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Home My WebLink About0023 SACHEM DRIVE r �r ,1 TOWN OF BARNST4BLE BUILDING PERMIT APPLICATION Map i2 ( Parcel Von Application # 0 (PW00 Health Division '2000 -- Date Issued �> Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board �PL. Historic - OKH _ Preservation/ Hyannis - Project Street Address 2-3 SAejj . Village�-�r , .-I A Owner 40- f'�'�1r I�D�I� Address S-A,-I � Telephone �'�" '�1�� Permit Request Tn!S'�ALL ParVA-q:_- 3:N6eOwJ_1� S ,�A r-tzN� L JSquare feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation gQXV Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two.Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil 0 Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size Pool: ❑existing O'new size _ Barn: ❑!e ibting ❑`n�.'ew 8ze_ E Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: q . =, Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ co Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �� '`'� 1-�� 'J4f- Telephone Number �' �" Address `�'`1 License # L/V Home Improvement Contractor# !(o I y Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE !� `g FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER -DATE OF INSPECTION: FOUNDATION FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 11511D DATE CLOSED OUT I � ASSOCIATION PLAN NO. I � �0gJH5ro Town of Barnstable RegUl2 to ry Services " atitzrrsrtat�, Thomas;{, Geiler, Director 4'pr D Building Division Tom Perry, building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.bnrristable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must COMPlete a c Sign. This Section If Using .A. Builder as Owner of the subject property hereby authorize .i� � S� z�� act on my behalf, in all matters relative to work au thorized by this building permit application for: (Address of Job) Ignature of Owner Date Print Naive If Property Owner is applyiq'for permit please complete the Homeowners License Exemption Form on th'e reverse side. I Town of Barnstable w� OfYHE RegulatoxY Services y Thomas F. Geiler, Director t BARNSTAH[.E, htA55. Building Division ��rFoahtAtn,� Tom Perry,Building COrnnrissionel• 200 Main Street, Hyannis., MA 02601 Atjy)y,toA,n.b2riistable.ma.us Fax: 508-790-6230 Office: 508-862-4038 Hog.EOWNER LICENSE, EKEAIPTf ON Please Print DATE: JOH LOCATION: street village number . "IIOMBOWNL^R home phone N work phone# name CURRENT MAILING ADDRESS: city/town slate zip code ccu ie rlling of six unt or jes.s ad The current exemption for"homeowner u lsfoz hnd who does not possess a lips d nse dwrovided that theiowner act nas to allow homeowners to engage an individ supervisor. DEFINITION OF RONIEOwN'ER Person(s) who owns a parcel of land on'which he./she resides or intends to reside, o use whichand/or farm hus into,de to- be, a one or two-family dwelling, attached or detached structures accessory to person Who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner shall submit to the Building official on.a form acceptable to the Building Official, that lie/she shall be responsible for all such work crformed under the building permit, (Section 109.1.1) The undersigned "homeowner" assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws, rules.and regulations. ing Tha undersigned "homeowner" certifies that he/she understaedhth} 1 wn comoly with saidprocedurreand Department n�inirrium inspection procedures and requirements and that he/she P ` requirements. Signature of Homeowner Approval of Building Official Note; Three-family dwellings containing 35,000 cubic feet or larger will be required.to comply with the State Building Code Section 127.0 Construction Control. IIMUDWNER'S M,KFTION sions The Code states that: using of ncr p rcb f orn ing work for phovhded that Y the homeong permit is rwncrrendgages a pers n(s)�hafl be exempt f for hire ororn the rdo�su h of this section (Scc6on 1 9 .. work, that such HomcolYncr shall act as supervisor." the Many homco�Licensing Supervisors SccG n use this exemption Are unaware h2t 15)y7his lack of are m awar nccsooftcnlrc�sults in scrior ssproblcrospparti ularly Rules &'Regulations for $ when the homeowncrhires unliccnscd persons. In this cast,our Board cannot proceed against the unliccnscd person as it would x�[h e license, Supervisor. The home owner acting as Supervisor is ultimately responsible, f the omit a lieation, To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,As part o p pP that the homeowner certify that hdshe understands the responsibilities of a Supervisor, on the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a forrr✓ccrtification for use in your community. r ZONING INFORMA TION THIS PLAN/S THE RESIAT OF A TAPE SURVEY ZONE - RD-1 PERFORMED Br THIS Owcf-IN THE Rim ' /HEREBY CD?WY THAT THE FOUNDATION ,FRONT YARD SETBACK - JO' SHOWN CONFORMS TO THE HORIZONTAL S)'DE YARD SETBACK - 10' DIMENSIONAL RECUIREMENTS SET FORTH IN THE REAR YARD SETBACK - 10' BARNSTAElLE ZONING BYLAW. LOT5 LOT 1 IV� �� AY � ® W ) �� 40 WIDE PUBVC _ _ 101 p f02 �' -101 L=7`32. i 7 E i 1117,,E 404 -102 cow' ' _ 1 lk -103 LOT 12 LOT 14 ' g11tt01g0 LOT 1 �. 0 OR/w 9 � � 103� EXX/S �b ov�� ->pG 0 0� 9.1 sLo To�103 SHED � ,�02 /101 • EXIST. FENCE USE EASEMENT N o / 14. i REMOVE SHED \ l r- �` 90.53 - -25 JIV 1,370 SF. PA770 EL.=IiUOf FDA CTOBER 19, 2009 AN HOULE—POOL 10 = 40' RPARED "Ar DR. PAUL HOULE rHB 29 SACHEM DRIB CENTRRV11E. MA D ECEL L l GROUP PROPBSSIONAL ENCINEIRS PROMSSION".SURPEYORS 148 DVDEPEfMff B 6®EEUE QUmffl m W 169 ML (617) AM 510 F"(617) 406 6f0f �WW Pgy MmMo M&M 0; am WF ft ai A fin. v OF A W ME Z Vo, mo low V�x v 0 L_ aRm MR vas Ong- W! -A ff joa A W OLS70 �M NEL US BFUME MAU LUU 0A LATIONSTOR 5't' WID=E. FL N __G E�, r4;mDANE,,L,all LM 41 am% go 2: :0 'o v, edu ANN lam ft,orw 0 i(Pages tamp oft b qo o A db 0, A_ E maim ma'am Phe pa re d jo k.On was INTERyAjjPNALMIMMl_N us E AVENUE — 4- ANDYIC 'a ONEW BRUNSWICK,.NJ S WS 4ftg�:"IN AMM miff o v low ggl WE 5 C 3=2 Prepared js OEM 1 —f #,KHAFER A SS ENGINEERING USS e SO henbefady, New"York 12304 ANIF Wlk ELM % jr � Phone.A 1 0 m as A gMr 0- 's _r 4j Q lcm"mum 4 TF A, C A oft signat re rai d s d I r watermark c MMg;= — M N n it p eat i. iiue No.29-M89 Ex I ion Dat 6/3 nly.For.Jn fellation Address—SUrgy�PXWHWULE,231SAcKftm D Ssffieffiville,M_AG_2612_-7 1 10 d # ow 1) v f ZME2 —INTER N- M SWIMMING POOLS INC. M a= 5"Widd igtLSteit Wall-Panes MOM- -w a — _Calculation Assumptue d 4 o� V a.) The panel ends.provide-smia iii 0 RiAlimar-T A vaniz,-r' q- e Mt for r4- P! --'M�— 9 A �--W --an&N I for,calculating vertical stiffener A StM Ul-A sXMr w, critical case AFMIft Th occurs when a 4',foot panelis,,sandwiched between:two panelsV I b.) The concrete pour at the tasetzo fAh QUM es mo M ifth --f-if s- � verti- &W p� the panels,LM nd Vgdff t6 1146,15ff page or,mo a M Refer f reMaterial/Installation Assumr)tionsp Definition of ftrarifetdri: j I r Sandy si F7,951 ma ena�wAssumedk-=-Sdiilfflp 9@erfieW EMU Wdt -�-(unit weight of"dry soil)' r%a ss-M �%R* M — K., it-weiaht!bfisak �"--W� �jb�ft% n saturated soil) - -c�� (soils interior dW%f fridtidMaw 30. de =z 2 miMM M a F M W re_e s 9 W 33 -(late-ra 1,active soil,coefficient) tan2445-0/2-) MU0. WL OF 06f MW��35 `-Fo Yd (equivalent activeft- aft- - 9MQQ.-0U V iL unit weight of saturated spil).= KaW. 45 lb/M —M5(equivalent 11 F i-valent active M �!M YW (unit,weight,of water) MU WIRMOR nw- W {friction=,factor1b6tWeen,soil iMconcrete) -0.45 ffi'S e'—saffid -Dimensions: �Pione"IsiStiffe`riers/Chan,nels' m-W- 4 0 —E 9 lusom elasticity) �-o 29,000 k/in2 Fy ry (minimum yield stress,of cold-formed steel) MAI bAn La 1:!��g5-2- g -'Ib/in Fb ffiJ0116wablecNending &r64 �fk r steel) j 2 NMI" M(- fin_(allowable bending platesteel) 30,000 1 b — Ft (allowable tensile stress of-cQ.Idf.ann ed Wql)_ 2--M-3 72 9 5 2 AM M 2=. 0 'k 0 tp tp h a ess.6-k-soCk. 0&Q 1 MR-----cK-a Mfg-e--elff ,, e�-W-.075 1 in ft of J'J YCM 3.54 h7v 1(eoth"of Water) 4W # - hell (eff6ttive-heigh-Lof pawl).=. woo b4- (maximum wid th)idth), 4.0 ft iffened74 Wh -W V 0 Qr w (maximum unstiffened 8 foot panel width) 'M LSD _ eidiu 23 0 (maximum ra so-f,p K- Agdofwivejh-Mmia o, -v r- ft W P 3.0 R — h7ofi- - tiffener) - 5.OA awt,%,in MINS 4 (nominal depf s W� so L6 4 *(maximum brace spacing) M01 3S oof stiffener) .612 1 IUS46 ft (section Madfflu-s 8 in & nsup0o&D6 - h'bdtvieen s 1-1-0 M-2 (maximum z -u M d engt K MO elm V" (section modulus' oflhakhel-) it QQ817 A wa aft- # 0-=0511m; gug J— =SUP tsg e o r watermark 0 -wk or jg�jjF— M Void i an tu're r=isle'd I' .N. I I . M -15- ==-% —Z & Schafer,Engineering Associates s lic—Mons. Iss—de-INdMap MR llatidRYA ress:Fd Dr:�Paul HOULE,23 Sachem Drive,Centerville,MA 02632 lof 613(d5aing on qi� SO 4—2 v 1 ANTRNINS POOLS INC.Q 7--* 511 Wid6 Fl4ndi. 42" Hig _4 (ten Nip 0 R iillb stress of the 661i) 0, llffMn%j4X ZELL M M 2 00 F, (shear stressOft b/in F w S_ Wita pa6iJIM 0, 0 WORM - — (boltdb ma7d a. meter) Qffl7 a, n .0 ffft—am IMP — rib rdte Bond M SMS Valaw --(compressive strength of concrete)� 2- 0 1bM t. (thickness of__b_as_e2r>ou.r)u=I % v �W. jftM6f abV �.5 f rw = 7C Cunirweight of concrete) 1-45 Ib/ft3 I SA M�o W RMW 46. (mbrijehfarrn' w Map 7. M M —as% a iWft%6 MW Angled_Brades/Ro-ds. ; 6' w a V q FY (minimum yield,str-es-s.,of _te_el)&&fi 6 MAMW -!s ww—(1000 4 2!tz A F.g a MMM Awffta l rwablo__joal stress) 9tti Ed. ASD pp. � M nlww-r dJus ofgyCti06V an ) From.Spreadshee: a W -W �W A. (area,of angle) __ From Spreadsheet - 3 0 _gU= %g- (maximum-.length of, 4 E-M 9171L( rWirilum-leffig--thof rod), IRa v in -E .2% MW —7 Ar -9 A-Up i:n , (rod diameter MR& 300 M— ff(gdj__s' f�gyr Mod) UN _ _ 7 6.125 in -factor- 1'.0' '7W V Analyses: x & 0 18�fia—wa—M 0 4, a- I X as g gm ffM&g4FRaffeW 0:6 fbi4ation V07i J MTM a 0 0 4E04 0 qo�L �Eo. w 'o MIA aft MF W- 7 7;T 0 v 14, qM 0 a 0 —5 AIR � EP�W 196 ed ':;�G-LP A N E L' w W 4— 0" PANEL E.O. 8'-0"-PANEL 0, w V A�p 40 jmf 50., /3.5 wALLA ANEL 0 Ib 7 - 014 �M MWIM S-0 10 f, A V 14, 0 mature ais ermark-I t alp Folor,wat of fn hyeww �=q- ti§—ffs. IsswN Schafer Engineering Associates 6 cW%638V -Paul HOULE.23 Sachem Drive.Centerville.MA 02632, '2 6 Orly Mllatioffl draWs:Dr. J'n�� f-00- 0 0 POOLS INC. M I AbITERNKFIGNMO&SWI 5".Wide Flange, 42"Hic-1h.Ste-el.-WallPanel-� %amok�2 Loading q 01itimm cu:ra ed.Rerunif ot OfWaff mm W 6 0 IA. -Dry Backfill,Rgolsiullm--.- a, 9-M s P 10 6 0 4 0 0 4 t v Z am PT 41, 7�yd XW 5 x 3.5, Total_later�l3dry soil-I-ad [P.d], = - INS— a js%,jQfw 2�— 21438�-vft= --Z- � dam JW6 2 RK N. 624x3.0 Total 1Rd 2 r =- A�p 08 Total l 1pe tuni�t!Ieh KIN pd -280.80 -214.38 66-4-3-1b]t -- Al 's A 0 Q - 31-6 --d! 18:98a 1b/ft2 App to te d - = pima istrObte-chmpn8flop h 3.5 7 - a 'wW'��SiEu(at6d 136ckfill,*P�661 Full' 4%07ii a M- R I Mf. A 1141ba MR&M W v JM� A V9 - a GOP;0 7 % AIN vv� A R am _am- 2 2 Vs X h tmiM Total la"teral saturatedsoil 1pad,[R.J- WIN �Mv M per unit length [P] 2-M-80 jw,-,�24g5m R1-��Mffiral'16 68 0 ffi Q.&4pffoffigtedistributed panel ffroddWIP[PEV] 1,48, lb/f �e== a fflff Amw��6--,� h 3m- g W M—m-0 M w n ow m qowf—s w imm 6 9 0 4 0 4 s nm. Schafer E6girieiring As�'ociat6s t i ti sueNdIffi-L N a ti res ration- c7n=Add�D�Paul HOULE,23 Sachem' Drive,Centerville,MA 0'026'32' 3 of-43— D%Arw 4 ro 4 4 Alm SWIMMING POOLS INC.� N ER R t T 14- V 5 M L 5" Wide,FlAnge,*42" High.S-t w. l_W-91111-Panel C C—M E M-1/1fist0flation E)NRM 11 61; hipt %(§& 5teWna Assumptions) AWAS W _V0 tag Nwip & AM 0 6 0 w + It Amo PS 4M_n%=67M 011 w a -Meral ft'goil load"[Pd-'] = 214'.38 Ib/ft + _T M -Q _61-6a?dqP Ute pVn RAWOMM. dinib d n ,61.25 iib/ft2 v 3.5 3. OEM t ah Plate Analysis --I MUM pacing g between --u With1higoanel ee,Calculation Assumption,b) "eirt iffeVers occurs w -TS A 4 Imp 7,*Largest,�unsupported,panel area: 3_01.x AzQ ft M 4q_�y M N M71v 4&_=M 969 M 7M_�- 4' 0 Modify _w da acting on pane parts lateral ertd deterb NEI 11 d adti I art by1aking concrete Ibond bEraffijifito account. (Load Condition.2c q_pve_rns.-and,as§yrrLes overturning/sliding,ar,i,;kl.y,si-smre immeftsbut rfiptX V v ME M amp w Nx h eff _35 x 3.0.2 2 ' o, P, 157.50.IbIft jwa 2, - ggpm� SK7 N Mpmbl�M�== xag—nin EF wr Me mi m_6 157.50 -p—a _611 ad [P'ret] ,= -1Arbr&XRNa"fftri_I5uted_6W 6 ='52.50L j 1 -2 lb/V v 0 —h-eff 2 2 52M xa 3:0 - x, 4,.,O,� & P7.111J V4 AL Mftffigf been-ding FE] �= '_ ---- = — —— — — 2 -2' RMFIREF 2 a2 2) M 2tp (heff +b4 07�5_0t*= %A+-54 W� M88MMARY/in? met mmom� lw FbMW�— M � .6 fa 41 4V + L ia MAP A a-of! 4 —M A Aft -A 49-&—jjb� #ANN _7 10 -w It A a#%M4MQ_QQ 4 4v% PI ff 40V -V 0 01 A of rai t;�ai�� t S s6 I.an DP' fatermarW its= —Schafer Engineering Associates t. e 1 6389 Not�.. -1 i I q;U re—ss:Dr.P 4 of"� For xpataiio ateg )MOO 00691 Installation Paul HOULE,23 sachem Drive,Centerville,MA 02632 4P, 10 M also wm� MY _INTE_RNATF LSWIMMING-POOLS,.INC v .5"Mide Flange, 42-" Hicih.Steel.Wall-MadeM SWRIN_W M M_ W- W 4ML 2� A=--- A _Ratlial Panel An I sis:-_(Tensile hg jupTRr—ass. Load Condition 2c qoverns and— U�I_ V modified lateral distributed panel load [P'n.t from.S.-ection, 3k tigs.)* OR M=-- MaMl 4 Actual Thie n Suess eft] 'P P-0 0, LI I Rio A 52.50 30"X (1/12) V '4ft -W Win gage Aff ==*aM W ISM A ffb^ FT23- 952.10 R 1-3k9n F .O.S. T,750100 4� 5 amending a.N ��156 long Vertical Axis,atNertical StiffenerIS-e-A Galoolatro-M Ifi-0 f I®R �M _M M_ wD PANEL gem R &17 T aw% 'twom&A A IMMILM 8 -0 W_ Nam" g w 3A 'GE F Elm Mw & A W rs Ik A 011 a --Ulu WC m wa—A FE VERTICLE' 'Z DN am%p 4mm ORIENTATI( MW Ga JA—L-- ab ELM IMP _0* V 8'-0 _W MWE 6 of SAO 4> M NIN _ i!�-9191biMidd atMraNs o (P',�fromSe ction 3,applies: (Load Condit[on.--2c governskl 4F -Now- I 8 M a-xi_W u ingWoM 9 2 + 2 + S A �3 MIT a O - -Mam M- =%M_ 7-2 ;641=57 EM iffi;2Ammuo T+ - - �2 PI= *484.97 ft-IbS 2 4 4 4 4 6 6 flb -2 MctTa1 9,496.88 in2 Ses 0.6128 # 4 % 1%-ffm MIF XMI WIM: ta&GS ff"EA—��:ffa w-RM 5 2 `:-7-2 5-2 1.0 OK _ ZZ A 72E� = 5 i - , o 9,496.81i� A =M M M A M MIF MWW,�7-M-0 %w�n 0 void%it, sign t ilsdi "16, 10"r termarm. lie 7M -Schafer Engineering Associates W a rf F. OEM t R Issue No 29 6333 i iFM 6 (ItIl On ly JrMsfauaik _Dr.IPaul HOULE,23 Sachem Drive,Centerville,MA 02632 5 of ft V IM ME __w__MR6 "5F SWIMMING POOLS INC. 5"Widei Flange, 42" Hiibti�_Siaej Wall PiiilfteI*%k" li TO 4, a M 94! he Top Channel. (10WR pane(Iehgtgoverns as maximum spacin g I Mt w Mrad—as 65-c4c7uAs W'itt�61s�anel) # &MMIN a Saw gumaw�M AVI 7 o, 7f _wp 7 I A Mes a 7,_ FLANGE p MI I I M WEB 4 —0 0 40 VIJV—Qm�am bot 0 Spam Zr 7 Mae V M�_Miw I X-SECTION Ogg M BRACE I _ POIN T M 17A M-11111 I_M�_ T 4 Modified la era soli (P miSecton 3-applies:.(Load Condition 2c governsL) & 05 t0l 7f zkwoi�d IongArchM_ p1spialg 3' b/ft2 52.50 ar a K.pLN. 52 aximuin ff7 Qin moment 656. 5w ft-bf 0 8t, 0 4 8 gnf W ow _0 — AMM__ 41 7=06;_V_ 56 k� W 5 M S. t -f NO , 52. CM 5z- DO b/in' M68211 t5R K W1265 00 15 A ma AMfb 4t-zf AIMM ME FEE M� M EM V-54P-0 W�9,11 &aj ffi�� m W—!R T '4 &A& w MM-azo ME Mffq=W�V, V A_Mb ME ANS Voidign to raiseb'll a co r termaM Schafer Engineering Associates a io a Not =in _p pa s U rfs�taillaticmhwAddress:_67r�P'aui kOULE,23 Sachem Drive,Centerville,-MA 02632 q-- MY QRn 6 o f-AZ 4 4p a - 4 � JNTERNATIOI�CAt SWIMMING POOLS INC. VoWide Flange,AZ2 High=S#ee Wall Panel 7.Overturning Analysis: (Mornentsataken ab—out point Atwith concrete bond beam. Emplace Calculated per,unit foot of wall.-Load Condition 2c go=_verns.) - _ gz _ c cow — _ — — A - -- - - a _ - _ � W _ _ P — - J C c — a Wc/2)+ d m1 — — WAS 0 EWER Z Mresist j e 4ona + a yw Yc —105 x 3.0 x 2.5 x 1.67 + 145 x 0.5 x=Z5&x167- = -- r A MW REff + - 2 _ - E,-MoT =Mso�i - Pd am2 _- Z — =__— - -- - _. - - = .. 2 — 35x3.5 35 _ AgME - — - Aft I 2'— o _ - - _ - - - e - - 250.14#�IbAgm — � - — - 1614158 IL E Mresist ,IkF�O S p� -- 6 46 > 1 5 OK — — MOT= — — — _ =250.10 _ ROM - - -- III T, d4 Mika Void i ho t signat re r ised eal ,d or . ermark ti k+� r �P — - Schafer Engineering Associates Notpfo m IW�ske� y p oons�Issu No 29-6389- — — E uatro z t -6/ Q/10 Onl Fo�lnstall tion=Addre s Dr Paul HOULE23 Sachem Drive Centerville;MA 02632 7 of3�� _ _ 4 - _ — MAIR—ME MTERNKPIO- NW- O, I-NIMIN_ G POO LS*INC. W� 5" Wide F1angpt4?_4"H1gh_St4b1=Wall-Ohd9l W a Wa MEN Tetes u-15- ff momo-he mplace. Calculated per unit foot of wall. .—Mg i WO ioff 26 governs.) d& IMM V "W �0 WN Rk O.M V� b awl& W vp A O"V4�mg_= A -�v 7 (T* b # t Mnm L A men W Mb imp EN9": ff EIC, WC )i, O w-0.4 5gx (*1.0-5- U)m2 g 0! x 51 5' T --MOW -435.94 M-M lh v raffFa 3 ROM= 4 Will 11 WWO im W _*_,42r5ag94h_ _04 a Jwwk— _W IM, -Presist F.0.S�� W%1 ON A 4M iding 4A 4 AM A /* vol t t r to a ration Date 6/30/T0 —- An Schafer Engineering Associates N fo n, to hs ig .. -63897 W PP11111 11 I.ii n, Paul W Oterviii'MA 32 E,23 Sachem D4e,cen e, 026 8 OUM Nit 4 _V"- — 1WERNMIADNI 11 WIMMING POOLS INC., , - N 5"'Wide'Flaiigi?,42"'Hicih.Stbel -Wil -- McQAftli& efigo Anal Nl(�A mes,concfe-te bond,beam in place and ef-a pis d AT I US 61 length"for maximum n OFT f brace spacind.)" � V cs Z 0 0 10 4 4P D S' C' V a MO _0-ME;2"x 44"' I GA. GALVANIZED ANGLE, w B 0 W I t e w Band STATIONARY IIWA�A- 95 WAGRR%M IS:=PA a 4 01 9 a WaW AFRAME ASSEMBLY t ;W0 auk Mew A.)Compression Analysis: (Load Conditiqn.2a governs ) _ _ Wm ZEN -7, - Max f orc'e a0brace level-A E g_=qm�.%F&tq�&5 �Mg 3 a y M cow42 -1 A-W mci P 0 v Axial,Compression--F—orce [P�d,=, Rl� lb— os Os 0 F) OS b4 W 9 72 Wiz A _4115, 4W0 Actual i- jaxial stress ss _ 8.34066 4 9 - 6- A. 't ft P., JIQ�Iw w W�7 'a 4 '0 Q P W W `9 4 It k L.I 1.0 xA4 0 9-.7 3 twC 6 M . Fa 11. r1a. A w mm All i 6� w V—W F.O.S.. Aw M83Z ;7-. 7 0 w Q, 0 1 1 w ff ip TF E71 M VOL mm�miff MW� m 4' Void wi u Sig at re, rali�e(d I "n Tdl o watermark �Mk 41 ff M N tee R lib-5 onsrl SMN6= n M �drffiiAn 'Schafer Engineering AssociatesA A Wo—ruld- ddre—ss:Dr.Paul HOULE,23 Sachem Drive,Centerville,MA 02632 9 ofiJIM X qllati —F7 4 9 v, 41 4 L TERNATIONAL'SWIMMI.NG.P.,�,,,O.O �a Wide Mft High--S#ee1MffiI;FPWffeffWF==% 0 q 0 4j Section Pr6perties�of Angle.Bf_qc-e_'.'-=_"0-_ A v 9 ft--am-OVER ICAV= MOW* _030 AMP a "g1l T 0 a 4 M _7 . m g�ggg�p E MAW R tka M E �0_05W mM_ .000° A= O'l 50 �V 7. d 2.000' 12 LF JIM- b 7-7� � W P—P A ell 71� r b Od R uJobol V bw A 5C� Stop 0.0018 m a 'IC 0.9625, I -SECTION 4ff_gA=_2U- -FTE-S4M- TAL 'D a a Ct MARV Maw Affimfflo� -Itotak=1 0.1182 Sam- nL WN am rxx, 6.031 o kIF,�_ -p.p.gp8 -8 '644 0 * 04 4M7 1 w9=m= M Mu a %Wag ILA A Vm-P A 0.401324 l al rzz NOW IMM a a x: =,Nz-;7;-HR 40 W;W k WEE EN ............... 