fax:(508)790.6230 Page:3 of 3 05/1712019 9:46 AM DATE(MMIDD/YYYY) AC40 CERTIFICATE OF LIABILITY INSURANCE 5/17/2019 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: Boynton Insurance Boynton Insurance Agency AICNNo Ext: (781)449-6786 AC ;No: (7e1)449-4269 72 River Park Street E-MAIL certificates@boyntonins.com ADDRESS:.. INSURER(S) AFFORDING COVERAGE NAIC Needham MA 02494 wsURERA:Norfolk & Dedham Mutual Fire 23965 INSURED INSURER B:Hartford Fire Insurance Co 19682 Hassett Plumbing and Heating, Inc. INSURERC: 8 Skipper Lane INSURER D: INSURER E: Yarmouth Port MA 02675 INSURERF: COVERAGES CERTIFICATE NUMBER:CL1742511982 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. NOTWITHSTANDINGANY 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. INSR TYPE OF INSURANCE ADD S BR POLICY EFF POLICY EXP LIMITS LTR INSD WV POLICYNUMBER MMIDDIYYYY MMIDD/YYYY ' X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A CLAIMS MADE ❑X OCCUR DAMAGE TO RN D 100,000 PREMISES Ea occurrence) $ R1356277A 5/13/2018 5/13/2019 MED EXP(Any one person) $ 5,000- PERSONAL &ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERA[r*51 REGATE $`.- tj 2,000�000 X POLICY JEa LOC PRODUC MP/OPAGG $ 2'060 000 OTHER: sw $ AUTOMOBILE LIABILITY - $ Qc - Ea acci M ANY AUTO JEACHOCCU (Per person $ ALL OWNED SCHEDULED (Per accident). $ AUTOS AUTOS HIRED AUTOS NON OWNED MAG $ AUTOS UMBRELLA LIAB OCCUR ENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DIED RETENTION$ $. WORKERS COMPENSATION X AND EMP L OYERS'LIABILITY YIN .STATUTE I I ER" ANY PROP RI ETOR/PARTN ER/EXE CUTIVE NIA E.L.EACH ACCIDENT $ 100,000 B (Mandatory inNH)OFFICERIMMBER EXCLUDED? s [i] . OBWECCL3321 12/7/2018 12/7/2019 E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION (508)790-6230 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Barnstable THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Attn: Sally Shea ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE Joseph Micik/JPM CU / ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD INS025(201401) The Commonwealth of Massachusetts Department of IndustrialAccidents Office of Investigations 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Pli tubers APPIicant Information Please Print Legoibly Name (Business/Organization/Individual): ' 1 r{ 2-L I �b) fr- , -� Aaaress: � — ---- /� City/State/Zip: Phone#: 5 �i Are you an employer?Check the.appropriate box: Type of project(required): 1.ElI am a employer with 4. E] I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6• ❑New construction 2.*g] 1 am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees 'These sub-contractors have g, Demolition ' working for me in any capacity. employees and have workers' 9. El Building addition [No workers'comp.insurance comp.insurance.: required.] 5. We are a corporation and its 10.❑Electrical repairs or additions 3.El officers have exercised their I am a homeowner doing all work - . 11.❑Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required]t c. 152,§1(4),and we have no employees.[No workers' 13.❑Other comp.insurance required] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my emplo ee� Below is the policy and job site information. Insurance Company Name:. \. '-.r`(CA 6 o Policy#or Self-ins.Lic.#: K- Y 3 A S- ` Expiration Date: to I Job Site Address: r) �" �`- City/State/Zip: t?f2U t k-Ly Attach a copy of the workers compensation policy d claration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c fy under the pains and ena.Ides of perjury.that the information provided above a true and correct. Si ature: ' Yli Date: 1 �.Phone#: 0 4 't Ld b6 Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): t _ 1.Board of Health 2..Building Department 3.City/Town Clerk 4;Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 all employers to rovide workers com•ensation for their employees. hap requiresP P Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to.do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the.workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply°sib-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited'Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,.are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Departincnt has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. ; The Commonwealth of Massachusetts Department of In&mhial Accidents Office of Investigations 600 Washington Sheet Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFB Fax#617-727-7749 Revised 4-24-07 www.mass.gvv/dia 10 ------ -- - -----... . The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations _ 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/PIumbers / Applicant Information Please Print Legibly 'L Name(Business/Organization/Individual): ��/��12i�c� 7< Address: ��i/��l✓i� ��h1� City/State/Zip: / /� Phone Are you an employer?Check the appropriate bop Type of project(required): 1.El am a employer with 4. B"i am a general contractor and I employees(fall and/or part-time).* have hired the sub-contractors 6. [ few construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees .These sub-contractors have g• Demolition working for me in any capacity, employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp.insurance. required.] 5. [] We are a corporation and its 10.❑Electrical r s or addz�aons 3.❑ I am a homeowner doing all work officers have exercised their 11.❑Plumbing ' or adMons myself [No workers' comp. right of exemption per MGL 12.�Roof rep insurance required]t c. 152;§1(4),and we have no -s employees.[No workers' 13. comp:insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affida ' dicating s> Contractors that check this box must attached an additions]sheet showing the name of the sub-contractors and state vyhether or not entities have- employees, If the sub-contractors have employees,they must provide their workers'comp,policy number. O ' �4 I am an employer that is providing workers'compensation insurance for my employees. Below is the policy aced job site information. J, Insurance Company Name: Policy#or Self-ins.Lie.#: h'�i���C C Expiration Date: o"o/2- Job Site Address: elZ tl,?it g� City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certi )der p ' and pen 'es of perjury That the information provided above is true and correct Si afore: Date: Phone Official use only. Do not write in this area,to be completed by city or town officiaL City or Town: +Permit/License# f Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector. 6.Other Contact Person:. Phone#: I Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees. Pursuant to this statute,an employee is defined as"..,every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C also states that"every state or local licensing agency shall withhold the issuance or (� renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not prodnced'acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of`compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants I Please fill out the workers'compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractors)name(s),address(es)and phone numbers)along with their certificates)of `insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LL P)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have 'employees,a policy is required. Be advised that this affidavit maybe submitted to the Department of Industrial ,., =Accidents for confirmation of;nsTMance coverage. Also be sore to sign and date the affidavit. The affidavit should To returned to the city or town that the application for the permit or license is being requested,not the Department of nauserial AL'•IC1 iW. �l v itu y VU Linde.^^'j u�:-a—G red�` g ii,P l�nr nr if yr�n are r QPd t4 0�ltaill a Workers' , compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been.,officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number. The Commonwealth of Massachusetts Dgpm tment of Ih&istdal Aeddents Off ce of ire i of 6G)0'W9tan Beet Dostan,MA Q2111 Tel,4 617-72749W ext 446 or 1-877-MASS Fax#617-727-7749 Revised 4-24-07 w.m=.gav/dla REScheck Software Version 4.6.2 Compliance Certificate Project New Construction Energy Code: 2015 IECC Location: Centerville (Barnstable), Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,717 ft2 Glazing Area 11% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 56 Cap'n Crosby Rd. Kesia Pimenta.. Centerville, MA 02632 Compliance: 2.4%Better Than Code Maximum LIA: 459 Your UA: 448 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. ` Envelope Assemblies Ceiling 1: Flat Ceiling or Scissor Truss 1,360 38.0 0.0 0.030 41 Ceiling 2:Cathedral Ceiling 692 38.0 0.0 0.027 19 Wall 1:Wood Frame, 16"D.C. 3,653 21.0 0.0 0.057 181 Window 1:Vinyl/Fiberglass'Frame:Double Pane with low-E 362 0.300 109 Door 1:Solid 40 0.270 11 Door 2:Glass 80 0.310 25 Wall 2:Wood Frame, 16"D.C. 455 15.0 0.0 0.077 35 Floor 1:All-Wood Joist/Truss:Civer Unconditioned Space 1,027 38.0 0.0 0.026 27 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 1 of 9 I, f REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ,�� - Plans Ueeified �F�eld Verified # Pre Fnspect on/Plan Rev�bw �t ��yalue�� � Value � CompiEes�� Coniment�slAssumptons 103.1, Construction drawings ands ❑Complies 103.2 documentation demonstrate ❑Does Not [PRl]' Kj ;energy code compliance for the K 'building envelope.Thermal �` �� �, ❑Not Observable envelope represented on ❑Not Applicable construction documents. = _.......................... ...................................................... ............ 103.1, Construction drawm s and g ❑Complies 103.2, documentation demonstrate ° :€❑Does Not 403.7 ;energy code compliance for im [PR3]' ;lighting and mechanical systems J❑Not Observable ;Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate , e ;compliance with the IECC E a� Commercial Provisions. y � :tea 3021 Heating: Complies Heating and cooling equipment is. Heating: g: p 4Q3�7 .,sized per ACCA Manual S based Btu/hr 3 Btu/hr ❑Does Not [P2�J �E.ron loads calculated per ACCA Manual J or other methods Cooling: ; Cooling: ❑Not Observable Btu/hr Btu/hr ❑Not Applicable approved by the code official. pp icable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2)� 3,:Low Impact(Tier 3) Project Title: New Construction _ Report date: 03/28/18 Data filename: Untitled.rck Page 2 of 9 Foundatiandlnspec#ion �Campi�es3 Comments/Assumptions 303 2 1A protective covering is installed to ❑Complies IF011]z protect exposed exterior insulation ❑Does Not � g dextends a minimum of 6 in. below ;❑Not Observable M. e. ❑Not Applicable 4b39 Snow-and ice-melting system controls;❑Complies ]F012� installed. ❑Does Not �; []Not Observable ❑Not Applicable Additional Comments/Assumptions: w i I - I 1 High Impact(Tier 1) 1 1Y,Medium Impact(Tier 2) 3y Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 3 of 9 I �# Fr'am�ng/Rpugh In Inspect onPl6rrs Uerif�ed F�etdU�eriffied�� Complies? CoYnments/Assurnpt�ons 402.1.1. Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRI]' ❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U-_ ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.3.6, ❑❑Not Observable 402.5 Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ¢ f ❑Does Not twith the NFRC test procedure or r. ;taken from the default table. r , ❑Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 installed per manufacturer's ' ❑Does Not instructions. �€ ❑Not Observable �,. ❑Not Applicable x y 402.4.3 Fenestration that is not site built ,� � � ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC -_ ` ❑Not Observable � ❑Not 400 that do not exceed code � �r � ` Applicable limits. `,, 4,02 4 5 }IC rated recessed lighting fixturesComp es fR16] sealed at housing/interior finish ❑Does Not ;and Iabeled to indicate 52.0 cfm - s❑Not Observable "leakage at 75 Pa. y �� Nf .. " ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies 41 [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable `;R-6 where< 3 inches. Supply and 'return ducts in other portions of �� ❑Not Applicable the building insulated >= R-6 for Ft :diameter>= 3 inches and R-4.2 for< 3 inches in diameter. _ 403 3 3 5;Building cavities are not used as E fti ❑Complies [1 R15I3 'ducts or plenums. ti ❑Does Not M, ,❑Not Observable . - !❑Not Applicable 403 4 HVAC piping conveying fluids R-_ R-_ ❑Complies above 105°F or chilled fluids ;❑Does Not f below 55°F are insulated to>_R- 3 []Not Observable ; ❑Not Applicable !. 403.4.1 Protection of insulation on HVAC ❑Complies [FR24]1 ;piping. ,' y ❑Does Not ' ❑Not Observable <s❑Not Applicable 403 5 3M4 Hot water pipes are insulated to R- i R ❑Complies z > jFR187 k R-3. ❑Does Not d ❑Not Observable Ro : r ❑Not Applicable 4Q36 `Automatic or gravity dampers are , ❑Complies ,. R19]z installed on all outdoor air3% ❑Does Not intakes and exhausts. ❑Not Observable l "� � � A ❑Not Applicable I 1 High Impact(Tier 1) 2:Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 4 of 9 II Additional Comments/Assumptions: i i i 1 High Impact(Tier 1) , 2: Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 5 of 9 i I r Sec. on - a Insulation Ins e Plans Verift Complies? Comments/Assumptions Value aiue ; `3Q3 (All installed insulation is labeled "' ❑Complies [1N13]? or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood '❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, :Floor insulation installed per y ❑Complies 402.2.7 manufacturer's instructions and []Does Not [IN2]1 in substantial contact with the k underside of the subfloor,or floor ❑Not Observable . 'framing cavity insulation is in i ❑Not Applicable `contact with the top side of sheathing,or continuous insulation is installed on the tunderside of floor framing and y 3 H extends from the bottom to the k top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not `table for values. 402.2.6 'wall insulation on the wall [IN3]1 ;exterior,the exterior insulation ❑ Mass ❑ Mass ❑Not Observable requirement applies(FR10). Steel ❑ Steel ❑Not Applicable 303.2 .Wall insulation is installed per ❑Complies [IN4]1 ;manufacturer's instructions. F ❑Does Not E; _?❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitledxck Page 6 of 9 t #� Ffka) inspact1on PrgviMons� a°� �ad �eldYer�f�etlE� Gomplies? �CommentiAssumptians UalueM Value . _ �@ 11�5§ ate.« � _ � 's - �`° '�.: �� ;�. .:� '� � '• 402.1.1, ;Ceiling insulation R-value. R-_ ; R ❑Complies :See the Envelope Assemblies 402.2.11 E ❑ wood ;❑ Wood ❑Does Not table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ;❑Not Observable [FI1]1 ❑Not Applicable E 303.1.1.1,(Ceiling insulation installed per ` ❑Complies 303.2 !manufacturer's instructions. `0 ❑Does Not [FI2]1 ,Blown insulation marked every xr , z � ❑Not Observable 300 ft . ug ❑Not Applicable ............. ................... ................... .. ... .... ......... .. 