2N rw q .. a -EAssociatesM iffnMTur� s I an��c'ol& ate ark. Schaf er Ceierin-W r MR A L or us e pp 'l?s u -6389 tj q6t f Mast I In i.p; 6.29 _4 "u tio I -- Ins allat L Expiration A isa' i+ftrelss. _WD DQUE,23 Sachem-r—riCe. OR H ARMS mt W _09 INTERNATIONAL SWIMMING POOLS INC. 9 a fry" Wide$Flange,x42" High_Steel:Wall P=anel N7 B )Tensron Analyses (Load Cond tion 2c} governs`,and modified]ateral load [P'Lfr_orr�� _ --N_t _�Seetion;3 applies - k - ww u — = � -la = 157 50 _ -Max-force at brace [P,] L6 - 10.0 = 525.r00 1b E �_ x WNW _ — P� —525 00 = Axla Tension Force [P ] _ - - = 11002-6 lb - _ — cos 8 - cos - - - - =P� - Victual ax of stress[far « c3,7 Aa .0.2944 , 37.31 Ib/In2 e ARk -- - _ — m 21-600 . -Fp-sue= Fa = = g 5.78 > 1.0 ,OK ¢ -3-7373 - = _ awl wa _ W Eff T& a 49c « — WMOM — a b a it - - b ME MM — — , A.' a a. 0 a MAR MAE 0— F —. _�— 0 s, 0 — s — — wwa —_- - Naff n o NO— Voi W� t si"natur , aised seal_. coloF watermark _ — — Not'for > m Maste�PermI_pplicationsl'Issue No cha Engineering Associates — _ c ��cati n 0/10 Only For lnstallat�on-Adtlress:Dr.Paul HOULE,23 Sachem Drive,Centerville,MA 02632fer 11 0��3- _ b 4 - -. — — 1VTERNATIONALSWIMMING POOLS INC: • - -� 5" 'de Flange High Ste l Wall Panel � - - r . . . , . _ y $ _ _ - 10 Brace (Threaded Ro_d Section)-Analysis(Assumes concrete bond beam in- place-and�10.=0 panel length3for,maximum brace spacing} MM A (Load *�)�C_--oowipression Aalys nis Condt�lon 2a governs.) $ - - � . 4p ¢ p 46403 Actual axial stress [fa] _ ® aX° EMMT BU CITE 1/2'm g— 18'- A307 _ — DER _ — _ k_L 1 x 18 k _ - � 144� . sC126.1 a THREADE OD _ $ _ — = s. n — _ LBw 7.20 TdJWBW-C—M01 I�iR MD E F.O S = Fa =. ' 3.05- = 1:O:OK A=�,�A�E�L� fa- �� 23633� �� •_ �� $ 8 e� . ,. � . , . $ 4 � . . TB ) Tension Analysis. (=Load :Condition 2c governs and modified lateral load — Section 3 applies.) . - P 110n . p . . - Acua tl axial tensilbMffegs [ft] -_. - - = 9 5,603.59 alb/in? _ = - - g - - _. �„ . m . A a 0 1963 - $ M. - -= o F FPS = — _ fig - �- - - - 0 OK - Steel Bolt Analysis:. A) Check Bolt Shear :(L-oad�Conditron 2c governs and modified lateral load [P'Lfrom= L =Section 3 applies. Refer to%section 9b of,brace analysis)_� W_- c = $ — — P Actual bolt hear stress IM _ — 9,96'1:94 ,n2 ��_ 0.1104 fo Ib B.) Check.Bolt Tension Stress. (Load Condition 2c governs a,rad modified-lateral _- distributed panel load'[P'net] from"Section 3 applles-Refer to Section 4 of radigFlpaneMap — W jig Iana_lvss1= `� - c Maximum tensileaforce'[T] . P'net R=$ 52.50_x 30 = 1575 00 /In=af PSI depth 44 _ _ Actual bolt tensile stress - �T = 1575 00-x 6 x -12) _ =r _� 7,130 14 �b RM F:O S. F _ 0'� 0 -2.8 >10 OK .. a � 7f,130.14 � Pra _ —� n W a Void wit,o,y signatu e,raisetl seal o coldr uatermak _ . u �t / — w I m == — Schafer Engrneering Associates Not r s� `r1ter IkrmfAp catron / Issue No 29 63$9 _ -— _� g r�B—_ate 6A30/10 Ooly For�nstalation Address. Dr.Paul HOULE.23 Sachem Drive.Centerville.MA 02632 _ 12 of�3 - INTERNATIONAL SV MMING ,POOLS 'INC. = _ �5" Wide'Flange, 42"'High., teel Wall pane = �_ = Ma#erial/Installation Assumptions fi 1 Wall panel,,brace.and,panel/brace fastener sizes, thickness dimensional ch-aracteristics r_Mdr of properties nd_ a g a q Strengths used=in_these calculations wer"vided bujAhter_ndt,onal'Swimmingy Pools, Inc. These calculations assume-that theseelements-a e dn,form-thicknesses, sizes, and material properties/strengths and that=they are= — OW of defects. These calculations,coverao� those elements identified herein and.do not cover-liners,Mde€s,_ steps, slides, decks,�railings, etc. This pool=system ,s=intended to be installed only by factory trained and a p ved y a v distributors/contractor_s gap -a= -- _ - — 2�So-il.pressureT,used in these calculations constitute those soils which are==Jn h€I:ffactive 7sta&Ad a_ a_-maxir u n equivalent fluid pressure;e�ualAo 3 #/ft3�andi �_on sa#uratef condOff anc�=45 #/ft3�nder=saturated conditions, - � 'See definition of1parameters-seet,on or more soil }rpe-assumptions used-in these calculations.'These calculations" g __= 0o1nOt eons,der-thQ exis�ce-of a pansive'or adobe-type`soils, high groundwater table cond,tior�s, or adtacent uncompacted soil fill conditions. If existing site soil conditions dictate fa_different or pot nene .Wffiigher OiVWbrWTfIWd2 E pressure than those usedherein, the;pool Purchaser/Installer shall contact a local Geotechnical (8ols)�Engineer for additional quidant6 add direction-prior to pool Installation: ° b ° g $3 Wall panel backfillgmaterals shall consist.of clean porous soils free_of roots_and,debris-�nstalled and carefully m tamped to eliminate voids,in layers notexceeding 12"thick 7n-addition,_backfill_mater,als shall nofexceed the same 9 equivalent flu dpressure cha�acterst,cs ,denfified In Item 26above. Lastly, backfilling operations behind the Q = - _ -- _ panels-must be performedrn conjunction with,the-pool filling operations. Although these calculations=shouirthat- _ _ - , ur gbackfill material can be.placed behind the-pool panels,when the pool=is empty, these pool panels should nof-be- -considered capable of independently withstanding either_the pool=water's lateral forces or the-rteral-soil forces (from - - - behindthe pooFpanels) s � � -_�. - _ _ e = - 44 wpool is designed'to remain full-of water at all times,=The pool may be damaged ifthe waterieve�is allowed to 9 drop below the-poel inlet Wfien appreciable drawdown is nofced-or,if it'becomes necessary tod an ,the pooh contact tnternational Swimming Pools Ibc:or its agent immediately for instructions. °Temporary-shoring_of the pool - = ' panelshighly recommended' b -_ - � _ `5' Thesestructura calculations=shall be considered void_f not complete(pages I--13)and do not contain°alraised'P'E` review seal, signature;and colorFwatermark=on—cad page. 6; =Pool system t is not designed x4houearthqualle Ao sure arse loa�,n i e, n h#�on grikWress,, vehicles,.trees,, g equipment-etc:j - r — _ - - o _ - - _ � = � � 57. inishededecks,and/or grades shall be;constructed in°accordance with the=pool manufacturers guidelines and_ -be; ,r sloped away from the pool_copings at ag-ate of notless than 1 - ° g8 Concre_te-bond'beam d,mensions,shall be 6'.x 2'-6'. minimum. _ g .v z _ .. MOO — — WM 9.° These-calculations.are,n c iffMancew,thrth_e followIng�tate and=national codes: m a 2W 2006Nat,onal 1ly9accepted International Building & Residential Codes(I _� m_ - = = 2 MassacHussett§ Buildind Code�(7tt�Edition)' � w n — - _ = �c - - - Sea 11999 Standard Building_Code(SBCCI)_- _ = 7 - - ° 4�1997 Unifor�ri Buildmg_Code (UBC) s ° g f A EEL— �0 ,Referto�the Pool Manufacture's'lnvW - stallation_Manual for additional- restnctioos,6 requirements,guidelines and T recommendatio ew e • VoicJ it t sib at�lGe,7d1 a cal antl�colOr Watermad( _ = _ - Not for e-in Master Permit=Applications Issu�No 2-9 6389- _ w Schafer Engineering Associates 4 mirafmnl ata Fiii011rl nniv Fnr Inctallatinn Attrtracc I�r Paul HnI II F 93 RnChPm Driva rPntPrv,lla MA 6R39 — 13 of=1-= 0 0 0 0 IyllolluUlllllllllllllll' " . � � JIIIIIIIl1111' jlll� _^ ��- � . � _ omlllulllllllllllll� Illplllllllu llpo' � ' lupllllllill! � IIIIIIIIIII IIIIII4 . .. , . 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AC ,„,,,,,,,�„IIIIIII �I� IlllululUlll�ll' Ill '.� Illllllllllllllllon Illllllu„ uu I aUiuun inwu n. �� IIIIII IIIIIIIII � ' �Illllllll �� IIIIIII +III !l� �l�Il �" ° I� I IIIIIIIII,i1�f�I �III� III� Il llllllll Illlil IIIIIII. IIIII= Ill IIIIIIIIII,I l I IIIII IIIIIIIIIIIIII � IIIIIII II IIID lllllllll� IIIIIIIIII I llllllll Illllllllll I lllllll 0 I IIIIIIIIIIIIIIIIIIlIII11Ill �III111111 I' IIII! IIID. I Illlllllp 1111111111111111IIIIIIIIIIII III1IIll I Illll� �IIIIIIIIIIIIIIIilllllllllllb IIIIIIIIIIII ,(IIIIIIIIIIIIIIIIIIII �IIIIIIIIIIIIIIIIIIIIIIIIIIIk �,IIIIIIIIIIIIII 1 , ,,,,,,, _ IIIIIIIIIIIIIIIII�u :IIIIIIIIIIIIIIIIIIIIIII. I�,. •� IIIIIIIIIIIIIIIIIIIIII h� ,,,I,� II ��, .�� ,.IIIIIIIIIIIIII - IIIIIIIIIIIIIIIIIIIIIII ,,n,,,, ,IIIIIIIIII 4 Recommended Accessories. ;,. • - w,..- � � ,.. •�.,�.�..........�-� '�,,_..�„�,,.,. ,� ;�..-��' .,. w , , rrt, � .f` .y..y .,.►�"'-.c��.rr.y`..�J� ..�y y y.a..�r+ �.�sw�� IG� it 1- E�I � • , ...... Ny z r TurboCell® Wireless Wireless ��+�� 6 ;,• �: ' '` y �^ for Chlorine Generation Wall Mount Remotes Table Top Remoteso r , At u � Y ►'"`"^"r � ,. .�� c,) �"" i `„ :�.r i•2. k� 'kh"�1..:,. �il y�s t t W, .•rr- LINE - ri <.-� � �..,� � � ""• � �-ate,..,. = y±x«: � r�"�IE pry". s , . P-4 Wired Remotes, Spaside Floating Remotes Valves Actuators r' ------ P• �, _ s:'� � r�,� �^,�� ` `� '� s� vim,' {� �,>. r __. _ E�LDLI Fi. ,.r G ) N See , "our local - F ( - r' Y CONTROLS INC. �+ 3 }� x u ed clew e g ... .x>�.-.. - a....„,..,.. F - • s. ,.' _` :,.. w.;x. .,J .; ,`t. ,., t � tr +,,�,.M$"��'. � ':. .Fy+ �� •.r ,�,� *� # � "'A+� �.�` � attic ea * :,.�., ws, _, is � r"KP , ,.Ji' ... �'_� "`�'b�,. -•� 9.. ,�. .a.,+ � ,.+,... ,.« ; :.. „F ,,..: , ,,..„ ,: .:,fie, ,.,:- .� :, ✓ ,r,...;, � „ �. + J,,� ,� .�: r• , 61 White Cap Drive so... „ -.,;,, ,. �} ,.,,. ";. '„,: :. a ✓.."r e.: «,: �...L�fyR North-Kingston, RI 02852 ;.+ , ,;T 1? , ', '�, xr..,.� .:,':. ,« , +:Y , ,:.: h. ' �. _rr -:•T^ - $l�'�:a �4=,a#:. .F %3W �' r 800-343-0826 Fax 800 343 0827 -� � Y San Diego, CA 800 294-4225 -4 Fax 619 462 44- - 98 y yam.,,.-�J l �� ■�v �ry, �" '1 C !'! � n1�1 ,�r� � x�� $� � .., FOR> P,�URE SpW/IMM�INC� PI�EA�SUIRE �k I x www.goldlinecontrols.com ��. -, , , , G � LI ry M , C �O d LS�INC fiey r .. 2n>f• '�z°'�'�+''M,.#�'y „r'.". � ,:,:Y �'"y 't"aw�e',s" 7^' 'r'.- s�: �Y` YW - ARD COMPANY a. X t' . R \ LL ¢ r .. ..' .: �� .. & t _ , :... _ ,:a vf_• .'Zy - � Y 4 a -•srre 777 y}� ry. e yi �w I E i r « - g 3< e 4 _ V rt _ _ p a ,x w R� ■ ■ �■�b ■ �. Poo ■ S a Aa�fo ■� �■f■ o ■� •! . . x Au4fom»ate' All `Pool & Spa Functions Pumps, Lights, Heaters & Water Features - Truly Cost Effective Automation ( 0 Automation ,; ;v "x ,., 4. Soft Silky Pure Water Automatically � ' Aqua Logic System ' m.The Aquax,Logic makes owning,a pool and/or spa fun, easy and healthy - with q 9 y —� Your pool can be an inviting backyard paradise with soft;pure, sparkling,rclean water. Imagine no chlorine smell or irritation, no red eyes or,dry skin lust,silk convenient automation. The pool s filtration is programmed t0 work everyday at Easy to Program ® 9 Y Y I ,w ,Y, ' your desired levels;longer hours on weekends, shorter on weekdays, the choice . Easy to Use soft inviting water ready when you are. For fitness and pleasure,"nothing is more „ ;pis yours. Program the pool heater, gas or,electric, and solar if needed, to get the . Easy to Love Aqua Logic Control nature Friendly than an Aqua Logic system on your'pool. For freshly sanitized, g sparkling clear water with the level of"purification, you..want,€4and for, o off temperature are control the smart wa ' with h Aqua Logic. At the touch olfla button the fresh, health difference you'll enjoy, Aqua Logic with the optional Chlorine P I P I off, pool t Y Y q 9 Y Y �€or the ease of a predetermined program the choice is yours, the choice is - '` generator is the answer! ` t ` Aqua Logic. _ ' 5-year Limited Warranty*v €ICcntrboIs'AutamatieaIIy ®' Goldline is well able to create a warranty* precedent and€back it. With more Ajhcit's right,onceyou set the Aqua Logic, all your pool/spa functions and features a .. than 3 million quality products sold, Goldline is rated number one nationally in ` willoperate automatically. Imagine enjoying years Of swimming pleasure with ROVW many customer satisfaction surveys and is the world s largest manufa°cturer'of ' _x everything.operating at the touch of a button. Just set to suit your preferences a " _ electronic chlorine generators.With today s advanced Aqua Collection of electronic, and ou et just th"e ri ht'"environment ou want-'Logically. That's A ua Logically! controls and chlorinators Goldline resents a new age in automation and pool Y 9 I 9 Yq � P 9 � , ,,, sanitization technology. It is also roud t- support its man dealers with a strop 9Y• P PP Y 9 - ` - Logic- See it &,Tr :xit. Pump Filter Heater Optional Turbo Cell warranty* and service network.- Aqua ba� g , Y,. P P n r. Like tens of thousands of satisfied pool owners,-you'll agree -your pool never ?-4 uoit P/s-4 Unit " "{ A� Mmn : -» =-e , v � looked so good, and the water never felt so good! Pure swimming pleasure. 4 m ,The'~,Aqua:Logic is truly "The•Clear Solution to Automation" for today's pools ' Outstanding Quality Affordable Performance a4M' . - •. Microprocessor Micropr GessoBased Control Automatically Controls Pools System For Pool/SpaAutomationMain Functions V ntZatlonaOpt.o na Sai • Timed Control of Filtering, Heat • On/Off Override of TheACjUd��OgIC system-can also dutOmatlCCllly generates ItS own chlorine from Lights and Water Features All Functions P/s-8 Unity „ P/s-16 Unit ._ m T` •' a."small•amount.of'ordinary.table salt, dissolved in your pool water, to create • Single Unit for 120VAC/240VAC • Display of Time, Day, needs. A teaspoon of salt per gallon of water with sub anal circuit breaker Temperatures and Salt Level '; oP. P g p P t s a011 it takes t" ad-' '"your to work with Aqua Logic. Salt that doesn't wear . Optional Full Function Remotes Easily Installs on All Standard ,Y » P € out.`or eva orate rr'its ust used over and over`a ain. Da €n - Da out you have Filtration Systems p ! g Y y ' Unique 5-Year Limited Warranty fresh, purechlorine introduced throughout your swimming pool and/or spa from • Pays for Itself in Reduced Labor Optional: this common table salt.-The Aqua Logic's soft, silky smooth water is perfect for • and chemical Costs I • Electrolytic Chlorine Generator fill pools and sNc]s up to`40,000 gallons,plaster, pebble, vinyl, or fiberglass. y Can Generate 100/o of Your Pools • Chlorination for Pools up to Purification Requirements 40,000 gallons » µ Turbo Cell = • Manufactured by Goldline Controls,Inc. > _ < - Exclusive Turbo Cell with "The Recognized Technology Leader' � �T The Secret of Controlled Chlorination g gy A ^4 A` Quick Connection to Control Center � t �•. _ Unique offset design amplifies UL r chlorine production &efficiency � I - . Turbulent flow pattern ensures ` _ • k : . v *See 5 year,Limited s' r .peak perfofmance � � �° � � ' Warranty statement` _ for details. d. a- The Asso wigb & 44. d A HAYWARD COMPANY #Pool&Spa Professrona/s _ _ .. ... .. ro _. ,,,.€ ,tom �,.., , s o o•- - , .. - -,, r " Engineered Safety While pools provide great fun,there are also potential safety issues for children and pets.The ECLIPSE is engineered with safety the top priority. Fences and other devices can provide some safety, but none will provide the level of safety or peace of mind that the ECLIPSE-safety cover system gives with a"horizontal fence." In less than a minute,your pool is easily covered to create a barrier that every pool should have. The Eclipse is independently certified by the Underwriters Laboratories to meet and exceed powered safety cover requirements(A.S.T.M. F1346-91) and, is UL . listed to national electrical standards. Coverstar's commitment to great engineering is also a commitment to you. It will take the worry out of pool.ownership. 9 - { 11PSP The��iatpoo of .� irrrawanaNat pool a snn vmtess{is' No SO v., I ;•� ,. � \I/ � � /�- - Gam` It is intended that - -people would walk on the pool cover only in an emergency. - — _ •. - r .� �,. �° _ Keyed Safety Switch:The weather-proof toggle t 1 - switch locks for secured access.In less than a minute your pool is open or closed. COFIERSTRR-ECLIPSE Sj —v » J- ♦ ::..is .- .. ,. •' ~` .... . lam. .`• 4 .. ;'• '•_ v?. "'' ;.�+' �'� i .. .. . .. �. o . .tr' ,7. • a �� t S � � ':4`+,�w+'i i., r sr - -�a},f• ` 'mrr�•�-_f< '+4 a}.. '��' .?+.� ,4 iY�._.�s: .. ��.S�'sl�,...`+,,,a��"'4'1.:w 'v ;...�a ��. ,.'i..� +� .'_ .._ '�t-t��r.�_� `�+ •'f,Y s i� ,,..R�.+r J„r.,,'Y't ..,C-ti.•"- . �^4 . .~'.. z�•� �y V1.., ^;'TR» .a. ta.�r..._y.:i. ,.� + ..._,.pry, J � .,— .�j•� ��`i`.c trti �M� •y.3 r,� J� � •�.f��.4.'�\�.•�+ • .:tom:. 1`��1 aM ��. ..� �� i r:, +i• - � � 'i"li.. - _-� .�,� it�1�.^`,7'h..7, +y= � ^s+•�vr�! i} w.`� *'�h•t.,. .r.� y` �p ,L `�y'�J =+ti � 4'q' �ti�'� �� ,� - ..�� •}•�.`�� .tip ��,:� .• .a� ��-�+,^^ �,... t.� _ y_Y;t• _ ter`' �G r w � •� ti:,. _ � c � `' 'r '^ / 1 - r 7 . 412 • v a �. .. ,� t +. i . �• .< O = 'fir- `~-�-%+� � `�'-- "� , - • `C[ ,..,, - .i '\ -�, •,�.,. M �' :="-fir-••-��'• f` .yR ''� �^ c`� Combination Pressure and Cleaning-Cycle-Indicator Gauge _ gives visual indication when cartridge filter elements need cleaning. o"Manual Air Relief is a high capacity, rapid release manual air relief valve that bleeds air with a quick quarter turn of the lever. Noncorrosive Top Closure Plate prevents elements from lifting and unfiltered water from backing to pool or spa during operation. Quad-Cluster" Cartridge Elements provide 225, 325, 425 or 525 ft2 of filter area and extra dirt-holdingcapacity for Ion filter cycles. Precision- engineered P tY 9 cy extruded core provides extra strength and superior flow.. p Heavy-Duty,Tamper-Proof One-Piece Clamp securely fastens tank top and bottom together and allows quick access to all internal components without disturbing piping or connections. Self-Aligned Tank Top and Bottom make access to servicing Quad-Cluster cartridge elements quick and easy. Improved High-Strength PermaGlass XL` Filter Tank is made from extra durable, glass reinforced co-polymer to meet the demands of the toughest ` I � applications and environmental conditions, including in-floor cleaning systems. Uniform LOW-Profile Tank Base Design makes removal of cartridge t elements fast and simple. ' Full-Size 11/2' Integral Drain provides fast clean-out and flushing. Noryl° Bulkhead Fittings for extra strength and heat resistance. , PVC Union Coupling Connection provides plumbing options of 1 1/2" or 2" piping with 2" full flow internal piping for maximum performance. . FICATIO A. QUAD CLUSTER CARTRIDGE FILTERS Quad-Cluster cartridge elements: g ` FILTERTYPE ,�; 225,325,425 and 525 ft?total(20.9,30.2,39.5 and 48.0 m2) FILTERTANK Injection-molded PermaGlass XL FILTER ELEMENTS Reinforced Polyester o l r PERFORMANCE RANGE 1/2 to 3 HP(30 to 150 GPM).37 to 2.24 kW(114 to 568 LPM) C2025—23"W x 32"H(58 cm x 81 cm) F ,.m C3025—23 W x 34 H(58 cm x 87 cm) d ) DIMENSIONS . C4025—23"W x 40"H(58 cm x 102 cm) `' C5025—23"W x 46"H(58 cm x 117 cm) PVC Union Connections . FORMANCE FORMA DATA -jo EFFECTIVE DESIGN TURNOVER o MODEL FILTRATION AREA FLOW RATE f NUMBER GALLONS KILOLITERS fitt!� Cam'ul 'rl r G>�b ff�}I3, Off ml� � Sot C2025 225 20.9 84* 318 40,320 50,400 153 191 �r�� psl 60 C3025 325 30.2 122* 462 58,560 73,200 222 277 r9 . HAY WARC - C4025 425 39.5 150** 568 72,000 90,000 273 341 _ - 05025 525 48.8 150** 568 1 72,000 90,000 273 1 341 1 Pressure and Cleaning Gauge *Based on NSF recommended rate for commercial use of.375 GPM/ff 2 —Determined by pump size and piping system hydraulics;2"piping is recommended for flow rates equal to or greater than 90 GPM(341 LPM).Hayward doesn't recommend flow rates above 150 GPM. www.haywardnet.com NSF HAYWAR®®Pooi Products Hayward and Noryl are registered trademarks and Quad-Cluster,PermaGlass XL and SwimClear 1-888-HAYWARD One source. Every pool.are trademarks of Hayward Pool Products;Inc.©2006 Hayward Pool Products,Inc.(23915) LITSWC05 V ��LaG=►11AS smamwommmmom D •• • •• 000 performance. Hi h g Operational convenience. ' Hayward SwimClear reaches new horizons in { cartridge filter technology. A cluster of four reusable s#, polyester cartridge elements provides a choice of 225, 325, 425 and now 525 ft. of heavy-duty, dirt-holding capacity and extra-long filter cycles. SwimClear filter. tanks are created from new, stronger y PermaGlass XL'" for the ultimate in strength, durability and long life — even for the toughest applications and a environmental conditions. Discover crystal clear results and reliable maintenance of SwimClear by Hayward — ' W the first choice of pool professionals. Pumps _a x e Filters Heaters ;1 Heat Pumps ' Cleaners Lighting Controls Electronic Chlorine .. Generators Total System 7 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map C71110 Y_i Parcel Oo9Y_ Application# acOb Health Division Conservation Division ' 1 I d L Permit# Tax Collector Date Issued Treasurer Application Fee ('70 Planning Dept. Permit Fee, jy 5 �� Date Definitive Plan Approved by Planning Board a oy -' Historic-OKH Preservation/Hyannis c Project Street Address C;93 Village G�,.�Td-2y�� co Owner &�L s t 5Tt1')YM lug Address 3 59u ( 1u Telephone -7 Permit Request Square feet: 1st floor:existing proposed Ga 2nd floor:existing G proposed �aY Total new /a Y Zoning District Flood Plain Groundwater Overlay Project Valuation's J `TP�~� � Construction Type Lot Size D y6 Grandfathered: ❑Yes ❑No If yes,attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure SYtis Historic House: ❑Yes RrNo On Old King's Highway: ❑Yes UYNo Basement Type: 91�ull ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) 900 Basement Unfinished Area(sq.ft) ,,Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing 3 new q Total Room Count(not including baths):existing / new First Floor Room Count 7 Heat Type and Fuel: Ud(Gas ❑Oil ❑ Electric ❑Other Central Air: UellYes �No Fireplaces: Existing ✓ p New Existing wood/coal stove: ❑Yes o o Detached garage:El existing ❑new size Pool:Elexisting ❑new size Barn:❑existing ❑new size Attached garage:&existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0_ - -Commercial 0 Yes. ❑Nor If yes,site plan review# Current Use Proposed Use �K BUILDER INFORMATION Name N\,"TJ � CWq Telephone Number �� `•t��- �a j Address 'D�2a- 0 License# CS G7L3cI Home Improvement Contractor# f Worker's Compensation# NC -_3l5 - 32y-S117r0� ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE FOR OFFICIAL USE ONLY PERMIT-NO. DATE ISSUED - MAP/PARCEL NO. ADDRESS VILLAGE - OWNER l DATE OF INSPECTION: ' FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ` GAS: ROUGH FINAL n FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , T . f Town of Barnstable Building Department - 200 Main Street BARNSTABLE, * Hyannis, MA 02601 Fo �.��' (508) 862-4038 Certificate of Occupancy I _ a Application Number: 20061234 CO Number: 20070150 Parcel ID: 209028 CO Issue Date: 07/19/07 Location: 23 SACHEM DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT Village: CENTERVILLE Gen Contractor: M MICHAEL DWYER Permit Type: RC00 CERTIFICATE OF-OCCUPANCY RES Comments: -7/)q)6-7 TBfldi g Department Signature Date Signed SINE TOWN OF BARNSTABLE Building Application Ref: 20061234 BARNSTABLE, Issue bate: 08/25/06 Permit y MASS. 1639• Applicant: M MICHAEL DWYER ArFO MAC s Permit Number: B 20060965 Proposed Use: RESIDENTIAL Expiration Date: 02/22/07 Location 23 SACHEM DRIVE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 209028 Permit Fee$ 615.00 Contractor M MICHAEL DWYER Village CENTERVILLE App Fee$ 50.00 License Num 076393 Est Construction Cost$ 150,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW ATTACHED GARAGE WITH MASTER BEDROOM ABOVE' THIS CARD MUST BE KEPT POSTED UNTIL FINAL KITCHEN REMODEL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HOULE, PAUL) 81 STEPHANIE B BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 23 SACHEM DR INSPECTION;HAS BEE E. CENTERVILLE,MA 02632 � Application Entered by: DB Building Permit Issued By: �%r --- THIS PERMIT CONVEYS NO RIGHT.TO OCCUPY,ANY STREET,�ALLY OR.SIDEWALKOR ANYTART THEREOF,EITHER TEMPORARILY OR-PERMANENTLY 'ENCROACHEMENTS ON PUBLIC PROPERTY;NOT SPECIFICALLY,PERMITTED:UNDER THE BUILDING:CODE,MUST BE APPROVED BYJHE JURISDICTION. STREET OALLY GRADES AS WELL AS"DEP.TH AND,LOCATION OF;PUBLIC SEWERS MAY BE OBTAINED FROMjiiE DEPARTMENT R OF,PUBL'IC WORKS '. THE ISSUANCE OF,;THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF'ANY APPLICABLE SUBDIVISION RESTRICTIONS 1 MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in M.GL a.142A). nr �i� x 0 $1 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 I?15� L) e, 7 /1/Z ) `"G7 C � 2 2 p' 2 01 3 1 Heating Inspection Approvals Engineering Dept Fii Dept 2 i 1-1 ' U7) Board of ea d t"Ei, ,� Town of Barnstable Building Department - 200 Main Street BARNSTABLE. = Hyannis, MA 02601 9 MASS. i639. . (508) 862-4038 �'FD MA't A Certificate of Occupancy Temporary Application 20061234 CO Number: 20070025 Parcel ID: 209028 CO Issue Date: 02109/07 Location: 23 SACHEM DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT Owner: HOULE, PAUL J & STEPHANIE B Proposed Use: SINGLE FAMILY HOME 23 SACHEM DR CENTERVILLE, MA 02632 Village: CENTERVILLE Gen Contractor: M MICHAEL DWYER Permit Type: RTCO RES TEMP CERT OF OCCUPANCY Comments: NEEDS PERMANENT RAILINGS - TEMP C.O. EXPIRES ON 4/9107 04/09/07 Building Department Signature Date Signed Expiration Date ai �tTti TOWN OF BARNSTABLE B ilding .0 Application Ref: 20061234 • BARNSTABL6: * Permit Issue Date: 08/25/06 MASS. �ArFC 39. A� Applicant: M MICHAEL DWYER Permit Number: B 20060965 Proposed Use: RESIDENTIAL Expiration Date: 02/22/07 Location 23 SACHEM DRIVE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 209028 Permit Fee$ 615.00 Contractor M MICHAEL DWYER Village CENTERVILLE App Fee$ 50.00 License Num 076393 Est Construction Cost$ 150,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND NEW ATTACHED GARAGE WITH MASTER BEDROOM ABOVE THIS CARD MUST BE KEPT POSTED UNTIL FINAL KITCHEN REMODEL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: HOULE, PAUL]&STEPHANIE B BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 23 SACHEM DR INSPECTION HAS BEE E. CENTERVILLE,MA 02632 Application Entered by: DB Building Permit Issued By: 1 HIS;PERMIT CONVEI'S NO RIGHT TO:OCCUPY:.ANY`STREET>ALLY 4R SIDFWAI K OR ANY PART;TIIEREOF EITHR;TEMP(}RARII.7l 0 ERMANEN.,TGY ENCROACHEMENTS QN PUBLIC PIZOPERTY NOT SPECIFICALLYPERMIT I ED UNDER THE.BUILDINGCODE MUST BE APPROVED BY THE NRISDIC I I03 . STREET OR ALLY GRADES AS.,WELL AS:DEPTIT:AND,I QCATIQN:OF PUBLIC SEWE12S MA Y EE 0$TAINED FRgM HT?DTPA;RT MEN -0F PUBI)C WOtICS < THB,ISSUAN EOF THIS'PERMIT DOES NOT RELEASE THE APPLICANT FRdIvI TIIE CONDITIONS QF ANY APPLICABLE SUBDIVISION RESTRICTIONSs r MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONf CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 "` ?�S Gt; 1 E 1 44� 2 2 2 r 3 1 Heating Inspection Approvals Engineering Dept r Fire Dept 2 Board of Health 1HE r° The Town of Barnstable BARNS - . P y MA.',';. = De Department of Health Safety and Environmental Services 039 prFD MPS° Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice i Type of Inspection tl(&M A Location '3 56 C�e Permit Number Owner Builder One notice to remain on job site,one notice on file in Building Department. The following items need correcting: r- 05 G c�7�5 -i D ^• V ra k 4 ht !�1�. M V'n Cia 10 Yt J dam• cap-.�� /�� Please call: 508-862-40"for re-inspection. Inspected by � Date 6 I f ZONING INFORMA TION ZONE - RD-1 FRONT YARD SETBACK - JO' SIDE YARD SETBACK - 10' REAR YARD SETBACK - 10' LOT LOT 1 �'�E H E� GARAGEEW/ROOM (40 , SAC , yy�DE pUBL1 C WAY ABOVE L=132.71 "R_241, °E 7g S56y JO \' 48.94 ib . j LOT 12igpCK 2sp• �� LOT 14 gU11.DING a 1 � ZY S,4CyEM OR/ 9p. EX/STjiyG k DAAFZL/NC 2 PQRrdy o� OF 1 c LOT 13 o� LAWRENCE y� W. -+ US EAS19A/ENT DECELLE, A No. 9158 N56 5 3f'W 'O 90.530 AND ,�0� °MAY 1>, 2006 PLAN - PROPOSED PLOT PLAN scab 1" s 40' PAIPAUD"fi: 1 DR. PAUL SOULTs TBS - 28 UCBEM DRIVE DE CELLS CENTRRVILLS, MA GROUP PROFESSIONAL ENGINEERS. PROFESSIONAL SURVEYORS 400 BASSIP m STRBBT sum m,9 BB NrJtBB, lfA 02184 TBL (78f) 704 8800 PAS (781) 704 6801 Town of Barnstable Regulatory Services MA� Thomas F.Geiler,Director 1659. v $' �'OPED MIA`i°gym Building Division. Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder `—`-- , as Owner of the subject property hereby authorize . M, ,�.Q ��^--��-��— to act on my behalf, in all matters relative to work authorized by this building peanut application for. (Address of Job) a e o er Date Print Name Q:FORMS;OwNERPERtv0SI0N t SINE Town of Barnstable Regulatory Services BAMsrABIA ' Thomas F. Geiler,Director NAM E 39. Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma xs Office: 508-862-4038 Fax:.. 508-790-6230 PLAN REVIEW Owner: a�-z- Map/Parcel: .16 9 0 29 Project Address-2�e �r Builder: UJ r- The following items were noted on reviewing: Z) 3 =/ ee4#1 LAJ r- s U _ wee hecie a- a II S a v1ee � h I nec O Co.01 de.✓ Reviewed by: Date: �fbl°b 0S 7��6 [.SFr- M-5- s �� ✓�e;�� 1 Q:Forms:Plnrvw s� Permit# Permit Date REScheck Software Version 3.7 Release 1 Compliance Certificate Project Title: The Houle Residence Report Date:06/15/06 Energy Code: Massachusetts Energy Code Location: Centerville(Barnstable), Massachusetts Construction Type: 1 or 2 Family, Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 2% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 23 Sachem Drive Dr.Paul Houle ERT Architects,Inc. Centerville,MA 939 Main Street Yarmouthport,MA 508-362-8883 Ceiling 1:Flat Ceiling or Scissor Truss: 2588 �3"0 0.0 91 Ceiling 2:Cathedral Ceiling(no attic): 464 30.0 0.0 16 Wall 1:Wood Frame, 16"o.c.: 26697 19.0 0.0 - 1563 Window 1:Wood Frame:Double Pane: 469 0.320 150 Door 1:Glass: 186 0.032 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: .2834 30.0 0.0 94 Compliance Statement:Statement of Compliance: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 Massachusetts Energy Code requirements in REScheck Version 3.7 Release 1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the buildi sha be no eater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. u'd r esi r Company Name Date �r The Houle Residence Page 1 of 4 REScheck Software Version 3.7 Release 1 Inspection Checklist Date: 06/15/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane,U-factor:0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.032 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage:. ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑ When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors.' Materials Identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. ❑ Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not The Houle Residence Page 2 of 4 r Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range("F) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) c The Houle Residence Page 4 of 4 permitted. ❑ The HVAC system must provide a means for balancing air and water systems. Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑ All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from noniiepletable sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. The Houle Residence Page 3 of 4 tom" " Triple 1-314" x 18" VERSA-LAMA®2.0 3100-SP- - Roof-Bea kBeam-01-_ 3C CALC®9.3 Design Report-US 3 spans Left cantilever 1 0/12 slope Saturday,July 22,2006 21:00 3uild 047 File Name: SC 2283 Job Name: Houle Residence Description:Beam 01 address: 23 Sachem Drive Specifier. Designer. Paul W..Swanson,..... :._.._-..: :;ustomer..State,Zip:Centerville,MA ERT Architects, Inc. Company:n Swanson Structural, Inc. ;,us _ .^,ode reports: ESR=1040 Misc 2283 12 3 2 ` 04.00,00 28-06-00 12-00-00 !, B3.3-1R" - B1,3-1/2" 82.7" 10231 Ibs 1757ibs 21911ibs Total Horizontal Product Length=44-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Descrt Lion Load Type Ref. Start End 100% 90% 115% 1339/9 125% Trib. 1 Roof Unf.Area(psf) Left 04-00-00 16-00-00 15 25 09-00-00 2 Roof Unf.Area(psf) Left 16-00-00 44-06-00 15 25 1�0-00 3 ceiling Unf.Area(psf) Left 16-00-00 44-06-00 10 10 -00 4 Roof Trapezoidal(plf) Left 00-00-00 0 0 Na 04-00-00 135 225 n/a Controls Summary value %Allowable Duration Load Case span Location Disclosure Pos. Moment 58073 ft-Ibs 72.1% 115% 2 3-Internal Completeness and accuracy of input must Neg. Moment -62676 ft-Ibs 77.8% 115% 2 2-Right be verified by anyone who would rely on output as evidence of suitability for End Shear -8678 lbs 42.0% 115% 2 3-Right particular application.Output here based Cont.Shear 12914 Ibs 62.5% 115% 2 3-Left on building code-accepted design Uplift 2411 Ibs n/a 193 1 -Right properties and analysis methods. Total Load Defl. L/243(1.397") 74.1% 2 3 Installation of BOISE engineered wood Live Load Defl. L/430(0.789") 55.8% 2 3 products must be in accordance with Total Neg. Deft. -0.165" 22.0% 2 2 current Installation Guide and applicable 3 building codes.To obtain Installation Guide Span/Depth 18.8 n/a or ask questions,please call (600)232-0788 before installation. %Allow %Allow Bearing Supports Dim. L x W value support Member Material BC CALCO,BC FRAMERS,AJSTM B1 WalliPlate 3-1/2"x 5-1/4" 1757 Ibs 22.5% 12.7% Spruce-Pine-Fir ALUOISTO,BC RIM BOARD-,SCIG, BOISE GLULAmTm SIMPLE FRAMING B2 Post 7"x 5-1/4" 21911 Ibs 0.6% 79.5% Steel SYSTEM®,VERSA-LAM®,VERSA-RIM B3 Wall/Plate 3-1/2"x 5-1/4" 10231 Ibs 131.0% 74.2% Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Cautions L.L.C. Uplift of 2411 Ibs found at span 1 -Right. Column at Bearing B2 analyzed for bearing only,column analysis has not been performed. Bearing length at bearing B3 should be at least 4-6/8". l;Bearin`g_B3 cannot support a load of 1023� -1 b: i Notes _ ��ya OF Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(L1240)Live load deflection criteria. S4� PAUL Member Slope=0, consider drainage. SVVANSON '-4 ci� RU .TURAL No. 3 S/O�l E�6 Triple 1-3/4- x 18 VERSA-LAM@ 2.0 31.00-SP__-:_Roof-S4=113 am-0'l- BC CALC®9.3 Design Report-US 3 spans Left cantilever 10/12 slope Saturday,July 22,2006 21:01 Build 047 File-Name: BC 2283 Job Name: Houle Residence Description:Beam 01 Address: 23 Sachem Drive Specifier. City,State,Zip:Centerville, MA Designer. Paul W_ Swanson,_P.E. - - - Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2283 - Connection Diagram Disclosure Completeness and accuracy of input must b d be verified by anyone who would rely on - -a 1, 1. output as evidence of suitability for ✓. particular application.Output here based �e o on building code-accepted design •� r; properties and analysis methods. e , , Installation of BOISE engineered wood r t:= products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=7" or ask questions,please call (800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALCO.BC FRAMER® AJSTM ALUOISTV,BC RIM BOARD-,BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are:16d Sinker Nails PLUS®,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. Double 1-314" x 11-7/8" VERSA-LAM® 2.0 31 OQ SP -Roof:-�arnlEear>Ia 02-- 3C CALC®9.3 Design Report-US 1 span No cantilevers 0/12 slope Saturday,July 22,2006 21:00 3uild 047 File Name: BC 2283 Job Name: Houle Residence Description:Beam 02 kddress: 23 Sachem Drive Specifier. Zity,State,Zip:Centerville, MA Designer. Paul W.Swanson, P.E. :ustomer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2283 �o 12 1 _ 17-06-00 � 4481 Ibs 4481 Ibs Total Horizontal Product Length=17-06-00 Load Summary Live ' Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/0 13W16 125% Trib. . 