4U2 2 3 'Vented attics with air permeable ❑Complies [FI22Jz insulation include baffle adjacent , y E]Does Not to soffit and eave vents that extends over insulation. -]Not Observable <. 5w 6-1 ❑Not Applicable 402.2.4 /;Attic access hatch and door R- R- ❑Complies [F13]1 insulation >_R-value of the ❑Does Not :adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 =_ ❑Complies [FI17]1 each in Climate Zones 1-2,and 3 ❑Does Not <=3 ach in Climate Zones 3-8. ; -]Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [FI4]1 ;cfm/100 ft2 across the system or ftz a ftz ❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in a ❑Not Observable nests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies (FI27]1 i determine air leakage with ftz ftz ❑Does Not ;either: Rough-in test:Total leakage measured with a ❑Not Observable ;pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch E w.g. across the entire system ;including the manufacturer's air handler.enclosure. lies 403.3.2.1 iAir handler leakage designated �2 � � �, ❑Com p [FI24]1 by manufacturer at<=2%ofy, ❑Does Not ;design airflow. j E ❑Not Observable EEC.. ❑Not Applicable a031'1Programmable thermostats ❑Complies [Ft9Jz 4111stalled for control of primary i �M ❑Does Not heating and cooling systems and ❑Not Observable sf'❑Not Applicable code specifications. initially [set by manufacturer to d�03 1 2 ;Heat pump thermostat installed ❑Complies [Fllon heat pumps. a LJDoes Not � � ❑Not Observable ❑Not Applicable A3 5 1 ;Circulating service hot water omplies IF emshave automatic or ❑Does Not ;accessible manual controls. I € ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) �3,','',Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 7 of 9 Sectaon aed FieldlJerafaetlfrx � #� Fnai¢inspectaon Pr�ivasia�ns plans Veraf a Compia®s? CommentsfAsswmptaons -'� � Ualue r� aYalue 4031611` ,;All mechanical ventilation system ❑Complies (FI25j� Mans not part of tested and listed ❑Does Not HVAC equipment meet efficacy Viand air flow limits. ❑Not Observable a❑Not Applicable i Hot water boilers supplying heat �� ��'= ❑Complies (Ff26]z through one-or two-pipe heating ❑Does Not s systems have outdoor setback ' control to lower boiler water "❑Not Observable temperature based on outdoor r � ❑Not Applicable temperature. a. 403 5 1-1 '1Heated water circulation systems ❑Complies (FI28,1 have a circulation pump.The y �❑Does Not -, system return pipe is a dedicated M return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos ❑Not Applicable syphon circulation systems are not?not present.Controls forE circulating hot water system =pumps start the pump with signal ;for hot water demand within the h '' occupancy.ControlsIle ", ;automatically turn off the pump aE ;when water Is In circulation loop y is at set-point temperature and E " no demand for hot water exists.Al z' 4.b3 5 2' s Electric heat trace systems y q R ❑Complies ?comply with IEEE 515.1 or UL ❑Does Not I ^ . '^515.Controls automatically ` -]Not Observable adjust the energy Input to the s heat tracing to maintain the `❑Not Applicable desired water temperature in the 403,51 Water distribution systems that h ❑Complies (F�1301, M have recirculation pumps that ❑Does Not pump water from a heated water + , supply pipe back to the heated ❑Not Observable ,Wiwater source through a cold F ❑Not Applicable a E � water supply pipe have a 'demand recirculation waterPR system. Pumps have controls ' ;that manage operation of the �F " pump and limit the temperatureOf W to gJ of the water entering the cold water piping to 1049F. 403 5 Drain water heat recovery units ❑Complies _ f,F13T tested in accordance with CSA El Does Not 655.1. Potable water-side ' pressure loss of drain water heat a, ❑Not Observable recovery units< 3 psi for ❑Not Applicable x Eindividual units connected to one or two showers. Potable water- ; 'side pressure loss of drain water - , ;heat recovery units < 2 psi for Y individual units connepw cted to three or more showers. ` -z-mac - 404.1 75%of lamps in permanent ', ❑Complies [FI6]1 ;fixtures or 75%of permanent � e �= ���� � � ��' E•E ❑Does Not -fixtures have high efficacy lamps. ❑Not Observable "Does not apply to low-voltage y ❑Not Applicable e ,lighting. w PP 404 1'1 ;Fuel gas lighting systems have �1 l ❑Complies (Fno continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable PP 1 High Impact(Tier 1) 2 Medium Impact(Ti(r 2) �,.3' Low Impact(Tier 3) Project Title: New Construction Report date: 03/28/18 Data filename: Untitled.rck Page 8 of 9 I 1 I, MIM :Se#D� �Finalnspect�on'�ProwsEons Plans Ver�f�ed Feel Valtiefied 1�Com�gUes � Comments/Assumptions 4Oi 3 Compliance certificate posted. ❑Complies ( 7Jz z❑Does Not � - ❑Not Observable ; k3 ¢; ❑Not Applicable ;3,033 ;Manufacturer manuals for y, ❑Complies P.—P.. mechanical and water heating ❑Does Not systems have been provided. z h ❑Not Observable e_ ❑Not Applicable Additional Comments/Assumptions: i ' I i r . 1, T High Impact(Tier 1) R, Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:,New Construction Report date: 03/28/18 Data filename:-Untitled.rck Page 9 of 9 Efficiency Certificate '! Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Window 0.30 Door 0.31 i m a i i s Heating System: Cooling System: Water Heater: Name: Date: Comments N 00 GENERAL NOTES: ) m f - i 1) POOL CLEARANCES TO BUILDINGS AND PROPERTY LINES SHALL BE IN (LLj w j ACCORDANCE WITH LOCAL AND.STATE REQUIREMENTS. LLJ c I 2) THIS PLAN DOES NOT INCLUDE POOL LOCATION ON PROPERTY,GRADING, W FENCING,WALLS OR OTHER SITE INFORMATION.... ! Lu — 3) ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALE LOCAL O _ AND STATE REGULATIONS. ( W 00 U < 4) CONTRACTOR SHALL VERIFY BURIED UTILITIES WITHIN SURROUNDS OF W U) INSTALLATION AREA. p 0 - a� U) W ° ANSI/NSPI_TYPE 0 POOL N NI ON DNG Z �u 0 POOL COMPLIES TO NSPI-5 ADDITIONAL NOTE fI i IF POOL IS FURNISHED WITH DRAINS OR SUBMERGED SUCTION OUTLETS, ;! N i W W IR THAN COMPLIANCE TO THE V GINIA GRAEME BAKER POOL AND SAFETY � W W t- ACT IS REQUIRED: h J64 ( Q uQ { DRAIN COVERS ASME Al 12.19.8 2007 AT 3 -0 Q MIN APART � � a u z i AND a0 00 ENTRAPMENT AVOIDANCE MUST BE INSTALLED, gg y ORE J 1 ORE !_ CODE COMPLIANCE a H o a O A MASSACHUSETTS tY ^ o CL w a COMMONWEALTH OF THE MASSACHUSETTS BUILDING CODE { J 780 CMR(9t°ED.) ! - o v w INTERNATIONAL RESIDENTIAL CODE -2015 �'? °s A-" INTERNATIONAL SWIMMING POOL&SPA CODE -2015 � O t M Z 14 a a B. ELECTRICAL&PLUMBING W o THE CONSTRUCTION AND INSTALLATION OF ELECTRIC WIRING,GROUNDING ;! L) cc 00 0 AND BONDING,AND EQUIPMENT ARE SUBJECT TO THE STATE CODE AND TO o v � c THE CURRENT ADOPTED NATIONAL ELECTRIC CODE REQUIREMENTS. � 0') � >' 00 ALL PLUMBING MUST COMPLY WITH THE CURRENT ADOPTED STATE CODE. I H ' m Z 10 LL BU41stable Bldg.Dept. I 1„ M � c w ` APpro�ved 9 ,Z&13 James A. Marx,Jr. , pern tit#: MA Professional Engineer Lie. 36365 o a �NOF Mgss 00 O LL 3,dos a -� JPh1ESPMPRX.JEL N �� lf) o 00 v �6365 #� � � 9 coo NO• W 00EO p`Ap��FG l STE W CO mcu SS1 N-A- }, _ D o Lu E 4 _ �L a 30 Q a) > O m I a {S 0. w � z o r O coV V O�w 0 Z U Nm - U Mroa < � i� 1L LO u- 1 00 00 N o 4 tzZ � a w o w v;;U W ooN ¢ ..a U J Z O. 00 G r GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2X6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL 56 CAP ' N - CROSBY ROAD C E N T E R V I L L E M A BE 2X4 @ 16"O.C.UNLESS OTHERWISE NOTED. ' � 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. NEW HOUSE CONSTRUCTION NO. REVISION DATE TYPICAL NOTES DRAWINGS © COPYRIGHT I.CONTRACTOR SHALL SITE INSPECT ALL EX15TING VS.PROPOSED C — COVER SHEET NORTHSIDE HEREBY EXPRESSLY CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY RESERVES ITS COMMON LAW DESIGNER OF ANY DESCREPANCIES AND/OR CHANGES THAT MAY BE AO - FOUNDATION/ FIRST FLOOR COPYRIGHT. ENCOUNTERED. FRAMING PLAN THESE PLANS ARE O BE I..I REPRODUCED,CHANGEDNGED ORR 2.CONTRACTOR SHALL NOTIFY DESIGNER, IF AT ANY TIME THROUGHOUT AI — BASEI TENT PLAN COPIED IN ANY FORM OR MANNER CONSTRUCTION ANY EXISTING CONDITIONS ARE FOUND THAT MAY PREVENT THE SUCCESSFUL COMPLETION OF ANY PORTION OF PROPOSED A2 - FIRST FLOOR PLAN WHATSOEVER WITHOUT FIRST BUILDING.CONTRACTOR SHALL NOTIFY DESIGNER OF SUCH PRIOR TO OBTAINING THE EXPRESS WRITTEN MAKING ANY ADJUSTMENTS OR ALTERATIONS TO PROPOSED BUILDING A3 — SECOND FLOOR PLAN PERMISSION AND CONSENT OF AS PRESENTED IN FINAL CONSTRUCTION DOCUMENTS. NORTHSIDE DESIGN ASSOCIATES. 3.STRUCTURAL ENGINEER/DE5IGNER TO PERFORM FRAMING INSPECTION A4 — ELEVATIONS (2) ' WALL PLASTER WHEN FRAMINGIBOARD//FINISH,5 COMPLETE AND PRIOR TO ENCLOSURE BY INTERIOR AS - ELEVATIONS (2) BUILDER: A6 - BUILDING SECTIONS A7 - BUILDING SECTIONS $ DETAILS AB - BUILDING DETAILS ACI - TIE DOWN DETAILS FOUNDATION NOTES SI - SECOND FLOOR FRAMING PLAN DESIGNER: NORTHSIDE I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE S2. - ROOF FRAMING PLAN DESIGN W-3000 psi, W/2@#5 BAR5 TOP 4 BOTTOM. FOUNDATION ASSOCIATE$ WALL TO BE ON 10'x24' STRIP FOOTING. PROVIDE 3@#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/KEYWAY. PROVIDE#5 VERTICAL DOWELS @ 24"O.C. EXTENDED V-6° DISTINRIVE RESIDEMIAI&COMMERCIAL DESIGN MIN. ABOVE TOP OF FOOTING. PROVIDE ANCHOR BOLTS @ 36°O.C. MAX. MIN. 7° EMBEDMENT W/3'x°x3°.W PLATE 141 MAIN STREET•YARMOUTHPORT'MA026]6 WASHER. NOTE: ISM)362-2210 ISM)362-9802 CONTRACTOR TO PROVIDE FALL PREVENTION ON ALL WINDOWS NORTNSIOEDESIGN.COM 2 ALL STRUCTURAL STEEL COLUMNS TO BE W CONCRETE WITH SILLS ABOVE 72'ABOVE FINISH GRADE PER CODE. ALL FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW, WINDOWS SHALL HAVE FALL PREVENTION DEVICES AND SHALL NORTHSIDEI@COMCAST.NET PROVIDE 6°x6°x%' CAP PLATE 4 7N12"x%'BASE PLATE W/20 COMPLY WITH THE REQUIREMENTS OF %' DIA. BOLT5. WELD ALL CONNECTIONS. FOOTINGS TO BE ASTM F2090. WINDOW OPENING DEVICES SHALL BE SELF ACTING 36°x36'A2° SQUARE CONCRETE W/3@#5 BARS EACH WAY. AND SHALL BE POSITIONED TO PROHIBIT THE FREE PASSAGE OF STRUCTURAL ENGINEER: A 4'DIAMETER RIGID SPHERE THROUGH THE WINDOW OPENING TAYLOR 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. WHEN THE WINDOW OPENING LIMITING DEVICE 15 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4. CONCRETE SLAB TO BE 4' POURED CONCRETE ON DESIGN LLC COMPACTED FILL. PROVIDE CONTRACTION JOINTS I° DEEP AT COLUMN LINES. CUT W/ "EARLY ENTRY" SAW. - SMOKE DETECTORS EVIEWED STAMP: 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE (WINDOWS OR MECHANICAL) 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION / C WALLS MAINTAIN 4'-0' MINIMUM COVER. BARNSTABLE BUILDING DEPT. DA 7, PROVIDE WEB STIFFENING PLATES AT BEARING POINTS OF I F'PROJECT: STEEL BEAMS(TYP.). PROPOSED 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL �w KESIA PIMENTA STRUCTURAL COLUMNS. - FIRE DEPARTMENT DATE /�. 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR RESIDENCE DIMENSIONS. ANY MISSING, INCORRECT OR QUESTIONABLE BOTH SIGNATURES APE REWIRED FOR PERMITTING DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE 56 CAP'N CROSBY ROAD DESIGNER BECOME THE RESPONSIBILITY OF THE CENTERVILLE,MA. CONTRACTOR. 11. GARAGE AND OTHER FILLED FOUNDATION5� 10" POURED CONCRETE WALL W/2@#5-TOP AND BOTTOM BARS. FORM FOUNDATION ON 20'x10' STRIP FOOTING. PROVIDE 20#5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING, LAP TOP BARS TO MAIN WALL BARS. PROVIDE TRANSITION REINFORCING W/#5 BAR5 SPACED @ TITLE: 12"O.C. VERTICALLY. PROVIDE%" x 12'ANCHOR BOLTS @ 36" I O.C. MAX. MIN. EMBEDMENT W/3"x3'xk4" PLATE WASH NER. 1 IA10 Barnstable Bldg- � COVER SHEET Aplaroved by I- 175a�7SCALE:1/8"=1'-0"A'' 9 i i Permit#: 0 1 2 4 8 1 PROJECT SHEET �Vf4�101 17-26 C FOR CONSTRUCTION DATE: OF 5/30/18 STONE VENEER / GENERAL NOTES RETAINING ER 1.ALL EXTERIOR WALLS SHALL / BE 2X6 @ 16"O.C.UNLESS 52'-O° OTHERWISE NOTED. 9'-4)'4° / /e'-0. 7'-4�q° 6'-93/q' b�_ 4° 6'_ 4° 6'-qb4 2.ALL INTERIOR WALLS SHALL BE ALL @ 16"ER O.C.UNLESS OTHERWISE NOTED. /PROVIDE 0 ALL WINDOW ROUGH OPENINGS CONTRACTOR SHALL R IFY OTUBE I 1 " DIAM. I / C A•6 PRIOR TO ORDERING WINDOWS. SONGFOO'� FOOTING(WB BF28) FOFY P05T SUPPORT ABOVE _2_-P T 2x10's _ I STONE VENEER 4.CONTRACTOR SHALL VERIFY �__�_� � / rRETAINING WALL ALL DIMENSIONS PRIOR TO m 7 1 CONSTRUCTION. CONTRACTOR. `II / ASSUMES RESPONSIBILITY FOR ...............................�.,.. A.7 PROVID 1 ° DIAM. / ANY MISSING OR INCORRECT SONOTU I FLU54 FRAMED o Ip WBIGFOOT FOOTIN DIMENSIONS NOT BROUGHT TO (BF28)FOR POST THE ATTENTION OF THE - III N 3-2x10 P.T GIRT SUPPORT ABOVE II I I 16 FLUSH FRAMED FLUxSH FRAMED— In \ I I DESIGNER. oxb P.T. POST N III a . N I L\ I-2x I0u_,TR_EDT a FLUSSH 2110 FRAMED T II 1 I.T. 2 �S 1 r I I 2-2x10 P.T. I ~ II 2.O .T. LE G R - I BEAM, FLU514 - m A. G IV H NG R , I I ' I I II I 19" THICK x 4'-8° 1u L s 6°o. P. NO. REVISION DATE -_— __ —_ CONCRETE WALL ON II — c II I CONTINUOUS 20'x10" I CONCRETE FOOTING @ COPYRIGHT ca I STONE VENEER NORTHSIDE HEREBY EXPRESSLY I RETAINING WALL jll 2 10 P.T. LEDGER 5/8 AN HO BO T5 36 0. I 15 ® II nPIPC.ATL POST I I RESERVES ITS COMMON LAW III ° MIN. 7° MB DM T 1 10" THI K 9'- " z °D I I COPYRIGHT. G BOLTS 16°O.C. ON w/3 x3°x/4" LA W SH R C TIR UOU 24 xl2°AL _ m THESE PLANS ARE NOT TO BE II G LV. STEEL O II I REPRODUCED,CHANGED OR I C CR E ING a 3-2x10 P.T. GIRT, I I COPIED IN ANY FORM OR MANNER III I II '§TJI FLOOR-1015TS @ 16"o.<. o i 1 O I FLUSH FRAMED WHATSOEVER WITHOUT FIRST o 1 1 J V.d xb 2. 2. TO Y3 q CO C. OP1 o I I I I OBTAINING THE EXPRESS WRITTEN m O 5 PI AL 6 MIL VA OR ET RD I ° ~ I I I I PERMISSION AND CONSENT OF 1 C ETE FILLED c D- I NORTHSIDE DESIGN ASSOCIATES. ® A E E T B EE°36 12° L MN N NC ET F TIN ��IIIN 14 oy2 i 7 51q 7' qY4° I I I I BUILDER: LLL oII�° 3_- --_- --f4 IAD. .. .1 ALL -- _ .7 __ _;Q FL _ 15 - T- IL J ——_ A.6 I II I 71 ' %*ANCHOR BOLTS@36'REFI LE I 5 L ON 13 %TJI FL = NCRETE ' RO@ 16 O.C. IN�7' EMBEDMENT I - v Q - m of DESIGNER:10' x3 "x12 12 NORTHSIDEFOO ING TYP. kq° PLATEI 11 I I WASHER �TYP.) I �I_IIIII IIIIIIII — II::i TFJ'1—s%@'. ° VLI —1-0 m I I BABOVE,, -II [ . _ . I III = • DESIG N e n 2 1 �� II 78 VL o THICKx a-6^ (MIN.) ASSOCIATE S o CONCRETE FNDN WALL F SH BE 16" 2i ON CONTINUOUS 24x10" DISTINCTIVE RESIDENTIAL&COMMERCIAL DES WITH IGN3 I % 11 8 VL CONCRETE TOOTING. ZHD YARMOJHPORT•MA 026]SI 141 MAIN STREET AKLI: Cl-FAN �COMPACTED FILL ISM)362-2230 (S08)362-9802 I WIOx39 STEEL 4'CONC.SLAB ON 10 MIL NORTHSIDEDESIGN.COM AM ABOVE' VAPOR RETARDER op DROPPE JZ NORTHSIDE1@COMCAST.NET GARAGE SLAB C _ _ _ Qa LLL ON ----�-__— --____ ='T _ 2 °Wxl °D INU US I ,•; - — - - 2-P.T. 2z10's ———— —————— s RIP F w —— ---- -- --- + --- --- -� - ` v STRUCTURAL ENGINEER: 1 - C TIN OU BA 5.1 r— -----r—__:_______OIL a 7�4 9'-'�4 I I 0 TAYLOR I I" DEEP T CT ON I �'-b° 21'-8°i O n E TR SA WI H.E RL I o I 10 TS 4"n °x.25" 0.¢ I I DESIGN LLC ID o COLUMI, DN. O FOUNDATION NOTES: STAMP: I I PITCH I/8' PER FOOT I. MAIN FOUNDATION WALLS TO BE 10" POURED CONCRETE fc'=3000 psl, o I I I I TOWARDS:DOORS I W/2@ tt5 BARS TOP 4 BOTTOM. FOUNDATION WALL TO BE ON 10"x20" iv I II Tk TJI FLOOR JOISTS 16"o.c. I I `1 I STRIP FOOTING. PROVIDE 3@#5 HORIZ. BARS CONTINUOUS IN STRIP - B I B ......................... ........... ............ ........... FOOTING W/KEYWAY. PROVIDE tt5 VERTICAL DOWELS @ 24" O.C. ������ """ I' � �""�"'�� "'`..° I I° DEEP CONTRACTION EXTENDED V-6° MIN. ABOVE TOP OF FOOTING. PROVIDE%-ANCHOR A.6 o A.6 DROP TOP JOINT CUT WITH EARLY I I BOLTS @ 36°O.C. MAX. MIN. 7° EMBEDMENT W/3°z3°zY� PLATE WASHER. —-I . I OF WALL 12" ENTRY:SAW I AT OPENINGS I I m I I PROJECT: 2.ALL STRUCTURAL STEEL COLUMNS TO BE 312" CONCRETE FILLED LALLY COLUMNS TO EXTEND TO FOOTING BELOW. PROVIDE 6°x6°x§5° CAP I __ __ __ _ I I _ __ _i— _ _ __ J PROPOSED PLATE 6 7'x12'.% BASE PLATE W/2@%" DIA. BOLTS. WELD ALL �� ,. .. I , : KESIA PIMENTA BARS CONNE EACH WA FOOTINGS TO BE 36"x36°xl2° SQUARE CONCRETE W/3@ tt5 _ - __--_ _ _ _-'_'____ • -•._• -- RESIDENCE _ v 3. DOUBLE FLOOR J015TS UNDER ALL PARALLEL PARTITIONS. WINDOW AREAWAY W/ 56 CAP'N CROSBY ROAD 4.CONCRETE SLAB TO BE 4' POURED CONCRETE ON COMPACTED FILL. GRAVEL BED, TYPICAL = A CENTERVILLE,MA. PROVIDE CONTRACTION JOINT5 V DEEP AT COLUMN LINES.CUT W/ STONE VENEER - "EARLY ENTRY' SAW. RETAINING WALLA.6 5, CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY 6'-0" 6'-0° b'-O° 12'-0" 6-0 CODE CODE(WINDOWS OR MECHANICAL) oor 10'-01 12'-0' 24'-0' 5'-6° 20-0° 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN TITLE: 4'-0' MINIMUM COVER. 77:-(° FOUNDATION 7. BEAMS PROVIDE )ES STIFFENING PLATES AT BEARING POINTS OF STEEL PLAN (TY8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. SCALE:1/8"=1'-0" 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY PROPOSED AREA MISSING, INCORRECT OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO 0 1 2 4 8 THE ATTENTION OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE �� FOUNDATION PLAN 1ST FLOOR LIVING 1326 SF CONTRACTOR. 2ND FLOOR LIVING 1529 SF qN 11.GARAGE AND OTHER FILLED FOUNDATIONS: N BASEMENT LIVING 862 SF PROJECT#: SHEET 10" POURED CONCRETE WALL W/2@#5 TOP AND BOTTOM BARS. FORM TOTAL LIVING AREA 3,717 SF 17 26 A O FOUNDATION ON 20"110' STRIP FOOTING, PROVIDE 2@#5 CONTINUOUS HORIZONTAL BARS AND KEYWAY IN STRIP FOOTING. LAP TOP BARS TO MAIN WALL BARS. PROVIDE TIZAN51TION REINFORCING W/#5 BARS GARAGE 572 SF FOR CONSTRUCTION DATE: OF SPACED @ 12'O.C. VERTICALLY. PROVIDE W x 12'ANCHOR BOLTS @ 36" DECK/SCREEN PORCH 830 SF O.C. MAX. MIN, EMBEDMENT W/3'k3'.k4 PLATE WASHER. TOTAL AREA 5,119 SF 5/30/18 13 STONE VENEER RETAINING WALL GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. lo'-o° Ib'-o° 20'-0° q'-10° 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. —— C ---� A.6 ' 3.CONTRACTOR SHALL VERIFY I - ALL WINDOW ROUGH OPENINGS ———, PRIOR TO ORDERING WINDOWS. I 1® �-- 4.CONTRACTOR SHALL VERIFY 16R ALL DIMENSIONS PRIOR TO UP OUTLINE OF SCREEN 1 E E CONSTRUCTION. CONTRACTOR .................T90RCN..ABOVE.................................................. ASSUMES RESPONSIBILITY FOR A] 1 A] ANY MISSING OR INCORRECT 1 STO E VENEER DIMENSIONS NOT BROUGHT TO RE7 WING WALL - THE ATTENTION OF THE I 1 DESIGNER. I i ----------a----------ov-------i--------- I OUTLINE OF I I PORCH ABV. 1® I I I NO. REVISION DATE CONTRACTOR TO STONE VENEER PROVIDE GAS, WATER RETAINING WALL - © COPYRIGHT I 6 ELECTRICAL TO THE 1 s ------ -------�� NORTHSIDE HEREBY EXPRESSLY OUTTDOOR KITCHEN, N 1 RESERVES ITS COMMON LAW COPYRIGHT. j THESE PLANS ARE NOT TO BE I I REPRODUCED,CHANGED OR II II it II 11 II II II I -i,m I COPIED IN ANY FORM OR MANNER II II II 1L n 2g3 PROPOSED E WHATSOEVER WITHOUT FIRST b 11- II- II- 11 NETBA2/ OBTAINING THE DEXPRESSNWRIFT TE N PROPOSED PERMISSION ANCONSE TO II II II II II II II II - KITCHEN O BATH II II II II II II II II Oo 3,x5i NORTHSIDE DESIGN ASSOCIATES. II II II II II II II II I �? 0 SHOWER II II II II II II 11 II I - � - II II II II II II II r I _ II II II II II II II II I _ � A n n n n n n u n D nII u11 nII uII nII uII uII nII II ..... ;................................. P � A.6 BUILDER: . . ..... . .......... ,. ...................................... A R V rt� II it II II II II II II I e FAMILY FULL HGT. 1 iV II II II II 11 II II II I ROOM y2 7'_2°4x4 PosT Q1, _ — —------— --- II II II II II II II II I4'-O - '�'--`2° y'_ II II II II II II II II 4° OUTLINE OF E J/T I II II II II II II II II FULL HGT. —— GARAGE ABOV II II II II II II II II - 44 1 DST II II II II II II II II I �? —— II II II II II II n II I � u n n n n n R It I DESIGNER: NORTHSIDE n n u n n 11 11 o - it----n----1r----rt--- n 1r n __T----0----1r—n n— 1rI o DESIGN n n u n u n n I 0 11 �i �i �i aim N ASSOCIATES DISTINCTIVE 0.ESIDENTIAL&COMMERCIAL DESIGN 1 '314 �q HALLI 141 MAIN STREET'YARMOUTHPORT•MA02675 N Y (508)362-2210 (508)362-9802 I OUTLINE C F 3° I NORTHSIDEDESIGN.COM DECK E '1•�- I� '----- - ----- _,.., ., ... -,,_...:_ •_, NORTHSIDEI@[OMCAST.NET TW24 TM446 - STRUCTURAL ENGINEER: PROPOSED TAYLOR MECHANICAL/ A.6 STORAGE DESIGN LLC o m I o STAMP: N lV �m N B ........................................................................................................................................ B - - A.6 A.6 o I I � I STONE VEI,EF WA PROJECT RETAINING WALL PROPOSED 2617 26 L___ _____ _________� KESIAPIMENTA 17 RESIDENCE A 56 CAP'N CROSBY ROAD A.6 CENTERVILLE,MA. b' O° 6-0° 12-0° b-O° . 10'-0" 12'-0" 24'_0° q'-10" 65'-10, TITLE: BASEMENT PLAN PROPOSED AREA SCALE:1/8"=r-D" ��B A S E M E N T FLOOR PLAN 1ST FLOOR LIVING 1326 SF 0 1 2 4 8 2ND FLOOR LIVING 1529 SF N BASEMENT LIVING 862 SF TOTAL LIVING AREA 3,717 SF PROJECT#: SHEET GARAGE 572 SF FOR CONSTRUCTION 1726 A.1 830 DECK/SCREEN PORCH 830 SF TOTAL AREA 5,119 SF DATE: OF 5/30/18 13 GENERALNOTES STONE VENEER RETAINING WALL 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 77'-6" 10'-01 I6'-O" 26'-O° 25'-6" 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS e' OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY C ALL WINDOW ROUGH OPENINGS A 6 PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO _ CONSTRUCTION. CONTRACTOR 16R ASSUMES RESPONSIBILITY FOR D . E E ANY MISSING OR INCORRECT """""""""""""""""""" DIMENSIONS NOT BROUGHT TO �v A.7 A.7 o THE ATTENTION OF THE - I - - DESIGNER. in STONE VENEER RETAINING WALL PROPOSED SCREEN " PORCH - 9'-42° O° �o � I � NO. REVISION DATE 2-� apse FWG 6068 -- 32 32 © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY CONTRACTOR TO ` ••• I PROVIDE GAS, WATER E `-`--- o r---r-- STONE VENEER RESERVES ITS COMMON LAW 6 ELECTRICAL TO THE ;p I DWI �� RETAINING WALL COPYRIGHT. OUTDOOR KITCHEN, --- I THESE PLANS ARE NOT TO BE TYPICAL m PRoaoseD j PROPOSED �P REPRODUCED,CHANGED OR KITCHEN LAV. o COPIED IN ANY FORM OR MANNER I ,-�, PROPOSED N WHATSOEVER WITHOUT FIRST it iI II iI iI it Iim I PORCH OBTAINING THE EXPRESS WRITTEN II II II II II II IIPERMISSION AND CONSENT OF o n --ill' ____1L__J1___u-___1L___ O 7',3' .� J u .........e____1L___.Il—_-e____ll___ J c I 15LAND— r� NORTHSIDE DESIGN ASSOCIATES. m II II II II II II II �j in CL u II II II II II II II II PROPOSED `------------ � BE 8 LDECK _Q BUILDER: u II a II u u II u II II II II II II II II I 3068 DN. /{ DN. u u u II u u u u p I p e .....................:.......................................................................................................................................4..... .....................1NSUL......= 6 II II II II II II II II A.7 ,� :PROPOSED I �• A.7 o u II a II u n II a :GREAT UP O II II II II II II II II n ISR I FULL HGT. N II II II II a II II II _€ROOM ®9.o4°x ®0.13°t 4x4 P05T I II II II II II II II II L, II II II II II II II II �� FULL HGT. v 20 MI N.5UL DR. iV II II II II II II II II Iq�_ 4.4 POST 05/q' u u u n II II II II 's �4 3' 3'- 5 4 T- q'-*q° 21'-1 DESIGNER: u II II u u u II II = NORTHSIDE n n n n 22668 DESIGN II PROPOSED n --fir----n----rr----r--n----rr--- y 4PANTRYP-7 11 .7 : oASSOCIATES I I O6 s RESIDENTIAL COMMERCIAL LINEN � 241 MAIN SREET•ARMOUPORT•MA 02 675R 2LAUND. ISM)362-2210 ISM)362-9802 �p PROPO/S+ED rt�`P 3 I _ NORTHSIDEDESIGN.COM NORTHSIDEI@COMCASYNET lO W D 5 PROPOSED L Ct b GARAGE: ' 1 I VERIFY VENT 2668 LOCATION W/ I 7 ——— ——————— ————— FSTRUCTURAL ENGINEER: TH24 TW446 MANUFACTURER � ° 6 ——— —————21, J------- TAYLOR r_.— --__- PROP OSED , OUTLINE OF STEEL DESIGN LLC MASTER 10 a 121131 BEAn ABOVE N s BEDROOM 3'e5' STAMP: SHOWER m J D- B ROPOSED .�. B I A.6 ° :--BAT I i PROJECT: STONE VENEER 3066 RETAINING WALL iv IN5UL. �Dv a PROPOSED m i q KESIA PIMENTA RESIDENCE 446 74e /� 56 CAP'N CROSBY ROAD E CENTERVILLE,MA. A A.9 A.6 0-0° 2'_6° 4,-qn 0-6" 13,_On 6,-6" I I01-0" 12'-0" 24'-0" 5'-6° 20-0° TITLE FIRST FLOOR PLAN SCALE:1/8"=V-0" PROPOSED AREA ��F I R S T FLOOR PLAN 1ST FLOOR LIVING 1326 SF 0 1 2 4 8 2ND FLOOR LIVING 1529 SF N BASEMENT LIVING 862 SF PROJECT#: SHEET TOTAL LIVING AREA 3,717SF 17.26 A •2 GARAGE 572SF FOR CONSTRUCTION OF DECK/SCREEN PORCH 830 SF DATE: TOTAL AREA 5,119 SF 5/30/18 13 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE Zx6�i6"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. V-01 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS C PRIOR TO ORDERING WINDOWS. A.6 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR cl 3D - ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO E ...................................................................................... E THE ATTENTION OF THE A.7 I A.7 DESIGNER. VA�1LT o CIG. C 0ul '-4" 31'-4° 2'-4° (DORMER) / NO. REVISION DATE 17'-3° O COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW TW2 3i0 Tm 310 0 COPYRIGHT. _ THESE PLANS ARE NOT TO BE _ _ REPRODUCED,CHANGED OR c TILE CLOSET L.CLO--' E COPIED IN ANY FORM OR MANNER i-zDse z-zose� WHATSOEVER WITHOUT FIRST m I PERMISSION AND CONSENT OFG THE EXPRESS TEN a BATH j 20-0" NORTHSIDE DESIGN ASSOCIATES. e'-4�4 5'-�2 I m ¢' 2' 2 g, 11'-03/4° -6° 13,_p. 131_0. LIN.+6se BUILDER: D v ........................FYiOF05 .c.,_ ................................................................................................. .................PROPOSED........................... } D CC A A.6 q A.7 BEDROOM#2 2666 5 ` BEDROOM#3 * m1r N N N 14 1it 1` 13 DESIGNER: NORTHSIDE N 3 — PROP ED q� m ? 4 BAH N � DESIGN 10 5 14'-03/4" - 2 - z 6 3'-4V2" a^ 5�_7'3/e $� ASSOCIATES 7 1' Oj ! DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN m m qpJ V 141 MAIN STREET'YARMOVTHPORT•MA 02675 2-2068 2-2068 13 I �'SI'NLV — - (508)362-2210 (508)362A602 = LOSET CLOSET - 4 12 3'-9°\ 7'-1° 2'-4/2 4'-t✓2° 4'-2�4° NORTHSIDEDESIGN.COM s -- --- --Ll (V 11 NORTHSIDEI®[OMCAST.NET aD ----l 9 STRUCTURAL ENGINEER: 7N2"° PROPOSED i (.ZEa __ OSED TAYLOR .(:. I 6 N 5 DESIGN LLC 'j-11 2 1 7>5 'N g STAMP: A s BEDROOM#4 2668 42-2D68 4 14'-°'l�° '_63/4 - � CLOSET PROPOSED !B W1•C• B 2-206} PROPOSED......................................................................... ....�....... ............................ WETBAR � PROJECT: �q° �q 131-113/4° ) 5 PROPOSED KESIA PIMENTA - RESIDENCE N 56 CAP'N CROSBY ROAD TW2442 TVA2442 CENTERVILLE,MA. A A.6 2'-4° 9'-B° 12'-0' 12'-0' 13'-O° 13'-0° TITLE: SECOND FLOOR 12'-0° 24'-0° 5'-6° 26'-0" PLAN SCALE:1/8"=1'-0" PROPOSED AREA 0 1 2 4 8 SECOND FLOOR PLAN 1ST FLOOR LIVING 1326 SF 2ND FLOOR LIVING 1529 SF PROJECT#: SHEET N BASEMENT LIVING 862 SF 17.26 /� 3 TOTAL LIVING AREA 3,717 SF /`1 GARAGE 572SIC FOR CONSTRUCTION DATE: OF DECK/SCREEN PORCH 830 SF 13 TOTAL AREA 5,119 SF 5/30/18 O.C.GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL OTHERWISE NOTED. 2 ALL INTERIOR WALLS SHALL . . O.C. OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY — /�\ n Eii•`�! .nu■. emu_. .. .- IEEE NONE nl■■■[I■1■6 �ePGI■■■e._,. CONTRACTOR SHALL VERIFY ■■1■Ine■[I■1!e■■1. Inn■■ep■■1■/. I/e1■01/■s 1■■1■1■■■n■1■■. \I■ DIMENSIONS _ •_TO - 1■■■el■1\._ E■11■11■1■e■i•■1■/■1., ■/■11/I■■■11■1■\. \II■1■■■11■NEE•._ CONSTRUCTION. CONTRACTOR - Eefl■11■■■Iml■■.1■■►. ■elolle■■1■Ilei■1\ '11e■el■11[■e1■I� t - II RESPONSIBILITY •I \ i■nlnnmm/■■ulo■n, unuoan■oun. '�n■■u■nu� rASSUMES !G■i a■i n n�■■l atG AEG. :- -anal■.. '��■onn■n •_INCORRECT mm�om■■ounonnm■1, unnl■u/. �n■/nn■ . • E t■■11[l■e■1 -=�■e■tl■1■►J■Ii... �, ,®�I■l■e■nn■� �l■■■11■1 ATTENTION' It■■1■Ileo■1■1FL!N 'to■1■In■/1■11►. 11■■el■In■/1\ �etoll■ITHE ■■el■1■■■■l/1■■Iel■■o■1■Ie■■■1. I�■ ■�■ ■■Ie1■■■■1■1■■. \I■■■■lo■el■no■■i[/le ■1■/iG■■1■■1■■■[■1■1■[■■1■1■■■■inlei■1■ll■■■1ot1■■■t■1■■■1■e1■■■1■■1■■el■e1■ '■1■■1■■■1■■1■■■l■el■■■le �n■ni■■P■n�■■1■e1■■n■■1■■■1■■1■■. .■■t■1■■■/1■Iee//1■lee/■t■_=I■//1■1■■//1■1■■■■1■1■■■■1. _-____-_____-_____-__ ____ _ 1■■■II■Io■■Ile1■■■Ile1■t■IYni■in■1■■■II■1■■■11n■■■11e1■■■4. .-- �1�■■EN mil■1■11■■■1■Ite■■1■11■i■1■11■0■1■11■■■1■11■■■1■11/■■Iot11 --- nnm■enlo■mne■une■■umonnn..nne■nnn■nnuGl r innn■■nm mn nm tanonnu nen _ • \ �_ , _ �If a■Ga1G ■fali.i■:.1■G.■Li■i i1Ga■ a1i:a■i i■.■■.:■6■■GaCG ■ \ m■/■un■/■NINE■/■NINE■■■nn■nnnt■/nnl■enul■■nni■■■n■1 —� r r i a■�neo■to■eam Ire■lle lee i■:es 7■e■ee■t soe�■ ■e:one ®i .® ___ i■n■■mne■■i■Inonne■nnn■rnn/■elele■■■nn/■1 /�■■■■■■.■■■.�■I Innonne■■l■ ,, _ 1■[. --- [_-_ -. --■el I■I—._ U:1: 11■ IIe■1■■■1■■1■■■11 ua us• �{ 4/r ^s rg In/ ,. ■n .,�. . ■1■ ■i 11/ I//1■1■■■el■1/ei 'Ri��6•.« L3f a Y o ) COPYRIGHT 1■Il lne owl It11 ■1'� ■■■mminiotln■ y Ili■ ■■■■� ■■■■ Ilnt ■■■■ •■■■■ NINE m �� l■1 mm�■n■in■1 r ^z° � 5' - ■11 ■1■ owl ■■ ■■ 1el■■■[I■1■/■eli Its s Y - r, a 1■el ■■■■ ■■■■ i■ ■■■■ ■■■■ I■■ I■I �� nl intO■1■n■e■ll �r , N ;x 5 RESERVES11■e ■■1 ■1■ 01 Ili 1■■1■1■■■■1■1■■l 45; rti q�r•;e < }q %,{ 1■It lne 111■I 1111 �■ ■l ■■■ll[I■e■il■Io Zt ^, s"� THESE PLANS ARE NOT TO BE BOB " II In11 " " NINENMI IIIon I■1 le1■IIe■■1■II■■I 'l e "�x: • •,3E [H4 may MEN n■ ■■I ■[ ■■ I■.■■.■.■.■■.■•. CHANGED OR 1■■I Ill■ 1■el I■I Ill II 1■II II IE 11 II•■•11 I •� S' •.i$ '„qse a';e! - REPRODUCED iini �) IIe I l 11 l l 11 11 l 11 11 l l l y'„ %epQi, 'e°ks?. - - IIIIIIII�IIIIIIII IIIIIIII�IIIIIIII _ iI1■■ Inli lO■ III ■I-I l 11 111 1111 II■11 l l l I { I s;I %t •�% '',y„6s=°t"i - - ■Ct C7e .I . ■I C■1 .[ ■■,I I e,�e.e,•n e,ll.!!,.I _- .z .'.',v„ s,✓3«,%w !I --I iliil■i liil ' 0.0 ii■i liill � - � to l l .__._.� - °_ r - �..I _.I nil _...._......---..—_-�-- �— ..:.. ........ NORTHSIDE DESIGN.- • • �� ■ DESIGN r• oil. � ASSOCIATES ..lul► BEEN]MEMO[ NORTHSIDE1@COM�-Nu .nano. nnnonn. ilinnl■nnn.. .nnmmmme ..innonnl■■nni\. .1■i:i■iii■ ■IGa■i i1GGeiGG1o: I■e■1■■1\-: :A■el■■■Iee1■e■Ie� •- - feel■■1■■■1■■1■e[le■1■■e1► V■el■eel■el■• slcP�i _ d■1■■■61■Ie///1■1//e■l■1■■■el■le\. oq■■■1■I _•- ■e■1■le■■el■le■■� Ileee■1■1■e■e1■Ieeeel■l■/ .■►. gel■le[■■1■I n■nno■nnl onuu_NINE■. mnlo■n ■■,■_ I■■■nnonnl■■I ��■ Ini■enmonm■■nq muY. '�nem■n .■1■11/■■e■11/■ 1■IIe■■l■In■/l\ 111■■/1■11 ■■1■11■■■1■11■■el Iq■et■tn■/1■]INNER■� 41■In■� `Ei■■■1■11 - �inmmn■■o■1 ■■■ I■■■■1■1■■■■Ine■► e■■1■1■■1 ■■.■ II■1■■■e1■t■■■■1■11 ■■.■ I■■1■1■e■■1■l■■■o1■II• a■De■nn. ■1■1■e1 , • . . - e■nnn■nneto■ mnnmol■no. l■nlen■ unl■mnl■nul ��� nnnt■ni■uo■E/' inmupnn. NINE]■ i .i■•. ■• ■. 1_ ■ ■■■ _ ��� LEI .■Im --vn■1, vul n__n ee�■Ill Et■n■enen■■evi!■■, rrnol■I I_I nnnnm■■en I—I nuol■�u■nnn r Imino.lnu■■um I■tl■l■■■ll mmmlml \ nm■[■n I■e■tuto■NI■l■/I /n■mm■/■I amen /.In1. 