1 Standard Load Unf.Area(psf) Left 00-00-00 17-06-00 15 25 10-00-00 2 Beam 01 at bearing B1 Conc. Pt. (Ibs) Left 08-09-00 08-09-00 0 1757 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 22423 ft-lbs 91.6% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 3953 Ibs 43.5% 115% 3 1 -Left be verified by anyone who would rely on Total Load Defl. U183(1.12") 98.6% 3 1 output evidence of suitabilityhfor 3 1 particular application.Output here based Live Load Defl. U254(0.806") 94.6% 1 on building code-accepted design Span/Depth 17.2 n/a properties and analysis methods. Installation of BOISE engineered wood %Allow %Allow products must be in accordance with Bearing Supports Dim Value Support Member Material(L x W) current Installation Guide and applicable i building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 4481 Ibs 86.1% 48.8% Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 3-1/2" 4481 Ibs 86.1% 48.8% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMERS,AJSTM Notes ALLJOIST®,BC RIM BOARDTM BCIO, Design meets Code minimum(U180)Total load deflection criteria. BOISE GLULAM'u SIMPLE FRAMING Design meets Code minimum(U240)Live load deflection criteria. SYSTEMS,VERSA-LAW,VERSA-RIM Member Slope=0,consider drainage. PLUS®,VERSA-RIM®, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram L.L.C. �b —d—►� a 1 i i.. OF a minimum=2" c=7-7/8" PAUL b minimum=3" d= 12" l SWAN ON Connection design assumes point load is'top-loaded'. For connection design of'side4oaded'point loads, U STN D 3 u3 AL please consult a technical representative or professional of Record. .4 Member has no side loads. Concentrated loads are not considered in side load analysis. T£ Connectors are:16d Sinker Nails /d AL Page 1 of 1 -._ . -Quadruple 1-3/4" x 9-1/2'"VERSA-LAIYI0-2.0 31.00.SP Roo#. #MnXBeain 03 1 span No cantilevers 112/12 slope Saturday,July 22,2006 21 00 C CALC®9.3 Design Report-US P I uild 047 File Name: BC 2283 ob Name: Houle Residence Description:Beam 03 ddress: 23 Sachem Drive Specifier. :ity, State,Zip:Centerville,MA Designer: Paul W.Swanson,P.E. :ustomer. ERT Architects, Inc. Company: Swanson Structural, Inc. :ode reports: ESR-1040 Misc: 2283 �1z 12 2 1 15-00-00 81.3-1/2" 30,3-1/2" 4630 lbs 1707 lbs Total Horizontal Product Length=15-00-00 Summary Live Dead Snow Wind Roof Live Load S T Desi on Load Ref. Start End 100% 90% 116% 133% 125% Trtb. 1 Standard Load Unf.Area(psf) Left 00-00- 01-04-00 00 15-00-00 15 25 Unf.Area(psf) Left 00-00-00 10-06-00 15 25 04-00-/a 2 Roof n/a 3 Beam 02 at bearing BO Conc. Pt. (Ibs) Left 10-06-00 10-06-00 141855 3066 n/a 4 cheek wall Trapezoidal(plf) Left 00-00-00 10-06-00 0 n/a Controls Summary value %Allowable Duration Load Case Span location Disclosure nd Pos. Moment 18883 ft-Ibs 58.8% 115% 3 1 Internal Completeness amine who wouftd on input t 1.2% 115% 3 1 -Right for End Shear �15341bs 3 3 1 output as evidence of suitability Total Load Defl. L/185(1.335") 97.2% particular application.Output here based Live Load Defl. L/325(0.761-) 73.9% 3 1 on building code-accepted design Span/Depth 18.4 n/a 1 properties and analysis methods. Installation of BOISE engineered wood Allow %Allow products must be in accordance with % Member Material current Installation Guide and applicable BearingSu Value Support em Orts Dim. L x building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 7'' 3707 Ibs 35.6% 20.2°�6 Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 7" 4630 Ibs 44.5% 25.2% Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJSTM, Slope and Cut Length slope Facia Depth Horiz.length Product Len ALLJOISTO.BC RIM BOARD TM BCI0, Plumb Cut with Hanger to dbl.top plate 12/12 13-3/8" 15-00-00 22 00 01 BOISE GLULAMTM SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Notes PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUDS are Design meets Code minimum(L/180)Total load deflection criteria. trademarks of Boise wood Products; Design meets Code minimum(U240)Live load deflection criteria. . L.L.C. Of PAUL W. of '�- SWANSON RU''fUR L rn . N . 35 F�vS10 ILL Page 1 of 2 Quadruple 1-3/4" x-9-1/2" VERSA-LAM® 2.0 3100 SP:.--Roof-BeaivilBea¢n-03- BC CALC®9.3 Design Report-US 1 span( No cantilevers 12/12 slope Saturday,July 22,2006 21:01 Build 047 File Name: BC 2283 Job Name: Houle Residence Description:Beam 03 Address: 23 Sachem Drive Specifier. City,State,Zip:Centerville, MA Designer. Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc. 2283 Connection Diagram Disclosure Completeness and accuracy of input must b►-+ d be verified by anyone who would rely on a I = output as evidence of suitability for • T • • particular application.Output here based 1 on building code-accepted design c properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with • , . . current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=5-1/2" (800)232-0788 before installation. b minimum=2-1/2"d=24" BC CALC®,BC FRAMER®,AJSTM Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, ALLJOISTO,BC RIM BOARDTM,BCI®, please consult a technical representative or professional of Record. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAMS,VERSA-RIM Concentrated loads are not considered in side load analysis. PLUS®,VERSA-RIM®, Connectors are:1/2 in.Staggered Through Bolt VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, L.L.C. s • -3 DSP Roo#=Beau�Bea �=04Double1 BC CALL®9.3 Design Report-US 1 span( No cantilevers(0/12 slope Saturday,July 22,2006 21:21 Build 047 File Name: BC 2283 Job Name: Houle Residence Description:Beam 04 Address: 23 Sachem Drive Specifier. City, State,Zip:Centerville, MA Designer. Paul W.Swanson, P.E. Customer ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2283 12 3 08-00-00 12 BO,3-1/2" B1,3-1/2 5642 Ibs 5642 lb: Total Horizontal Product Length=08-00-00 Load Summary Live Dead Snow Wind Roof Uve Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 08-00-00 15 25 01-06-00 2 Beam 01 at bearing B3 Conc. Pt. (Ibs) Left 04-00-00 04-00-00 1664 4447 4120 n/a 3 wall Unf. Lin. (pif) Left 00-00-00 08-00-00 0 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 20215 ft-Ibs 82.6% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 5474 Ibs 60.3% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U528(0.172") 34.1% 2 1 output as evidence of suitability for Live Load Defl. U960(0.094'1 25.0% 2 1 particular application.Output here based Span/Depth 7.6 n/a 1 on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood %Allow %Allow products must be in accordance with Bearing Supports Dim.(L x W) Value Support Member Material current Installation Guide and applicable BO Wall/Plate 3-1/2"x 3-1/2" 5642 Ibs 108.4% 61.4% Spruce-Pine-Fir building codes.To obtain Installation Guide B1 Wall/Plate Plate 3-1/2"x 3-1/2" 5642 Ibs 108.4% 61.4% Spruce-Pine-Fir ask questions,please call 00)232-0788 before installation. Cautions BC CALCO,BC FRAMER®,AJS-, Bearing length at bearing,BO should be at least 3-13/16". ALUOIST®,BCTRIM BOARD- BCIS, Bearing, cannot support a load of 5642 Ibs'* BOISE GLULAM SIMPLE FRAMING g SYSTEMS,VERSA-LAM®,VERSA-RIM Bearing length-at bearing 131 should be at least 3-13/16 PLUS®,VERSA-RIM®, Bearing B1-cannot support a load of 5642 lbs. VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Member Slope=0,consider drainage. Connection Diagram Of a • • C1 PAUL W. SWANSON C I v STRUifURAL o.. 334 a minimum=2" c=7-7/8" 7 2 L Qro b minimum=3" d= 12" Connection design assumes point load is'top4oaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record_ Member has no side loads. Concentrated loads are not considered in side load analysis. erq gre:16d Sinker Nails - Double 1-3/4" x 9-112" VERSA-LAM® 2.01100 SP-` Floor BeamlBeam=01 BC CALCS 9.3 Design Report-US 1 span No cantilevers(0/12 slope Saturday,July 22,2006 21:01 Build 047 File Name: BC 2283 Job Name: Houle Residence Description:Beam 05 Address: 23 Sachem Drive Specifier. City,State,Zip:Centerville, MA Designer. Paul W. Swanson, P.E. Customer ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2283 _ 2 3 1 09-06-00 BO,3-1/2" 81.3-1/2 4927 lbs 4927 lb: Total Horizontal Product Length=09-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 1000/0 900/0 1150/9 133°/u 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 09-06-00 40 12 09-00-00 2 wall Unf.Lin. (plf) Left 00-00-00 09-06-00 0 80 n/a 3 Ceiling Unf.Area(psf) Left 00-00-00 09-06-00 10 10 08-00-00 4 Roof Unf.Area(psf) Left 00-00-00 09-06-00 15 25 08-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Discl cure Pos. Moment 10601 ft-lbs 66.0% 115% 2 1-Internal Completeness and accuracy of input must End Shear 3804 lbs 52.4% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U348(0.312") 69.0% 2 1 output as evidence of suitability for Live Load Defl. U564(0.192") 63.8% 2 1 particular application.Output here based Max Defl. 0.312" 31.2% 2 1. on building code-accepted design Span/Depth 11.4 Na 1 properties and analysis methods. Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 3-1/2" 4927 lbs 94.6% 53.6% Spruce-Pine-Fir or ask questions,please call B1 Wall/Plate 3-1/2"x 3-1/2" 4927 lbs 94.6% 53.6% Spruce-Pine-Fir (800)232-0788 before installation. BC CALC®,BC FRAMERS,AJSTu, Notes ALUOISTS,BC RIM BOARD"',BCI9, BOISE GLULAM'u.SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d - a F• OF G PAUL 11'J. yGJ, SJ!'6+iVSON a minimum=2" c=5-1/7' b minimum=3" d= 12" � s:�ucruRAL CA o. Member has no side loads. Connectors are:16d Sinker Nails ? 06 Page 1 of 1 Quadruple 1-314" x 18" VERSA-LAIC® 2.0 3100 SP Floor BeamlBeam 06:_ BC CALL®9.3 Design Report-US 1 span No cantilevers 10112 slope Saturday,July 22,2006 21:01 Build 047 File Name:' BC 2283 Job Name: Houle Residence Description:Beam 06 Address: 23 Sachem Drive Specifier. City, State,Zip:Centerville, MA Designer. Paul W. Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2283 OF ' - - - - a S�RU .TUSAL CA 24-OG-00 0. � E w� 81,3-112" BO,3-1/2" � r 10565 Ibs 10565 lbs 1r�G Total Horizontal Product Length=24-00-00 Load Summary Live Dead Snow Wind Roof Live Tao Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 24-00-00 40 12 16-03-00 Controls Summary value %Allowable Duration Load Case. Span Locatlon Disclosure Pos. Moment 60993 ft-Ibs 65.30/6 100% 1 1 -Internal Completeness and accuracy of input must End Shear 8988 Ibs 37.5% 100% 1 1 -Left be verified by anyone who would rely on „ output as evidence of suitability for Total Load Defl. U3i6(0.894 ) 76.0% 1 1 particular application.Output here based Live Load Defl. U428 (0.66") 84.1% 1 1 on building code-accepted design Max Defl. 0.894" 89.4% 1 1 properties and analysis methods. Span/Depth 15.7 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim (L x W) value Support Member Material building codes. , obtain Installation Guide or ask questions,please call BO Wall/Plate 3-1/2"x T' 10565 Ibs 101.5% 57.5% Spruce-Pine-Fir (800)232-0788 before installation. 81 Wall/Plate 3-1/2"x 7" 10565 Ibs 101.5% 57.5% Spruce-Pine-Fir BC CALCO,BC FRAMERS,AJSTM, Cautions ALUOISTO,BC RIM BOARD-,BCt®, BOISE GLULAMTM SIMPLE FRAMING Bearing length at bearing BO should be at least 3-9116". SYSTEMS,VERSA-LAMS,VERSA-RIM 6daring,BO,cannot support a load of 10565 lbs. PLUS®,VERSA-RIM®, Bearing length-at bearing 81 should be at least 3-9116". VERSA-STRANDS,VERSA-STUD®are ;Searing B 1 cannot support a load of 10565 Ibs. trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. Connection Diagram - �{ b d — �� s e a minimum= 1-1/2"c= 15" w' t 30 l= 7 38 b minimum=4" d=24" e minimum= 1" _ Member has no side toads. >e Z 5 Connectors are:SDS 114 x 6 Page 1 of 1 Quadruple 1-314" x 11-718" VERSA-l.AM6 2.0 3100 SP Moor Beam\Beam 07 e C CALC®9.3 Design Report-US 1 span No cantilevers O112 slope Saturday,July 22,2006 21:01 1 uild 047 File Name: BC 2283 ob Name: Houle Residence Description:Beam 07 Specifier. ,ity, St : C Sachem Drive Designer. Paul W.Swanson, P.E. :ity, State,Zip:Centerville, MA Company: Swanson Structural, Inc. ,ustomer. ERT Architects,Inc. Misc: 2283 ;ode reports: ESR-1040 Of °^ j STRUvTURAL N No.35334 A@. 06-10-00 •�px, CI E�� ?� 1,3-112" 30,3-1/2" 10 17067 tbs 3621 Ibs Total Horizontal Product Length=06-10-00 Summary Live Dead Snow Wind Roof Live Load S Tag De Load T Ref. Start End 100% 90 4 115% 133% 125% 13-00-00 1 Standard Load Unf.Area(psf) Left 00-00-00 06-10-00 40 12 Na 2 Beam 01 at bearing B2 Conc. Pt. (Ibs) Left 04-06-00 04-06-00 3144 9472 9293 Controls Sum lowable Duration Load Case Span Location Disclosure of input Pos.Moment 33989 ft-Ibs 69.5°k 115% 2 1 -Internal Completeness ered by anyone who would rely one End Shear -16171 Ibs 89.0% 115% 2 1 -Right output as evidence of suitability for Total Load Defl. U746(0.103") 32.2% particular application.Output here based Live Load Defl. U1263(0.061") 28.5% 2. 1 on building code-accepted design 0.103" 10.3% 2 1 properties and analysis methods. Max Defl. Span/Depth . Na 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable building codes.To obtain Installation Guide Bearin SU tts Dim. L x Value Support Member Material or ask questions,please call BO WalUPlate 3-1/2"x 7" 9621 Ibs 92,4% 52.4°� Spruce-Pine-Fir (800)232-0788 before installation. B1 Wa1UPlate 3-1/2"x 7" 17067 Ibs 163.9% 92.9°� Spruce-Pine-Fir BC CaLC®,BC FRAMER®,AJSTM ALUOISTO,BC RIM BOARD TM BCIO, BOISE GLULAMTM SIMPLE FRAMING Cautions SYSTEM® VERSA-.LAM®,VERSA-RIM , Bearing length at bearing B1 should be at least -3/4" PLUS VERSA-RIAAO, Bearing,B1 cannot support a.load of 1.7067,Ibs: VERSA-, VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360)Live load deflection criteria. arbitrary 1 Maximum load deflection criteria. Design meets rY( ) . Connection Diagram a (07 12. ° G/gX2l J 7 + ' (�"7 ih40�c a minimum= 1-1/2"c=B-7/8" b minimum=4" d=24" r is \ `k e minimum= 1" 4A� _ �� ! 3� � Connection design assumes point load is'top4oaded'. For connection design of'side-loaded'point loads, G please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are:SOS 114 x 6 Page 1 of 1 r ®� Double 1-314" x 7-1/4" VERSA-LAM® 2.0 3100 SP Floor BeamlBeam 08�p BC CALL® Saturday,Jul 9.3 Design Report-US 1 span No cantilevers 0/12 slope y 22,2006 21:08 Build 047 File Name: BC 2283 Job Name: Houle Residence Description:Beam 08 Address: 23 Sachem Drive Specifier: City, State,Zip:Centerville, MA Designer. Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: 2283 4 3 � s 06A 0-00 B1,3-1/2" BO,3-1/2" 3537 Ibs 3537 Ibs Total Horizontal Product Length=06-10-00 Load Summary Uve Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 1150/6 133% 128% Trib. 1 Standard Load Unf. Area(psf) Left 00-00-00 06-10-00 40 12 09-00-00 2 wall Unf. Lin. (plf) Left 00-00-00 06-10-00 0 80 n/a 3 Ceiling Unf.Area(psf) Left 00-00-00 06-10-00 10 10 08-00-00 4 Roof Unf.Area(psf) Left 00-00-00 06-10-00 15 25 08-00-00 Controls Summary value %Allowable Duration Load Case Span Location_ Disclosure Pos. Moment 5259 ft-lbs 54.6% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 2609 Ibs 47.1% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U442(0.173") 54.3% 2 1 output as evidence of suitability for Live Load Defl. U715(0.107" 50.4% 2 1 particular application.Output hen:based on building code-accepted design Max Defl. 0.173" 17.3% 2 1 properties and analysis methods. Span/Depth 10.6 n1a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim (L x W) Value Support Member Material- building codes.To obtain Installation Guide or ask questions,please call BO Wall/Plate 3-1/2"x 3-1/2" 3537 Ibs 67.9% 38.5% Spruce-Pine-Fir (800)232-0788 before installation. B1 Wall/Plate 3-1/2"x 3-1/2" 3537 Ibs 67.9% 38.5% Spruce-Pine-Fir BC CALCO,BC FRAMERS,AJS1m, ALLJOISTO,BC RIM BOARDTM,809, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum(U240)Total load,deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360)Live load deflection criteria. PLUS®,VERSA-RIMS. Design meets arbitrary(1 )Maximum load deflection criteria. VERSA-STRANDS.VERSA-STUD®are trademarks of Boise Wood Products, LL.C. Connection Diagram `1b �d a OF � c 1 ; �o PAUL W. �iGf,� i SMNSON a minimum=2" c=3-1/4" si'Ru,:.ruRAL n b minimum=3" d= 17' N .3533 .o Member has no side loads. Connectors are:16d Sinker Nails 7 2 Z 06 Page 1 of 1 f - t E- Single 9-1/2"' AJSTm 20 MSR Joist1J01 BC CALC®9.3 Design Report-US 3 spans I Left cantilever 0/12 slope Saturday,July 22,2006 2i1:0 Build 047 16"OCS Non-Repetitive Glued&nailed construction File Name: BC 2283 Job Name: Houle Residence Description:J01 Address: 23 Sachem Drive Specifier. City, State,Zip:Centerville,MA Designer. Paul W.Swanson, P.E. Customer. ERT Architects, Inc. Company: Swanson Structural, Inc. Code reports: ESR-1144 Misc: 2283 7 s s 4 3 2 11-03-00 14-09-00 OZ 08 00 B3,2-1l2" B1,3-1/2" B2,3-1/2" 1159 lbs 1458 lbs 1061 lbs Total Horizontal Product Length=28-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description .Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf). Left 00-00-00 28-06-00 40 12 16" 2 Exterior wall Conc. Lin. (plf) Left 00-00-00 00-00-00 80 16" 3 Exterior wall Conc. Lin. (plf) Right 01-00-00 01-00-00 - 80 16" 4 Roof Conc. Lin. (plf) Left 00-00-00 00-00-00 120 200 16" 5 Roof Conc. Lin. (plf) Right 01-00-00 01-00-00 120 200 16" 6 Ceiling Conc. Lin. (plf) Left 00-00-00 00-00-00 80 80 7 Ceiling Conc. Lin. (plf) Right. 01-OG-00 01-00-00 80 80 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1636 ft-lbs 48.2% 100% 14 3-Internal Completeness and accuracy of input must Neg. Moment -2083 ft-lbs 53.3% 115% 13 1 -Right be verified by anyone who would rely on End Reaction 11451bs 87.0% 115% 13 3-Right output as evidence of suitability for partiadar application.Output here based Int.Reaction 1438 lbs 42.7% 115% 17 1 -Right on building code-accepted design Cont. Shear 910 lbs 68.2% 115% 13 1 -Right properties and analysis methods. Total Load Dell. 2AJ301 (0.199') 59.8% 13 1 -Cantilever Installation of BOISE engineered wood Live Load Defl. U884(0.198") 54.3% 13 3 products must be in accordance with Total Neg.Defl. -0.13" 25.9% 13 2 current Installation Guide and applicable 13. 3 building odes.To obtain Installation Guide Max Defl. 0.27T' 27.7% 3 or ask questions,please call n Span/Depth 18.4 (BW)232-0788 before installation. %e Allow %Allow BC CALC®,BC FRAMER®,AJSTM Bearing Supports Dim.(L x W) Value Support Member Matertal ALUOISTO,BC RIM BOARDTM BCI®, B1 Beam 3-1/2"x 2-1l2" 1458 lbs 22.2% n/a Versa-Lam 2.0 BOISE GLULAMTM SIMPLE FRAMING SYSTEMS,VERSA-LAM@,VERSA-RIM B2 Beam 3-112"x 2-1/2" 1061 lbs 16.2% n/a Versa-Lam 2.0 PLUS®,VERSA-RIM®, B3 Wall/Plate 2-1/2"x 2-1/2" 1159 lbs n/a n/a Unspecified VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, L.L.C. Cautions Design assumes Top and Bottom flanges to be restrained at cantilever. Notes } Design meets Code minimum(2xL/180)Total load deflection criteria. A. Design meets User specified(U480)Live load deflection criteria 0ir3 Design meets arbitrary(1")Maximum load deflection criteria. ��', Corn Re El value based on 23/32"thick sheathing glued and nailed to joist. , f n pAtlL 3'r�`,,j; p� 9 g t SNlANIS011 .. S`RU, URAL o�{� id 35334 !� 7 2 Z 0& Page 1 of 1 ^ry. Permit# Permit Date REScheck Software Version 3.7 Release 9 Compliance Certificate Project Title: The Houle Residence Report Date:07/28/06 Energy Code: Massachusetts Energy Code Location: Centerville(Barnstable),Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 9ryo Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: Centerville,MA ERT Architects.Inc. 939 Main Street Yarmouthport,MA 02675 Ceiling 1:Flat Calling or Scissor Truss: 1362 30.0 0.0 48 Wail 1:Wood Frame,16"o.c.: 1936 13.0 0.0 144 Window 1:Wood Frame:Double Pane: 165 0.320 53 Door 1:Glass: 11 0.032 0 Floor 1:All-Wood Joist/Truss:0ver Unconditioned Space: 1251 30.0 0.0 41 Compliance Statement Statement of Compliance: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 Massachusetts Energy Code requirements in REScheck Version 3.7 Release 1 and to comply with the mandatory requirements fisted in the REScheck Inspection Checklist.The heating load for this building,and the cooling load N appropriate,has been determined using the applicable 6 ndard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building a no g an %of the design load as specified in Sections 780CMR 1310 and J4.4. Csulldei5asir�—U Compan Name �- � Date ....... ....... _..............__.. The Houle Residence Page 1 of 4 REScheck Software Version 3e7 Release 1 Inspection Checklist Date:07/28/06 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame:Double Pane,U-factor.0.320 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No R Comments: Doors: ❑ Door 1:Glass,U-factor.0.032 Comments: Floors: ❑ Floor 1:All-Wood JoisVrruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage must be sealed. ❑When installed in the building envelope,recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage Into the unconditioned space. 2. Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 dm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture shall have been tested at 75 PA or 1.571bs1ft2 pressure difference and shall be labeled. Vapor Retarder: ❑ Required on the warFn4n-winter side of all non-vented framed ceilings,walls,.and floors. Materials identification: ❑ Materials and equipment must be identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water healing equipment must be provided. ❑ Insulation R-values and glazing U-factors must be dearly marked on the building plans or specifications. Duct Insulation: ❑ Ducts shall be insulated per Table J4.4.7.1. Duct Construction: ❑ All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,Including stud bays or joist cavities/spaces used to transport air,shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Dud tape is not permitted. ❑The HVAC system must provide a means for balancing air and water systems. _ . .._----- --- ._ .. .._.._.. .. .. _.._._. .. ,- The Houle Residence Page 2 of 4 Temperature Controls: ❑ Thermostats are required for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. Heating and Cooling Equipment Sizing: . . ❑ Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and AA Circulating Hot Water Systems: ❑ Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: ❑All heated swimming pools must have an on/off heater switch and require a cover unless over 20%of the heating energy is from non-depletabie sources.Pool pumps require a time clock. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. _...._ . ....... The Houle Residence Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1° Up to 1.25° 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.6 0.5 0.5 1.0 Table 2:Minimum insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Fluid Temp. Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5°to 4" Heating Systems Low Pressurefremperature 201-250 1:0 1.5 1.5 1. Low Temperature 120-200 0.5 1.0 1.0 1.55 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) s Page 4 of 4 The Houle Residence r A. - ti Sp—9 �� ter,, co -LOT. 13 19 663 fsq.P 40.9 2 GRAPHIC SCALE 40 ,0 20 40 so ISO ( IN FEET } 1 fact► 40 ft Locus Address., tZq Sachem Roos' Assessors; Map 209 parcel 08 Plot Plan, of Lana' In Barnstable, Massoobase_tts STEPffEN Prepared For.- Bay Vxe?* Carp _ KYLE coo :r 'l.ha by oerd& that fhe sim-4st �&Wm on the piss as firm Ply-3)589 exist on the gi vand. Ss1 ti q 5� Date. ona Laud Sut�pnr� FMU Pete; Zone 'C" Avparad 5�7 Stepbom J• L7bylo and .sooistea Reatsauvoe P`1an, i8�f-t?' 42 Canterbury Lane, East pl�outh .l&4wohuvelts OR5,V • .7�dev�xou� 5U5jg40-25�4 � urw�lO�,oom Z0 39V8 S31dIJ�SSd 3�h.0cl bE5Z0b5809 EZ:OT T00Z/08/00 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION r. Map Parcel `, (9 f;`alg i r Permit# Health Division 14 q. OL Date Issued 3 o Conservation Division TTSo / /�� Fee Is Tax Collector3� �IC � � M �v SYSTEM MST BE AR _._ 6 2001 v Treasurer _ INSTALLED IN G®MpLlQ►N EI-r, r:,,.,,.G,I WITH TITLE b C Planning,Dept. ONMENTAL CODE A Date Definitive Plan Approved by Plannin Bo`ard �0�� WN REfGULATIONS 0 9 Historic-OKH Preservation/Hyannis Project Street Address a12 C4iJ1 -Village 0a)ree .'4ke MP+ f Owner 4A_do* 9 ALA Address ! ewrit;�f Telephone S-2) g'" 39 3— 7170 a `r / Permit Request cm,S 4' �i�i 9�E 4 � Gc, i1.c,.,;2i 12-� Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation Zoning District F.-t� Flood Plain Groundwater Overlay Construction Type Wo n D-d?a4 r Lot Size 0 z-&v 41' Grandfathered: ales ❑No If yes, attach supporting documentation. Dwelling Type: Single Family -" Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes alo On Old King's Highway: ❑Yes -LJ-Pd'o Basement Type: -Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ! 9 Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Al Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: :Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes -�KNo Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:El existing *new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Ao If yes, site plan review# Current Use Proposed Use _ BUILDER INFORMATION Name SOSuz:�ij P"Feews: Telephone Number 77 Address A,4 I/ I t&-j- 6t� License# e_S 0 Z,7 3-, l Q ` s Home Improvement Contractor# `A /� Iv".* 0 2.6 3cf Worker's Compensation# t. 0 E' 3. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO E. . SIGNATURE DATE 0 FOR OFFICIAL USE ONLY .. ; t'ERMIT NO: Is s DATE ISSUED " MAP/PARCEL'NO. / t ADDRESS; �'► -' VILLAGE OWNER DATE OF INSPECTION:; FOUNDATION ►Jal�//"• FRAME �.• C Il t INSULATION FIREPLACE ELECTRICAL: ROUGH :-7r, FINAL PLUMBING: ROUGH = FINAL GAS: ROUGH - - FINAL - Y FINAL BUILDING. rx DATE CLOSED OUT ze ASSOCIATION PLAN NO. . "��3� Y 1 J TOWN 'OF BARNSTABLE .CERTIFICATE OF INSPECTION PARCEL ID 209 028 OEOBASE ID 12825 �I ADDRESS 23 SACHEM DRIVE PHONE CENTERVILLE, ZIP - i LOT 13 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO p g� gg ,H. g jp �J EEgMM P�RMIT TYPE Bc1.90u�8 T LEIPTION CERT FICAZTE 0 OCCui� �1CY #'2;32�i CONTRACTORS: Department of Health Safety ARCHITECTS; � P � Y and Environmental Services TOTAL FEES: BOND $_00 TME CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 'FrP., * BARMABLE, MASS. 039. BUIL `-ING DIVISION BY DATE ISSUED 06/24/2002 EXPIRATION DATE TOWN OF BARNSTASLE BTO I I INQ PERK I T P,kRC1,L ID 209 028' GEOBASE ID 12825 ADDRESS 23 SACHEM DRIVE PTIONE CENTERV I LLE Z I P BLOCK LOT, S;1 'DBA `` DEVELOPMENT DISTRICT CO - PERMIT 5232 8 INSCRIPTION NEW 4 BDRM SING.FAK;HCME S:EWPT# 000-869 PERMIT TYP9 "BUILD TITLE NElV RESIDENTIAL ELDG y'P T ,CONTRACTORS. IAA"RATE y JOSEPN"4N; , 'ARCHITECTSDepartment of Health, Safety TOTAL FEES: �� r�� and Environmental Services BOND $.00 CONSTRUCTION COSTS �33�,�i55�t�0 �tME 10 t SINGLE "^A HO?KE �E'!' C�HE13 1 PRIVATE P`.. ':E 1ARN3TABLE, MA83.. - BUILDING DIVISIQN ;c.., I,iAT" ISSUED .`03f23/2001. EXPIRATION 57A7.'L+.' / BY - — --• THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO-COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF.000U- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). '" PANCY IS REQUIRED, SUCH BUILDING SHALL NOT.BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN.MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. a ® s s ® m BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 06 2 `��1 2 7 E.►G PN C 2 / �� 3. / SIY 1. HE INSPECT ON APPR VALS ENGINEERING DEPARTMENT b �p �iv�3� � Pew . 2 BO D OF HE LTH cam. OTHE SITE PLAN REVIEW APPROVAL 02- WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC-. MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. x' r I ' I I M II I I I - I ' I I I I I I E - . I . E ESTIMA TED PROJECT COST WORfCSJLIEET LIVING SPACE Value (high end construction) square feet X$115/sq. foot (above average construction) square feet X$96/sq. foot= (""P"Q' nnnc+r,.rr;n„� square feet X$57/sq. foot= GAGE (UNFINISHED) square feet X$251sq. foot PORCH 8' square feet X$20/sq. foot DECK 3 2 square feet X$15/sq. foot= ` 160 OTHER square feet X M/sq. foot= Total Estimated Project Value I . MAScheck COMPLIANCE REPORT I ► Massachusetts Energy Code I, Permit # MAScheck Software Version 2.01 Release• 3 I I I I ► Checked by/Date ► I . TITLE: CUSTOM STEPPED CAPE CITY: Yarmouth STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 1-17-2001 DATE OF PLANS: 11-JAN-2001 PROJECT INFORMATION: BAYVIEW CORP. JOSEPH IAFRATE CENTERVILLE, MA. 02632 r COMPANY INFORMATION: LIVING DESIGNS 131 QUAKER MEETINGHOUSE ROAD EAST SANDWICH, NIA. 02537 1-508-888-2747 COMPLIANCE: Passes Maximum UA = 592 Your Home = 550 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA --------------------------------------------------- e CEILINGS 2120 30.0 0.0 74 WALLS: Wood Frame, _ 16" O.C. 3256 13.0 0.0 267 GLAZING: Windows or Doors 228 0.410 93 GLAZING: Skylights 9 0.350 3 DOORS 44 0.410 18 FLOORS: Over Unconditioned Space 2022 19.0 0.0 95 - ---------------------------------------------------=------------------- 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. requirements of" the Massachusetts Energy Coder The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found . in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than, 125% of the design load as specified in Sections 780CMR, 1310 and J4 . 4 . Builder/Designer �. a::n Date ! Ltd J IA Mk 2• 1�f4xZh N m d r A an 44"W LIL '7N O� � m CD m v 00 (D w ��4 ' XZ Lvt. POST for k,L o 2- t 314x 9 It WIL - o �1 in m 5Tt tZ o� CLs�S.cz _ -- P m N pt a N POST A-T STAIR a -- 3 ` ! AX tSV �vl � � a � O D (tiL+�1 Ilvd�jS V h8W ('o°T N N m u 1- PARTIAL ROOF FRAMING PLAN f 11/29/2006 22:46 5083624883 ERT ARCHITECTS PAGE 02 Sep 26 06 11 : 18a Paul W. Swanson, P. E. 508-•520-1334 P- 2 Triple 1-3/4" x 18 VERSA-LAND 2.0 3100 SP Roof BeamlBeam 01 BC CALC D 9.3 Design Report-US 2 spans I No cantilevers 10/12 slope Tuesday, September 26.200810.62 Build 057 File Name: BC 2283 Job Name: Houle Residence Description:Beam 01' Addnres: 23 Sachem Drly Specifier. City State, zip: Designer. Paul W. Swanson, P.E. Customer: ERT Architects, Inc. Company: Swanson Structural, Inc. Code!ports: ESR-1040 Misc: 2283 .p a ��-�!r- - _- - - - -- - - - - - - - : 1 - so,3.1J2" 81.7" 82,3.112" 1302 The 21341 lbs 9925 The Tote{Horizontal Product Length 45-DO-00 Load Summary Live Dead Snow Wind RoW lave 'Eal poserioNm Load jZg2 Rsf. Start End 100% 90% 115% 133% 125% TAlb. 1 Roof Lint.Area(pal) Left 04-00-00 16-00-00 15 25 09-00-00 2 Roof Lint,Area(psf) Left 16-00-00 44-06.00 15 25 14.00-00 3 ceiling Unf.Area(psf) Left 16-00.00 44-06-00 10 10 14-00-00 4 Roof Trapezoidal(plf) Left 00-00-00 0 0 nla 04-00-00 135 225 n/a Contmis Summary Value %Allowable Duration Load Case Span Location Disclosure Pos.Moment 59367 it-lbs 73.7% 115°k 2 2-Internal Completeness and accuracy of Input must Neg. Moment -59490 ft-lbs 73.9% 115% 2 1 -Right be verified by anyone who would rely on End Shear -8792 lbs 42.6% 115% 2 2-Right output as ev,denos of suitability for Cont.Shear 12800 lbs 82.0% 115% 2 2-Left particular bull ar a code-accepted tl Output here based U hfl 1475 Ibs nla 194. 1 -Left properties building end analysis design UP RI! prope+tie9 and analysis methods. Total Load Defl. L/234(1.448") 76.8% 2 2 Installation of BOISE engineered wood Live Load Dell, U416(0.818") 57.9% 2 2 products must be in accordance wfih Total Neg. Defl. -0.231" 30.9% 2 1 current Installation Guide and applicable Span/Depth 19.8 n/a 2 building codes.To obtain Installation Guide or atik questions,please call %Allow %Allow (800)232-0788 before installation. Bearing Suppor% ttlm_(L x WI Value Support Member Material BC CALCO,SC FRAMERS,AJS'u 80 wall/Plate 3-1/2"x 5-1/4" 1302 lbs 16.7% 9.4% Spruce-Plne-Fir ALLJOISTO,BC RIM BOARD'" 8GIC, 81 Post 7"x 5-1/4" 21341 lbs 0.6% 77.4% Steel BOISE GLULAM^" SIMPLE FRAMING 82 WsNPlate 3-1/2"x 5-1/4" 9925 lbs 127.1% 72.0% Spruce-Pine Fir PLuS6.V SYSTEMS,RSA-VERRI dD. VERSA-RIM PLUS®.VERSA-RIMfe, VERSA-STRANDO,VERSA-STUu®ere Cautions trademarks of Boise Wood Products. Uplift of 1476 lbs found at span 1 -Left. L.L.C. Column at Bearing B1 analyzed for bearing aniv,column analysis has not been performed. Bearing length et bearing 82 should be at least 4-1/2 Bearing B2 cannot support a toad of 9925 Ws. Notes Design meets Code minlmum(U180)Total load deflection criteria, Design meets Code minimum(L/240)Live load deflection criteria. >�3 OF Member Slope-0.consider drainage. o�Pnu-111. Sbl:NSON�t S STRUC URAL v t 33 4 �\trr'Ui'd!Y r�i!f°a J 11/29/2006 22:46 5083624883 ERT ARCHITECTS PAGE 03 Sep 26 06 11 : 198 Paul W. Swanson, P.E. 509-520-1334 P.3 Triple 1-3W' x 18" VERSA-LAND 2.0 3100 SP Roof BeamlBeam 01 SC CALCO 9.3 Design Report-US 2 spans No cantilevers 10112 slope Tuesday,September 26,2006 10:52 Bulid 057 File Name; SC 2283 Job Name: Houle Residence Description:Beam 01 Address: 23 Sachem Drive Specifier: City,State,Zip:Centerville,MA Designer Peal W.Swanton,P,E. Customer: ERT A►chiteets,Inc. Company: Swanwn SKuC.ural, Inc. Code rs As: ESR-1040 Misc: 2283 Connection Dlw►am Disdosute Completeness and accuracy of input must L ' = be verified by anyone who would"on r-" . pphcu or put as plieationn..out"hens based c G on bullding coda-accepted ONO i I pmperlias and analysts methods. Installation of BOISE engineered wood e 1 r products must be In accordance*Att • current Installation Gulde and applicable buNding codes.To obtain Installation Guide or ash questions.please call a minimum M 2' c= 1 A" (8t)d)292 0788 balm Instellation, b minlmurn=3" du 12' BC CALCO,W FRAMERS.AJSI% e minimum=3" ALUO1SM.8C RIM BOAROTM.SCIO, Nailing schedule aCptles to boln glass of the member. BOISE t3LULAM"",SIMPLE FRAMING Member has no side bads. SYSTEMS.VERSA-LAMS.VERSA-RIM Ownedors are:IN Common Naae PLUS®,VERSA-RIMS. VERSA-STRANDS,VERSASTJD®am trademaft of Balsa Wood Products. L.L.C. 11/29/2006 22:46 5083624883 ERT ARCHITECTS PAGE 04 Sep 26 06 117198 Paul W. Swanson, P.E. 508-520-1334 p. 4 - Double 1-31,V'x 24"VERSA-LAMO 2.0 3100 SP Roof BeamlBeam 01A Be CALL®0.3 Design Report-"1 1 span No cantdaVers 0112 slope Tuesday,September 25,200610:55 Build 067 File Name: SC 2283 .tote Name: Houle Reaidenee Description:Berm 01A Address: 23 Sachem Drive Specifier: City,State,Zip:Centerville.MA Designer: Paul W.Swanson,P.E. Customer. ERT Archkects,Inc. Company: Swanscn Structural, Inc. Code reports: ESR-1040 Mile: 2283 .p 7-7 .�-.._-f:-LSD._R._.3!.�_—^.'L.._..,.-�s.�-.......�_�.-.��-�� I BIN.3-1rr 91.3•tn- OL 32n lbs OL 32T2 lbs SL 52261be SL 5226 tea 7o1e1 Marizoraal Produtl Len h�26-00.00 ' L—aM SuMn"w"ry L Ivs Deed Snow Wind Roof Livia Toes Description _ Load Tye Rol. SpR End 100% 90% 116% 133% 126% Trib. 1 Standard Load Unf.Area(Pat) Left 00-00-00 26-00-00 16 25 11-00-00 2 sddl roof Unf.Area(pin Left 00.00-00 04-00-00 15 25 04-00-00 3 addl roof Unf.Area(pill) Right 00-00-00 04.00-00 15 25 04-00-00, A Beam M at bearing B1 Cone.Pt. pbs) Left 04-00-00 04-00-00 580 600 nla 5 Beam 03 at bearing 91 Conc.Pt. Qbs) Right 04-OMO 04-00-00 580 600 n/a 6 Beam 01 at bearing BO Conc. Pt.pbs) Left 13-00-00 13-00.00 0 1302 n/a Controls Swmary Value _ %A6owable Duration Load Casa Span LoWi-k_ Diecimure Poe.Moment 51703 ft-Ilse 55.9% 115% 3 1-Internal Comolsianess and accuracy of input raum End Sheer 7089 lbs 38.6% 115% 3 1-Left be verified by anyone who would rely on Total Load Doll, U413(0.742") 43.6% 3 1 output as evidence of sullsoillty for Live Load Dell. LIB47(0.474'� 37.1% 3 1 parttaalar application.O•rtput hen based Span r Death 12.6 n/a 1 on o llirtp end deagn prooenlee ens eneysla metnoda. Inslall rtion of 8015E engineared wood %Allow %Allow produces must be in accordance wth 844IdM SUppOft Dim.(L s W) Volute Support Mlalnbor Material current Installation Guido and applicable 80 Wall/Plate 3-112"x 3-1/2" 8488 lbs 163.2% 92.5% Spruce-Pine-Fir building codes.To" :nsleNsUon C,uids 81 1, olliPlate 3-112"x 3-112" $499 Ibs 163.2% 92.5% Spruce-Pine-Fir or ad`yuotions,alone call (800)232-0768 before irstallatior. Caudons BC CALCO.SC FRAMER®•XISM. AL UOIST®.BC RIM BOARD"' SC19, Besrng Mhgth at bearing 80 should be at least 5.3147'. BOISE GLULAM"",SmPLE FRAMING Bee^ng 80 cannot support a Ioad of 84981bs. SYSTEMS.VERSA.LAMS.VERSA-RIM aearrrg length at bearing 91 should be at least 5-3/4".. v R 6,VIW SARI vERSABTUDO aareBea•ng 8 cannot support a load of 9498 lbs. lrsdemo to of Rohe Wood Rodutle. Notes Design rreets Code minimum(11180)Total load deflection criteria. Design meets Code minimum(L1240)Live load deflection criteria. Member Stope=0,consider drainage. - /tt of e.., st / Q�•, Lei•�� F S�4ANSON 1' 5 6 pUCTUAAL 1 f�tr'N:;L t��' �• Page 1 of 2 f 11/29/2006 22:46 5083624883 ERT ARCHITECTS PAGE 05 SOP 26 06 11 :2Oa Paul U.. Swanson, P.E. 508-520-1334 p. 5 MA.M.E- Double 1-314" x 24"VERSA-LAM®2.0 3100 SP Roof Seamlfeam 01A BC CALL®9.3 Oestgn Report-US 1 span I No cantllevem 10/12 slope Tuesday,September 20,200510:56 Build 057 File Name: BC 2283 Job Name' Houle Residence Oesntptlon.Hearn 01A Address 23 Sachem Drive Spec City,"hate,zip:Cenlarvllk.MA 0"gner, Paul W.Swanson,P.E Customer: ERT Ard*ects,Inc. Company: Swanson Structural,Inc. Code re arts: E8R-1040 Mist: 2283 Connectbn Diagram Disclosure d__�„) Completeness and aowreoy of input must be vNifled by anyone who would ray on output as evidence of sullablllty for 1 c particular spplleation.Output here based on building code-acamte0 aesign `... . properties and analysis methods. Installation of BOISE engineered Wood products must be In aocordarlm with "rmnt installation Guide and applicable building codes.To obtain Inatellatior.Guido or ask Questions,please call a m minimu ¢2' c=10" (WO)232-0788 before Installation. b mintmum=3" d= 12" BC CALLS.BC FRAMERS.A,tS'v. Connection design assumes point load 141011•loaded'. For connection design of'side-loaded'point loads, ALUOISTS,8C RIM 80ARD^r SCtm, pisYae consuti a technical representative or protlssaionai of Record. BOISE OLULAM"',SIMPLE FRAMING Member treys no side loads. SYSTEMS,VERSA-LAMM,VERSA-RIM Concentrated bads are not considered In side load ana"Is. PLUS®,VERSA-RIMS, Connacrors are-isd Common Naffs VERSA-STRANDS,VERSASTUD®are trademarks of Bolas Wood Products, L.L.C. 11/29/2006 22:46 5083624883 ERT ARCHITECTS PAGE 06 Se►p 26 06 11 : 21a Paul W. Swenson, P. E. 508-520-1334 p. 6 �- Double 1-3/4" x 11-718" VERSA-LAM® 2.0 3100 SP Roof BeamlBeam 02 8C CALC®93 Design Report- US 1 span i No cantilevers 1 0/12 slope Tuesday,September 26,200610:52 Build 057 File Name: 8C 2283 Job Name: Houle Residence DescAption:Beam 02 Address: 23 Sachem Drive SpecHter: City,State,Zip:Centerville,MA Designer. Paul W. Swanson, P.E. Customer: ERT Architects,Inc. Company: Swanson Structural, Inc. Code reports: ESE-1040 Misc: 2283 12 _._ -- --._..... .. _............ -- -- --- - ----------- -- -- I_F7.1 _.�,. 