'ten DESIGN Ill■n■■non■■e■nn I-I Enn■nnu■nnn■I m■mnl nt■ne■nnn■n n■■euu■■nr mnn' I \ lnni. `a .• 1■■■■1■1■e■/1■1■/■/1 I��II I■■■■t/1■e■/1/q/■/11 /■/1/1/■L-._.-__.In//■/1/i//■■Ie1L_--.-.-J■/1■1■e■n/II' AI■I■e■I �' //■el/i. ' ■1■■■1■■Io■eleB1■eel ■1■e■Ie■1■■el■e1■eel ]eel■■1■■ �= � It■e■1■e1� mmonul►. n■ne�o■m1. \ .- • - \ ri.ili iGGii• ■■ •ii.i■■iiiifii.■.i•/ii■G�•■i:i■•�i■i.i•ri.i■-■•i•i■■-ii—' - _— __ _ — _- _ _ _ _ \ o nn1.:.mlo■NINE■■nino.lnl■/nmo■nn■/■nnonnl■■m _ — -_ _ ___ _ _ �i:7■C, ■C7■1..■C.71[i/77E�C.7■t_71CGtIC:1■G70C:7■CCI■77e■:7■CIeO[a1-- .___-. -___.__ -.._-_. .__.-_ .-•__.— /IIR: ■■■1■n■■■1■1■to■Ie1■■■■1/1//■/1/1■■p1/1/e■■1■1■■■■1■1■■■etn/■■■ .■ ■1[n/■■1■1 ■t■1//■el/IO■■'. lion■1■■■■1■1/� aim Igloo r/' 'Tros v�-i-:r'--:� >:^�:f e - - Y.'%,z /iul■Nun■�..,----rnt■■n nI■■n■n�[n■n■e.— n■oI■n■n NI■ol■nie■ul n■n■� .,, �- IEINE w�n■n In—.,,�t, r■e■ , FZS ;•� NINE; : I e /1 I//1■1////Io1■■eel■Ie■e■lolel n■l////t■1■I 11■teOn■1■■ei 1■■e1■ll 11■1■■//1■1■■■■11 1/l I■1■1Y^. re••, x^s e,•4rfs4xs„.x5 teHt,�sg,,.^•,es ,t^.f• list%,s'•„e?s?: 0 limi■1■■■Itl „' a■■Il■l■e■Ilel■■■inl■e■Ilel immilmo■■■■1 ollel■e■l1■1■e Il■■■111 ■.■■ ■IIe1■■■iloo■■ [■ ■■'■ l■e11 %^rex,+l,,•,., %sJ s°' °.tit=J;+{I :,s•+°^,e. ,::,5 ,✓, •- - �••-• •-/•• • t ■/i■Ii/■/Io1l �, l■1■EI■■ei■11■■[i■IIe■■1■l1■I ,,I, 11■Ite■■1■11■I 1■Il■■/1■IIe■el 1■/1■■I I■IIe■/1■l1/■/1■ 1■I ' 's{ e'^�tf• ���,�)`t^•"t° J"'s"" �5r"h%•,`+e;•■11■1 u,,,y",a' ,4 s, yam,•^i!'''ez is^�j...-^;pyya•e�,',•, 1%q;;x.�, .. ...- 11■lee■■1■1■.e ,,, In■■Jn■ne■■nl■■■■nt■.■■ ,,,, 1■e■el■1■■■■ .■■■un■■eln ■1■n■■ ■■I■ ■■■el■1/■■mini■I lIl ■■.■ 1■oel tt '•'#µ. "4.'e%a"x%r; /rgwc,°;-.' 4°Tx; t.' • 'nnt■nnn■1 ❑ un■numnmm�lnl■n ■ ln■■■nn■n lt■n•/■E■nul mni■1 ■■■■i■■t■en//I `^ s``„ �✓ tg4 r °'"; n■l.lonl■l I■n■nnnnnnl■nnn■m n■Enm■rel e■n■en■n■n Ieol■li ll■innt■unnl 'io mn � ' ,-e tx= ?"" :;�' � 'v+. IG: 11■1■e■l11 ■/mil/1■■■Ileloeoll■i■■o11e1 ��� l■11■1■/■11■1 ■tlel■■■NIe1■■ 11■■■Ill "�' einl■/■11■1■e■ 11■ IIInI ,f'D�r •�'e'^ss `.'f' • "s rt�s., I■I s9"•GSY,'rs s • • RESIDENCE I_I .o..nn I■Il■o■1■11■■ell 1■Ye.n-.-eollll rt s s'/ k!s sxt'^t.c, 4`•« t r� mnnol■n t�I ni■Enoumol■lnm.lul IJ nnnoun■I 1■lu■n■■e■n tome ...�.... ..: ? :-« - :.•-• inn■onm L_-u� ■n■■entn■u/n■■nn■■■e n■■nnee■e .............. ............._. ...............I ... ..ra56 CROSBY ROAD uni■nun■1 un■un■l■nmm�nnoi m■eeun■�. Iiln7inill•nl ■•Inn innliil IninllinililtEl Inilun•u■Iinl a^:tar ..t, ;": _- - -- onnnmm�nl■ne y itxt„t:i e e Mgt: : uws;•.^,fir �8 tiac. s //1■ /Io1■//el■i■///Ion■/■1■n■■■Iote■e/ ,III 11111 11 II Il l Il ll l l I l l II l 111 II l II 11 l l Ill ll l 11 III■II i 11 1 111 Il l 1111 I l ll 11l l i•�s•!�^+ee1? yog•q•; •^e ee x'r.„,sts �l , I■e■■n■onm■■nn■■■ n■■Il ■Ilel■■■ilel■e■Ilel■e■]lei■/■11Eli:•11 i I '.I 1 1 11 l'1 l i 111 l I III II 1 II II 1 l 1 l II 11: 111 t.II l■i 11 l II 11 II I I'1 II 1 1 II l l 11 I II 11 I I: �,e,•„„u,,, ,,y.5 „o,,,,t, w'g`t ';' ,.- , - ■/1■IIe■■1■Ili■/1■11/■■I■Enoet■11■■e1■IIe■■1■■e■■1■IIe■e1Cq►'.11 l II III I l - II 11 I I l■II 1111 II 11 I "�s� 't"^�L'�"'x'«"'^%" %�'`s°iT':St"l +'^°^.�.�ts'w _1llllll ll ll ll 111 I■111111 Il ll lllllll Illllill 111 Ili hull .r;'xe st!, �t sx _ I���■''��� IIC77■C71e7[eiC7etCe■6[IC[■C771[e■■77:1■[■■CC7■C_n[7■e_e1[77 .11 I..11 C: e e.• I•.•.e9.. e I.!•.V • e•• _•u.! .b^.,^"sF.,!„'•>,,,':_ .;Ats..,;tPge s�„-?§:•;: y?s3s.%:..^.'s4tii I I I,I I L!I I,!I,I,I t„ \ III •, � �. ....•:e, .I. I. ... � � �� III � � � � � � � � .ul.u.......u.....hill�.■............u.....u.u.......1 \ .- . .." I111� ................- loll ...-- ._........_ .. =�11 r - loll-- •- '_� - IIIIIIIIIIIIIII ELEVATIONS �= SCALE: 1 IMF �i�i IMUtl, Nr0 M •EQ Ai— GG[I 1 } ®_ = ` -. 17-26 AA GENERAL NOTES A EXTERIOR1.ALL ■■■ OTHERWISEN 2.ALL INTERIOR WALLS SHALL 12 :.. IN I a, ZZI5.25 OTHERWISE NOTED. NINE /�IEIIl �i1■nl■II■-I molmtl�� cif .�11lInI Iin■Iu■.nlln. �mmn1..�_ —ALCONTRACTOR SHALL VERIFY VO/ AiI■nI■O� Ai■I.e■In1■n�n■i► ■I.mn1... .. -. OPENINGS ..li■■1.11m• AsslmisssslonsnlEls►, 71sss■INIos.�- .ORDERING WINDOWS. Old:11■IE■■■.t.• Inlmemilllm�llslm■EIInImI •,■INs►.Itolmnm■.� � Im11■n1E11�� rllIlms1o11lplmilnslollsmp� RNGlmlmslmlll\ • G PRIOR - Ilnlssmsl■isnl t■■■stel■eEo1■sI!■nlnlel■ei■t■\. 'II■■■s1 ■■1 _ _ \ CONTRACTOR ■enlElno■r• /i i ��• � ■ssIm11 I■IEI■►, pis►, a ii�liil�iililn�iiiINS ■■ ---- . - SHALL VERIFY . �.,.11s■ImInP ❑-Asslm. ,t::, /■1■L. ��I�m n n�■Ou■��l�I�.In. --.I ALL DIMENSIONS PRIOR . loll imm� ■I■■ Immlm olio■ m■11■Im, inn. . - EII■Ins i■■■■lol I En1El1I s1■Inm■1� .■■loss. mlm11■mnlmll■m■lm11■ 11 RESPONSIBILITYFOR Iloilo 1■Inn1■■I ■■■ II■Ilsml ■■■ I1■ns1■1■►, `Os■ml Ilno■1■Issminl■■EI ■■■ 11 INCORRECT IINn1� OO nimnonol■ IIen1En sslmsst■nIm► \IE■ ■llnolonlm■sln■IEoI 11ANY MISSING OR nP As■1■1■mlm �,■OIEIl 1nl�lsss■IEII►, ��O q is■s■Imin■slmi■ ® 11 Ir folmomlt■Imom11 I■s.m loon Enm11■16 V lsmilsimomllslm■mit■I ■ DIMENSIONS NOT BROUGHT TO �Ilsmsimilsos1E1 ■:E■Io11I ■ ■IEII■E■1■Ilssl■1. nmino■1■Inmstmll■ 11 THE ATTENTION OF THE emmelnnnln!■l„.Is■IEn■n■Im■■In1■.......'n■sl■■1 11■■m■1■1■■m■1■I■a. ---n■nlnss■■I-i-ema.-•-..---�' ■ - roan■ ■..■■a■m■nmmnlm►. nnlEnnn■nnmm�nnml■nnnmm�mmm�mm�nnn innmmnmEnm■oil nmalmm■Inlmm�mmnlEnmm�nlm. .�/cinmrn■■mn■mnmunnommin�Inummiommm�mmmm�� � .-- �m■::n:.l1::■eolle:■■ale:gn:1■aE::■l::■::■IG:�G.:Ie:al:11::01::1\�. - \ IEnon■■um■nnn■mnlrmnl■nslnnnnt.nnnmo■unm � IEI■CGlIC7ss71C777CG1.791CIY1G7■::■IG7ll:7R7■■:OI! 711�11CC■IG:nI�I -i■Gi■iaiiO■■:Gi■iii■f�i■GGi■— \ .-- mm�mm�nnimlmunomueusmnnm■mlmnnm■■mnnmmnlmn imtnnmm■m■Imanmmnnn] miunlmmmmmmnrnm■■nnnnlmnmm■■unmm�.n Ilmmnmiummn■I■n■mIn ,. mnnnm■ononnnEn■.■■.■.■■■■.■.■■■■■unmm�mm�nnm■n Imnlmm�nnmunuonrun Mod, �y. non! _ _ ■. 7^re•:.:�.- n►: _-1nn7 n■nln._.--::: - a17n■!1 _ .-- �;��� ,. ion= Ilnnuil in■un sr'; 1?;?or ■11■1■■ ■■■ ,.,, III■IE li EIt■Im■m ,,, ,�, 11■�n�n A; vw ;¢; s a spa miom ru ■'�■ �■ nEl �- umm�l t■uu■n + ++ . • .,��N°, •r���s 3??• `���. Imi�ii olio, ■I■'L. mil Icn ■■■ ■■■ mlm n.nn71 ■�,■ ■®, i1■llnl ®®®sw•: 7sy NORTHSIDE HEREBY EXPRESSLY is;i. s 1;(�y,,•"s I,.?., y , 1.. ■ ■ ■■ LN I■■■1!. u.■.1..1 ■ L1atal I, III rt-+ ssl miss= Ilnnml Illinois 6%R`/Y >Y,■ SY. - ;ri ■II■I■■ IEI I�I I■II ■.■■ ■■ II■II■I IEI III■I■■I ■II■I■■■ I-I II■■■II■IC COPYRIGHT RESERVES ITS COMMON LAW m■E■1 nI �ml 111■m■1�s11I■En■ IIII���-111' IIap1I loll.tn ey ; ;%. :: f: i's. •i.nnt'=====n=a ea-lul �Ill�mi misses I ire===== ====m■i■it 11o�1EVII-n1■tn -- iliiu�� 1 I II II I 111 II 1 I II I I II 1111 II 11111 I RE RODUCED,CHANGED OR o 1:II II -• 1EI■■■■1EI■■sslml■■■■1En I n n l ll l V"II I yuI I l ll l I l l I n l I1 1111 11 11 n l I l Il I n n 1 EI m■IE■ollnm■m11■Imsmil■ITHESE PLANS ARE NOT TO BE III1111111�I I I I� I��11�111��1111 1111 II 111 1 1111 1■ Imlllm■IEn■Eo1■IIs■■imil■ ,,IlW..__. ,e�x±_I_I•_ _,��_ 9 I._en_ei■eine ■■ninlien■�.i � :lIP1sEl71Pnor_wan •• _ \, .• �e -_ PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. ii ®�i ii ❑❑� i iii ��� �®� 110 IN NORTHSIDE ASSOCIATES 1 1 • �' DESIGN 4.75 12 .a. I . STRUCTURAL ENGINEER: .rii /:non Rn innIx3 RAKE TRIM :X3 RAKE TRIM minims ., '/�i1■■■IEi ItIi■nn■■mI.■�•:g rIra opl.m Ai■1!m■nenlmnl►. Ins�■Nn■.nlEu._ ri.nmInnmimnnlmsto�mn�snlnsTAYLlnn. n.. • 1.15 RAKE TRIM -n1■uir mm1■ INN ON DESIGN mlssonnlN■NI n\NIINIo lisp m■mltm■mll-. 12 %"qmmml mslmlt■moi ,11 ---_ Imnlslenmetnll rtnles■etsisometstesmoinia. \t■I■■I171■1m■ .■1■1■■E■t■1■■■■1■1■■■■1■I\. ■slmsslssl --. AID■IE��I■1 ■■II■■IE■■II I!!1■E- -- -i!1■■1\ Vani 11■■1.. IGG■1:71■7■IiaE:a■ii■!Gi!!a. \ 1o1m1nN■o11 ■■■■IEIess1 Illoosimin iEl■■■o1 1■■e1■1\ \1�,�}IEI i■1■1■■■■tmt■■■etmt■■eniolll■■ol■I\, Ioo11■Imsml ��� iim■mllsns Iloilo /EIIs1mO sons ■■ IIE■m11■IL RI■.#■m111 ■■m11■1■■EII. i- i•-r■I'll■■m11■1\•cis nmttennE ■1■■ Inun■EnI ru■nr nulnm■Ii lmnnoE.. �unmil smnlml■In nnl■mnnoE�.. n■olnn] Innmm�n 1■nnr' ,nnmm�m ■�■I■ ■I■ lmnElnn. �nI�1 ./■nm■mlmEl ■■�■ Igo ,. . nlnsisnl oomm�tn] NMI nnnimnt■n] mnl■nls N '�nI I nmsnmmnin■imnl mmnuulnnnn■. mmisNnn �-� nnimi■n1 miss inummin I ■ ■ Inn■innt�► �nl . ine�1lelt■tn■■n1■n ■■■ pal l�1 Iminimnml r n n■nmm� n �:nnEennlEn nmunmm�mun► miss I Innnamm�nm■mtol i■mitstmsmiietmeminl IlNlnm■IE In]■1■11G lI I. Ili ommin i■tlnE■II lm■Imi1■m■I■EnE.. •1 Imm�mm�mnnmslsllil I-I mm�sm■IEnnnlEnn] 11■■mnnlsL�-.-.--Jnlnss■■1■1 ./Isis■■■I■Innt■t■ ■I■InE■min■E■1■1\ a1■■■■1■1■■■■1■1■■EI I1��II 11■■■■1■1■■■■1■1■■■■ 'PROJECT imommmnn :n1m:n::a:n::I�:I ON nunn1�u1ni n dnnnmt��lnmm�nnumoumm�nnnunnm► -- PROPOSED KESIA/miss=sum■unmm�nn■nminlm■mimomimgmiou■nnu mil■nnn=■mmnnmumumm�mnnnnomnunmm�tumm�nonL !/ G:lsG:Ii::sGa■Gafo:mil:nG:llBmi:71■ao::1■GEs1::niGnlGaG:I■_ r - IMENTA .- Smantn■IEm11■elmnnln■IE■elnolEoslsllE■nlsslmonnetmssle■1■nelonlmnl\�� RESIDENCE I li:it■Gi■G�■EGG■.G:i■i:i■G:i■GGlii: CGIE:�■■isE177■G:mtGG■I:GIIni7n�i■��■1Gii■G�7tC:■■�7t■IOEGGS:■■ni .iGi■G:i■Gif■:: ii■Gii■Gi■■iiri■.■■ii.■iii■■ii■f�i■iii■■�i■iii■■■i.i■■fiiiiG■■■ii■►�■��iiii _ _ nE1I■1■■mil■INomItelE■m11■ImeE111 ■■m11IlE■EII■IE■EII■ImomltnlE■mil■1■■m11n1E■mIt■1■■Elielmnmllol■1 11 ■INiI■■■1■■n 11■IE■Nllnmc EI IIE■■11n1■■EIIo1■■m11■In]■mlI■i■■EII■Imo■11o1mimll■1■■mil■I■■m11■1\■\�l■I' I - \ 11EIInE■IEII■mnlmll■m■IEIIOE■lmll lllmllnEl1m11■■■1■llsN■IEII■EOImO■■■1m ■■ p1E11!■■ Illn■iNil■mC:m Cm■:G1nCG1OI011imslC9l■GiiC:toCGli::■EG:mC:7EG:EP.:EG:E1Cm■:GIOCmLRmiCS \ CA PIN -• : ROAD Ion■n1e1ss■ntolo■■■Io1■■mnlsln■ mlssmen��noln■E■1■1■■EIIn1■■mot■I■nnioloeEnleloomst■Iemolol nnsio■molnnl lol■In■E■1■i■■nolumn■■Esoonmm�nNon■nnnn■o■mn nl■� _ \ . m1EssIY—._�� nl■slml nmlEmnN FRIEZE ■IEI■■ol Ilnsoelml ■ m1■nsslElossn■1■o■■1■ Inoniminn - mnnsl E000nmlenssll lonimnsont■ I■■n1■1■■1■IEI■ssnE1■es■tm11 soimlooOimin minim,.,,, tmlm■EIII III Itlni■smmsin■Ilslmsni ,,, lm■mlinlml ,„ 111■IEI nsimsmti■I■oml Itmomlinlmsml ,,, 1■omlislEomll■1■■mltnlEsm111 ,,, Iomlt■Imsmllol • • limits■■ Itsmnlmti n IIIlEs1Ellsmol■InE■IEI Im■1■Ilsml Iltoms Illomnl■IlnEotm I■n1m11sE■Iml IEEI■In■oim11no1Ei1■moiEIII 1■IEIIeEn1EIIe -• f � I � I CORNER BOARDS Ilno■o1■1 mnn■o■ ■ n Ilsl■ ■■1■ ■E■Isl I1■I lll I■Isl■ mllll■! innloml no■olmsoll lmeolm m�nitmmot■ ll Ienlmooto■n , WINDOWDOOR CASING 1■Iminn „ Inmolnsoml ■lmise■I llmo■■Iml ■ miso■■iminoonlEls■!!I■ loo■Imlo!! Ninon] olmom■IEI■■enin I■ I o■imt!lesln I■■■Imll�slmilss■1■Inn■n1E11 ����1������1� - am11■1■I t■imnmill INNn 111mom1l■Imomlloimoml Im■mitsiml IIInimi Ilnlmom11e1moE1 Ilm■mllslmo■t In]■mil■imomllmimomllnimnm111 n u I■Ei1o1■EEO■It Ilmllome ® ■ llsm■Imll 11 ■ IIISE■IEtlnmllEllnEnlNl ■ loolmlloml ■ itiono Illo■■1■11■oolm I■o1Elt■molml ■ IEIlEtlomolElloE■Imtl■Eslmltl ■ 1■IEIIOE■Im11n Itnom■lel�� u mslnlnn■ ■ u ■Eelolnnenl■tEotolss Itninome ■mold Imoininenlslnl InnlonEolnlon u IlnlnnIllooEnt■tssmelol■oE ■ niemm�l■tssEl' IslNsslo Ins1■■IEI 11 IEssl■o1■!sl■ol■on1llii ■Is■IE■olI INnnl■ moral■n1E■oi!■11 Isl■slm!!1■■11 o1�lEI■isslm!!1lolmo■tool■I n■■u■■■■■■.■ IstE1■■nolElos■o1min■nslml■sonlml ■■iEls■o■IEI■nnolEloon■IElnneslEloes■Im1o■■■1EIn■■ol�noo■�Innnl ■1■n■siminsooil IeoolElo■sot=lasso■IEloen■Im1■�o1m1■ ■■Iml■■n■IEIs■s■1■1■■�n1�i����1�1� ELEVATIONS IEIIn1Enm11■INsmtInlE■mll■IE■mill !lmi1�ElEIIni■■EII■ImoE11■iNnm11■IE■EIilIE■m11■In]■EII■1■lEllllol ll■Im■ml1■1mom1 IIm■m11■In]■Eli■ionmll■In]■Eli■IEomI1■Imsmll■Imlmil■In]■EII■im■m11■imsmll■I .•- _ - II II II I II 11m11■m■tollemolmllemnlEltom■IEII loiEllnmolmll■mot■11■EnIm11■m■IEliemn1m11mm�lmllo■■IEmmm�lmltnmo II1onotmllom■Im In]■IEIIomnImll■m■Im11■mmlmllemnl■11■mo1m11em■Imllmm�imllomnl■lie■olmtie - - I III,I,I II•I l,I,I l,I I!•IIC•IIlI ICG7m7:■P7EC:nCnl:71■on]■CCI■C■ L.■n9n:ssmnn0■NGII:GIm�nIG7NC:nCG■s71■ 71sC tlCOo1G7:YN■IGI lC7in17■CC1stGl CI:■1::mC:71CCmo:sIP7oCOIGC:7■`CssmllCnoC7ntG■CGInC77Eot■IC7ECtnssmlFLOOE . ... �. ......i■oouo■u■i■■uni� ■u■i�■■■u■■u■■loos■nio■oii■o■ui■nuuo■■■■i■■■o■ioo io■uu■■uni ■■■■■■. ■unio■■■u■Nossi�■■u■i■�•o■i■■■■■■io■■oio■ouoo■■ii • - --� FOUND. R i II OF �I � ■ 1�,11'rl�■� 1 A1. ALL EXTERIOR WALLS SHALL ■■■ ® GENERAL NOTES BE OTHERWISE NOTED. -@ 16"D.C. 2.ALL.i\. ■ INTERIOR WALLS SHALL UNLESS OTHERWISE NOTED. © .m1� Iail�nm. Imm._ �i1■nr •iI■n1■tuml. vnwill AL. STEP FLASHING 3.CONTRACTOR SHALL VERIFY nl. nri i■ rn■on ONE -910 AT ALL CHEEK WALL ALL WINDOW ROUGH OPENINGS 1!■■nm �ru■nlrsca! riinl■miulm' in■m■nnm�nn■m■nnr. loinurl;ilnlmi�Itt PRIOR TO•" DERING WINDOWS. �■mm■nrin► .iuminntinnmunl oplimmonimtI 11■li■■nnv Ism■pmlmmmmlmmlpmislmmm■Imlp, m■■uWpm■■I 1lmlmir' Immslm ' ' im1■Il ; Is1■Iimnmlmipmlm ' It CONTRACTOR SHALL VERIFY ,in 1O � • • PRIOR iN IOl■ mimic\NlmIS to-In I■■ImIN , no ■unman. Vmlmnl sIm/Imamlmllm■si■Ilm 11 IIl mm■rn nnmmolmmm II ASSUMES RESPONSIBILITY FOR INN NONE . INCORRECT !■r i■nI■1■mlr I_I',nnm '-I Imm�■m�.. `fin lmnunrinmrn I®I 11 DIMENSIONS BROUGHT IN, /nmiuw■n I'--ICI I■ilm IL—JI I■■n■i■rtui. �m Imalul■m■nn■m■Im ��I ■ �Ilmm■Inn1■1 rllrin n■ THE ATTENTION OF THE Ii■nni■mlmlm■1 Ilmml■■1 ■Onlmlmm■Nlmlm\, 11i■mislmmmmlmlmm■ .Iim■nminnnl■........mnn.�......mm�umnner►. ..i■iunnin■ni■nnn■ininuunnn■nnninnlmn► _ .mmmlmmmrnnnrnmlrinmm�mm�mm�mmrmu. .��numn■Inolinan■nm■n■mm�lmn■minnnilenin■mrumn\ ..,- - ■ .-- �a■am:r■I::!lomle:■■rali::mF:n::mr::n::■-.a1::ri::I■:m::I■:amt:a`�■ -_ � t■nungmn■nnnnuul■ennl■n�n■nnnunmm�nn■nm � _ � Lat■G7nC.mlC71C:7■�IrL7■l�LrLL71PLr1_7■CL7IC7!!L'J'I■7:aCimC7■IGL■■Ligl '-..ii■ia..i■■:Gi..Gi■fGi.GG■.GC�i R .-- m11■1■mrllml■srllmIra■II■1■s■IIBI■�11■1■■m11m1■m■11s1■■■11s1■mr11m1■■I '�1/m/■!■11■1■m■IIm1■B■/Imo■m■Ilml net■iNinmmminnminnil■�unnnnlnn■mninnm I■nmminmm�ll■mmm■ •is,'s.'se;•ea° 'r.`by.. Im■mlmlmsmmlmism■mlpmm■mnn■sun■■.r.■.o. Im m■ _ mIs ■■pmlmmmslmlmNrN/m1I mm■mlmlm mlmlm■rslmlmNr■lstmsrl <�y.t;:� �.£ Main•—.-:t_—._: n ■►.—._.�•. —amn nnm■.—_.�_:. —nim1 _ .-- •*s:��%:°• `+s /■Immm1 1■I ■■1 - ■Iimsl 11■Imsmsll '` Imsm1■/m sylY Jy r n1■Irm I to ■■�■ Ilr nnm 1 10 „ ,�, lumen y stews sr ,qn/ sue• ■IlNmml - 1 IINN mal �' Illm■ml11 la/1■r■Im •• •..- ��� Sol �■ mt ��� }�� mm� n■mi ■I■■ {®� inffiffi Yt y �J �r,.yJ �Y It■mslml am .■■ Im11 I■smti Ilmmslsml Ipsmuml �., m■m Iln rt m m■m nrlmnl unI■n sN LAW 'LgYa��. s„s5�� /Ys: m11■1■m I■I I�I loll ■� ■ ■■ 11■ I■I I■I Ir■1■n ■iI in I-I 11■m■Ilml O COPYRIGHT _ n=nr !n �I■I mnm In1■■■n 111'���-111' I'Npl' INEENN I■ NORTHSIDE HEREBY EXPRESSLY ... .. nt�� �� ... ....... ■■._lnlmi nnnrm RESERVES ITS;is' !#°'r• i ti: ltnnle====_:__ =a_Inl It i_ L'3_=eaallnll Ilr�l !1 -- .nnol :%°k! s,Y :' G I8 I II 1111 II II 1111111 II III 11II Il l ' 'I 1 II III 1II 11111 111 II 11111 I l l II 11 Inni■Irl■■m■l■tmmmml�Im ., j f<.; <; �; I I II I I I II 111 11 n 11 11 II I n 11 l 11 l uI I II I yV,I 111'u I I I I I I II II II II II II I I I n 111 n 1 rl ■11■Irnnnr■■Imn■t1■1 THESE PLANS ARE NOT TO BE c l??;,d y;$i t: f;'; Iii E II l 11 1 1 l II II II II II I l 11 l I l l 11 l l 111111 I III 111 111 1 11 1 11 11 1 11 1 Il l 11 1 1 1 11 Im I■ItN■mlmllsmml■IIm■mlmllm - I I,..Y f, ..II.I_ k_II 1-9Il lean.!!...ln•. ...L.,.__.I '.. ■.!!.n!.u■:. 7■■•lIC�■lL71l7nL7flC71 - . •.• ■■. u•o�l..■..■ ■...■■..■■..■.■■..■i i i �--ice.■. ....■... ..■....� PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. ���il� iii i ■1■*� �! i� ] li iii iii • - R6, i ■■■ ■■ �+t R� 1ff m7mews,_1 i L_ NORTHSIDEI@COM�. � 1111=}�, 111111111 �, . o • =• o STRUCTU a: . ALE u: dlnl► Ru 1.5 RAKE TRIM - • . Ixb RAKE TRIM .mismmmlmlml .rlmimilmmo-_ \I■Immmmlmlo._ .LL...Lt.■m■I 1._ DESIGN itGim■/■mmllr .rmlmm■mmlm■mil I net■.■nnr�._. .:net■.■npmm■Nino. , I - • �11■■millet■s1■• Is1mll■mm1■Ilmaslminm\, '��■p■Ilm■■1■ILA • Ir■t■IINrs1■llm■111■II■■\, - - + ------ 1■nni■nnr nnnmpmtmmmpnnmml■n, met nlil tinpimminnmmlmm■mlml\. ■ mmlmilmml 1NlsmlaNnsl milNml■■n► I�mlm\.— — mlmsl\ `n_ 1[�INsI■i /G:mlGaia/i-.l■ 16:■iii■Ga. R 1■1m/mN■m11 mmmmlmlmil llmmmmlmlml �m/■m■m/ lmm■mlm/m■mmlm/\. ,I,I, �,I, 1■i1m1\ V_, iFr1.1 AI■/.■■mIm/mmmmtm lunnr�■I ■�■ n■m■nno n�mnn mn1■n n■■■nn► m.r■in �■nmlun_ln n■Ilmmpm smmlmlgmsl 111■mm1�• Imlml/mms11 lmn■11■■\. \smmtmll A■s1m1/m■s1■1/m ■/n1m■■1■11m■m.. Inm■nnn ■■■ Ipmuml Immr nnn■pn■ ■,■■ ■:■ nnmm�\. mlil .o1■timnn■t ■'■ Itnr�ingimp . ilnpml nnminln min innminu■ ■nn■i1n_ `nIn .imnupmnnnmml ■■� iummnn.nunm. m ,mum ��� ■Itninm net► ,.annn�I■m■n ��� I.I nm■nnnn► 1i1 in lnmmml n■.nam I.i.■mnn■nn■tn_■. m■nn■mml IJ Iimnmm ur .m■p■m■1/pmn IJ 1� nmmnnl■mnnn RI n Im■nnm■nn1■mmnml immil_ 0 Rol■inln r ICI 1�1. nnnrm ■munmmn I• innn■nnlmmm I■nnn■n■na►. '� Imin■■ninrmm n■nm■pnnomlm! un■minn__._._.�pnn■np nnmm�n■nm pmli■pmmmnn► m■■nnnmpn■1 nn■quu■■mnm■m PROJECT: ��Iilrllnnlrnunmmmn.■■.■■..rmm�nnl■nnn� Iniiumm�nim n1■mnnl■nnn■n .nmm�mnnmlinlnininnn■nnnmmiliniil► •••�••••••�••••••�••---- •••�•�••••�••••••�•• PROPOSED .nl�■m■Ninamnnl■m■nn■■nnn■■nuurnuimrnnonnl► r .Yunnnnmm�nomnnmlunnumpnnol■ummnnnn� KESIA PIMENTA RESIDENCE + � �Ca■Gili::■ia■G iamlar i1 sf".iialmiim:amirNi::mi7mliaGi/■_ . - - 1mmlmilm■1ammo■■1ammo■■1■met/met/■■mlmml■mmlmmlmm■Ims1■■mlmsl■■mIs Ii:B.fii■CG..a.■.Gi■iii.G:i■iG � � _ _ _ - _ + .i. ail■:C■4:aIC7sCL■/C:mmL71mC7mC�ImC:sI�:N■:■IC:NmClltr7■CCiL:met. ...i■c:a.G�■.:. .■■.•..■ ■■•...i..■p■.■■■■..i■r�■.r.•■■. .r•■■rx■..•■■■..rf.■■G.i.rw.■�.i.i I •- - - mm/Imomm■Ilmlamm11m1■■m11m1■m■t11 met■IIn■mmll■Ims■llml■smltmlmmmllmlms■Ilmlmm■Ilnmmmltml■■■IIm1■/ /Im/■■■11m1■■■1 Itm■■llml■m■lIm/■■■IIm1■m■Ilmtm■■llml■mmllslmeta/lmlmmmllml■■■IIm1\s\Ilml' 11■IINa■IrIIN■mitlm■m1■It■r■1■II 1pmllmmsl■11�■sl■Itlap■Ilsmmlrll■■m1m11m■mI■Ilsmml■mmmmlmllNrm Iltsrmlmllsmm:a IN 56 CAP'N •• ROAD 11mm■slmlm■■mlmtmm■m1m1■■mslm/mmm ■Immmmlmlm�■mlmlmmmslmlms■s/■Immm■Imtm■mm1m1■■mslmlmm■■Im1i■slsl 1mmisimsmm/mlml ISIm1■m■■/mlmm■slmlms■mlmlm■■■■Ilmm■m/m/met■minlmm■m/■Imm■■1■tNm■m1\IOm■1■■ A CENTERVILLE,MA. LUM. GUT rER 1m1■mm11Imslmmlml mil 1i1■mmlo■1■Nml■■1■NNlgml■Il—,�-=—.■min■Imo\ml I� FRIEZE I FACIA smi lmil misp■I ■ ■Immmmlmlm■smlml■met■n ■m smomilm met ■Ilmm■ pm■mmlmlmm■Nil mum/mlmmmn■ I■mm1■Imim1■1■■■mlalmmmminl mml■Immmmuls nm11■■m lmis ■■I■ ■,■I■ gm■pm11inionsil1 III NO ,,,�, lI nnmullsmn■II■mp■llinimi ' ,;,, ■pa/Imm1 imi ■I■�■ Nilmmm n/mapm/Im■nml met 1■elm■■u ,„ nal■mmmumm■millmamutl, , onlinimomilmi „ pmllmmnmlNi CORNER BOARDS Ipnm�loommis1 ■■I■ ■■■ �mlm 1■I p mosolons ■■I■ i■■1 1 nmlm 1 nm1■1/ ■I■■ m/mnmmll limisommix ■■I■ �mmsmoinI mmn■1��Imm 1 �Im 1 ■ImmNi mining■�■■ m1 �mm�nmmn nmlgni ■■■ ml� ■mImlm�rl WINDOW/DOOR CASING mI■In■sl llm■smtml ■ L01 mismsmlmissm■Irlmmssts Inset/■Imps ml■■ml mims■mlmlmNmmll sm■mlmlmmmmlm Immml■Imi■IrlmmmslalNNIIs1■11 mslmlmNmp■n Immllmlmm 1slnm/11 111 IIImImsmllmlmm■Ilmlmm■t ��� In■llmlml � RIp■1 Its/msmllmlmmml I/mom//mlmm■1 1■mnt■um■mmi■mllmin■t11 1mm11■1mm■/lmlllmllm■s Ilmm■ m11sm1 1 N.C. SHINGLES ■ 1■II IIIIIs I Ir■I IIIm■■ IllNastmllsmml■ ■■mlrl■ mlrl I■■1■IIs■s1m11s s1■l■■m1m111 Islmlt■■mI■tL�J ■mlrll■■mlrn■r■Ir 1�1 ICI ICI ■ I ICIlmm■m1a ■■Imo■■m ■ m NNIE I.■......ml■Imm 1��J� 1/mtmmm■l■ LL■J�..I mmlmnl l■■Imt■m■nnml ImIm1■m■■/■/met 1��1 IIm1■mmmmllmm■mlmlm■■■Imlmm■ It��I mlmmm■Im/ammo' -- INI■m■Im l■nsml■I 11 I■mmlm■I■mmlmml■m■Imm1I m1ms1■m■Il I■m■Im ammo■■/■mmlmmll 1■Imm1■NNImmII m1i1■mmis■I■NNI■■1■mNlHml■I '-_________—_ Islmissmm/mlmNssl■Imsmml■Imm\mlml ■slmissm■1■Imm■s1■Im■mstmlmmsmlml■mmN1■Immmmlmismmmlismm■ilmmml mlmsm■1mlmmmmll mmmmlmlmmmml■Immm■1■Ismet■Imonnm/■Im■met/mlmmmmlalmmmmlalmsmmlmlm■mm1■ImELEVATIONS mm11s1■■r1lmlmm■Ilsl■m■/Imlmm■111 met■11�■s■tlslm■■Ilml■■rllml■■r11m1mmm11slrm■11■1■smllmlrs■Ilmtrl llmt■mrllnrs■1 + ..- - I I I I I I I I �II.I•l.l ll,l Il l,l Il,llIl•llIl.11IIl l■ II.CI■.m.■.1■/.mC.mL.mm.1l.■■.7.I■l.mC.mL.s■■II.Cr.:.l■l.mN.m:.7m.1/.m■.7.t7/.m■■mC.7m.7l.mr.C.l:l:� IL.:m..m.i1_■.C.:l.m.■C71p.aC1mC■ rmC■Lm11rCmsmt1C■7l■lm■■:■mn1■:I7tmmmCa■1sCL:mlps:lil:slml 11:m7mImmLl:m■lC/mmm/smCl�■t sll. l.11. .tl ./I I:let:as■n11:■■1:l/■l/m■Cl■:■7mm11Cr�9l1l1■sstmL■:mm1l4■m1/71I■■N1■C■m■s7ImraCl1Ll1mm■lm`m1■mLt■■■■1/a1I■■1ml■CmmL17■■NIICllsmala/■■q■:/.:m■:.N1./C1Im■m71■.ta.mm.sCl.:rr.7l.l■ll■smml.■:m.s■.mP/.■a.:.IlmIlm.m.1■■.m■s1.■■.1.t1lm.n1I � .O_ _ MOM" MEMO.7■nm ■ m■.m . ■onm■mlmrm met1 I . ......mom............III.............■..■■....1■II 1 .� I —_per. I • • • m • OF - —I•�v��.1. i.�..E 1 q GENERAL NOTES A.6 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS 2-I 3/4' x II 7/8" OTHERWISE NOTED. LVL RIDGE BEAM 12 71 3/4' x 16° LVL RIDGE 3-1 3/4° x 16" LVL RIDGE as.2s 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. " A 2 3/4' z II B° A.6.� 3.CONTRACTOR SHALL VERIFY I.BEAM - ALL WINDOW ROUGH OPENINGS INSULATION -- - - PER CODE PRIOR TO ORDERING WINDOWS. TOP OF PLATE — — — — 4.CONTRACTOR SHALL VERIFY 2z CEILING JOISTS ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ❑❑ " o c I HEAD R ASSUMES RESPONSIBILITY FOR 2 GYPSUM ON Ix3 1 HEADER INSULATION PER CODE 1 ."^ U ING @ 16'o.c. '� ANY MISSING OR INCORRECT 0 I/2" CDx. SHEATHING t I, r� DIMENSIONS NOT BROUGHT TO °DENSARMOR°GWB = AITIW. GUEST SUITE �� x THE ATTENTION OF THE VAPOR BARRIER \J6 `O� DESIGNER. TYVEK HOUSEWRAP K1 t2 SIDING(SEE ELEVS.) yti `�� TECH PLYWD. �12: a4 t GLUED t NAILED, 2ND FLOOR SUBFLR 3 i".£ G L r TOP OF PLATE — —.— — —. L_____- 2-I 3/4°>tll_7_/8_"_L_VLL II ?$° TJI FLOOR BLOCKIN+UNDER , JOISTS 16,O.C. DORMER L-LE O W10x39 BEAM, PROVIDE I LAYER 5/8° DROPPED-BEAM1 I TYPE 'X° FIRECODE G NO. REVISION DATE ❑ ® ,'-,ENTIRE GARAGE t CEI - © COPYRIGHT b- NORTHSIDE HEREBY EXPRESSLY 2-2.6 P.T SILL _� RESERVES ITS COMMON LAW W/SILL SEALER COPYRIGHT. I5T FLOOR SUBFLRTH SE PLANS— ITCH S — _ � _ REPRODUCED,CHANGED RE NOT TO E CHANGED OR PLAB�D PER TOP OF FOUND.100.9' FOOT TOWARDS DOOR a- — — FOOT— — — — — — — — COPIED IN ANY FORM OR MANNER — - WHATSOEVER WITHOUT FIRST.. W6x6 W2.9XW2.9 - qI IC _IT II II OBTAINING THE EXPRESS WRITTEN TOP 1/3 OF SLAB PERMISSION AND CONSENT OF 98.0' NORTHSIDE DESIGN ASSOCIATES. b°COMPACTED FILL 10°THICK x 24"xI 4°CONC. SLAB ON ^ VERIFY AND MAINTAIN CONCRETE WALL ON 10 MIL VAPOR RETARDER 4' FOOTING COVERAGE BUILDER: CONTINUOUS 24°z0" R BELOW GRADE CONCRETE FOOTING CONTINUOUS RIDGE VENT CONTINUOUS RIDGE VENT 2-1 3/4" x II 7/5' LVL RIDGE 2-13/4"x 16' LVL RIDGE BUILDING SECTION - 2z10 RAFTERS @ 16"O.C. A 5/8'CDX SHEATH 12 ING 2 15#BUILDING PAPER 4.7514- 12 ASPHALT ROOF SHINGLES Q4.75 51MP50N H2.5 CLIP, ONE DESIGNER: NORTHSIDE PER RAFTER, TYPICAL — — INSULATION R DE — — — — — — — — — — —TOP OF PLATE DESIGN — — — — — TOP OF PLATE \2.B CEILING JOISTS 2zB CEILING JOI $�� 13/4°x11 7/8° LVL RIDGE ASSOCIATES 1/ 6 @ 16 � DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 1/2° 1/2' ON Ix3\� 141 MAIN STREET'YARMOUTHPORT"MA02675 FURI @ I c ^ 0 FURI G @ I o.c. \\� v, p (5081362-2210 (51)362-802 m DR M ���' = 12 12 �/4 / BE )ROOIV 1#3 2x8 CEILING JOISTS `0NORTHSIDEDESIGN.COM O� �12 I'(MIN.)CLEAR AIR, TYP 12[7 �/ @ 16°O.C. NORTHSIDEIOCOMCAST.NET 2x WIND BLOCKS BETWEEN ADVANTECH PLYWD. -a° PINE CEILING — RAFTERS,PLYWD. STRUCTURAL ENGINEER: SUBFLR. GLUED t NAILED, RAFTERS, TYP, 77 SUBFLR. GLUED t NAILED, TYPICAL IX FASCIA W/ TYPICAL _ — — _ _ 2ND FLOOR SUBFLR TAYLOR 2ND FLOOR SUBFLR _ _ — - ALUMINUM GUTTER — _ _ TOP OF PLATE — — — — — _ - IX SOFFIT W/VENT TOP OF PLATE R-II BATT INSULATION IX FRIEZE 3-I 3/4°x7 i/4° I1 TJI FLOOR 3-I 3/4°x11 7/8° 2-I 3/4'x11 7/8' LVL DESIGN LLC - ?§° TJI FLOOR SOUND CONTROL 3-1 3/4°x7 1/4" LVL HEADER BLOCKING UNDER 3-1 3/4°x9 1/4° JOISTS I6"O.G. AROUND ALL BATHRMS. LVL HEADER JOISTS I6"O.G. LVL BEAM, FLUSH DORMER WALL 0, LVL HEADER EmCONTINUOUS P.T.3-2x10 1 STAMP: pI r ® ® BETWEEN,TYPICALTWD. b M ❑ M. BEDROOM :i _ io ITR = SCREEN o, o PORCH ADVANTECH PLYWD. DVAN ot PROJECT: 3-1 3/4".11 7/5' 1 SUBFLR. GLUED t NAILED, LVL BEAM FLU UBFLR. GLUED t NAILED, jv Ix DECKING ON P.T. I PROPOSED I5T FLOOR SUBFLR TYPICAL , PICAL r 7�� —_- DECK FRAME— — I— _IST FLOOR SUBFLR KESIA PIMENTA TOP Of FOUND. 100.9'— — _ — — ------ — -- ---- -- — — —.— TOP OFpoUNO_ioo.9' RESIDENCE II 1,4"TJI FLOOR II 7W TJI FLOOR 2x6'.@ I0 o.c. W/ 1/2" P.T. 200'.@ 12"o.c. 1.10 SKIRTBOARD JOISTS 16 O.C. 3-1 3/4'x7 1/4' JOISTS 16' O.C. PLYWOOD, TYP. 56 CAP'N CROSBY ROAD 2-2x6 P.T BILL 3-1 3/4"x7 1/4" LVL HEADER 2- P.T. 2x10 FLUSH CENTERVILLE,MA. W/SILL SEALER LVL HEADER BEAM 2-#5 T<B T7P. II 2- 2x6 P.T SILL MECH./ En W/SILL SEALER 6 10' THICK x 9'-10°CONCRETE STORAGE N O a 19 SIMPSON ABU66Z i o- WALL W/2, #5 BARS TOP AND BOTTOM, TYPICAL ALL O d TITLE WALLS, ON CONTINUOUS WGX6 W2.9XW2.9 4"CONC. SLAB ON 24°z10°CONCRETE FOOTING TOP I/3 OF SLAB ID MIL VAPOR RETARDER 2- 2.6 P.T SILL BUILDING TOP of SLAB 91.4' W/SILL SEALER 4'. _ _ — — — — — — — — _TOP OF SLAB 91.4' SECTIONS FINISH GRADE 9I.0' FINISH GRADE 91.0' =I -II'- -Ir-I W6X6 W2.9XW2.9 JIT PROVIDE 10" DIAM. SONOTUBE SCALE:1/8'=1'-0" 6" COMPACTED FILL TOP 1/3 OF SLAB 6° COMPACTED FILL DOWN TO 20"x10" DP. 10'THICK x tb'-O° FOOTING FOR COLUMN 10'THICK z 36-0" SUPPORT ABOVE 0 1 2 4 8 CONCRETE WALL 10"THICK x 9'-10'CONCRETE ON CONT.24'x10° CONCRETE WALL 4" CONC. SLAB ON WALL W/2, #5 BARS TOP CONCRETE FOOTING ON CONT.24°zl0' 10 MIL VAPOR RETARDER AND BOTTOM, TYPICAL ALL CONCRETE FOOTING En WALLS, ON CONTINUOUS PROJECT#: SHEET 24"x10" ON FOOTING 17-26 /` °6 B BUILDING SECTION C BUILDING SECTION FOR CONSTRUCTION DATE: OF 5/30/18 13 2-1 3/4" n II 7/8° LVL RIDGE BEAM GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. I U ION ER D CONTINUOUS RIDGE VENT 2,ALL INTERIOR WALLS SHALL 13/4"Al 7/8° LVL RIDGE BE 2x4 @ 16"O.C.UNLESS - - - - - - - - - - - - - - - - TOP of PLATE OTHERWSE NOTED. 3-1 3/4N7 1/4° 2x8 (LING JOISTS - P 16 o.c. _ 3.CONTRACTOR SHALL VERIFY LVL HEADER 3-I 3/4'x7 I/4° 1/2° PSUM ON Ix3 �' - `�= LvL HEADER ALL WINDOW ROUGH OPENINGS 2x6 TIES @ I6° O.C. FURI @ 16°o.c. �, E� ^ � � - PRIOR TO ORDERING WINDOWS. = BEDROOM#3 HALL B ;R© #2 _ -'m L 2x 10 RAFTERS @ 16' O.C. 4.CONTRACTOR SHALL VERIFY W_ 5/8°CDX SHEATHING ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR AS 15# HALTBUIL ROOF PAPER ASSUMES RESPONSIBILITY FOR ASPHALT ROOF SHINGLES 2.10 RAFTERS @ �� U ANY MISSING OR INCORRECT 16, O.C. M - - - - - - - - - - - - - - - 2ND FLOOR SUBFLR 2x WIND BLOCKS SIMPSON H2.5 LIP, ONE DIMENSIONS NOT BROUGHT TO - f BETWEEN RAFTERS TOP OF PLATE THE ATTENTION OF THE IX FASCIA - -- -- TOP of PLATE PER RAFTER, PIGAL -- ---- - - - - - - - - - - - - - - - - — - - - - - - - - - - - DESIGNER. IX SOFFIT W/VENT ----- 11 7.¢° TJI FLOOR 3-1 3/4'x7 1/4' IX FRIEZE 3-I 3/4"x9 I/4" ----- JOISTS I6"O.C. LVL HEADER FN 3- 2xIO DROP `1C.r " -' HEADER 1 ./ � �. ---- INL - -�. HHEADER W 1/2°PLYWD. 2x5 CEILING I`N '� # ----- 1- 0 I 13 - I 1 BETWEEN, TYPICAL TIES @ 16°O.C. "'�` - PORCH :;EN IRY•, G ' _ 'V D Q IQ �=L.k e._:' f_ AZTEK COMPOSITE I j o li .0 E `� y 0 RAILING SYSTEM :o 2x 10 P.T. DECK ��pi # { Q I NO. REVISION DATE JOISTS @ 16" O.C. -rP :,,,,,!�!!! b I!�!!! .�Ix DECKING ON P.T. o Ix DECK I �.. / '� DECK FRAME Rl F, IST FLOOR SURFER DECK F _IST FLOOR SUBFLR- - -.- _ - Iz10 SKIRTBOARD- L - _ _ - O COPYRIGHT -- - NORTHSIDE HEREBY EXPRESSLY FLUSH P.T. _ _ _ -P.T-2��s�12�c- TOP OF FOUND_1.11 P.T. 2z10 JOISTS @ 12°o.c. RESERVES ITS COMMON LAW FLUSH BEAM I 1 — - - - - - - - - - - 1 '- 7 I I I 1 COPYRIGHT. 51MP50N ABU66Z r----- 11 /V TJI FLOOR 3- P.T.2x10 FLUSH i I 3- P.T. 2.10 FLUSH I I THESE PLANS ARE NOT TO BE r----- J015TS 16" O.C. BEAM I BEAM REPRODUCED,CHANGED OR 2x10 P.T. LEDGER I COPIED IN ANY FORM w/2)§§° DIA I I I WHATSOEVER WITHOUT LAG BOLTS 16"O.C. I I 10°CUSTOM SQUARE I I I COLUMN, BASE t CAP c F, WET BAR' ----- OBTAINING THE EXPRESS WRITTEN ,�sl- ^ II II. �. II W/6°z6° P.T. POSTS II BAHKITCHEN F 6 i PERMISSION AND CONSENT OF cx= 10°CUSTOM SQUARE I. SIMPSON ABU66Z NORTHSIDE DESIGN ASSOCIATES. I-I COLUMN, BA5E 6 CAP PROVIDE 10° DIAM. SONOTUBE i p W/6'z6' P.T. POSTS 102 DOWN TO 20'z10' OF. FOOTING j[�� - M FOR COLUMN SUPPORT ABOVE I bE I I I ^ BUILDER: 13 VERIFY AND MAINTAIN - - . . ... .-.-.-.-.-.-. - - - ERAGE - I I TOP of SLAB 91.4' PROVIDE 10° DIAM. SONOTUBE . .. c 4' FOOTING E q i WBIGFOOT FOOTING (BF28) BELOW GRADE SIMPSON ABU66Z TOP GRADE 110' FOR COLUMN SUPPORT ABOVE z VERIFY AND MAINTAIN BUILDING SECTION �� BELOW GRINGADE COVERAGE l0'THICK z tb'-O' BELOW GRADE CONCRETE WALL DON CONT.24'.ICI CONCRETE FOOTING WBIGFDOOT° DIAM.FOOT NG BOF28)E BUILDING SECTION DESIGNER: NORTHSIDE FOR COLUMN SUPPORT ABOVE - E DESIGN ASSOCIATES DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN SIDING SEE ELEVATION ^�I� 301 MAIN STpEET•YARMOUTHPORT•MA 02675 "TYVEK" HOU5EWRAP j (508)362-2210 10EDE51GN5 QI)362-9R02 IL, 6 MIL. POLY VAPOR BARRIER h" CDX PLYWOOD G.H.B. NORTHSIDEI@COMCASTMET U k�° 2x6 @ 16"O.G. - \� 'q'T$G PLYWD. SUBFLOOR STRUCTURAL ENGINEER: PERU CODE N \ GLUE t NAIL TO JOISTS T A/'1 Y O R BIT.JOINT FILLER, \J I L fl TOP OFF WITH FLEXIBLE JOINT SEALANT ASPHALT ROOF SHINGLES DESIGN LLC LSL RIM JOIST OR DBE. PERIMETER MATCH EXISTING Wbxb W2.°AcW2.9 TOP DO NOT BACKFILL WALL 3 OF SLAB STAMP: UNTIL CONCRETE HAS ATTAINED 7 DAY STRENGTH 4"CONC.BLAB " CDX SHEATHING AND BOTH TOP t BOTTOM OF WALL ARE PROPERLY \\/\\ a �1 �1�1� (MIN.) 5RCURED. II °TJI LOO JOI T - @ I o.c. I°CLEAR AIR MIN. 20 tt5 REBARSBOTTOM, CONY. -° o 2. WIND BLOCKS BETWEEN TOP tBOTTOM /\ RAFTERS, TYP. PROJECT: / PROPOSED ICE AND HATER BARRIER MEMBRANE CARRY DAMPROOFING \\ 2 b°COI'IpACTED CARRY UP 3'-0° FROM EASE - KESIA PIMENTA OVER TOP OF AL. DRIP EDGE FOOTING, TYPICAL / � O a \/\\�\/\ \\j\N �\ P.T. 2x&'5 @ I6" 0.c. RESIDENCE / / / OVER ICE t WATER BARRIER \/ I " G w B 56 CAP'N CROSBY ROAD 2z4 KEYWAY ° \ CENTERVILLE,MA. - a ALUMIN. GUTTER INSULATION PER CODE / \ 2- 2z6 P.T. SILL n d p _ tt5 DOWEL 0 12'O.C. J n \\\/// SILL SEALER ON GxN STRAPP N®A 6 LAB TER J d yz" CDX P.T. PLYWD. CORA-VENT STRIP VENT 2 / BOTTOM 6" 51MPSON H2.5 CLIP, ONE TITLE BED MOLDING \ PER RAFTER TYPICAL /��j FILL t TAMP 5'OUT FOR III ° IX FRIEZE SECTIONS & ' FT. SLOPE: PROVIDE m l 12' BED OF%'STONE DETAILS I� 0 2 @ tt5 REBARS CONY. SIDING WHERE NO GUTTERS -_� - 6 AROUND ALL OPENINGS TYp WALL 011 NOTE: FOOTING SHALL BEAR ON COMPACTED GRANULAR FILL OR NATURAL UNDISTURBED _ 5/8°ANCHOR BOLTS @ 36'O.C. D 'I 2 4 6 GRANULAR SOILS FREE OF CLAY, PEAT, LOAM, MIN. 7"EMBEDMENT c \/ VEGETATIVE OR ORGANIC MATERIAL. NOTIFY - � w/3'z3'z1/4'PLATE WASHER TYPICAL EA y DETAIL ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS DAMPROOFING BLOW GRADE _ d ARE ENCOUNTERED, - ° J{ SCALE I-I/2" = I'-O" PROJECT#: SHEET TYPICAL SLAB °$ FOOTING I a 1-26 A.7 SCALE I-I/2" = I'-O" FOR CONSTRUCTION DATE: OF TYPICAL_ SILL DETAIL 5/30/18 13 L SCALE 1-1/2" = 1'-O" GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL LESS OTHERWISE NOTED. TYPICAL EXTERIOR 3.CONTRACTOR SHALL VERIFY WALL CONSTRUCTION ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. COORD. DIM. W/ i j\I ALL DIMENSIONS 4.CONTRACTOR PRIOR VERIFY 6" APRON, THICKEN TO 8° DOOR LOCATION - ALUMINUM FLASHING 1/\') @ DOOR OPENING CONSTRUCTION.CONTRACTOR GARAGE DOOR SHINGLE.RIDGE CAP ASSUMES RESPONSIBILITY FOR 2'-0° - 2.10 P.T. LEDGER ANY MISSING OR INCORRECT ROLL VENT w/2)W DIA• DIMENSIONS NOT BROUGHT TO LAG BOLTS 16"O.G. THE ATTENTION OF THE IYAc4m RIDGE BOARD(STRUCTURAL DESIGNER. GALV. ANGLE w/tt4 IStt FELT PAPER 51ZES MAY VARY) ANCHOR @3'-000 @ I od 00 J01 T O.C. MAX. 5/0°CDX PLYWOOD RAFTER VENT WHERE INSUL. W..W2.9XW2.9 (MIN, I°CLEAR AIR) TOP 1/3 OF SLAB - 2x10 P.T. DECK 2.10 RAFTERS @ 16'o.c. JOIST 12" o,<. INSULATION PER CODE y P.T. 2x6's @ 16° o.