80,3-112" 81.3-1J2" 1152 lbs 1152 lbs Total Horizontal Product Length•17.06-00 Load Summary Llve Dead Snow Wind Roof Live Tao Description _ Laud Type Ref. Start End 100% 90% 116% 133% 17S% Trlb. 1 Standard Load Unf.Area(pso Left 00.00.00 17-0640 15 25 03.00-00 Controls Summary value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4781 ft-lbs 19.5% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 994 The 10.6% 115% 3 1 -Left be vedfled by anyone who would rely on Total Load Dell. U799(0.255") 22.5% 3 1 output as evidence of suitability for Live Load Dell. U1404(0,14W) 17.1% 3 1 particular application.Output here based Span/Depot 17.2 nits 1 on building code-accepted design properties and analysis methods. Installation of BOISE engineered wood %.Allow %Allow products must be in accordance with iiaearin�$utirtAerts Dim.(L x W) value Support Member Material _ current Installation Outdo and applicable BO ',NaIVPIste 3-1/2"x 3-1/2" 1152 Ibs 22.1% 12.5% Spruce Pine Fir building codes.To obtain Installation Guido B1 WaallIPlate 3-1/2"x 3-1/2" 1152 Ibs 22.1% 12.6% Spruce-Pine-Fir o questions,prase call (B00)2320)232.0768 before installation. NOtlas SC CALC®,SC FRAMER®,AJS Tw. ALLJOIST®,BC RIM BOARD_"-,0C16, Design meets Code minlmurn(U180)Total load deflection criteria. BOISE GLULAM^",SIMPLE FRAMING Design meets Code minimum(U240)Live load deflection criteria. SYSTEMS,VERSA-LAM®,VERSA-RIM ' Member Shoe=0, consider drainage. PLUS®,VERSA-RIM®, VERS"TRAND0.VERSA-MOO are trademarks of Boise Wood Products, Connetuon Diagram - L.L.C. 71 b G_ �•---a e - - - I a minimum t 2" c=7-7W b minimum=3" d = 12" Memb r has no side loads. Connectors are: Sink nn er Nab `s ; $TNucr AAL v '0 5 s� 14:L 9Z 11/29/2006 22:46 5083624883 ERT ARCHITECTS PAGE 07 •Sep 26 06 11 : 21a Paul W. Swenson, P.E. 508-520-1334 P. 7 OW&M.- Double 1-3/4" x 9-1/2"VERSA-LAM®2.0 3100 SP Roof BeamSeam 03 SC CALCR 9.3 Design Report-US 1 span No cantilevers 12/12 slope Tuesday,September 26,200610:52 Build 057 File Name: SC 2283 Job Name: Houle Residence Description:Beam 03 Address: 23 Sachem Drive Specifier: CRY,Stab,Zip,Centerville,MA Deslgtter: Paul W, Swanson, P.E. Cuttto"W.. ERT Architects, Inc. Company: Swanson Structural, Inca Code repeats: ESR-1040 Mice: 2283 •Iz Ir._._i.._r._.x.,a...T � _.x_.1_.._i.{s. ._...s_.Y.-•.7c�_7[~.3�fS.C._-_... , _7..._,_._7L...._[_...L._�-_S�=-..i.,,.;,,..T_-.1..�.Z�__.=-_.L__i-..i.._!-.,�.w R..._x�J�i� - .1_1•...T....� .7_.��.. w � _JGeiLZ_i�S•n-.7� •ram•••._ .._ .. .._�._ �.__....._•_,_••_-_-.......-.._ _... -.... .. ...._.. -....-........_.._.. _...... ..... . 1094 Ibs 1180Ibs Total Horizontal Product Le th■I""o Load Summery Uwe Dead Snow Wind Roof Live Tag Deemtpeon Load Tope Ref. Sbri End 100% 90% 116% 1339E 126% Trlb. 1 Standard Load Unf.Area(pat) Left 00-00.00 10.06-00 15 25 01-04-M 2 Roof Unf.Area(psi) Left 0"0-00 C5.00-00 - 15 25 04-00-00 3 Beam 02 et besidng 61 Conc. Pt. (ft) Left 0&00.00 054)0-00 496 656 n/a 4 cheek well Trapezoidal(pit Left 00-OD-00 80 nla 05-00-DO D n/a Controls Summary vatus _ %Arable Donation load Case Span Location Disclosure Poll.Moment SON R-lbs 31.7% 115% 3 1 -Internal Completeness and accuracy of input must End Shear 1531 bs 21.1% 115% 3 1 -Lett be verified by anyone who would rely on Total Load Defl. LJ523(0.328") 34.4% 3 1 *bPw as evidence of suitability for Live Load Dell. U1016(0.1ti8") 23.6% 3 1 PaaicWerappacstlon.Output here based m building codeaaoepled design Span/Depth 12.7 We 1 prWerties and anaiysis methods. installation of SOISE engineered wood %ARow %Allow products roust be in accordance with 8eiuing Supwrts Din.ft.x V4 Value suse2ft Member Ma"gK current Installation Guide and applicable so WeMlPlate 3.1f7'k 3-112" 1894 Ibs 38.4°7b 20.696 Spruce-Pine-F;r ouUding codes.To obtain Installation Gulds 81 Wallmsts 3.1/7'A 3-112" 1180 The 22.7% 128% Spruce-Pine-Fir a 00)232-0786 ask s,plasm tah (8001232-0788 before ineffiIletion. Slope and Cut Length el a Facie Dsptlt Horiz Length Product Lenath 9C CALOV,BC FRAMER®,AJSTM, Plumb Cut with Hanger to dbl.lop plate 12/12 13-318" 10-06-00 15-07-11 ALUOIST®,9C RIM 80AROTM,SCIO. SOME GLULAUT' SIMPLE FRAMING SYSTEM,VERSA-LAM®.VERSA-RIM Notes PLUGS.VERSA-RIM®, Design meets Cade minimum(U180)Total toad deflection criteria. VERSA-S RANt9,VERSA-MOO am Design meets Code minimum(LJ240)Live:oad deflection,cr!terls. rademarks of Bales wood Products, L.L.C. - ..��;;fir•;:'�'`,,.� 491. fail:'•i"::. li." 11/29/2006 22:46 5083624883 ERT ARCHITECTS PAGE 08 • Sep 26 OS 11 : 228 Paul W. Swanson, P.E. 508-520-1334 P.8 Double 1-3/4" x 9-1/2" VERSA-LAMS 2.0 3100 SP Root Bea mlB�m0 3 SC CALL®9.3 Design Report-US 1 span No cantilevers 112112 Slope A Build 057 File Nelms: BC 2283 Job Name: Houle Residence Deacriptlom Beam 03 Address: 23 Sachem Dive SpwAler: City,State,Zip:Cerrtervift,MA Designer. Paul W.Swanson,P.E. Customer: ERT AfeMet ts,Inc Company: Swanson Structural,Inc. Code .s: ESR-1040 Misr: 2283 l Connection Die ram cDisclosure lnpletenon and acwmcy of Input must be verirled by Rnyone who would rely On f output a$evidence of Suitability for ,••- • ; e e ` particular appfiCetlon,Output here based i a on building cod•.accepted design properties and enalyala methods. Installation of BOISE"Ir ered wood products must be in eeoordanee*"%h e..1 • `� current Installation Guide and applicable t------ -�— building Codes.To obtain InetalloUon Guide or ask questions,please Cap a minimum=2" c=5.112" (80011ni-o7s8 oetore installation. b minimum a 3' d=12" BC CALC6,BC FRAMERS,AJSI" Conneetlon deei9'%assumes point Iced Is lop-loaded'. For Conneellon design of•side loaded'point t?toads. ALLJO19M SC RIM WO*",BCIS. please eoretA a technical representative or proharsionel o'Record. BOISE GLULAM'v.SIMPLE FRAMING Member has no Side Inds, SySTfM®.VERSA-lAM®.VERSA-RIM Concentrated loads am not considered in side toad snabs:. PL,USO.VERSA-AIM®, Connectors are:led CorWen Halls VERSA-STRANDS,VERSA.STUDO are trademarks of 8016e Wood Products, Tc. ,E. Bateman Law Offices Counselor at Law 38 Parker Road Osterville, Massachusetts 02655 Philip C. Bateman, Esquire Telephone: (508)420-3500 Fax: (508)420-2921 November 3, 2000 Mr. Elbert C. Ulshoeffer, Jr., Building Commissioner •, IT 'glum] NOV 6 20�0 Town of Barnstable South Street _ Rt�tsRl►rtRR�r,F��Rn�r77__ Hyannis, MA 02601 Re: Map 209 Parce128 123 Sachem Drive, Centerville, MA Dear Mr. Ulshoeffer: This office represents the prospective purchaser of the above property under a purchase and sales agreement. I have examined the title to the premises together with the abutting lots. The property is bounded on three sides by separate parcels and has frontage on Sachem Drive in Centerville, MA. The property was last held in common ownership with any adjacent lot on October 22, 1970. Enclosed please find a copy of the current deed to the subject parcel, a vacant lot. Also enclosed you will find copies of the deeds to the three abutting lots two of which comprised part of the original subdivision, "Mattakeese Village". It is my opinion the Tot qualifies under the Town's grandfather clause as to buildibility. Please feel free to contact me should you wish to discuss this matter. Very truly yours, Philip C. Bateman PCB/pb Enclosures 17- C90 r lasoa - Nud4o8 fAu. 2,119 ` The within premises are granted subject to the following restriction ' r and covenants imposed for the benefit of other land of the Grantors• ^ . WE, MARSHALL M. DRANETZ and BENJAMIN KEPNES, both. x, xt 1. No building;or structure shall be erected, placed, altered, maintained i or remodelled as to exterior thereof on said premises until the plans of(Hyannis) Barnstable, Barnstable fib.Maeeachuastta, _ have been approved by the Grantors, their successors or assigns or such other person as the Grantors may from time to time appoint for 14YDirW..c%-c:r(for consideration paid,grant to ABRAHAM I. DRANETZ and MARIANNA .,. _ +: this purpose. I - DRANETZ, Husband and Wife, AS TENANTS BY THE ENTIRETY, and both of � ,, h 1191 Donamy Glen, Scotch Plains, New Jersey t 7. The granted premises shall be used for residential purposes only ! � and no trade or business activity shall be carried on upon the granted premises nor shall commercial vehicles be customarily or frequently parked on the granted premises or the was shown on the plan of Sub- with pailtlaftn toomant8divisi cover�n unless said vehicle is covered by a garage or other permanent r 0-:.nd m situated in(Centerville) Barnstable, Barnstable County, Massachusetts, j botuided and described as follows: q,-5 t 3. The Grantors reserve the right to modify or amend these restrictions { , _y I �;• a; For title reference may be had to a Deed from Lilliam NORTHEASTERLY: By Sachem Drive as shown on plan referred to I + M. Btixbaum to + hereinafter, One hundred Ei h + Marshall M. Dranetz and Benjamin Kepnes dated September 27, 1965 and E g ty-one and 65/100 g recorded in Barnstable County Registry of Deeds Book 1313 P F (181.65) feet, more or less; B bl , , age 290. SOUTHEASTERLY: By Lot 14, as shown on said plan, One hundred '• ' The Grantors reserve the right to grant utility easements on the pre- ,t ' Forty-one and 62/100 (141.62)feet more or less; i I t anises demised or adjacent thereto insofar as it is necessary or desirable. . The consideration sideration for *the within transfer is Eight thousand One hundred ' y y ' pp f and 00/100($8,100.00) Dollars. mately Ninety and 00/100(90.00) feet, more or less; I „ ,} `: i , and NORTHWESTERLY: By Lot 12, as shown on said plan, One hundred The within Grantees guarantee by the acceptance hereof annual water use Forty-seven and 58/100 (147.58) feet, more or less. ( r to the value of$35.74 to the Centerville-Osterville Water District. The within premises consisting of 20,000 square feet, more or less, areA `shown on said Plan as LOT 13, which Plan is entitled"Mattakeese Village, sub- boo IU8 NA 241 i r�,�. division plan of land in Centerville, Mass., as surveyed for Marshall M. Dranetz , j and Benjamin Kepnes, Scale 1"-401, July 23, 1965, Nelson Bearse- Richard Law, ( t,., ,F , a' . Surveyors, Centerville, Mass.", recorded in Barnstable County Registry of Deeds 1 q Book 198, p--- a ' The within premises are granted subject to covenant to the Town of Barn- I t r stable Planning Board and to the Centerville-OsterviIle Water District and is further granted toether with aright in common with all others entitled thereto for I ',,,�a the use of Sachem'Drive as shown on-aid Plan, and together with the right in u a j common with all others entitled thereto for the use of the beach area for bathing purposes, which area appears on said Plan in the southeasterly corner thereof, i • { aocK54671.-c,..165 Pt MASSACXUSLTTS QUITCLAIM DEED SNORT FORM (INDIVIDUAL) 0[11 * gy 32193 Robert H. Burpee, Trustee of with the Barnstable Registry Deeertsds Realty Trust, u/d/t dated Oct. 31, 1978, and rY of D Deeds on Oct. 31, 1978 at Book/page recorded 3243/2 ?6 ?� ofL14/41 Sachem Drive, Centerville sty,M; usetts k, Barnstable 5 being unmarried,for consideration paid,and in full consideration of µ AM DOLLARS A 00 Cam$ y,R/t R �F� E�I(Mq 4'f10j)SAbID _ i !Hasse and toj2ichard Nadia Masse 9' � 014 Preston with quilrlatm tau Inants road, Salem ... , MA IDesenp lon and encumbrancer,U aorl SM M=MT A A70jMM t� 31ilttr$A zV:... ...hand and seal this............................day of................... x December86 -. ...:.. ....... .......... ..............1 ...................................................... IRaobest••H.,..Bu ........1.... ... . .. .......... ................................................................... .. r• ;' " Trustee of Bober .... Y Trust _.�= idler QJnitttnnruurallll ,� iEsuesarl;1113r1is ss. 19 Plymouth December 19 _ Then personally appeared the above named 86 r` E Robert H. Burpee and acknowledged the foregoing instrument to be rw act and d ore me `w Pub —justice of the Peace } - } , 3 1Qy7omDiils(on�rxplres 19 ; Dully 29 88 t < ' -3a 1-4 (*Individual—Joint Tenants-Tenants in Common) j CHAPTER 183 SEC 6 AS AMENDED BY CHAPTER 497 OF 1969 s j Every deed presented for record shall contain or have endorsed upon it the full name,residence and post office address of the ggraranotee i c " and a recital of the amount of the full consideration thereof in dollars or the name of the other oxui tioD tbere(or,if not delivemf p for a specific moonneettuWTy sum.The full consideration sham man the total Price for the conveyance without deduction for any Gros or { r'h encvmbrantts assumed the grantee or remaining thereon. All such endorsements and recitals sba11 be molded as put of the deers. f Failure to comply vrith this section shall not affect the validity of my deed.No register of deeds shall accept a deed for rtcerdiag mleaa it is in compliance with the requirements of this notion. �I .+YL the land situated in (Centerville) Mags&chsuetts, e' Ba stable : . ` and ' as,follows: Cbtunty, By Sachem her einafteimeasm shm an Plan referred to + f thi (135.41) feet; � rtY-five and 4U00 :r ' Y BY Lot 15 as shoe an said plan, fifty-seven and OW3OO 1157. 0) feet;Bladred I { BY land now or N} 15 'y BY Lot 13 as fly°f Josie.5heaffer. i shown cta said Plan j I forty-one and 62 U U.62) feet • One BVndred "Ie within Premises consist' ng shown on Plan as Lot of 2A,ODD square feet, more or less subdiv' an which Plan is eIntitled ' . 1s ision plan of land in Cente Mattakeese Village, f M. Dranetz and Benjamin Kepnes, Scale � Mass., as Nelson Bearse-Richard = 40', Jul 23 surveyed19 for Marshall Law, Surveyors, Cente_-v.11e ,Y . 1965, Barnstable Co Mass., recorded i county Registry of Deeds, Book 198, Page 47. in 7t within Premises is granted E ; "table Planningto covenant to District v Board and to tte to lbwn of and is further granted tooEtt��'with a ille Water others entitled t right Plan hereto for the use of g in conmon with all together with the ri ht in Drive as shown on said and t g cc�mron with thereto for the use of the all others entitled beach area for tatbing appears on said Plan in the Purposes, which area southeasterly corner thereof. . Ii This conveyance is made subject' restriction of record. to all use Construction and beach access For our title with Ba • see deed of Burton Barnstable County Registry of Deeds inB0000k 4684aie • Plan recorded I , Page 227. 1. G ;y 2,, 6S '4 t R�bORPEODEC 1986 ��s r -- - - s00r5510 r_,cE279 1, 00x5510 F-.cE 278 0113'7 . See Special Permit issued by the Barnstable toning t. Board of Appeals recorded in Book 5455 , Page 010 . QUITCLAIM DEED Being a portion of the premises conveyed by deed of 4 Sophia Yarnall Payne to Guy M. Weyl and Eveline D. Weyl, dated We, GUY M. WEYL and EVELINE D. WEYL, husband and wife ^ _ , August 9, 1984, and recorded in-Book 4214, Page,250. as tenants by the entirety, both of 23 Somerset Road, _ i Lexington, Middlesex County, Massachusetts, for consideration w ! WITNESS our hands and seals this fifteenth day of paid in the amount of $12,144.00., grant to STANLEY -A. w- j December, 1986. a TUCHOLSKI, of 32 Burnham Street, Terryville, Connecticut, i with QUITCLAIM COVENANTS, j ;; u ey the land in Barnstable (Centerville), Barnstable County, - J Massachusetts, bounded and described as follows; I ve ine�Qey ^p— � ..^ NORTHWESTERLY by land of the grantee, Stanley A: Tucholski, one hundred eighty-seven and 34/100 t COMMONWEALTH OF MASSACHtJSETTS :(187.34) feet; I NORTHEASTERLY by land now or formerly of Abraham I. and jz a Barnstable, ss cember/J�1986 De Marianna Dranetz, twenty-five and 52/100 ;' (25.52) feet; I Then. personally appeared the above named GUY M: WEYL .n j and EVELINE D. WEYL, and acknowledged the foregoing instrument EASTERLY by land now or formerly of Burton and Elaine F. Kaplan, ninety and no/100 (90.00) feet; ; to be their free act and deed, before me SOUTHERLY by by land of the grantors, _Guy M. and Eveline 4 i D. Weyl,-one hundred two and 04/100 " '• (102.04) feet; and t � � r +��:- q ary ubl SOUTHEASTERLY by land of the grantors, Guy M. and Eveline � . My commission expires 7•7•PZ I D. Weyl, forty and no/100 (40.00) feet. t :, Containing 6,959 square feet and being shown as .LOTi: i on a plan of land entitled Plan of Land In BARNSTABLE (Centerville), MASS. For Guy M. and Eveline D. Weyl, :�'� c: r .��•ic% t a� t�FzTS ; • ( Scale 1" s 401, July 17, 1986, Baxter S Nye, Inc., Registered Land Surveyors, Ostervi.11ell Mass.", ' which plan is duly R. Aue,RJsaMAs recorded in the Barnstable County Registry of Deeds in Plan AT+OA"ATATLAW . ;r 7/ARK911 00A0 ATfOA•RT AT L w I t °r* u - 7PA MFOOD Book 421 , Page 4Z e�en7was.rA oaAu -. + [� JQN 8 4 8 Nt7.Aifi0As0 ..� ref- - t ,�LO 7 � IIL'�II 1 i I 2 • t 44 V ' BGGK2619 PAGE 059 31626 ? r , t National Bankln; Aasociation having THE FALMOUTH NATIONAL BANK, a + its principal place of business at 84 Plain Street, Falmouth, Barnstable County, Massachusetts, in consideration of SIXTY-FIVE THOUS+VYD ; FIVE HUNDRED AND 00/100ths ($65,500.00) DOLLARS paid, grants to JAMES A. PARKAS and KATALIN M. PARKAS, husband and wife, as tenants by the entirety, both of Sachem Drive, Barnstable (Centerville), Barnstable County, Massachusetts, with I t _ QUITCLAIM COVENANTS the land together with the buildings thereon situate in a EBarnstable"(Centerville), Barnstable County, Massachusetts; bounded and described as follows: t 9 NORTHWESTERLY by Phinney's Lane, as shown on plan hereinafter mentioned, one hundred and 25/100 (100925) feet;, NORTHWESTERLY. NORTHERLY and NORTHEASTERLY along an arc on Sachem Drive, as shown on said plan, seventy-six and 56/100 (76.56) feet; t. • sue NORTHEASTERLY by said Sachem Drive, as shown on said plan, ninety-five R and 00/100 (95.00) feet; SOUTHEASTERLY by LOT 13, as shown on said plan, one hundred forty-seven- and 58/100 (147.58) feet; and "I " SOUTHWESTERLY by land now or formerly of Josie Sheaffer, one hundred FI fifty and 00/100 (150.00) feet, more or less. Containing 21,300 square feet and being shown as 1.OT 12 on plan of lands St entitled "'Mattakeese Village' Subdivision Plan of Land in Centerville, Mass. as Surveyed for Marshall M. Dranetz and Benjamin Kepnes Scale I in - 40 ft. July 23, 1965 Nelson Bearse-Richard Law, Surveyors, Centerville, Mass." which said plan is duly filed in Barnstable County Registry of .Deeds in Plan Book ! j . 198, Page 47. t a p4 Together with the right of use of the ways and common beach area in the development and shown on said plan. aca ue�ceutn.r.t �•` + � .rrean.ruw ASS'.(t.,t•,,.i� I� t..�.r.s.n..e.oases • '� ._.'___-` �� ; 4 9. 