<. NO. REVISION DATE ° d' d �- GALVANIZED JOIST 11 G.W.B. m HANGERS, TYPICAL C COPYRIGHT d ° ° NORTHSIDE HEREBY EXPRESSLY ' G 2x4 KEYWAY - RESERVES ITS COMMON LAW COPYRIGHT. THESE PLANS ARE NOT TO BE a REPRODUCED,CHANGED OR 2 @ tt5 REBARS, CONT. ` \ COPIED IN ANY FORM OR MANNER \//\//\/\\ \\` \ d° d / ////\//\\//\\/\ WHATSOEVER WITHOUT FIRST 6°COMP. FILL \\ OBTAINING THE EXPRESS WRITTEN • I!" PERMISSION AND CONSENT OF / \ NORTHSIDE DESIGN ASSOCIATES. / // /\ \\ \/\/ // / TYPICAL RIDGE VENT DETAIL //\ �. °• \//\\//%\/�\\/�\/� SCALE I-I/2" = I'-O" _ I BUILDER: d �1GARAGE APRON DETAIL SCALE 1-1/2" = P-0" (7� 0"TYPICAL DECK LEDGER DESIGNER: SCALE I-I/2" = I'- NORTHSEDE DFSIGN COMPOSITE DECKING ASSOCIATES DISTINCTIVE RESIDEHNAL&COMMERCIAL DESIGN 101 MAIN STREET'YARMOUTHPORT°MA 02675 3/4"COMPOSITE TRIM I (508)362-2210 (508)362-8802 2x10 P.T. DECK � CONCRETE fc - 3,000 Psi @ 28 DAYS JOISTS 12'O.C. NORTHSIDEDESIGN.COM SEE FRAMING PLAN j 3-2x10 P.T. HEADER I,_6° REINF. fy v 40 ksi NORTHSIDEl@COMCASTAU I ASSUMED BRG.CAPACITY 1 1/2 TON5/5F 2° r STRUCTURAL ENGINEER: 2" MINIMUM COVER 10'CONCRETE RETAINING TAYLOR WALL W/STONE VENEER tt4 @12' O.G. HORIZONTAL DESIGN LLC 6'x6" P.T. POST \\�\\�\/� 2' WEEP HOLES 8'O.C. 0 Er /i\`\\i\\ STAMP: O / ROUND rt7 @ 12°O.C. VERTICAL SIMPSON ABU" 0 \/�\%�\\/�\. STONE •�-� tt7 DOWEL @ 12" O.C. PROVIDE 10' DIAM.SONOTUBE PRO,I F_CT FOR COLUMN 50UTPPORTBF OR(BF36) ..°ABOVE �\T�\\�\\ �/ /\\�\ %/ j 3. PROPOSED /\ \// `////\ \ \/\\ /\\\ KESIA P I M E NTA , r-o° t0 a. RESIDENCE a - 3 o \\i/ �m /, 2x4 KEYWAY 56 CAP'N CROSBY ROAD C ENTE R V I LLE,MA. < /i \ //`/i`/ /i\i TITLE: \\i\i\\` /\\//\\/ �\\�\\//i`\/ i i\\ BUILDING 4-W DETAILS SCALE:1/8"=1'4- TYPICAL PORCH POST DETAIL Q� RETAINING WALL 4'-011 TO (ol-011 0 1 2 4 8 SCALE 1-1/2" = 1'-0" v SCALE 3/4" PROJECT#: SHEET 17-26 A.8 FOR CONSTRUCTION DATE: OF 5/30/18 13 GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS of DEL TOP PLATE PRIOR TO ORDERING WINDOWS. 1 I I 4.CONTRACTOR SHALL VERIFY i� ALL DIMENSIONS PRIOR TO RAFTER @ 10' O.C. o�"� I 1 - CONSTRUCTION.CONTRACTOR 2.6 DBL TOP PLATE �o ASSUMES RESPONSIBILITY FOR ot� ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO SIMP50N 5P6 (20 GA.) of 2x STUDS @ 16" O.C. THE ATTENTION OF THE o° DESIGNER. °ojH2.5 @ EA. RAFTER 2x STUDS @ 16" O.G. J TOP PLATE o� � I i ,DEL BTM PLATE ~ I HEADER FULL HGT. STUD HDR UPLIFT STRAP \\ NO. REVISION DATE —-JACK STUD ��\\ RIM JOIST rr © COPYRIGHT WINDOW SILL ?\Z PLATE Lo�� FLOOR JOISTS NORTHSIDE HEREBY EXPRESSLY 74 I� AFTER TO PLATE CONNECTION RESERVES ITS COMMON LAW SCALE: N.T.5. J` ' COPYRIGHT. 5/8" ANCHOR BOLTS @ 36" O.C. - 2- 2x6 THESE PLANS ARE NOT TO BE MIN. 7" EMBEDMENT SILL PLATE REPRODUCED,CHANGED OR w/3"x3"xI/4" PLATE WASHER - COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN II 12 GA. ANCHORS TYP. 1/2" CDX. 5HEATHING "0,.°< PER ISIONIDE AND CONSENT ASSOCIATES. DBL. BTM. PLATE SILL PLATE TO TOP PLATE .. II SEE NAILING SCHEDULE - I 5/8" ANCHOR BOLTS @ 36" O.C. _ BUILDER: MIN. 7" EMBEDMENT °_' II w/3"x3°x1/4' PLATE WASHER II >� STUDS I HEADERS �C SILL TO PLATE CONNECTION wl SHEATHING SCALE: N.T.5. SCALE,N.T.S. DESIGNER: NORTHSIDE DESIGN ASSOCIATES JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING DlSiI CTIVERESIDENi AL&COMMERCIALDESIGN COMMON NA BOX NAILS 142 MAIN STREET-YARMOTHRORT°MA 02675 ILS - (50R)362-2210 1508)362-9802 NORTHSIDEDESIGN.COM ROOF FRAMING N0RTHSIDEI@C0MCA5T.NE7 BLOCKING TO RAFTER (TOE NAILED) 2-. 2-IOd EACH END RIM BOARD TO RAFTER (END NAILED 2-16d 3-16d EACH END STRUCTURAL ENGINEER: WALL FRAMING 1/2" CDX SHEATHI CONTINUOUS HEADER @ MULTIPLE OPENINGS TAYLOR TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-Ibd 5-16d AT JOINTS DESIGN LLC STUD TO STUD(FACE NAILED) 2-16d - 2-I6 d 24°O.C. HEADER TO HEADER (FACE NAILED) 16d 16d 24' D.C. ALONG EDGES FLOOR FRAMING STAMP: J015T TO SILL, TOP PLATE OR GIRDER (TOE NAILED) 4-5d 4-I0d PER JOIST - BEAM 4 STRAP NAIL Bd COMMON EXTEND HEADER BLOCKING TO J015T (TOE NAILED) 2-6d 2-I0d EACH END �— NAILS @ 3" O. TO KING STUD BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3-I6d 4-Ibd EACH BLOCK 6v LSTA @ EA. RAFTER LEDGER STRIP TO BEAM OR GIROER(FACE NAILED) 3-16d- 4-16d EACH JOIST END NAIL TOP PLATE J015T ON LEDGER TO BEAM(TOE NAILED) 3-5d 3-I0d PER JOIST DISTANCE 2- 5/8" ANCHOR BOLTS TO BTM. OF HDR. PROJECT BAND JOIST TO JOIST (END NAILED) 3-16d 4-I6d PER JOIST �� w/ 3"x3" PLATE WASHERS 2 ROWS Ibd NAILS PROPOSED BAND J015T TO SILL OR TOP PLATE (TOE NAILED) 2-16D 3-16d PER FOOT @ 3" O.C. KESIA PIMENTA ROOF SHEATHING OPENING RESIDENCE WOOD STRUCTURAL PANELS .II BEAM FOUNDATIO II 56 CAP'N CROSBY ROAD RAFTERS OR TRUSSES SPACED UP TO Ib°O.C. 8d IOd 6° EDGE/6° FIELD RAFTERS OR TRUSSES SPACED OVER 16°O.C. 5d IOd 4" EDGE/6° FIELD NOTE: ii. CENTERVILLE,MA. RIDGE STRAPS ARE NOT I1. GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 6d IOd 6° EDGE/6° FIELD REQUIRED WHEN COLLAR TIES OF . .,. GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL Bd IOd (V EDGE/6° FIELD NOMINAL Ix6 OR 2.4 LUMBER OUTLOOKER5 - ARE LOCATED IN THE UPPER GABLE ENDWALL RAKE OR RAKE TRU55 w/ LOOKOUT BLOCKS Bd IOd 4° EDGE/4° FIELD THIRD OF THE ATTIC SPACE AND ATTACHED TO RAFTERS U51NG CEILING SHEATHING 5)IOd NAILS EACH END GYPSUM WALLBOARD 5d COOLERS - 7" EDGE/10" FIELD NARROW WALL BRACING TITLE. DOWN SCALE: N.T.S. WALL SHEATHING RIDGE BAND STRAP DETAILS WOOD STRUCTURAL PANELS (DE) SCALE: N.T.S. STUDS SPACED UP TO 24'O.G. Bd IOd 6° EDGE/12° FIELD SCALE:1/8"=V-0" V AND 2%i' FIBERBOARD PANELS 6d - 3° EDGE/6" FIELD k2°GYPSUM WALLBOARD 5d COOLERS - 7° EDGE/10° FIELD 0 1 2 4 $ FLOOR SHEATHING PROJECT#: SHEET WOOD STRUCTURAL PANELS I" OR LESS Bd IOd 6" EDGE/1" FIELD - 17-26 A.9 GREATER THAN I" IOd Ibd 0EDGE/6° FIELD FOR CONSTRUCTION OF DATE: 5/30/18 13 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2n6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL TYPICAL LVL/GLULAM BOLTING/NAILING OTHERWISE NOT.uNLEss OTHERWISED. MULTI 1 3/4" BEAMS 3.CONTRACTOR SHALL VERIFY 2° ALL WINDOW ROUGH OPENINGS -- PRIOR TO ORDERING WINDOWS. • 2 PIECES D-4" 2 ROWS OF 16D NAILS @ 12" O.C. _ 4.CONTRACTOR SHALL VERIFY C ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR A.6 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO ---- 2° THE ATTENTION OF THE DESIGNER. A'� I i ......................I p` / 3 PIECES D-4° 2 ROWS OF I/2° DIAM BOLTS @ 12°O.C. A.6 A.6 2° El �O ❑� ❑� 0 77 NO. REVISION DATE 67'-V © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY 05T 3-I 3/4°x9 1/4° P T RESERVES ITS COMMON LAW D LVL HEADER DN _ COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR IIIIuuIIIIIIIIIIIIIRnII"uIpIIIIlIIIIIIIIIIIIIIIIIIIIIII uuIIIIIIIIIIIII"uIIIIIIIIIIIIIIIIIIIIIIIIIIIII -_�JIIIIIInuIIIIIIIIIIIIII"IIItLIIIIIIIIIIIIIIIIIIIIIII-_-_-_-_IIIIIIIIIIRI"nI"IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-_-_-_-_7liIIIII"IIIIIIIIIunIIIIIIIIIIIIIItIIIII�IILIIIIIIIII-_-_-_�JuntIIIIIIIIIIII"nIIIIIIIIIIiIILIIIIIIIIlIIIIIIIIIIII-_-_-_-_IIIIInI"°0IIIIIIIIunIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-_-_ 1IunIIIIIIIIIIIIII"iIIIIIIIIIIIIrIIIIIIIIIIIIIIIIIt .......o....c.-....II.II PII ... ............II I1I O.0 T ❑�III II 6 II IIII IIII- --1 A.6 - IIIII IIIII POS T o WHATSOEVER Y Y WITHOUT RR F M IRA SN T POST soL D B KI G OBTAINING THE EXPRESS WRI NT T NEE F J I57 PERMISSION AND CONSENT OF U M NORTHSIE DESIGN ASSOCIATES.. ER DEL. STUD POCKETSI", 1ILI BUILDER: 3-IL3/4x9 I/4 __JL----4----lL---JL___I____ LV HEADER P T DN ?¢TJF-FLOOR_1C1575.@J6" A . 2 A x1. ........................ ............... II 7 8" L uN ER P A I x4 POS FL SN A N. 6x6 POST DESIGNER: NORTHSIDE3-1 3/4"Al 7/6° ON. A. LVL HEADER DN. DESIGN DN. ASSOCIATES "xll 2 11 VL LU L EA DISTINCTIVERESIDEWIALS,WMMERCIALDESIG 11 NDN SH ATPRB R 141 MAIN STREE YARMOUTHPORT MA0267544 P I q ' 7/ LVPO T U II TFLOJOISTS@'GF AB E, Y ICAJ JOI TS UN (506)362-2210 (5H1362A02 POCKETS it ! TJI FOOR JOSTS @ 16"DEL.. __r n n --I - zll 7'8 VL NORTHSIDEDESIGN.COMII II It II F x 1 7/8 LV L Li LU M NORTHSIDEI@COMC .NET LLV HEADER4ON. STRUCTURAL ENGINEER:T ON 39 TEL 4 4"x 503 4" PT _ WLV H DE D11 7 D FLU UP/ N DPP -Ull DESIGN LLC P05T OBL STUD P T N x II 5 x4" .2 ON. STAMP: ON. ETS /5" LVL L N N. LU5H BEA 1-7K I p .T. II ;¢T I FLOOR JO C IIII N L 1 ' Ll ON. p5 IIA.s ❑3/6 TJI FLOOR J015T5 P.I6" 5TU POCKETS D I II 3-I �q xll 3¢° LVL p p CONTINUOUS HDR. PROJECT: r r I PROPOSED A — A I... ...... ...... ...... ...... ...... ...... .:.... ...... ...... ...... ..... ...a. .... ...... ..... KESIA PIMENTA ....m .... � II € II A.s I A.s III II L AT rL R II RESIDENCE III II JOI T5 UN OS I D PC T O III II VE, rY ICA _ _ — _ 56 CAP'N CROSBY ROAD P05T CENTERVILLE,MA. _ - - ON. I 3- 10 HDR. TY . U.N.O. A A 6 TITLE SECOND FLOOR FRAMING PLAN 12'-0" 24'-O° 5'-6" 26'-O" I SCALE:1/8"=1'-0" n,_6" 0 1 2 4 8 PROJECT#: SHEET N 17-26 S.1 SECOND FLOOR FRAMING PLAN FOR CONSTRUCTION OF DATE: 5/30/18 13 1 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY TYPICAL LVL/GLULAI"I BOLTING/NAILING ALL WWDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. W-o" W-0" MULTI 1 3/4" BEAMS 4.CONTRACTOR SHALL VERIFY C __ 2" ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR. ROOF BRA. G 4' O.G. A.6 I - ASSUMES RESPONSIBILITY FOR FIRST Two IST 2 PIECES D-4" 2 ROWS OF 16D NAILS @ 12" O.C. ANY MISSING OR INCORRECT SPACES, TY ICAL CONTINUOUS P.T. 3-2x10 DIMENSIONS NOT BROUGHT TO HEADER W/ I/2" PLYWD. II THE ATTENTION OF THE —_ — — — BETWEEN, TYPICAL -- DESIGNER. A A A.6 c =w CONTINUOUS P.T. 3-2x10 HEADER W/ 1/2" PLYWD. 3 PIECES D-4" 2 ROWS OF 1/2" DIAM BOLTS @ 12' O.C. BETWEEN, TYPICAL POST TYP. O I� 2a N CONTINUOUS P.T.3-2x10 HEADER W/I/2°PLTWD. jo.c NO. REVISION DATE BETWEEN,TYPICAL '-4° I'-4 2' 4°- III - © COPYRIGHT ( M ) 2xl HIP I NORTHSIDE HEREBY EXPRESSLY LAY CN OOF FT RS RESERVES ITS COMMON LAW w es 16° .c. COPYRIGHT. THESE PLANS ARE NOT TO BE REPRODUCED,CHANGED OR LWJ COPIED IN ANY FORM OR MANNER CONTINUOUS P.T. 3-2x10 WHATSOEVER WITHOUT FIRST I I HEADER W/ 1/2° PLYWD. OBTAINING THE EXPRESS WRITTEN .s BETWEEN, TYPICAL PERMISSION AND CONSENT OF I NORTHSIDE DESIGN ASSOCIATES. I ICI I o @ 1 o. . I L z6'-o" BUILDER: iT I 0" I T" II A I I 4x6 4x6 P � 6T DN q A 6 POST O.C. ....... ............:..................................................7JN:..................... ....DN....... .....DH.:..5 UD.. .. T ......... ............... 8 M..... .......I A.6Tr7Crp TO ROOF B CING 4' " AA I A.8 DGEBEAM FIRSTWO JOISTAf POSTON. T ON. SPACES TYPICAL _ _ _ _ _ _ _ — DESIGNER:x6 POST — — — — — — — NORTHSIDE V RIDGE BEAM I I D2-1G xB M L / I T I \\ // I DESIGN F ill x II e \\ 12.1 E 5 16° ASSOCIATES I \ \ I DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 2x1 E S \ W 141 MAIN STREET'YARMOUTH PORT'MA 02675 AL \ e / I (506)362-2210 (506)3624IW2 O NORTHSIDEDESIGN.COM I \\ "LVL AM: // 21 �< x I 7 NORTHSIDEI@COMCAST.NET XII I / B M \I a STRUCTURAL ENGINEER: II POST DN. j \\a III I eM� TAYLOR I At — J ——— L L " I_ _ — DESIGN LLC m I II '61 POST ON. POST N . ? I I STAMP: POST I O P TO Bs RIDGE N. OS @ 2x1 ' 16" C. m A.6 I a NK II I I 2 I')4 - - �o o I III I o PROJECT: L L v LC I PROPOSED " V A --- -- - --- ---.....- - ---- --- - --- - A I I KESIA P I M ENTA A.6 A.6 II ——— I / \\\ I RESIDENCE -___ _ _'/ \\ I 56 CAP'N CROSBY ROAD / \\\ I CENTERVILLE,MA. v v fV N ROOF BRACING 4' O.C. POST ON. POST DN. FIRST TWO JOIST POST DN. 6 6 POST SPACES, TYPICAL 6X6 POST UP TO A U DGE BEAM TITLE: RIDGE BEAM a.s ROOF FRAMING 2'-4° 9'-e" 12'-0' 12'-0° 13'-O" 13'-O° PLAN (DORMER) 12'-0" 24-0° 5'-6" z6'-o^ SCALE:1/8"=1'0.. 0 1 2 4 8 PROJECT#: SHEET N 17-26 S.2 �� ROOF FRAMING PLAN FOR CONSTRUCTION of DATE: 5/30/18 13 { r 1 A GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL .. A.6 BE 2x6 16"O.C.UNLESS •' f 2-I 3/4':�I I Ire OTHERWISE NOTED. ' - - - - , . LVL RIDGE BEAM - - - aszs ) 2.ALL INTERIOR WALLS SHALL 3-1 3/4'x 111 LVL RIDGE 3-1 3/4'x 16'LVL RIDGE BE 2x4 @ 16"O.C.UNLESS ' - OTHERWISE NOTED. A.6 3.CONTRACTOR SHALL VERIFY - 2 3/EAM x II - - ALL WINDOW ROUGH OPENINGS L INSULATION• - PRIOR TO ORDERING WINDOWS. - PER CODE . - - — — — — 4.CONTRACTOR SHALL VERIFY TOP OF PLATE. 2x CE I JOISTS\ \ - - ALL DIMENSIONS PRIOR TO I . • 0 6'o 1--I1-T - 3✓4'x7 I/4 • CONSTRUCTION.CONTRACTOR 1/2'GY L HEADER - ASSUMES RESPONSIBILITY FOR - INSULATION PER CODE �� Ft)RING ANY MISSING OR INCORRECT I ' �! DIMENSIONS NOT BROUGHT TO 0 1/2''COX.5HEATHING FAs aD 1/2' 'DENSARMOR'GWBB-ATH GUE I � - THE ATTENTION OF THE VAPOR BARRIER I 6 \ „ DESIGNER. - - ,. TYVEK HOUSEWRAP �i OC 12 - 51DING(SEE ELEVS.) ADVANTECH PL : \ if �12: `\l TYPICAL GLUED _ 21 R FLOOR SUBFLR - _ - ' TOP OF PLATE —. —.—. __ —.— — —.— —.—.— —. 2-1.3/4x11 7/6'LVL __11�!T�11 FLOORBLOCKING DORMER WALL Ir-JQISTSO&'O-C. - WIOx39 BEAM, IDET�YER 5/6' \0 �' NO. REVISION DATE - DROPPED BEAM �X'-FIRECADE EIL gA r ENTIRE GARAGE/C _ - �E © COPYRIGHT NORTHSIDE HEREBY EXPRESSLY' - - 2-2x6 P.T SILL r , \\ - - RESERVES ITS COMMON LAW �'� �� ❑FOR _ COPYRIGHT. W/SILL SEALER i _ - I5T FLOOR SUBFLR r J�' � THESE PLANS ARE NOT TO BE- .—.—.—. — S— E - - REPRODUCED._CHANGED OR \ COPIED IN ANY FORM OR MANNER J i PITCH LAB'PER - TOP OF FQ1tID.IIO' r, :_FOOT TOWARDS BOOR WHATSOEVER WITHOUT FIRST W6X6 W2.9XW2.9 - 1 I - - OBTAINING THE EXPRESS WRITTEN TOP 1/3 OF 5LAB PERMISSION AND CONSENT OF - . - - - q6•p' NORTHSIDE DESIGN ASSOCIATES. . - - 10' THICK x 6'COMPACTED FILL CONCRETE WALL ON 4'CONC.SLAB ON c^ VERIFY AND MAINTAIN .. _ CONTINUOUS 24'x10' a., 10 MIL VAPOR RETARDER Z -4' FOOTING COVERAGE - - - - - BUILDER: -• v._.. BELOW GRADE CONCRETE FOOTING - - - , CONTINUOUS RIDGE VENT - < CONTINUOUS RIDGE VENT - 2-1 314'x II 71W LVL RIDGE _ _ - 2-13/4•xI6'LVL RIME BUILDING SECTION ' - zdo RAFTERS 6 16.O.C. n _ - _ .. - - • - r 5/5'COX SHEATHING 12 150 BUILDING PAPER 4.75� 12 Q5.25' ASPHALT ROOF SHINGLESQ4.75 SIMPSON 142.5 CLIP, ONE _ - - - - - DESIGNER: NORTHSIDE PER RAFTER, TYPICAL INSULATION - _._ DESIGN - - - - - -.. - - - TOP - ® TOP OF PLATE •. OF PLATE . 218 CEILING JOISTS 2xB CEILING JOI \ \ 13/4'xII 7/5' LVL RIDGE ASSOCIATES 016 vI6 \\ �^ ®-1/2' _ - 1/2' ON Ix3\\ \ -. STI FURI I .c ^ FURI •I O.C. DINUNE RESIDENTIAL&COMMERCIAL DESIGN \\\\ - 161 MAIN STREET'VARMOUTHPORT'�'MA026]5 ' C \\� ~ • ' - b 150H)362-2210' (508).362-9R02 12 72 BE ROO #3 2x5 CEILING JOISTS m NORTMSIDEDESIGN.COM �12 1'(MIN.)CLEAR AIR, TTP 12� /�/ o.C. NORTHSIDE1@COMCAST.NET ADVANTECH PLYWD. - 2x WIND BLOCKS BETWEEN - ADVANTEGH PLYWD. \\\ \ V4'PINE CEILING _ . - SUBFLR.GLUED t NAILED, - RAFTERS, TYP. 9 \ TYPICAL IX FASCIA W/ • - i TYPICAL GLUED t NAILED, \ \ 2ND FLOOR - - - - STRUCTURAL ENGINEER: — — - ALUMINUM GUTTER — _ —.— — — zrw FLOOR.suBFLR TAYLO R IX SOFFIT W/VENT TOP OF PLATE R-11 BATT INSULATION IX FRIEZE - 3-1 3/4'x7 1/4' - 11 V TJI FLOOR 3-1 3/4'x11 Ire' 2-1 3/4'x11 7/5' LVL - - - - - '�H IGN LLC II 'SS'TJI FLOOR SOUND CONTROL - 3-I 3/4'x7 1/4' LVL HEADER BLOCKING UNDER 3-1 3/4'x9'1/4' JOISTS Ib•O.C. AROUND ALL BATHRMS. - LVL HEADER - JOISTS I6'O.G. LVL BEAM, FLUSH _ DORMER WALL -Q LVL HEADER S . CONTINUOUS P.T.9-2,I10 a M ❑ M. BEDROOM ; nn , .. ,1/2'PLYND. SCREEN - I I I - o d PORCH Ell --- --- Ix LADVANTECH PLYWD. - 3-1 3/4'x11 71W DV 1ST FLOOR 9UE/FLR TYPICAL GLUED 1 NAILED, - - LVL BEAM, FLU 1CARL GLUED 1 NAILED, �'`Y I1..DECKF DECKING ON P.T. I 157 FLODR SURFER �� OSED - 11—ME —'— PIMENTA. ._TOP OF FOUND.1110' n L SIDENCE • II T.b"TJI FLOOR - - 3-1 3/4'x7 1/4' 11 W TJI FLOOR ZW.G 16'o.C. W/ 1/2' P.T.a110'e 6 12"o.c. I JOISTS 16'O.C. - - - - 1 �`1O SK'RTBOaRD - 56 CAP'N CROSBY ROAD 2-2X6 P.T SILL 3-1 3/4'x7 1/4' LVL HEADER JOISTS 16°O.C. PLYWOOD, TYP. 2- P.T.Sx10 FLUSFI ry 51u SEALER LVL HEADER BEAM CENTERVILLE,MA. 2-M T48 TYP, II o H - < F ® 2- P.T SILL M I - ECH./ �I w/SILL SEALER 10'THICK x 9'-10'CONCRETE STORAGE 2 SIMPSOJ ABL"Z .. WALL W/2, U5 BAR5 TOP I I _ AND B6'TT61, TYPICAL ALL Tn R ;p O - - . II WALLS, ON CONTINUOUS WGX6 W2.9XW2.9 4'CONC. SLAB ON TITLE 24'x1D'CONCRETE FOOTING TOP I/3 OF 5LAB IO MIL VAPOR RETARDER - 2- 2x6 P.T SILL -ML± BUILDING TOP OF SLAB Io0,m. _ _ W/SILL SEALER — — _ _._ _ TOP of slA9 100.76' SECTIONS FINISH '': W6X6 W2AXW2.9 - PROVIDE 10' DIAM. SONOTUBE SCALE:1/8"=1'-U" 6'COMPACTED FILL7!4� - TOP I/3 OF SLAB _ 6'COMPACTED FILL FOOTING DOWN OFORx1COLUMN IW THICK x:6'-O' - CONCRETE 1BALL 10'THICK x 36'-°' 4'CONC.5LAB ON 10'THICK x 9'-IW CONCRETE SUPPORT ABOVE 0 1 2 4 8 ON CONT.24-00' CONCRETE WALL 10-MIL VAPOR RETARDER WALL W/2, #5 BARS TOP CONCRETE FOOTING ON CONT.2^10• - WANDAL BOTTOM, TYPICAL ALL . CONCRETE FOOTING WALLS, ON CONTINUOUS - ° � PROJECT#: SHEET 24'x10'CONCRETE FOOTING - 17-26 q 6 B BUILDING SECTION C BUILDING SECTION FOR CONSTRUCTION DATE: OF 3/6/18 13 2-I 3/4•z II 7/8' LVL RIDGE BEAM - - GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL _ - - BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. CONTINUO15 RIDGE VENT 2.13/4'.11 7/6' LVL RIDGE BE Lx41@ 1E6"10 COR WUNLE SALLS HALL _ _' _ _ _ _ _ _ _ _ _ -TOP OF P ATE OTHERWISE NOTED. • -I 3/4 7 I/ ' 2x8 ILING JOISTS — F - 3 k 4 3:CONTRACTORI LVL HEADER f Ib .c. 3-1 5/4'x7 1/4' U2' P5UM ON Ix3 L.�\® '®� LVL HEADER - _, - 2xb TIES f 16'O.C. - SHALL VERIFY ALL WINDOW ROUGH OPENINGS .- PRIOR TO ORDERING WINDOWS. FI1RI f 16'o.c. -� - __ 1 - 4_ _ ONTRACTOR SHALL VERIFY � BEDROOM#3 HALL B RO 21 2x10 RAFTERS*16'O.C.om 5/B'COX SHEATHING ALL DIMENSIONS PRIOR TO K 15u BUILDING PER CONS TRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR 2x10 RAFTERS f ii _ ASPHALT ROOF SHINGLES - ANY MISSING OR INCORRECT O.C. .—.—._.—.—.—.—._.— —.—.—- _. - 2x WINDS ZN�FLOOR_SUBFLR DIMENSIONS NOT BROUGHT TO IX FASCIA _ __ _y 7oP OF PLATE SIMPSON H2.5 LIP, ONE BETWEEN RAFTERS PER RAFTER, ICAL � TOp OF pLATE THE ATTENTION OF THE .. _ _ .—. _.—.—. .- - DESIGNER. IX SOFFIT W/VENT -- - II 76"TJI FLOOR 3-1 3/4'x7 1/4' IX FRIEZE I 3-1 3/4'x9 1/4' ----- JOISTS I6'O.c- LVL HEADER - 3-2x10 DROP L,/J L-1 ❑IJJ _-_-- i CONTINUOUS P.T.3-2x10 HEADER i i _____ ^ 2, CEILING 1 ? I�n _____- PE .` :. I i o '��-- C I I F HEADER W 1/1'PL7YID It- TIES s 16•o.c. PORCH �EN tRl^t J' � G �v 2 i i BETWEEN,TYPICAL AZTEK COMP051TE o RAILING SYSTEM NO. REVISION DATE 200 P.T. DECK 1 L(\� ' F f 1 i i - JOI5T5 f 16'O.G. v ` J�fJ LLJI Q Ix DECKING ON P.T. I .. _ �. Ix DECKI4 i al . y I. I 1 _ DECK FRAME ._._ m '.._-_._._._._._I5T FLM_R,SURFER - IxIO SKIRTBQARD_. L. DECK . I._._ .'15T FLOOR.9UBFLR © COPYRIGHT 12MNORTHSIDE HEREBY EXPRESSLY FLU540 P.T, _ ------- .—P.T_2AW&i-12°-o.c_. _TOP OF FOUND..110 -P.T.2x10 JOISTS f 12'o.c. - RESERVES ITS COMMON LAW COPYRIGHT. FLUSH BEAM I 1 - �- --- II T�'TJI FLOOR 3- P.T.2x10 FLU5H 1 1 i - THESE PLANS ARE NOT TO BE SIMP50N ABUb6Z I I--- -- JOISTS 16'O.C. BEAM 3- P.T.2x10 FLUSH L--- -- P.T. BEAM i - I REPRODUCED,CHANGED OR • 1 _ ___ - 2x10 LEDGER 1 1 1 1 I COPIED IN ANY FORM OR MANNER r 11� IA W/2 D 1 I 10'CUSTOM SQUARE 1 ��I r----- - I WHATSOEVER WITHOUT FIRST WET'BAR�L----- LAG BOLTS 16.O.G. I I 1 I COLUMN, BASE!CAP 1 OBTAINING THE EXPRESS WRITTEN B THj KITCHEN F ;� wb'xb•P.T. POSTS L� PERMISSION AND CONSENT OF Q I NORTHSIDE DESIGN ASSOCIATES. u ` 1 10,CUSTOM SQUARE I SIMPSON ABU66Z PROVIDE 10' DIAM.SONOTUDE Cx Q 1 - COLUMN, BASE!OAP 1 1 - I7 . DOWN TO 20'x10'DP. FOOTING - - -. K I W/0'x6'P.T. POSTS FOR COLUMN SUPPORT ABODE ��' ! - I 1 ^ - BUILDER: LI 11 I I - i VERIFY AND MAINTAIN 1 1 1 Tw O°`..LAB 100,75' PROVIDE 10' DIAM. SONOTUBE 4' FOOTING•'.• '� '1 I W/BIGFOOT FOOTING(BF26) " BELOW GRADE COVERAG ISW GRADE 99.0 _ - FOR COLUMN SUPPORT ABOVE - . 51MP50N ABU662 .. - c i VERIFY AND MAINTAIN _ BUILDING SECTION 1 4'FOOTING COVERAGE NCO��ExYNLLW BELOW GRADE D DN R: . AN CONCRETE FOOTING PROVIDE 10'DIAM.SONOTUBE BUILDING SECTION DESIGNE - - NDRTH$IDE - W/BIGFOOT FOOTING (BF25) _ FOR COLUMN SUPPORT ABOVE " E - _ ® DESIGN ASSOCIATES -. SIDING SEE ELEVATION '- _ DLSTINCTIVERESIDEWIAL&COMMERCMLDESIGN `TYVEK•HOUSEWRAP - 141MAINSTREET'YARMOUTHPORT'MA02675 - --- ISOBI 362-2210 (508)362-98M - ki'CDX PLYWOOD 1 6 MIL. POLY VAPORBARRIER - NORTHSIDEDBIGN.COM . 2.6 f 16'O.G. 1 ):j'G.W.B. _ NORTHSIDE1fCOMCAST.NET of ' INSULATION 1 .TW PLYWD,5U5FLOOR STRUCTURAL ENGINEER: . PER CODE - GLUE_ !NAIL TO JOISTS - - TAVLOR BIT.JOINT FILLER, L5L RIM JOINT OR DBL.PERIMETER - _ - 72 L I/'1 I fl TOP OFF WITH FLEXIBLE - - . JOINT SEALANT LIX1OF SHINGLES. 8p SN IGN LLC 00 NOT BACKFILL WALL - 4.? Wbx6 SLAB TOP - - - UNTIL CONCRETE HAS 1/3 OF SLAB . ATTAINED 7 DAY STRENGTH ' 4'CONC.SLAB AND BOTH TOP!BOTTOM _ - T� - OF WALL ARE PROPERLY 'COX SHEATHING• TA SERCURED. 'I a° 11 Till \ — 2-- - f 1 ox. � I-CLEAR AIR (MIN.) 26 o5 REBARS, CONT- \ I. 4 c . 4 2z WIND BLOCKS BETWEEN TOP t Bo1TOY1 ° 1 - - RAFTER5, TYP. E i �SAED /L ICE AND WATER BARRIER MEMBRANE - IMENTA OVERT DAFIPRODFING \\ �(�" °._I 6 COMPACTED CARRY UP 3'-0' FROM EAVE - OVER Top OF - . FOOTING, TYPICAL F':`'\�� I D E N C E. \/\ P.T..2x6's f 16'o.c. AL. DRIP EDGE 4 k�°G.W.B. wER ICE t WATER BARRIER 56 CENTERVIILLE,MA: AD I 214 KEYWAY .4 'a 4 .e - - / �/\\ ^ ALUMIN.GUTTER INSULATION PER CODE . a a \ \ \ �I a5 DOWEL f 12'O.C. ° �e -/ /\ 2- 2x6 P.T.SILL , GWB ur/51CIM COAT PLASTER _ \ \\/ „ - ON Ix STRAPPING f I6°O.C. u 4° SILL SEALER CORA-VENT STRIP VENT I SIMP'.�Ot•1 H2.5 CLIP, ONE 2'L a B COX P.T. PLYWD. - - 1'. BOTTOM 6' _ BED MOLDING PER RAFTER, TYPICAL .' 'TITLE SECTIONS & IX FILL!TAMP 5'OUT FOR _ 0 Ila, a � SIDING FRIEZE 1 DETAILS I'/FT. SLOPE, PROVIDE- " m 1 .. - - . 12'BED OF%•STONE (It WHERE.NO GUTTERS _�.a.. 2 f a5 REBARS COW. TYP. WALL SCALE:1/8"=V-0" NOTE, FOOTING SHALL BEAR ON COMPACTED - t AROUND.ALL OPENINGS — GRANULAR FILL OR NATURAL UND15TURSED _ GRANULAR SOILS FREE w CLAY, PEAT, LOAM, VEGETATIVE OR ORGANIC MATERIAL. NOTIFY � - -- 1 51W ANCIOR BOLTS f 36'O.C. 0 1 2 4 8 - MIN.7'EMBEDMENT 3 I CA A A I ARCHITECT IMMEDIATELY IF DIFFERENT CONDITIONS - -W13'xVxI14'PLATE WASHER _ ° SHEET ARE ENCOUNTERED. _ PROJECT#: a SCALE 1-1/2" I 0 AMPROwING BLOW GRADE ° c4 ° 17-26 TYPICAL L B FOOTING S A A.7 .. ' I SCALE I-I/2" = I'-0° FOR CONSTRU CTION - DATE' OF 2 TYPICAL' SILL DETAIL 316ne SCALE 1-1/2" 1_DR 13; ' GENERAL NOTES • 1.ALL EXTERIOR WALLS SHALL ' BE 2x6 @ 16"O.C.UNLESS _ - OTHERWISE NOTED. - - _ 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS- - I_ OTHERWISE NOTED. - " - TYPICAL EXTERIOR 3.CONTRACTOR SHALL VERIFY WALL CONSTRUCTION - ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. - COORD. DIM. W/ 4.CONTRACTOR SHALL VERIFY b'APRON THICKEN TO 8' DOOR LOCATION I ALL DIMENSIONS PRIOR TO !DOOR 3MING ALUMINUM'FLASHING - - CONSTRUCTION. CONTRACTOR GARAGE DOOR SHINGLE RIDGE CAP~ ASSUMES RESPONSIBILITY FOR 2'-0' - - 2xIO P.T. LEDGER - ANY.MISSING OR INCORRECT . - ROLL VT W/2)%'DIA. - EN DIMENSIONS NOT BROUGHT TO LAG BOLTS 16"O.C. THE ATTENTION OF THE I):fxlk5'Y�° I5u FELT PAPER RIDGE BOARD(STRUCTURAL DESIGNER: VV SIZES MAY VARY) GAL ANGLE w/P4 - II TJI JOI T ANCHOR5!3'-0" 5/8'COX PLYWOOD O.C. MAX. - RAFTER VENT WHERE INSUL. - - - - W6X6 W2.<9EW2.9 (MIN. V CLEAR AIR) - TOP I/5 OF 5LA8 - 12 - 2.10 P.T. DECK 2110 RAFTERS l I6'0.c.. QB JOIST 12'O.C. INSULATION PER CODE _ • - - P.T.2106!IV o.c. NO. REVISION DATE G.W.B. - ' GALVANIZED JOIST 0 COPYRIGHT c HANGERS+ T7P CAL .p - _ d v " - - ,i 1-t.•,;:.;,x'.A:<,�. NORTHSIDE HEREBY EXPRESSLY - RESERVES ITS COMMON LAW 2x4 KEYWAY. - - - COPYRIGHT. +p....�•^•, c- i {'+ > •m•S:'' ,� - - THESE PLANS ARE NOT TO BE �.••�.:'..'�,�ev�'>:. +1�-i - _ REPRODUCED CHANGED OR "r;a�'i,;r�-�;•�';�':�w `>„`,•,i'r'." . - - - COPIED IN ANY FORM OR MANNER -•�-'^,,v "' WHATSOEVER WITHOUT FIRST 2!05 REHABS,.CONT. ° ..� a'•:,... .r.; )/ _ � - - � - . e - \. .�1'a:••'�+=1'�+:�nT::,.hk�:`..iAr,...'v'\fie--•.,> .Q- _ Vs�•�a•.:�Y,•�. \ _ II' _ T '- •. ••• -�•-: J•- \ \ - - I ° OBTAINING THE EXPRESS WRITTEN b'COMP. FILL .• / /\� \� - d /�//\/// / _ _ _� - _ • II<- ! - PERMISSION AND CONSENT OF \\ /\\//\\/ \ NORTHSIDE DESIGN ASSOCIATES. ATYP I CA L RIDGE VENT DETAIL — A\\/\\/\ a. \//\//%\/�\\//\\//� SCALE 1-1/2' I'-O°+ '; _ BUILDER: - - - - — 4 a 4 ARAGE APRON DETAIL L SCALE 1-1/2' - P-O' , TYPICAL DECK LEDGER _ DESIGNER: I SCALE I-I/2' = I'-O° NORTHSIDE DESIGN - COMPOSITE DECKING .. .. - ASSOCIATES DISTINRIVE RESIDENTIAL&COMMERCIAL DESIGN - - - + - - 141 MAIN STREET+YARMOWHPORT•MA02675 2.10 P.T/DECK - 3/4'COMPOSITE TRIM CONCRETE fcl 3+000 PSI!28 DAYS Isoa1362-2210 (508)362-9802- JOIST9 f2'O.G. . - r - NORTHSIDEDBIGN.COM- • SEE FRAMING PLAN j 3-2x10 P.T.HEADER - - - p-b' REINF.fy - 40 k i - - NORTH5IDE1lCOMCAST.NET TI: - ASSUMED BRIG.CAPACITY 1 1/2 TONS/SF - IN CONCRETE RETAINING STRUCTURAL ENGINEER' 2'MINIMUM COVER WALL W/STONE VENEER - - TAYLOR u4 e12"O.C.'HORIZONTAL � E S I G N L LC ' " - b'xb'P.T.POST - - \�yJ.�<' 2'WEEP HOLES 8'O.C. \/\// ' O• - - `R \ I ROUND \a fez! 12'O.C.VERTICAL O - yi ' SIMPSON A15U66 0 \/\\ \ STONE ��� - - - TA #7 DOWEL!12'O.C. PROVIDE 10°DIAM.SONOTUBE E T: W/BIGT-OOT FOOTING(BF28)OR(BF36) s /, /i//i\ y s'� 1 - •... _ FOR COLUMN SUPPORT ABOVE -.° \ \\ C \ \ \\ \//% - . SED S I M ENTA �yIDENCE - � c \/�/\j� ~'". �' /\/\/ /// \\• 2x4 KEYWAY CAP'N CROSBY ROAD ' CENTERVILLE MA. 41. 2 \ / TITLE:- BUILDING 4'-0' DETAILS SCALE:1/8"=V_011 —7�TYPICAL PORCH POST DETAIL Q RETAINING WALL 4'-0"- TO G'-0" 0 1 z a a / SCALE 1-1/2' = I'-O' v SCALE 3/4' 1'-0R PROJECT#: SHEET 17-26 A.8 FOR CONSTRUCTION DATE: OF 3/6/18 GENERAL NOTES' 1.,ALL EXTERIOR WALLS SHALL BE 2A(a)16"O.C.UNLESS - _ - OTHERWISE NOTED. - 1 2.ALL INTERIOR WALLS SHALL BE 20(a)16"O.C.UNLESS OTHERWISE NOTED. I ter`` 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS DBL TOP PLATE PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY, NJ I - ALL DIMENSIONS PRIOR TO RAFTER @ 16' O.G. - - - 1-v t - CONSTRUCTION. CONTRACTOR 2.6 DBL TOP PLATE = - ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO SIMPSON 5P6(20 GA,) � - � ei I 2x STUDS @ 16' O.C. THE ATTENTION OF THE up° H2.5 @ EA. RAFTER � I. i' I e I - - DESIGNER. 2x STUDS @ 16' O.C. ° TOP PLATE eye ^J 1 i DEL BTM:PLATE - HEADER FULL W.T. 5TUDi MDR UPLIFT STRAP -, NO. =REVISION DATE --JACK STUD �> RIM J015T WINDOW SILL - N _ O COPYRIGHT PLATE tl\` LOOR.JOISTS NORTHSIDE HEREBY EXPRESSLY /� 1RAFTER TO PLATE CONNECTION \\\ RESERVES ITS COMMON LAW COPYRIGHT. J-1 SCALE,N.T.S. 2- 2x6 THESE PLANS ARE NOT TO BE - 5/8' ANCHOR BOLTS @ 36' O.G. - - � - MIN. 7' EMBEDMENT SILL PLATE REPRODUCED,CHANGED OR w/3'x3'xl/4' PLATE WASHER - COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT II - II OBTAINING THEEXPRESS FIRST WRITTEN 12 GA.ANCHORS TYP. - ` PERMISSION AND CONSENT OF " 1/2' GDX. SHEATHING < A - - DBL.BTM. PLATE -SILL PLATE TO TOP PLATE NORTHSIDE DESIGN ASSOCIATES. SEE NAILING SCHEDULE I I - - 5/8' ANCHOR BOLTS @ 36' O.G. - - BUILDER: • MIN. 7' EMBEDMENT - a. - 1 - w/3'x3'xl/4' PLATE WASHER - - (�B)STLIDS 4 HEADERS SILL TO PLATE CONNECTION wl SHEATHING SCALE.N.T.S. - - ` SCALE.N.T.S. DESIGNER: NORTHSIDE ® DESIGN ASSOCIATES JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN COMMON NAILS BOX NAILS - _ _ 2.1MAIN STREET'YARMOUTHPORT•MA 02675 ' (508)362-2210 (508)362-8802 ROOF FRAMING NORTHSIDEDESIGN.COM NORTHSIDEl@COMCAST.NET BLOCKING TO RAFTER(TOE NAILED). 2-8d 2-IOd EACH END' . STRUCTURAL ENGINEER: RIM BOARD TO RAFTER(END NAILED 2-16d 3-16d EACH END - _ - I/2" COX SHEATHI CONTINUOUS HEADER WALL FRAMING .. @ MULTIPLE OPENINGS - TAYLOR `... TOP PLATES AT INTERSECTION5(FACE NAILED) 4-16d 5-16d AT JOINTS �+ �+ STUD TO STUD(FACE NAILED) 2-16d 2-16d 24'O.C. r -" - s-- .. �� ESIGN LLC HEADER TO HEADER(FACE NAILED) 16d -16d 24'O.C. ALONG EDGES FLOOR FRAMING JOIST TO SILL, TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-I0d PER JOIST BEAM 4 STRAP NAIL Bd COMMON EXTEND HEADER BLOCKING TO JOIST (TOE NAILED) 2-Ed 2-I0d EACH END - �- _ NAILS @ 3' O. TO KING STUD BLOCKING TO 51LL OR TOP PLATE(TOE NAILED) 3-16d 4-16d EACH BLOCK 6v _ T - LSTA @ EA: RAFTER _ LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST p�'p - -- NAIL TOP PLATE JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 3-IOd PER J0I5T - DISTANCE ' ANCHOR BOLTS TO BTM. O OF MDR. JE BAND J0I5T TO JOIST(END NAILED) 3-16d 4-16d PER JOIST - 2- 5w/ 3/8/6 PLATE WASHERS 2 ROWS I NAILS BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-16D - 3-16d PER FOOT -- - - @ 3' O.C. SED ROOF SHEATHING OPENING IMENTA IDENCE r' WOOD STRUCTURAL PANELS � � (� RIDGE BEAM - � FOUNDATI �I .