3 4 I •t • �^ a , r ` eooK2619 rou 060 The within premises are granted noWma xxxd&= s pjlarMA"= mxbotmc t�oa�ctogether with a right in com- mon with all others entitled thereto for the use of Sachem Drive as shown on 3 said plan, and together with the right in common with all others entitled 7- thereto for the use of the beach area for bathing purposes, which area appears i. on said plan in the southeasterly corner thereof. The within premises are granted subject to the restrictions and reservations i 'contained in the deed from Marshall M. Dranetz et al to William E. Stusse >' i. dated July 29, 1971 and recorded with Barnstable County Registry of Deeds in r. j Book 1521, Page 450. Meaning, intending and hereby conveying Lot 12 as shown on said plan, said lot being the same premises conveyed to this Grantor by deed dated January 17, 1977 f from Security Federal Savings and Loan Association of Brockton duly recorded in i E Barnstable County Registry of Deeds in Book 2462, Page 265. IN WITNESS.WHEREOF, the said THE FALMOUTH NATIONAL BANK has caused its 1 corporate seal to be hereto affixed and these presents to be s,i�ne7�d n� its name and behalf by ERNEST A. McKEAN, its Vice President, this day of November, 1977. For corporate authority, see vote duly recorded in Barnstable 1 County.Re;istry of Deeds in Book 2196, Page 210. ti;-, I�Q jtt y!•. THE FALMOUTH NATIONAL BANK I lniv Ernest A. McKean, Vice President _Yy a ,.'�i• „fl��i` COMMONWEALTH OF MASSACHUSETTS i. November 1977 Barnstable, as. . tII ' C, ! Then personally appeared the above-named ERNEST A. McKEAN, Vice Presi- k dent, as aforesaid, and acknowledged the foregoing instrument to be the free act and deed of THE FALMOUTH NATIONAL BANK, before me, Notary Public GREEN m RCMULTT.rA �\ C .,• ..TDIIN AT ul. ' �� ;;� My commission expires: ° AAA-—AAA RM**TAN r.ruRR,woo •' {i� - :?� a• RECORDED Nov 21 1977 ; {' � u - .p +OKE®ErEcro °f RS ®• o cn Lli WOUDIG DEPT 0 rmmT > LLfi ma O cri LILJ ' - - _ - • j,,.`�-• i. , f • 2+ _ \\VERIFY P.P. Sff6E - - • rS- -S. `( (DIPECi VENT S > OR LIASOP4WO U >_ -« DATE: PRCU:, k J I� N I( N SCALE' w1� v G`� D E59; L 113 FRONT ELEVATION IUSTOM-S 11-JAN-2001 1284 A CUSTOM STEPPED CAPE SHEET. k JEFFREY A. BARNABY, CPBD 0L-Ir.DESIGNS ZDDI //�\ /lI CERTIFIED PROFESSIONAL BUILDING DESIGNER D BAYVIEW CORP. L-G DESIGNS HEPERI OPRESSIl RESER.lE TS /� COYWN Uw CORIRr T W-.E PV S.ARE r,OF , ` 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. JOSEPH IAFRATE TD CE REPRODUCED.CwNnED OR COPIED TEL. 508-888-2747 wNE POR OR DISCPEPVrICS FOUND u, TH INE.CENTRVILLE, MA. 02632 S ENTKe+ E UIINGDESrws PRIOR ro DIE sl or wOP,, CIF-9` { G- ' A V I:. ' y - LJ j�ASPHALT OP F•: ^.Ot 12 6 SHINGLE STOP DvEP. - ,.r 9 FPME BOARD (T,P) 1 — L ... S L 0 _T !T r II I > - 1 - wnrtC CEDAR SHINGLES O 5 I/2• TAr ® / ® v 111L CEDAR S1 Al 4INGLES • • • • 5 I/?• Tw. (rfr,) .. III�I 1 1 ' O • �t 1f I..11` I 1 W I I I.1 I •I% I I � II Ii IL------------------- — 1I I L——————— — --- v L r i• 1 1 I I I I ' 1 •I I I, EGAD — — s. ---- ---- -- 1 --------- _______ .. L—.L---- , ------- ------------ LEFT ELEVATION RIGHT ELEVATION O _ U (/i SCALE: DATE: —TE' L l� N � D � LLG - PROJ. (�` ASIDE ELEVATIONS 1�4"=,'—o ' 11—JAN-2001 1284 JEFFREY A. BARNABY, CPBD .� CUSTOM STEPPED CAPE SHEET N B D BAYVfEW CORP. . LF-4f DINS "7001 CERTIFIED PROFESSIONAL BUILDING DESIGNER 1 0U OEslds NEPEB c.PREssu PEscRYEs Irs -- �' 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. JOSEPH- IAFRATE CO LfON LAM'COorPrar, F, E PLAN ARE NOT L TEL. 508-888-2747 TO BE REPRG(A__ED.Cf „G!D OP COP, CENTERVILLE, MA. 02632 ANY EpRDPS OR OrSORCPAN TES F(nfND U, t,,CSE 9 PLANS ARE TO BE BPOu•i.r r0 MF AnEN,yy.,OF ' u-4 OCSr.NS PRr'R fO 'rrC STAR,OF MORN OF ' V : . • Ld --J ASPHALT R FG ROOF SHINGLES — ASPHALT OR FG POOF SHINCLES -- cc -- ASPHALT OR F,-_ R'?OF SHINGLES 0 It .._ ,. •. - —ASPHALT OR F.G. POpr SHRIGLEj ® ® � • ' W Q\ L - _J 'h'N17E rEDAR jMIN1:LEj EFII LLYJ I i - CL }S 1 i J S 1 t 5 CORNER &y.PDS r r' � ECr. 1N FOREG . IT'IT Ti ff TZi TTTjfI 1 �TL„rtTTT"ITT TF TfiI T WHILE CEDAR jHIN'iLES i' Il nnnnu ++ nuul Ira I 14 Iri yl�a-uylau I I' Q 5 112 TW fHr I I II II II II II ++ II II IIIr ir+ Yi Irlfir+II1'My' I'R'1t 11 Ilirr11 I �I _ I I 0 —I—— 111 YL W I ll.l W'_u I.J CD [t1Q1T11 -------------------------------r I • - ----- ---------- W ! I I I 1 Lr:NEAp LDS on-, A , I + 11 a L �� L •'Yi;, . 11 i I I <i. .�-. � 1 I J Li LJ LJ I I C I V' •� tlt fF+F I:t�I 1.tt 10 I I I I I F rj—I---------------- ————————————————— - 0f31 I I(. I I' 11 j j L-------- --- --- --- ----------------- -�— — —�`— --1 ——--———————————---——— • ————— —————— L r ,T-, 0 Li • N LIN D E. lu NSCALE: DATE: PROJ:'#. J <� 1�4"=1 —0 1 1—JAN-2001 1284 REAR ELEVATION` � CUSTOM STEPPED CAPE sHEEr . _ .. JEFFREY A. BARNABY, CPBD D oirANG OEslu62001 //�\ ?)' CERTIFIED PROFESSIONAL BUILDING DESIGNER BAYVIEW CORP. UbR+G CESIC,S HERETO E,PRESSL\ RESERvES ITS /�4-- JOSEPH IAFRATE TO uF -ED. N (O O CctH, ARE •hT / `131 QUAKER. MEETINGHOUSE ROAD, EAST SANDWICH, MA TD BE RELA*CO D,cH. THESE OR cDPQ TEL. 50e-8ee-2747 CENTERVILLE; MA, 02632 NN ERRORS OR DISCPEPA,n]-CS FOU.,D 0,, .,ES PLANS ARE TO 13E OROUr1T Ip T E•NENry,N OCT - 9`LFJ.JC DESIGNS PPIOR TO THE ST•RT OF wr>oti OF 1 74-6 ' y • w - . 12'r COW FILLED l T. I - Vw) - SONOTUBE.4'-0' MN. f k ... e. a .. Q � ... .. .BELOW GRADE___—___ . .. .SONOTUSE:LOCATION MAY VARY I - - �. - _ o DECK ABOVE I J "BILCO" I I I SIZE C I I IBU LK H EADI I { •-0- 21._0- ABOVE q. -----1 ----J ----------------- I --------- --- -- - -- ----- I _- - - -- -- -- _ Ir------------------------------------------------- 4'-0' 2.-0" 4'-0• X 2-0• l I I BASEMENT BASEMENT I I I I o WINDOW WINDOW i I I I 1 O i. W . TOTAL BASEMENT AR = 1419.9 S.F. I I l0`3; U I. REQUIRED GLAZING AREA 28.38 S.F. I o - 4• P.C. SLAB WrIH 6- x 6` `--------------------------------\\ h '.� , /10 w (Tlwf �PICALNPC. SLAB)ON-ORGANIC [ARTH X I I W ----------------------- -- -- II e'r_ 20'-2' J 5'-6' — — 4'-10- ` "4'-10' � 5'-4' S._4_ 5._4. 5•_4_ S._4. I I _ I - DROP TOP Of FIND. FOR GARAGE DOOR � � \ I I -.. r- -� r- -, 1 o I I B' P.C. FOUNDATION WALL WITH I I A BRUMIN S ASPHALT FINISH ON --�-4- 0 I BEAM POCKET 4 MIN. BEARING L—t l J — _J — _ L_ 1 _J J e I A B' X 16' P.C. FOOTING 4•-0` I I I I1 I I I I .I � I I I n MIN. BELOW GRADE (TYP. GARAGE) I —J I j - I • t c 1"1,i`J TBE(�POC 1 MN. BEARING _ I I 3 1/2-0 CONC. FILLED STEEL •; - \`-� /��`\�'1•'..\ I I •� I 3•_6• I COLUMN ON A 2'-6• X 2r-G' x 12' Q ✓ I I n ( I - 3'-0' X 3'-0' X 12' I P.C. FOOTING (rYPICAL) POURED CONCRETE FOOTING I FOR 2NO FLOOR LOAD •i I I r- —-- - �'�,{ —J r--_ • _ •i I 4'P.C. SLAB WITH 6' x 6' .I --- - _-_ -•—� _— O F #10 WWF OVER NON-ORGANIC EARTHJ•- I PfTCHED O 1% LON. TOWARDS ENTRY I t I c / -^,•� L_ _ L_ _�. FULL BASEMENT I I (TYPICAL GARAGE P.C. SLAB) r,1._ - V I PITCH ® 17. MIN. P.0 G I .. _ n i I I I • 'n ;, B' POURED CONC. FOUNDATION WALL T-10 / COV. PORCH HIGH WFTH A BITUMINOUS ASPHALT FINISH L _ _____----________ ___J I L___ _ -_-[ONA B� X 16' CONTINUOUS P-C-FOOTING (TY-- --------------_-- ------ r-- — - - - --- 3 ' 16' X 20' P.C.APRON o STEPfOUNDATION- - ' _ - PLACE A 4' CAN FOR SOX. PIPE _ 2'-11 I/ 'e• 5•-10" 5•-10 1/2 - (VERIFY ELEVATION W/ CONTRACTOR) 9•-6 12" 9'-6' 3•-7 1/2 25-9 1/2 - i 1'-e 1/2' CC 0 - _. - 1 ♦ 7 9 10 11 12 13 14. 15 16 > I� N I� � I(j GRIN ,4 � , SCALE: DATE: PROJ. #; JL L L� E L L 0 FOUNDATION PLAN 1/4"=i'—O" 11—BAN-zoo,' Tzaa -- — •_ CUSTOM STEPPED CAPE SHEET N: 11 • _ C LMHG DESIGNS 2001 n /' ED PRO Y A. BAL BULL NG D BAYVIEW CORP. UNNG DESIGNS HERESY ExPf=y RESEmES Ri /{(-\{\ L/-I}I CERTIFIED PROFESSIONAL BUILDING DESIGNER 13 Dv COMMON uW covrwGN1 rHcsc Puns ARE Nm . JOSEPH IAFRATE 10 eF REPRODUCXD'CHANCED OR COME 6.131 OUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. ANY ERRORS OR DISCREPANCIES QL DN 1HE_c TEL. soe-BBB-2�a� CENTERVILLE, MA, 02632 , P TO E BROUGHT n>�,AnE ;C, . . LM DF OF 9 ♦ t Y N F'. 74• a' .y 4 m _ S 2 r 2 L _ , a .. 4'-0" 5' -4 12' - -2' a � A .4. u. V/ ,;. s e 4. 0 N: W r Q 7U o- . - I 0 l TION I.U7 ART . s < �» E K BO E „_ �' 1 "BILCO" I I , I P.t. z x 's 16 oc ; , SIZE C I I a •, I I 1 IBULKHEADI I "-` 1 I ABOVE " TM, t zl z K ; •+ ,� - .•� 2 2 x-.10'S HEADER P •, .' r s -. - _J L— —J L---------- - I - . _ s 4 2 ;Ea NT E 2 1 I w W ND(W IN I 1 .s.'- I n r U a : I .I I n �i _t • I I � , b � I I ,1 D 9" r -eJ 4. 1O. 4- 0. S• 4 _4 - S' 1" _4 I n j-�---{- - B FK 4' IN. 1 i— _ I — 1 I I I R i L L_ J - B I 4" 4 BE RING t n 25'-6- — — — — I r .. -- ,e I Lc --------------- - y� �_Tt w U L M N I , t , —. " 1 I . /� 2 10 s ' LIJ I a 2 x 1 . ,.,t, f _ A• ' P T. s a'sei o.c � 1: S D.I / .J J I — --- P RC ` { I --------- 1 .. —————— ------� -- — --J — I �' T. 2 P.T. 7x — — ---- — — — bµ.:RtL ------------- --- _'_o -- -- — ------- — o — STEP FOUNDATION --------- - Cs 1'-1' 1_1. 2'-il 1/ e' S'-10'... u 510 1/2 3 . t S - t2 t I 22 e;t/2 .[. 25'-9 1/2" LIJ _ ( _ Y > ED I(� I� ��, IIL MR L I � L L FIRST FLOOR FRAMING PLAN 4 DA1-BAN=2oo� �284 PROJ A0 JEFFREY A. BARNABY, CPBD USTOM STEPPED " L"4 DESWNS 2001EP CERTIFIED PROFESSIONAL BUILDING DESIGNER , ; *aBAYVIEW CORP. ,. LN1N6 DES6NS NERr9Y SPEDCAPE SHEET. � VMS 131 QUAKER MEETINGHOUSE ROAD, EAST SANDVICH, MA. BD µ .y •` « TO K REMMON UPRODUCED CKV4tO-COPYIbGMPLANS D0 /M NOT .TEL. 508-888-2747 •JOSEPH -IAFRATE D. ••, , r - ANY ERROR TDOR DISCPEPN4CEo Mr M THE a� n. CENTERVILLE ':MA.. 02632 , PLANS ARE e_ 9RDTO TI 7 AE x1N _•9^. • :' uv1ND DEsrNs Paxxc to Tli srNrl or w0R1:. OF s a. y ' G 27•_p• - j2.1 W DECK > 7•'-6. .. 12;_6, tcj 6 0 6_g 9 7-1. ' ' 6'-0' 5'-2' 3,_6_ : B'-0' 3'-)0' _Ge'-o'xLAU RY O BR KFAST0 ea H KITCHEN . °° FAMILY ROOM REARin NTRY FACE Oi STOD `BENCH • Q - I M. BATHWMASTER BEDROOM jN "O15'-10" x 15'-0"fREDOOR 6 10 0 3'-9' 0 n r � o z._e,x e._ h � 1 �� 9a PROVIDE 5/8-EIRECODE -6' 2'-2' 1'-9_ 1'-9' - GYPSUM WHERE GARAGE ... ABBvnS DWELLING 12 2' i 1'-/0" T-2- •o -oI 12W30 STEEL BEAM ABOVE .) —— 4',9 -'� .. O n -a,x 6'- c •� --�-- — • 1 1 —I�_---- - - ry n II t2'-�- 2.-t- 3'-3 2'-+. 3.- � OII BOOKSHELVES II II 0 ---- DINING 11 II r-o p p 2 CAR GARAGE 116 II —__41 ----__� II II LIVING ROOM — ---- 0 11 16'-0" x 14'-6' } U --- ------- II g • (1 r -- —1 _1 ----- -----1 ' Sw O I I ) = 1 a N I UJ O ^B m CENTER-IN ROOM • .l �, �^` Q ` \d I 'MEAT-N-GLO' MODEI 0 ) I 6000.OR Sim ti c '- b, •--) I 1 o yEyr� 1 • I I I 9 z.9- COVERE ;PORCH - O ENTRY I T-9' A I I A • 0 iE \ wrV�;\ram ! •• - 19'-0- % T-O- O.H. GARAGE DOOR I 9'-0" % T-0° O.H. GARAGE DOOR 4'"4'-' • J CONC. APRON -- • ��aL-`\" �iC, ' 0 _ u- , 3-7 1/2. 3'-7,1/2' _ I .• .� `-- 1 - 1.-,. 9-0. 1'-6. 9'-0. 9'_4. 6.-0. 5'-0. - 1'-6' 3'-6' 1I,- v . .� ••.•C 1.-,. 22'-2- I1'-,. 52.-4' IL i- C.0 FIRST ': FLOOR LIVING AREA 1551 .89 S. F. cri _ 1 8 10 11 12-13 tI 15 16 Q SCALE: DATE: PROD. #: C l NO D Lh , � S N 1/4„ -0" 1 1-JAN-2001 1284 � A 0 = FIRST FLOOR PLAN CUSTOM STEPPED CAPE SHEET N; � JEFFREY A. BARNABY, CPBD 0UVING 00516NS"01 CERTIFIED PROFESSIONAL BUILDING DESIGNER D BAYVIEW CORP. LIVING DESKWS HEf"f E3PKSSLv RESERL[S 131 OUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. JOSEPH IAFRATE COMMON u.COPYRIGHT. THESE PLANS ARE Nm ~ TO BE REPR0o110ED,CHAN=OR COF[o. TEL. 508-88B-2747 ANY ERRORS OR DISCREPOCCS FOUHo ON THESE CENTERVILLE, MA: 02632 S R10R�7 NC051 AOnFEllof of 9 J w _ I o - 9._4. •' �'—° -_6• 2'_6. ...,j._2. °- ------------------------- I�---------------- ---------- — 1 , C C D e I� ,o 1 1 I 4'-0' KNEEWALL W/ACCESS PANEL e 1 II 1 11 @• c I I Q CUPPED CEILING 11 t FAMILY ROOM BELOW BATH �1 O II „ 1 II 1, v) 11 N BEDROOM w > t O • ((�� , C � -NVAC CHASE Y �I 4-2 Vie.R r-r 10 -8 jl 11 I I BEDROOM 1 O • a_eII 3 41 • ; SITTING AREA Q"— ►S NO - HANDRAIL CUPPED CEILING BAICONr 011 _ _✓ •a a ,` _ /^`� ,I K"ELWAL` BED 00 s `6. .,� _,�_•7--�` ' ---� _— —J O -777 77- w + �'-0'KNEEWALL /ACCESS P 'EL i - _ ; - - I P L-•_ ` C I S ,'j% V r II ----- ------------------ 1 la\9 ..� -c, •t _l > 2ND FLOOR LIVING AREA = 1258.4f S.F. O ' U „ c/) 6 ,0 it 12 17 114 15 16. Q 1� vL i If I I >_ L L�� S- D I� I I SCALE: DATE: PROJ. #: J � LL� L� L� A. SECOND FLOOR PLAN , 4"= -o' 11—JAN-2001 1284 311 SHEET CUSTOM STEPPED CAPE N JEFFREY A. BARNABY, CPBD cUy.�c x2oo CERTIFIED PROFESSIONAL BUILDING DESIGNER `BAYVIEW CORP. LMRc DESIGNS 1iRE°r nwREss,r RcscR.cs nt 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. D co__ �� ^' ,Hcu �Ane w+c Hm A 7 P I - ,0 K RERRODUCED CHN,GED OR JOSE H AF A COPIED. R— AT TEL. SOB 888 2747 E .. - C E - PLA ERRORS OR DISCREPANCIES 109L% off M"o NT ,D ,D, ERVI.LLE M RANG ARE 6E OR0TO T HE AT,CN,A. 32 KIN Of 02 6 .. - IMNG DE51LN5 PRRJit TO,HE START or WORK. 9 OF • GENERAL NOTES: 1. SLATER PAP RROOF LATE ER 0 •TYVECN" i 0 BE USED ON AN -D SD EWALL w N_ 0 0 w . _ S C H, U 2.) PROVIDE EfASEJ.IEM lJT1Utt WINDOWS O 27. OF FLOOR SPACE AS PER STATE BUILDING COOS iR tt, ttP 4 E Y D 0 0 R S C H E D s- tt - 3. PROVIDE AN TYP R H _ r 0 DE GUTTERS 0 DOWNS POUTS TS a MARK A H _d X I R I 1 I % - ENTRY 4.) PROVIDE FLASHING ABOVE ALL WINDOWS AND DOORS - � � - - � I .H. - 4 4 1 1 � X 1 I f 5.) PROVIDE CROSSBRIDGING O MIDSPAN OF ALL JOISTS H. 4 x y - - 7 - - _ - • CC X t G 6.) DOUBLE JOISTS UNDER ALL PARTITIONS 6 ' O - L M - :Y ♦ %7.) ATTIC SPACE TO BE VENTED AS PER STATE BUILDING CODE T 4 X 4 H F H. -• 4 I FIRR R - X - U 8.) ALL CONCRETE TO BE 3.000 PSI O 28 DAYS MIN. % _ I PAN - X - N 1 M7 4 7 I PAN F- X - 9 X.) REASONABLE CARE HAS BEEN TAKEN IN THE PREPARATION OF THESE DRAWINGS, HOWEVER �-- H I flX N 1 A M 11JE DESIGNER GOES NOT GUARANTEE AGAINST HUMAN ERROR AND FOR THAT REASON IT - ..r IS IMPERATIVE THAT THE CONTRACTOR/OWNER SHALL CHECK ALL DIMENSIONS AND DETAILS -- .. PAN AND MUST VERIFY ALL CONDITIONSIT T S AND DIMENSIONS AT THE BUILDING. ALL DISCREPANCIES.. � 4X - I Ni I QSHA BE BROUGHT TO DESIGNER BEFORE PROCEEDING. NAN - - - w - INTERIOR 10.THE DESIGNER ASSUMES N0RESPONSIBILITY F RTHE CONSTRUCTION, THE OWNER AND/OR CONTRACTOR SHALL COMPLY WITH A RULES REGULATIONS IN THEIR STATE BUILDING CODE - .. _ . —) . i CONT. RIDGE 'VENT - .. I x Q RIDGE BOARD _ - ..• - - 1 `CONT RIDGE VENT 8 DGE B.aRD � . r '�L'. - 16" OC. - ASPHALT :jI,'FIBERGLASS ROOF SHINGLES n---,r �-rr---r- -Tr---r---.- / �,/ ASPHALT OR cIBEROLASS Poor SHiNGIES .L } �5 OVER APPROVED SHINGLE BACKING OVER II r Ir �� ' - _ s, -O'.'Cl2 MPROVED SHINGLE BA:;t;1NG C/ER _ ,: TO'S 6 16' 0 c-� I/� E�.rER10R PLtw000 OVER RAFTERS n--- -- 'r-- �• r R' n- I / / I 2' Ex tERIOP PL rxnOD OVER RAFTERS ,. PI _ lr'�.;AL RC•OF F111,SH) X 6' 9 16 O.:�_j�i � , v fr CA6 POOF FINISH). _ _ _ /�'`� .. J :. INS- 1 - 8'S d 16.OC _L. / - - - �--. !r - - g' P- }O F.G I.N SIJL `\ r ,�1� iPl.r P. it - t,P R. 1 i r u u n u u r SY:INCOAT PLASTER 0-El? O -I;'2' --�- BLUEBOARD OVER 1 r } - / 5•.rNCOAt PLASTERI OVER • - ,/ _ STRAPPING O i- n y 12 ASPHALT OR FIBEP LA RO 1: SHPIi LES !j� STRAPPI�D O OVER 6- 0 Y. 1 �VEP APPPnNED Sl ICI E B.•,'.Ir,G br ER AO OVER RAFTERS - - � .. I/.- Ea TERIOR PL'A. I_6 ._ ;nPCAL ROLE FINISH)—, Q N � HALL BEDROOM�M 3/4- PLrWOJO OR C58 SUOR�•JP r �. ✓-(IF ROOM FINISHED) \'\ I - . f-1 9- R_30 F G rDSUL. rOrrt DRIP EDGE VENT \//, � / \2 x a BEA PING WALL. PPOADE PAF'TEP. TAILS � 10'S 0 i6'•JC 2 % IOS O 15 OC. � T,,,I P T. NAILER I l — - I LPL,( IJ J r11/' X 10'S 9 i6" OC 2 x 10'S a 16. 0 r_12'W}0 STEEL BEAM / ` , srPp ra'Dc - 3- 2 • 10'S-WOOD BEAM:rREPPOrECt STEEL BE4u .'PROVIDE 5,/8- FIRECO EJ `11 )LI/.'rrPSvu gOARp(rrP ! j5 O 16 E JCER T:;- D BEAM ^\ 3/E PL-N000 S I/2 x 9 I;?- L\L W00 _ GYPSIJM OVER I '. } � 2 \ $K.,MCOAr PLASTER BLUEBOARD OVER I x S S POOU TRAPPING S 16 OVER- 0 C a TYPICAL WALL CONSIRUCTION STRMPING 9 15. OC IF ROou FINrSHEDARAGE _ -`\� WHIIE CEDAR SHINGLES 0 S 1/2•IWOVER 'iriECx'OVER I(2'CIiERICR �3 1/2' R 13 FG INSIL PLrm30D OVER 2'!1 1 ]'-�'STUDS —D R•JIi•1G - KItCHENPP.OVIDE S/8- FIRECODE ,=PSUM1 P 16'O.r.WITH 2 TOP AND I @,01TGM - -3i+ PL'rW00D FIATE = 7'-8 I/2-'SPJD WALL 3 I/2' R-13 r.G. PjSL,LOR OSBSrA1P5 IN iOREGROUNO SUSFLOOR 1 a' VIN 3 I;2' P-:13 rG INSULP.T 2 x 6 SqA__ I1 - -6- R-13 FG mSUL26S O I O ---- - , Lf PITCH I MIN TOWARDS ENTRY f2 x 10'S 9 16'rJ�'2S2.�V�q�' ITt'•—V--- n-`15,• 2 , 10.S 9 16- O C 0+-- 2 X IO'S 9 16'0C._ _ 2 x 5 P I SILL 11 `J w% SILL SEAL /('� �-- 1 A 6 P I. SILL r w • !.\" 'RI SILL SEAL V �\ V' I' LLJ - :ND SILL STRAPS-" - - O a'-0 MAX 0 C L 1MB..OED IN CONC ��• r I r j/ w �✓'_ 1 • A MIN OF 12. - 01•�tR,'ws -3 1 2- s CONIC. FILLED I a'P C SLAB �� 12�11 / LLED STEEL CLY JAIN, 110 OVER NON-0 ^� ` - EARTH (TYPI a �...�,..,.r•_r r l -1: ( 1 ! - \ a'. P C SLAB 'W/ _ 'J ' r • / V 5- x E- 10 -wwr 8" x 16 CONi, PC FIG — _^ + .SI �~�`�• Ir' • C� j - ,• / 7f _., /� ! OVER NON-ORGANIC. v . CAJ F" '• E. h`.1 EARTH (rrPYCAL) CF rII I:a E0,',r�' i,t •I '�,' .�. • -H.Gu. E SECTION A ,I{/ I I i �� n A! 1 '-- :% L 1s X 12�Y 1: X 16' CONT PC FrG J �ktl !F rrr.,, J ,t - rE Dt 5 "L 1 C3!1 OF 9Ur "•E I �� • E1cI,1 AJ (i F, r1 " j -1 . �-__� LLr : ;' :., ECTIG B TC MIS \ w o} SCALE: DATE: 'PROJ. # .—>_I L v N GG Ur—__35II� 1/4.,=1'-0" 1 1—JAN-2001 1 L BUILDING SECTIONS 284 A CUSTOM STEPPED CAPE SHEET p: JD PROF A. NARNABY, CPBD D j oU-W,,DESICNs2D01 ' BAYVIEW CORP. CERTIFIED PROFESSIONAL BUILDING DESIGNER DvulC DEsrrrs HERFe, E,PPEssu PEscmEs ns � — �� 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA.` JOSEPH IAFRATE cOuu0N LAw coPrvrl, t.fsE PLAN;_E uor TO BE PEPROMCED :HANGED OP OPiTO TEL. soe-BBe-zid> CENTERVILLE, MA. 02632 urr ERROR:OR DISCKP4C!ES FOUND 0Il LESS - PLANS APE TO BE BROI;W TO THE ATTFI,TIrl,Or OF 9 " LIVING AP NG DESOIS PPP TO THE SII OF wOR. �./ ` 6S u t5' OI i CON` RIDGE 12 RICn,E BOARD _ _ .. 6'S 0 t6, O.0 I2 v E P.IDGE BOARD // / \\ ASPHALT OR FIBERGLASS ROOF SHlr}LEi . //� )vEa aPFRO ED ni rGlE BACK OVER Ir E•iER f�A PI,N•�OD (7.ER RAPERS ASPHALT OR FIgCFrLASS -ODF SHN{;LEi � —\ `\. • L P'%•L RUOr FINKHI n ER APFP.OVEC cwNGLE 3a,h rr -\ - iy 9 R_.YO-. �:\ ��.\\ _ _ " ., Fr. ir•%ER - • O r •, n EFIOP DTEPi „ J � r l ih.IMf Ai av TE - . P U OVF I. . IN. Ai I $T F-! Ep 1 \ _ HE16HT MA, VAR, STFAPFItJG d 16 O.C. I 10 R „J �\• it -EDROT)P,1 ! ;•_,E*� BATH rLiN!J`D nP, Osa SUBFLI)i-P- .. - rNEE'.•ALL .F fHECP>L Er Ei:Ia, - - .\ I r /�' - • �`. Tell-AL hall, J� i•-iir,r; I - - s .\ EirEr, r EF P ,;h L ;hr IfHT _^_G,t nN- \ rOR .. \ w41T J \\ EME 10 0 15. 0r - -- u� C•,•EP -' _ r tll'� ;S 1d' 0i Pl'rW�nD C'EF .. T JD TOF IG 'r•T.:M - - _ v� 3 1: r - PLATE I .— L 7.0 PLASTER N+ER ti'- I:, _$ ii; .ra LL •v. 1 E A tBLIJE ? P.,..N R, "�I. - i'utr0A1 PLASTER ir:ER - - PA»r.-A 16"0 C - BLUEBOARD OVER I Y _ i•PnFPIT1l': d 16-Or G�I�i�I ; H• .�L M. BATH _ ET R'i RAt'iiE r' RiDr;n/i /p� }/a' FI,,'b Gi0 :° OS6..SUFIFLOC'P _ - U 3 27; i alit.�.- V /,- R IS r ,:,IL \ ry- -ia F L . PL, OR OSB i1PFliv'P.� _ W Y. 10c ., Qr 10' .L_ - --'-hIT —,_---- ib D.C. !! -- L'.