°•I - AP'N RAFTERS OR TRU55ES SPACED UP TO 16'O.C. 8d 10d 6' EDGE/6' FIELD °: CROSBY ROAD. _ RAFTER5 OR TRUSSES SPACED OVER 16"O.C. 8d lad 4' EDGE/&' FIELD NOTE. aid - CENTERVILLE,MA. ARE NOT - .RIDGE STRAPS E I- GABLE ENDWALL RAKE OR RAKE TRUSS w/o GABLE OVERHANG 8d IOd 6' EDGE/6' FIELD 'REQUIRED WHEN COLLAR TIES OF GABLE ENDWALL RAKE OR RAKE TRU55 w/STRUCTURAL 8d lad 6' EDGE/6'FIELD NOMINAL Ix6 OR 2.4 LUMBER OUTLOOKERS - ARE LOCATED IN THE UPPER - GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS ad Iod 4' EDGE/4'FIELD THIRD OF THE ATTIC SPACE AND CEILING SHEATHING ATTACHED TTT HEDT NAILS�END FTTERS U51NG QNU OW WA ACIN TITLE: E.N.T.S. GYPSUM WALLBOARD 5d COOLERS - 7' EWE/10' FIELD TIE DOWN WALL SHEATHING I 1GE BAND STRAP DETAILS WOOD STRUCTURAL PANELS l - DI SD N.T.S. STUDS SPACED UP TO 24'O.C. 8d lod 6'EDGE/12' FIELD �/ - - _ _ SCALE:1/8"=1'-O" Y!'AND%. FIBERBOARD PANELS ad _ 3' EDGE/6'FIELD ' GYPSUM WALLBOARD 5d COOLERS 7' EDGEAO'FIELD O 1 2 4 8 FLOOR SHEATHING - PROJECT#: SHEET WOOD STRUCTURAL PANELS I'OR LESS 8d lod 6' EDGE/1'FIELD 17-26 A 9 GREATER THAN V lod 16d 6' EDGE/6' FIELD FOR CONSTRUCTION DATE: OF 3/6/18 13 • GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL- I:-.- BE 2x6 @ 16"O.C.UNLESS - OTHERWISE NOTED. } �:- - 2.ALL INTERIOR WALLS SHALL - - �i6"O.C.UNLESS TYPICAL LVL/GLULAM BOLTING/NAILING BE.2x4 OTHERWISE NOTED. MULTI 1 314" BEAMS 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. - ' ` 2 PIECES D-4' 2 ROWS OF I6D NAILS O 12'O.C. - - 4.CONTRACTOR SHALL VERIFYALL DIMENSIONS PRIOR TO C - - CONSTRUCTION.CONTRACTOR A.6 n ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO __ THE ATTENTION OF THE y DESIGNER. A : A 3 PIECES D-W 2 ROWS OF 1/2'DIAM BOLTS O 12'O.C. ........................... .......................................... A.6 A.6 r El El Ulna Fo NO. REVISION DATE O COPYRIGHT - - - - - - - - - NORTHSIDE HEREBY EXPRESSLY - T 3-1 3/41x9 1/4" T - - - RESERVES ITS COMMON LAW LVL 14EADER - COPYRIGHT. THESE PLANS ARE NOT TO BE - - -, - REPRODUCED,CHANGED OR ❑❑ - COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST + POST I 50.D IN I C. 5T I OBTAINING THE EXPRESS WRITTEN ON PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. DBL. STUD it -n it it it n it it POCKETS II II u u u u u u II BUILDER: " __JL__ u 1L___JL u _JL___ 3-1 3/4'x9 1/4' I II - u __u_ LVL HEADER II I I ❑ 2 M1 II II II II II II it I T II ❑ • c ` II II II II II II II 11 — u II II u n n u u PC ON 1111 II II II II II II - II II � - 1 II II II II II. II II II - II ' II it II II 11 II II 0 II A - - . n n n n n u n II A .... ...... ...... .._;. ...... ...... ...... ...... ...... ...... .. II ..2 l... !xl A - 6.............. .... ...................... A.6 _ it II It II II II 11 II A.6 ? $. --2—.I--�...IL. .'.L-L.. II I A.6 II II- II' -II II 11 II II o 3- V4 11 7 ' L UN ER 4 - n N, 6z6 POST - DESIGNER: II' II II II II II III II tr 3-1 3/4'xll 7/6' DN. ❑ _ * NORTII.SIDE II II it II II II II II LVL HEADER ---- -------- II II II II II II II II — — — II II II II II II II II u u n u u n u n II a.4 - 1 4•x1 36'LVL II I DN P05T DESIGN n u n n n n II n N. N. T E 2-I II I II -- — — "— - ASSOCIATES II II II II II 11 -II II p II II II II II II II II T - II -1 'z11 117 LV II II II II 11 II II II ON 2 1 9; 11 VL II LU FL EA I II T P II - DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN ir II II II II II II II II USFI B • II II JO TS EN II 141 MAIN STREET'YARMOUTHPORT'MA 02675 II _II II 11 II II II O I I 11 7/6 FLUOR JOISTS O.G. E, ICA n -_1r-_-_ n-- Tr--Tr a---1T---- ' DBL.STUD -II II 15oa1 Hsz-zz1D (SOH)362-9802 Tf 'li n _T POCKETS I 11 36 TJI F1_0OR JOISTS•16'o,c.1" - W 11 7/a' VL — -I 'x 17/B LV NORTHSIDEDESIGN.COM n n n n u n n 4 I �I II ,II II II II I I lV M II NORTHSIDE1000MG4SfA . 3-1 3/4'x9 I/4' I POST I — 6 T II LVL"FADER I ON T I I I bPos i i II II STRUCTURAL ENGINEER: Ld 14 x7 4' 4ff1D .B. . 2-1 , I 7 ' L ' i JI WI 39 ST 5 4 14'i • - - TAYLOR FLU - 1 p - - - "-- GIN LLC -_ POST' TH POST-] DBL. STUD T / -) •: II S z4' —" "— — D"' - . LV ON, POCKETS UP ON LUSH BEAM C PST I I II'b T I FLOOR JOISTS 16' T A.6 I II 36 TJI FLOOR JOISTS O 16'o. I I II II OBL.STUD c I I I II I 3-1 wxII W LV POCKETS L F S .CONTINUOUS . C E D A ...m . N A I II II IMENTA A.6 1 4. A.6 pl II T II cj pl II II JOI TS 1 II AL DENCE. .. D T pl II e, ICA — — — — POST 66 CAP'N CROSBY ROAD CENTERVILLE,MA. - - U.N.O. A A.6 TITLE: SECOND FLOOR 12'-0• 24 0' S' 6� 26' 0• L FRAMING PLAN SCALE:1/8"=V-D" TT_6. 0 1 2 4 8 PROJECT#: SHEET 0_ SECOND FLOOR FRAMING PLAN N . "-26 S.1 FOR CONSTRUCTION DATE: OF 3/6/18 GENERAL NOTES 1. ALL EXTERIOR WALLS SHALL .. - BE 2x6 tQ 16"O.C.UNLESS OTHERWISE NOTED. • _ _ � _2.ALL INTERIOR WALLS SHALL _ - - - BE 2x4(d 16"O.C.UNLESS OTHERWISE NOTED. - - -- 3.CONTRACTOR SHALL VERIFY Ib'-o• - - TYPICAL,LVL/GLULAM BOLTING/NAILING ALL WINDOW ROUGH OPENINGS + - - - - PRIOR TO ORDERING WINDOWS. B'-a e'-o• MULTI 1 3/4" BEAMS 4.CONTRACTOR SHALL VERIFY 2' ALL DIMENSIONS PRIOR TO C CONSTRUCTION. CONTRACTOR ROOF BRACING 4'O.C. A-6 - ASSUMES.RESPONSIBILITY FOR FIRST TWO I5T - - 2 PIECES D-4' 2 ROWS OF 46D NAILS•12'O.G. ANY MISSINGOR INCORRECT SPACES, ICAL CONTINUOUS P.T. 3-2z10 _ - � � - - DIMENSIONS NOT BROUGHT TO HEADER W/1/2.PLYWD: - - - II - THE ATTENTION OF THE BETWEEN, TYPICA L - -- - _ —— - DESIGNER. A A ................ .... ....._. ............................ .................. A.6 'em A.6 - 2' e =w ; - - . - CONTINUOUS P.T.3-2x10 6zb P.T, HEADER YI/I/2•PL-200 3 PIECES D-4' 2 ROWS OF 1/2' DIAM BOLTS O 12'O.C.' . I m one I PosT TYP. BETWEEN, TYPICAL CONTINUOUS P.T.3-2110 HEADER W 1/2'PLYWD- - - - NO. REVISION DATE BETWEEN,TYPICAL 2z10 RAFTERS i Ib• - . '-4' 1'-4 2 4' III _ - , © COPYRIGHT ( )- 2f NI NORTHSIDE HEREBY EXPRESSLY LA I - Y RESERVES ITS COMMON LAW 6' '.C. - - COPYRIGHT. _ - - - THESE PLANS ARE NOT TO BE - - - REPRODUCED,CHANGED OR 1 - COPIED IN ANY FORM OR MANNER CONTINUOUS P.T.3-2x10 FIRSTWHATSOEVER WITHOUT - _ BTAIN NG TH THE WRIITEN HEADER W/ 1/2'PLYWD. .. s BEEEN, TYPICAL - - PERMISSION AND CONSENT OF TW NORTHSIDE DESIGN ASSOCIATES. I � '''���F777 III - • .26-0' BUILDER: 131-01 m I j T" A I I.. ... ............q ............. ............. ... ........ .......�NDR6 I A A T 4 6 6 T D ....... ...... .... ...... ..... ...... . .....DB...5 V— DGE BEAR ROOF B 1 4D.C. " PC U T 6TFv. A.6 I A.6 A-6 FIRST JOIST O • ` o _ _ _ _ _ — — POST DN. T DN. - SPACES TYPICAL _ .. c�9v bxb POST — — — — — - — — — — — — — — — — — - DESIGNER: NORTHSIDE GE BEAM 1 I II L T I - DESIGN lip TO RIDGE _ . . RI I IDG H / II \ I \ - ASSOCIATES zR10 RAFTERS 16• \\ ° _ DISTINRIVE RESIDENNAI&COMMERCIAL DESIGN 1 zzl0 RAFTERS®I6'O.C. -I I I �w IIF�i 241MM STREET•YARMOUTHPORT•MA026]5 4AL m41 a. (5081362-2210 (50R)362-9802 2- �';x 1 /11 - V4 XII T�. / O _ NORTHSIDEDESIGN.COM 1N NORTHSIDEI®CONI ASTAET \ - VL BEAMj // 1 I , \ I kll I6' VL T e�lr— T L — e M - a .I STRUCTURAL ENGINEER: POST ON. \ 1 3 liTAY� ` _ - LOR o o w B N LLC 1 GXG POST POST ON. -In InPOrT 1 .D J.T 1 -R E H L .I // III Ys I 1 O. j Up GIETo BEAM AYI _ - w - 4, 3 I I \ 2zlo'S®I6•o.c. C - a;w II 1 I6'0.c. 1 b I o I I'c o I L L LL T III —�i\ 2 I�4 z I 7 --_—o — _ n j N j 1 o u L v LL 1 . OSED aAs A6 j i/ I PIMENTA 1 SIDENCE —— I j // 66 CAP'N CROSBY ROAD / ' c o. - - \ _ N \\ I CENTERVILLE,MA. ROOF BRACING 4''.O.C. ,.. — — — — POST DN. T ON. — _ — — FIRST TWO J015T I. POST DN. b 6 POST - .. SPACES, TYPICAL bX6 P05T - i�. - - - _ . TO UP TO - ARIDGE BEAM TITLE: RIDGE BEAM A.6 - " ROOF FRAMING 2'-4• 9'-B' 12'-0' 12'-0. IV-01 13'-0• PLAN . (DORMER) 12'-o• 24'-0' y,-6. 26r o. SCALE:1/8„=V-0„ r 0 1 2 4 8 PROJECT SHEET ROOF FRAMING PLAN ' N "-26 S.2 FOR CONSTRUCTION DATE: OF 3/6/18 13 :J r 6 BEDROOM HOUSE C�•�+ SEE PLANS BY GORDON CLARK TOP FOUND. EL. 101' ALL SYSTEM COMPONENTS SHALL BE NOTES LEGEND SYSTEM DESIGN: NORTHSIDE DESIGN ASSOCIATES \ SY TEM PROFILE MARKED WITH MAGNETIC TAPE OR COORDINATE EXACT GRADES AGAINST COMPARABLE MEANS FOR FUTURE LOCATION. 1..DATUM IS NAVD 88 HOUSE WITH ENGINEER/BUILDING DESIGNER » (Nor ro SCALE)2" PEASTONE OR GEOTEXTtLE " Rd 99 --- EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6 OF FIN. GRADE CONCRETE (COVERS TO WITHIN 3 GRADE 2. MUNICIPAL WATER IS AVAILABLE o Ike Se 5 BEDROOM HOUSE PLUS 1 BR FAMILY APT OVER GAR. X ss.r 91.75' FILTER FABRIC OVER STONE EXIST. SPOT ELEV. (COUNTS WALKOUT BASEMENT FINISHED AS 1 POTENTIAL BR) ;r 83.0' 3. MINIMUM PIPE PITCH To BE 1/s" PER FOOT. 9 PROPOSED CONTOUR DESIGN FLAW: 6 BEDROOMS ® 110 GPD 66O GPD MINIMUM .75' OF COVER OVER PRECAST 2z SLOPE REQUIRED OVER SYSTEM [9 1--- P 0 _ » BLOCKS OR 4. 'DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS g USE A 660 GPD DESIGN FLOW Rs�Yr.) 79.55 NOTE: MIN: WALL THI;KNESS 2 PRECAST RISERS TO BE AASHO H-jQ 8.41 PROPOSED SPOT EL. 2'0 4)SCH40 PVC MORTAR; ALL INVERT IN 78.66 TH1 HSE + FAMILY APT = 2 COMPARTMENT SEPTIC TANK REQ. V89'* :-..':.: PIIE LEVEL 1ST 2' 2.5. COMPONENTS) 3, 5. PIPE JOINTS TO BE MADE WATERTIGHT, Loy ENDS SIDES 79.5 1ST COMP. SEPTIC TANK: 660 GPD 2 1320 GAL. MIN. » » :°e.ee•a.;•;•;. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH TEST HOLE ( ) 10 19 10 19 i �00000000 ;0000aogo° P SEPTIC TANK: 660 GPD 1 = 660 GAL. MIN.2ND COM . ( ) 79.73' TEE TEE EETEE 79.48 ®® ® ® ®® ._ ® >g000g000 ( ) WeQuQQud • 2500 GAL H 10 °°°° °°°,°° 6 MIN. SUMP ;agogogog o 0 0 310 CMR 15.000 TITLE 5.SLOPE OF GROUND >. oo ° o ° a 0000 000 o SEPTIC TANK GAS BAFFLE' °+.o°ono 0 0_ 1t" MIN. INT. DIM. gooagogo ®® ®®® 0000g000 7. THIS PLAN I5 FOR PROPOSED WORK ONLY AND NOT TO :. e I USE A 2500 GAL. DUAL COMPARTMENT SEPTIC TANK � ��� 1350 GAL COMP. 1066 GAL ;og000gog ®® ®®®® :°�o BE USED FOR LOT LINE STAKING OR ANY OTHER �, UTILITY POLE 1350 GAL 1ST COMP, 1066 GAL. 2ND COMP. O.K. s.11' a.as, 79.04' 78.87 ,00000000 . oo�o�o�a 76.87 ,.. ...•...••:.:.,.,, .. :: ..•:. ::... ..,:�.> WAIERTEST D BOX PURPOSE. , LEACHING: �g°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°;.. FOR LEVELNESS FIRE HYDRANT °O°°°Q°O°P°°°°°°°°°°°°°°°°°°°O°°°O°O°O°O°O°O° H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL 4 0 °,° ° ° o ° �M�_�." ,.n.o ° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. Q NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SIDES: 2 (50.5 + 12.83) 2 (.74) = 187.5 GPD 5 0 UQ. LEVEL (ACME OR EQUAL) W/ 4 BAFFLE 3/4"-1-1/2" DOUBLE WASHED STONE 4 MIN. (5) UNITS REQUIRED 0 12' X 6.5' X 7' HIGH OR EQ. 6" CRUSHED STONE OR MECHANICAL ' ALL AROUND PRECAST STRUCTURES is 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED �'' �OKe�Op� BOTTOM 50.5 x 12.83 (.74) 479.5 GPD COMPACTION. (15.221 [21) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 50.5' X 12.83' o WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. TOTAL: _ 901 S.F. 667 GPD (9.4 z SLOPE) - ( 2 z SLOPE) ( 1 z SLOPE) 10-CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING *THE INSTALLER SHALL VERIFY THE FOUNDATION- 99' SEPTIC TANK 18' LEACHING DIGSAFE (1-888-344-7233) AND VERIFYING THE D BOX 21 NO BOTTOM TH-3 LOCUS MAP LOCATIONS OF ALL UTILITIES AND ALL USE (5) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) FACILITY No GROUNDWATER FOUND LOCATION of ALL UNDERGROUND & OVERHEAD UTILITIES, BUILDING SEWER OUTLETS AND PRIOR TO COMMENCEMENT OF WORK. WITH 4 STONE AT ENDS AND 4 AT SIDES *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL NOT TO SCALE ELEVATIONS PRIOR TO INSTALLING ANY UTILITIES AND ALL BUILDING SEWER -OUTLETS AND ELEVATIONS 11: ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE PORTION OF SEPTIC SYSTEM REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 194 PARCEL-26-4 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM LEACHING FACILITY. " 'LOT 1 `'PLAN BOOK 625 PG 37 MA 12. PROVIDE NORTH AMERICAN GREEN JUTE NETTING STAPLED TO ALL EARTH SLOPES > 107o. PROVIDE 4" APPROVED DATE BOARD OF HEALTH ZONING SUMMARY MINIMUM LOAM & SEED ALL DISTURBED AREAS. MAINTAIN SLOPES AS REQUIRED UNTIL STABLE. 13. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS ZONING DISTRICT: RC RESIDENTIAL DISTRICT WITH APPROPRIATE VENDORS, APPROXIMATE LOCATIONS RPOD OVERLAY DISTRICT (2 AC.) SHOWN. - 14. NOTE AREA DRAINS TO SIX INCH SDR35 CONVEYANCE MIN. LOT SIZE 87,120 S.F. PIPE TO DAYLIGHT AT 1% MIN. AS SHOWN, CONNECT ROOF MIN. LOT FRONTAGE 20' DRAINS TO PIPE, PROVIDE 15 SF RIP RAP LEVEL MIN. FRONT SETBACK 20' 9� `'i '�� SPREADER AT END, FILTER FABRIC UNDER. MIN. SIDE SETBACK 10' 15. COORDINATE WALLS WITH FOUNDATION PLAN BY MIN. REAR SETBACK 10' RETAINING MAX. BUILDING HEIGHT 30' .94 WALLSSWITHIDE DGEOTEXTILELFAIBRIC TIEBACKSZE KEYSTONE ORREINFORCED CONCRETE WALLS REQUIRED FOR ALL WALLS SUPPORTING OVER FOUR FEET OF UNBALANCED FILL DESIGN BY PROPOSED USE: SINGLE FAMILY HOME WITH R- 576169 ' �o o Q OTHERS. FENCE OR PLANTINGS PREVENTING WALKING NEAR ACCESSORY FAMILY APT. OVER GARAGE (450 SF.) BE CH MARK ALL WALLS >30" HIGH. L 26. 4 !"C '�` b Rock cE TER CATCH ,y REFERENCE PLAN OF LAND BY DOWN CAPE ENGINEERING, INC. BATED 2-4-08 625/37 EL. 102.0. '40, de Pr/Va e, PoVedo22�� W/(7�E,' SITE IS WITHIN AP GROUNDWATER OVERLAY TEST- HOLE LOGS . ...,::•,•::••:••..•.';:.: ., • • i SITE IS NOT LOCATED WITHIN A ZONE II �1 SITE IS NOT LOCATED IN THE ESTUARINE ZONE 6'5259" - ����� 16 ENGINEER: DANIEL E. GONSALVES, SE #13587 � ; 76.3 ' 1 Ul �2o DAVID STANTON, RS WITNESS: G? i22�- 1/12/16 `0 . .....•:: DATE:" a a �� 8� so 92 ''::'';':'•`:`'•,:?; PERC. RATE < 2 MIN/INCH g6 :':'•:i: `: 2:1 T STABILIZE W H 4 LOAM AND CLASS SOILS P# 14946 HYDRO ED JUTE N ING STAPLED TO 84 : SLOPE, PAIR AS NE D UNTIL �, ELEV. ELEV. ELEV. ELEV, G , SLOPE IS TABLE (TYP.) 1 v „ Q .5> " Q 82.0' ,, 81.0' p„ 81.0 p 82 p 0 - Q A A A A LS LS. LS S 1 u � .•.,. ..:•...:::•..::.:...:::..:� :: ..::..:::..::..::.... ? 10YR 4 2 10YR 4 2 N 10YR 3 2 10YR 4 p2 / /3.1 TABILI 4 LOA .. d:'•..•::::•: .::::•:�;!"� •::•::::•••:::•• �: � ,. / / " ,, HYDROSEE JUTE NETT( G STAPLED Tb Q a » 6 8 o'a LOPE. REPAI AS NEED UNTIL p •• ... •.•.. ..•.•.....�...... ' .. g g B B LOPE IS STAB (TYP.) O ,� ' Y 9s C0 N YIlGHT d � S` LS LS LS LS MIN• T D/''O cfl N c� •'�':'•:'• ::�•� rO •:; :.`:: 3 AT �q° a o �, �, :•. ...•.:::'.... 10YR 6/6 10YR 5/6 6„SaR a/ 10YR 5/6 . 10YR 5/6 o, 30" 80.0' 34.°' 79.2' 18" 79.5' 20" 79.3' o C C C C _ L O PERC PERC TH4 H, o r0 MCCRA EN, RALPH S TR V FS FS FS FS R R REAL TY TRUST o 'Z� m 92.7� o 2.5Y 7/4 2.5Y 6/4 10YR 7/4 10YR 7/4 N j 6 ORHAM LN io8 i9- TH3 1 s CEN VILLE, MA 02632 -� ' '{ o N�k dp V � t... p I r^ � ToQ 156" 69.5'156" 69.0'180" 66.0'180" 66.0' NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 82 Tlmwl�LE 5 e."ATE wmo%L A 1ffk DS REALTY DEVELOPMENT L L C C a OF 359 APTAIN L/SANS RD CEN RWLLE, 11 MA 02632 o/ 56 CAFN CROSBY ROAD LOT 1 87,E W BENCHMARK S.F. 2.D1fAC. 0 3:1 T STABILIZE WI 4" LOAM A D � CENTERVILLE, M A HYDRO ED, JUTE N G STAPLED NAIL TO BE SET PAIR-AS NEEDE UNTIL N MA A, CH ISTINE S.F.=19.5 - / d � SLOPE; IN TREE v'' �' ®J SLOPE IS BLE (TYP.) 82 EL. = 89.0' 1 GORHAM LN o PREPARED FOR �� CENTERVILLE, MA 02632 a - - �� ,��� KESIA PIMENTA N130427"E 0 364.81' o DATE: 1 -•16-2018 N 12Q cpc, d' �0 96 � o ' v 0 10 20 30 40 50 FEET ^` OFM,4 OF SSA off 508-362-4541 ��� gcyGQs D�I;,.I fax 508-362-9880 DANIELA. �� o A a downcope.com OJALA N t��f,l , v, • • • CIVIL ON, down cope engineering Inc. r A F 1 v ' A N0,40502 ° ``� q° 6` , .�o civil engineers F S1ONAL E� MO s land surveyors 939 Main Street ( Rte 6A) DCE # 18-007 • DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 18-007 PIMENTA.DWG j