- X T O'S 0 1 2_O r_ 5 I t u 'i Or F ..E vENt - — _— S 2 N;r SILL SEAL a . : IO.S FUD SILL STRAP. - r 'nrl' .C E � 1.'; '.v,6 SILL SEaI - 2 [' IUSEODED n :nrr, c • / n 6 ;1 \\ , .J FND. ILL ,1P- _ . A rJlrl (li I. • • • • ' O l I I S. T .IMBEDDED w J I t Halt OR t'16ERGLaGi - _ [, A;.i Po]OF ,nINDLES , �_ I:: r rONC CO U}LC`d''f'� - ` •• n r`. \ •. C ,:PaRJVED SHUJi.IE- - 9-'c i�� L'YL _TER.IOR.1PI-,i OD % - 9" d 16- Or `\'•\ _ ��..6 ,). • .,:. • tT/EP FAFTrr-RS rr— ._ _ iDfjl:Ay,C• A J/ \ E�J •1DN ✓ AL Rn.,F FINISH) �T 1JJ ..-�. __.'• �APiN "PI _ .. �} • �.G I ✓� - _-1 r - \ • rtl I J I•�.I:- ' {ly/+fl E'! ^It ` // '` � A AT SrE 0`Ea I. \,\�\ i I r.•.I I I < <. SECTION D h �O •. LR ; } •. >' �� -r��~"'^�� r 1 T �t FAFFING If .FNTEL of i'L'It! r C F' / DP,P SECTION L - // .�'• f11 • - • • •�;,/ — `11)tr H: L4F PATER E';- J t - • OIIJ ^I-F Lr'L - • - LLJ r, NZ, /_T,,TRI T K �.. \ V' •• C:G(.I TF r *^=' ' WHIT AR .5 L`,: Ea � a . � - - �� OVETER BEDROCP� (�` �+�` �� •�i 572. . oar.niw :o ti J �2 =L.' '� PC>tiv�OD Ova -�I'�s" STUDS /' I I,'a�'� ) ` �. - .i�d' J /�', OF }HIG PI .. - a tfi OC. wriH 2 TUP ArIJ I B')r•�•a �•. •��\ �,. PLATE = 7'-6 1j2• >TUO NaLL _ TY_' R. 1}, - :NSUL t t ,,/� ♦ - .e ' GAL S-� J,� .�r>• >- toc 0 12- 0, 15. ILI L�\'iCI'II xJ �ijt ) - - - y,1, < F , FTI. (•,ir At) _. \' .-,• i'� A' • . SECTION E �" Ld If 8111 $rALE: DATE: PROJ, >L L4 D In i�4" —i —0 1 1—JAN— — Ld� BUILDING SECTIONS 2ooi �zs4 A CUSTOM STEPPED CAPE SHEET JEFFREY,A. BAP,NABY, CPBD . CERTIFIED PROFESSONAL BUILDING DESIGNER D BAYVIEW CORP. '°°' /�131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. r"s F'Lor E"'IESSL, =Esc-E, 's /-1 g TEL. 50e-e88-2747 I JOSEPH fAFRATE tD ., ,, LE awc[D CENTERVILLE, MA. , 02632 F R: c CRERm•:F6 9 L AFC TO(tF RvbU;n' tp N,C [It ARCHITECTS,INC. SMOKE DETECTORS REVIEWED 77 /'.;,'/,' y i%i /%'•: /;•' / % i // i //' // ;'// ;; i Y %i i`/ /i // �!j:';�'/ / / i;/, �'i/i 939 MAIN STREET. D1 //' ///. ., /;ii// / /' j /, %ii;// /'' i' ////� py►F 1/ PO BOX 343 / , ./ 'i'/// YARMOUTHP %EXJ$TI�} /! / •,j%, /' ,j 'i/: ;r ./, %, '! ;r /;' // ,. /., A A E BUILDING DEPT. DATE ��{�ttc� E ' ' ' i/, //:'i// /;// �!;///, / ,/ , j' / %/y ///i/.r i'j �; tel (508) 362-88 UI� 83 fax (508) 362-4883 ,j/ij j/,;,�!�, !/. %�:%;`/;i,'!i' /.r',``i/i ' ////'/r 'ii / /. %j�/,;/ //' //'• ' %�// '/�`�c71 �i% /f�!' }(� t'� WWOARTARCHRECTSMM FIRE DEPART DATE DEPARTMENT /;: 80TN SIG k '„ i� tk• / % . , /% ; / // •//, ;! %%��% NATURES ARE REQUIRED FOR PERMITTING ADDT'11ONS&RENOVATIONS / ;%; / / •ii//i' i% // 'i/:j// / '/ !,'j'!'/!/! FOR: UL AR BDNMO XIDEALARMS DR.&"MRS.PA TALLEDFEFI MUST BE INS OULE :T14CODE , MASS USE1iSBUILDING /,' 23 SACHEM D 'i�� /'j%,,� /, / / /!;';'�' /;'; '/ / ��, �. //, '%//,:/''; // //� �•'/ :� /./. i /,/'%fi/i. ter'%' RIVE CENTERVILLE,MA �ATR /r/�/% :/: °01..m,•rr�,nr.a a T6 DI DOOROLOCATION %, , , , fi" APRON.THICKEN F08"IR P I I / .'VE Y NTO, XIS NG', Oq ADJUST TOP OF NEW AUGN . / %/ / O DOOR OPENING s,; GARAGE DOOR PROVIDE 12"SLAR FOOTING FOR / 7';%, ' FDN WALL, AS NECESSARY / '/' i /,/ % ''�'�'% 1 BRICK STEP. INCLUDE 4 /%i , / /'!i ,P U fNG,WAE ', %';/ / ,/ii/ 1 /,, % / - .jOl p�i 1 7 2"Xl 7 2-X1 4- / ' P.OffyEOTI Fl ff r` , / TO ALIGN EW FINISH FLOOR t i%.' / r .// '�, •/, / i'Y,; /.: / / / REBARS® 12"O.C. TO TIE / %'/ // // , 9 .®'N TO' �1 C// 1 ,% / Wf°EXISTING. /{' / //'/�/. , %j,'': / //// / ._. :.GALV.ANGLE W/ 4 IN TO FOUNDATION. , ' %' '''/ /�.i/,/�,:!%./i / ,i j �'''' ' /. /'%: N `fi I I ANC(pi°ORS 0 3•-0'N RILL&GROUT Q5 BARS®12"O.C. - 1 VERT.INTO E%ISTING WALL PRIOR TO POURING WALLS. XIS r.' y �/� E REQUIRED THESE PUNS ARE NOT TO BE USED f r , CONNECTION ®NEW TO EXISTING. IMPORTANT Ut��it� ,.O : Y PURPOSPESMITTIN S O11STwPSTRUCnON f m i f - 4.KP(WAY�•. + m gscum. _-z :. I - _ HHA AN ORIGNAI-ARCHITECT'S }n•.. , N I �. �/��, STAMP I AND SIGNATURE 4C N AND LABELED ',^:'' 'vT.ray.< 4' 'f;.f.dEt4}'nT .. t ., ,1` F". I'+.1 =t /�,;f♦/1AC,.:: /11 AIO�Di. G.R D.IN�.W- 'PFAYIT SET'OR'C[fiS111UCTI0N SET" ... I 3J iwt'!IJ{: MtHIEl6, ..4� T .'. ,, L STATE 8U1LQIiU ItE . " UP ... .. .. } GN RESPECTIVELY. •k'9T: t`, ;! ,rs.!a i s r°i>7 h ,t '- -. ..TIT --� i .' ! : " ' REBARSI-CANT,y-^a'�r----*'� i t Swo WkTORS FOR,' 1 t ::..•t `S'-.... if(::r{q}t'AI > ICOMP FILL ONE ORMOR�SLEEPINQ �,.: f ; .. } SEPWAM CON7RiiC1¢at.'FiFit t �r .a sf, X L`._,'. S: ��%\�\�•✓./ t ��'/� \/ /�\/\'\/� DATE ISSUED: 06.01.06 A.0 MAINYvTtN.49�^•M 'S f\�' l' •/ \. \i\ \ FOOTING - i ..A.. 1 i� � �/'y�:\ REVISIONS: ' I 13'ACKFILL:,IN/CLEAN - INSTALLATI9N ,:Q�M'pKt g0.J�F+i:£* v .w Tm ELd6MIR14/f'16 'COMPAO'[ED FILL P�fVWJ. ',�q * ��•'"" `�t'4E�Yf�1\ , . T 'AF WALL ,i :?R.'.AT Oi•',OPENINGS Rt N DETAIL y k f I`{1 i $ { ' ' A.0 � A I GARAGE&OTHER FlL.11 3 FpUNDATIONS: j e r}{L 16t f.' PERMIT SET �I a' W/2®N5 TOP"dt'B_.'WO BAR. ;z 1 5 - L I, Ik e r`I a .i e.J. ,PRtgNc SET 03.t7.oe J kit f PROGRESS SET 06.01.06 REST FOUNDATION ON 20'%tq'S STRIP FOOTING. ! TF1P}CAL WALL K S` >• PROVIDE 2r6£{5 HORIZ. BARS ON7. IN STRIP 4' I.:,tltf I e t} } i ( t },L, PROGRESS SET FOOTING W/KEYWAY.PROVI E TRANSITION i tD REINFORCING W/1£5 HORIZ. AR9 SPACED 6"COMPACTED FILL I VERT.0 12"O.C.PROVIDE 5 'X76"ANCHOR I BOLTS 0 4'-0'O.C.MAX }IIf t t TI(i;t^/fi*oAM I Y 4 fYl eb J�t T SILL SEALER 4 .4�t li}'�j }3 r it EiE f EStit.: 4.. C. SLAB 'dWh.b't0 PRINT li yfi°(1T r$ !5 REBARS Z'k 14 1`1k titi( r •}8tl} 0 1C d P iT ------ ---------------- ------ -------- 4�; �___ _ _ _ __ ____ _ _ _ r�ty{f?F�T 5j`�,•�SLO r,> :°I{ `1I ri f a}FF81 (z}{ REGISTRATION 26'-0 .q. .. It t LSTla�y tl BASEMENT NOTES: ED FOUNDATION PLAN NEW GARAGE NEVI+MU• ; '' NE ;� fi' I; Y RM. te%rIi€ 1 T4. GGN sk , o 1T1A�: , ,-_t•_D- 1.MAIN FOUNDATION WALL$TO BE 8"POURED CONC.W ZO 5 TOP "' .I.// yy .. BDLp seR DP t`.,I _ qt.. EX� f .:GA:RAGE .�� (' V ;�'! _ b BOTTOM BARS.REST FOUNDATION ON 10"%20"STRIP FOOTING. W�2x. EPERS!i ...: 4.l,t .i ,,1 ,i ', t, .I 1,'S�°.. IIII—II I:I �I�I— 0 1 Y ♦ B PROVIDE 3Ye5 HORIZZ BARS CONTINUOUS IN STRIP FOOTING W/ j.P7 1 f+,yl i E yp }Sq y l q — KEYWAY.PHOVIOE 5/B"%12"ANCHOR f 11 f[ I) fi"'t BOLTS O c•-0'O.C.MAX. £ i u 2 ALL STRUCTURAL STEEL COLUMNS TO BE 4"X4"%5 I6 S UARE STEEL TUBE is 'd'S '•t i , •,! f -S:. `8 1 P 1 COLUMNS 10 E%TEND TO FOOTING BET W.PROVIDE j,%6"%Sp/B"CAP ,L LS tt? �I ,'1 } YDQTING .j ��'jF^ fi IIII IJrf : F PLATE 4 T'%12"%J/4"BASE PLATE W920J//4"DIAM.Bqq,,TS.W£tD ALL CONNECTIONS 1. _r r t; 1}!-. �1 7f�.�/ t�..3A TlJ i RI". i••,cl h } _ I 1 t�E,e�i�'gJ GRADE p t� ,JI E SHEET NO. FOOTINGS TO BE♦2"%♦2"%15"SQUARE CONGiETE W/JoPS BARS EACH WAY. .. - j}iF. 6 3:fl'S" d,iYA I ICJ I I.—., -Jill J. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS 4-MIN. :+tJ"iX `J x 7 r';S �)CX i` i.:•.yr�` 3'x x I , €SH{ i ;T(�I .., A.0 tptl1jj� FOUNDATION PLAN 4.DUST CAP TO BE A"POURED CONC,ON COMPACTED FILL , { i!i !{niF rl }f Y` CUT JdNTS ALONG WALLS AND BEAR COWMN DNES - - NEWAB EX i%^S�" t.1. 1 )I (I i ti}f��'7 Ii7 S �•" . cr4' {g I F(j e r & DETAILS . �: .,4 1pi iyN,,,Ili: I ;Tk`Lst ( ;?.P°;Ir(FSI.a$ S. CONTRACTOR TO PROVIDE BASEMENT VENnlATION AS r 1 S 1' f �„ 1�1 I A Y}. _ > } ,t REQUIRED BY CODE(VANDOWS OR MECHANICAL) i s° .;f J �2.; �t 2 tr}a I�t,yUZ.A°� lr:js (f T �'r s ,{`�' Lt,I, p { T g f E} t11};-�� TOTAL NUMBER OF.SHEETS „ 8.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN ♦ i ` {�1 i tC.-.I t`Ll It'S"'�^z;} t lJ+,i+ }S�il��i�? f�,•,. y'S .,E 1 At`L {I tdt } IN SET: I' ,'-Q'MINIMUM COVER. 4t} 4) •).'.SF•pry( /,t. SGIE i+:.3 1 f4}.I(vj(t j{ : 11 r 7.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS,TYP. -S.L/.IA.V DET. S-,I'-'?ILL t�t 1 l "taTt4Tj�Yt { 4 W�L f Ff�l i[tl'+ �'i :c.`I Ijl Elil 1i ibf S! STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COWMNS i pt'CR.''11ALL 1 -'f UR is tF♦I 1A4 yPtXF) 6 - 6.SEE S kt Q° a7; J ,. g jffkd THIS SHEET INVALID SCALE: ,,f33 :I lt'4F tia, 9.CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING + ,P - t{°p 4 4 a I. .�r 5 p °'':t Si t { . '.t'. t �.' t UNLESS'ACCOMPANIED BY IN Ofl WESTONABLE DIMENSIONS NOT BINX1GHi TO THE ATTENTION d , F t 'tj.15[,t f'K;FTC£+I I {[}"1 f F+-. 6 , I 1 }t-��I' i ( jfWy' `(f J OF THE.ARCH!7ECT BECOME THE RESPONSIBWTY D<THE CONTRACTOR. .}]I 1' #TTttJt,t{ pRC,�`1 i 1j �f, �y G, I � $'' I t�' �: .0 1 , O A COMPLETE SET OF 1, 1't_ n A'I t,,,: i ,zi.. F4I. .;t,i5.I. tlal I,,%t ti 6.,F- WORKING DRAWINGS I - .', V. Won(—,- f £ . 13IL = t + ,-sit y? , a°sh;k.. ' �f (}�}, t! :c.t'aI ,•,: .. ---- .TYPICAL NOTES STRUTECT MIN W11C TURALRH IANOOS E1 NR6E0 LINBY INTERIM OM LET PRIOR IOENC CTI WALL RASTER BOARD/FINISH. ERT i TRACTW -Aj,L SC{I lE AND PROTECT FROM QTHER ALL �'r �T�T - -_-----___--T'--�------ ---- I. G HOUSECOMPONENTS AN INTERIORS DURING C NSiRUCTION TS,INC. - -------"--r--- ------'--'----- _-----___-_._ EXISTING ARCEIITEC -� - NECESSARYCCNSTRUO INSURPoRSAURY PROTECTION.ENCLOSURES AS MAY BE_ _. CH PROTECTION. ARCWTEC111RF. CONATRULTIUN CON $HAIL 9TE INSPECT ALL E1fISONG V5,PROPOSED INTERJOm BANNING ................................._._..._-__._.-_._-.__ ' ------- - -- -----------_-�'7A)1HOCATIY--DECHII4C---------_ CONDITIONS PRIOR Tp!WD pURING CONSTRUCTIIX/AND NOTIFY ARCHITECT DESCREPANGES AND diANGES 1HAT MAY BE ENCOUNTEREp. j ----�- —'----_�`----- 939 MAIN STREET, D1 ---'------'----—----- ------------------- E%ISTING __-_._-___-___i:-r_,___.._._._...._.-___-._______-_-___._.--__.-__.__-______-_-_.-_._ CONTRACTOR$HALL CONSTRUCT AND MAINTAIN TQAPORARY WAITS BULKHEAD ' ! ...... SHORINGINTEGRITY CONTRACTOR SHALL STTE INSPECT/�EAIFY ALL EXISTING VS,PROPOSED YARMOUTHPORT, MA 02675 ASNN NECESSARY TO TENSURE DCOMPU NICE WIH DESIGN PARAR YETEgS AS ENTS tel (508) 362-8883 WORN PROGRESSES. AREAS INDICATE EXISTI CON OASHEDUNES INDICATED E105TWC CONDTIIONS5T0 BE REMOVED/ALTERED fO 3 ---- 7. FWG80608 SLIDER [] " `-- FWG80608 SLIDER )''" AS USED IN THESE DOCUMENTS, 'PROVIDE"MEANS'FURNISH AND INSTALL" J WWW.ERTAROYROTS,Cg1 soea.I 1 �(�s; �I f - DOCUMENTS.PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE WHERE AN ITEW IS REFERRED TO IN SINGULAR NUMBER IN THE CUIITRACT - THE WORK. EXTEND COUNTER & _ _+, DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGVSRP PROVIDE WORN ADDITIONS&RENOVATIONS " CABINETS —_ �:-L..� EXIST.FI�� D I REMOVE'" THROOM, WgLL / I r '` I' BATH TH SPEC&IED AN NOT SHOWN AND WORK SHOWN AND NOT 57ECIFIED AS III IN N E�, F, I REQUIRED EXRRESSLY BY BOTH.ALTHOUGH SUCH WORK IS NOT SPECIFlCALLY FOR: SHOWN OR CEdFIED,PROVIDE SUPPLEMENTARY OIt MISCELLANEOUS ITEM$ i DOORS, &'$gCOCATF. r APPURTENANCES,DEVICE$OR MATERIALS INCIDENTAL TO OR NECESSARY jOR LAUNDRY,ASSHOWN. KITCHEN ' j, )fIIII EXISTING - •`y I y 1 SOUND,SEW RE AND COMPLETE INSTAUATKR7. xl �' NEW ISLAND �� - - DR.&NIBS.PAUL ° - --------- (� STUDY' H OiJLE i 5 REMOVE EXISTING WALL23 SACHEM I t `1 _'.____.. M HALF WALL [-...... _ 5 R I CENTERVIL ER MA vl IVE z REMOVE WALL NEW'STEPS L `m N XISTING DROPPED &DOOR,AS DOWN', BEAM ABOVE TO BE SHOWN. ---- -------, --------- x - BOXED OUT _ 3068 - -�- ----a --_, DN rT.. .... -- _'- --- - - __ ._. STAIRS RENOVATEDGAS REMOVE EXISTG WALL REMOVE EXIST'CI' i FREPLACE NEW �_ --- I C• &DOOR,AS SHOWN. WALL ENTRY FOYL_R " i FAMILY ROOM __VENT •_ 1 r - �-{ I REMOVE:EXISTING NEW WINDOW - 1O ' 1 i I WINDOWS. &WALL - - FALSE-T30XED B AM j !� PORTION.AS SHOWN.s TO MATCH EXIS7 G. V I I I Yk 52T. �. _ i - EXISTING I LIVING RM. D EL !-1'=6 1/4' UP PAD EXSTIN GARAGE _ I SLAB UP�/2X4 SLEEPERS IN N .x„r-�`',-=�srT r- i o TO IWLILA, &;TO PROVIDE �n MOVE EXISTING m 4'DOOR SILL 6EPARATION i '."`'- D 0�WALL.PORTIO,m FROM NEW GA&AGE SLAB `iOWN. EXISTING FIREPLACE I - I THESE PUNS ARE NOT Ta BE usn PU REMOVE EXISTING � 1 � r -��- ,r4f- I -- QARAOE ODORS t._-_ . _._ - ._ ILT-_1N_ENTTTR-_NMENT.CENTER_.. ._ FOR PERMITTING OA CONSTRUCRGN r I•"1 r' � J 2 HOOKS CUBBYJ 3 _� � m _ I 1 H 0 0 DATE ISSUED: 06.01.06 r NEW UNE OF1 MUDROOM 1 "1- _, `�-= 10° COLUMN NW/ATUSC FT AN GLS '�I1 ! CAP AND BASE, TYP. -- ------ - REVISIONS: ABOVEAN It EL -V-6 1/4' 2._D. 20 MiN. OOR I •j ,�i/2r•CV! € k'i I;f �,f 7 ��) J ,FI __—._.__--_—__---�... i SILL gHA BE'4" o 7.t',1i MIN.A UV<5L ELEVATION I + .:a o' 6'-31 2" c a AT01 NEW -_ ...... ' t PERMIT SET 2-CAR GARAGE -`�� PRICING PROGRESS SSEETET 06.01.06 EL -1'-10 1/2' - I t 'I , n PROGRESS SET (DOOR OPENERS SHALL BE MOUNTEDR"f _______________! ON RESILIENT MOUNTS. I I '- I A.5 2- A.5 I i PROGRESSPRINT -- ------'-------- t I PROVIDE 2 LAYERS 5/8' Q I I TYPE X°FlRECODE GWB fDATE JUN I I 20 ON 1/2'GOLOBOND RESNENTI t r I L i mo I FURRING CHANNELS®CEILING o 17 `91'p GONG. f - S7 v}f F r 11 o PITCH SLAB 1/6°PER FT RCOLUMN;, 'FILLED GIA' C(3LUMN I Fill LJ7 LY 1 2 DIA C NC. p I E TOWARDS DOORS I I PROVIDE 1 LAYER 5/8" k I i .+S �! TYPE X'FRECODE GWB 4' I I IF 1 G II ;; rt T ;'fii k 1 I ,.t REGISTRATION Q I ®CONNECTIONS W/UWNG SPACE I s 1 t I f 2 I SCALE. I/4.�7._O. 0 1 2 4 g OH 2815 OH 2815 TW B52 TW 852 it"� k if1A, x S� i f# � tr{ .( f SHEET NO. n nt 141 I? F f FI 11I A.1 26'-0° I 1G)'-6' I. FIRST FLOOR PLAN/ 1 -- � - ` G PROPOSED FIRST FLOOR PLAN 2N0 FLR. FRAMING IS 11 s 1t Iq I I1t0-f. Tl tli ,'hi IN t I, ( TOTAL NUMBER OF SHEETS 7� IN 8 T. I. t RbOR 1"_ } THIS SHEET INVAUD 1 'Ii /": UNLESS ACCOMPANIED BY lTr`+✓ Opt ��T SI�k} 1f€.1.. . 06. 01 . 06 A COMPLETE SET OF >J:1�fI.•.. WORKING DRAWINGS ----- --------- -------- ------------- ---------------------- ------------------------------ - - ----------------------------------- ------ ERT Ou ARCHITECTS,INC. ARCtlITLCT.'Re CONRRIIcnON RVT%R— . PLANNING Fll� BEDRO 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 '-;> tel (508) 362-8883 tax (508) 362-4883 LOFT _- WWWMITAROQEGIIGOR �Jto'-n 3 a• = ADDl'170N5&RENOVATIONS OPEN °N LOFT 4+i �II ��(E 0t I _ _. . FOR: -__ ___ __ _.__._ _ _._____ .____.__RAILING DR. AU Lll :,I t ? ;11 I a I 5 RE 6 HER a ii CLOSET e \' 23 SACHEM RE49E3EDROOM CENT RVII EMAlllunyl,i H M 'W" it it 11i !{4III!i� ii I m B•i' _ - 9� I �� I _—�i �iil 11 I I ' ' —' HIS ' u - I '�y��nJ r 3-6. ,�y z•_a 2 '______________________________________________________________________ �_ ____� TO TIEKINTOGVALLEY BEAMS CLOSET 6sa -_.--._._._�. I� I I , ' I I _ I , I. I I I I I I m MASTER I BEDROOM -- �, 'f — GAS FIREPLACE AISED HEARTH — N THESE PLANS ARE NOT TO HE USED FOR PER41TiING W CONSTRUCTION ^O - I N I I!I { II �}Y',, I!I• _ - _i I ' —m UNLESS—PED MD'AN ORIOUTALAROI moss --_� STAYP AND AGNATURE AND LABELED . 5 I ; t 1 II !' I I Ij II I'•I I 1 'PQWIT SEl`S '"WLY.UGnON SET• • ~� �• PESPECIIVELY. I WII�Dow s�ATs ;I I I I y W HINGED LIDS i DATE ' I TI, i, ISSUED: 06.01.06 e N i i II— - '_____ 'r, I � � , I m m, REVISIONS: A F — 3 1- A N 1 --- - A.5 ; - ---'" A.5 DCUBLE R -_ -_ �•i DOUBLE RA I - - / f 7 �° MAKE-UP S'TAMI SH° �J I I � n 'PITCH 1 NIG��_ FOR CONDEWSATION I 6 i / i; /:., '/y �/ /.,.,i/; i. ,/•, //:'/;- ; } 2x10016"O.C. 2xt091s"O.C. �yy -T ,/�y./• /- // /. / /. // ��%.��;; / E PERMIT SET � I ' i F , i / '//i'i � �//•,'%' /%it:� PROGRESS SET 06.01.06 a N OW SEATj— B 1 ,/z j/„;/,' .,�i, ,/;. i ;, /;�% /,-; ;/!•,''i /%%,/;' i/;,.. / i.i,/ice-; - --�----}— � /��/ �/ ..�. // i%i. /�i,G,'Y. /i�i;!% n .PRICING SET 03.17.06 /z / , /•,•/.' PROGRESS SET LINEN W /'/ �% (/, //G/ /i�G`•�.:%'%"%/�, %''' %Y /�7�/' i/i/ i/// ,/j/ .I 4 SHEL /S 3' 3° I I / ni az+ , 12'-6, a. y. o• /i:•/ •. •' / ii /i / ---- -A110Ufi.-..._.._. r a �� REGISTRATION PROPOSED 2ND FLOOR PLAN I �-Y h SCALE: ,,._._G. (D ROOF PLANs. XIO016"G'C O t 2 A e SHEET NO. ' OGUB RAFTERS---- L DOUBLE RAFTERS A. 2 D FLOORROOPLAN F PLAOOF TOTAL NUMBER OF SHEETS �1PARTUL ROOF FRAMING PLAN IN SET: 8 THIS SHEET INVALID PROGRESS PRINT 06 01 0 6 UNAESCCMIP ETE SETEOF Y WORKING DRAWINGS ERT ARCHITECTS,INC. AWLUTLC-M CONRTRUCTION - TNTr.RIORs elaeerreit: ------ --- —--- ------- 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 6 2 2 tel (508) 362-8883 fax (508) 362-4883 �r� rw.atrAr+wTEcrs.mM FYPON 062600 ADDITIONS&RFNOVATIONS FOR: CUSTOM WINDOW CAPS 1X4,1X10,1X6 RAKE BOARDS TIY-�t}jri if t 4 T 2 2 1 4 14'ttit, l}1'�.� [-_ DR.&MRS.PAUL t� r _7 _tT �' ti I. ) L HOULE � T ALUMINUM SEAMLESS GUTTER .—.— T CENTERVMLE,MA FYPON 070600 FFU FM - e - - •T .Lr �..-1- �,,.T. 44- W.C.SHINGLES , J r��,,.f ,., _.17 -1'I L r - -- 1X6,1X6 CORNER BOARDS i 17�'i1 I�i,,,�,LL I, it �� T 2 2 J l' 1-�-� 1l n EXISTING FIRST FLOOR— i 2 2 ''r" T*" '2 L 1-:C�7'� ' � FWH606B 1 t�r��•. i4 11 L1. E , EXISTING GARAGE SLAB (NEW FAMILY Rom.— V.L_.._—.—._.—_.— I —. NEW BRICK STEPS 2"R.C. SILL 10'DIA. FIBERGLASS TAPERED WATER TABLE TO MATCH EXISTING - COLUMN,W/TUSCAN CAP&BASE. PROPOSED FRONT ELEVATION . THESE PUNS ARE NOT TO K USED FOR PFItMRTING OR CONSTNUCnM PURPOSES UNLESS STAMPED&SIGNm .,...,..: MIT,,AN IXtlGVTAL._TECTS < •v w T SEr OR'CCONSTnU�'CTIw gr _ .. DATE ISSUED: 06.01.06 . —------ ---'---'—— Y REVISIONS: � sr+ - 4 .. -... ....x, ... I. 11 :. ... 6 1 ( I PERMIT SET PROGRESS SET 06.01.06 - EEF1t Ih PRICING SET 03.17.06 PROGRESS SET 2t+ s A E: JUN 011006 ------•_•- -_ r 1 i `!a r# t1j51f T� ;Iii) fi f t t S .! P I }T REGISTRATION f ;�T} 1 3 t t: I.LTI(f I I��E r c -:. zllfl4 1 >> 1't+T I t SCALE: 1/4•=1--0• 0 1 2 4 8 5 1�11j n l r a iey{+4k Tr11 { L 'f ..2at ; 'iIt f SHEET NO. }r'1T 31F.#ij,sPO; gD RF�R' LEV TON {11I;(la i 1;�'II{+-t...' !`�[sE ni}ppiFi}tI Tot rt7c;; S}-.tt',�•)�(iI Ip�t+jjtcLC; BI L(.�f t(;Q({i�a i1tr}0 fI�ITII El aiI r�i,.l.tI;;1 yII)!�,3 I.. ELEVATIONS ONS,OL �' } S i� Itjil'= TOTAL NUMBER OF SHEETS F { t 3• #yn) L�.tt f- i ft� + 16 - .7 t T 1 )I }t E S i I k 1 1+ k 1 3 t tt t i ryPqj I f 2 2 1 IN SET: 4 4]l�lir t�3f'ttT;i 5}S tis.t iIa T '[Sti li;. E.f It+T1�} Ta tl tTl ti - Y a rt4tf 4t t o }1! y.. t ltf iI !i i { <I t , II 'tt11�4 + r ppI , . 8 +S ifi7 tTi i Y. {s��i3� it Ii�f✓aI+ a.: THIS SHEET INVALID i"T :f+K$TI t. ' 1` jT Lll1 t 2 2j O l w', , .0 1 f 1�(q'�`E1TE ; tt;' /-� LESS ACCOMPANIED BY iL1 l \ 7}�+ 1 �J cs�I t'`+ 3 FiT {l�'J� UNLESS COMPLETE SET OF r J O 0 � . 0� t. ..:�. al:t<?r..' '�-ci.,,; .r .•.,I .c,. f..,� ,.t1E�}S.t'u ,S 1L ..;..: WORKING DRAWINGS r— ERT ARCHITECTS,INC. _ nncwrfscru¢s comTxacnmN . IN'FENIVNS PLfNNINC , _. ----- -- — — 93 N STREET, �\ PO BOX 343 U YARMOUTHPORT, MA 02675 tel (508) 36 _i 2-8883 _-___ — \ fax (508) 36TSAMM .._.__ " ---- '' - \ - ADDITIONS&RENOVATIONS --�= -- i *r �. •�;I+1 !i 'I� _- - FOR: .rr � LL DR&NMS.PAUL JL— .:.i-��'3'.f 5•_ zr HOULE ----- -'-- ---------------.._._.—.—. .—. 23 SACHEM DRIVE 4. L:f.i CENTERVILLE,MA .},'-�'r-t-,4 tTrll�.1 S Il•7 f"��Tr1J��I 1.L.C1•,.[- I lll;.i I - I - f.l 'J iJ 1 T z z �`- J r z z r4 tJr r z z 1 —.—.—.—.—.—.—.—.—.--. PROPOSED RIGHT ELEVATION .. .. THESE PLANS AfE NOT TO W.USE, FM PERNITONO ON ,NSJWCTOe SGNEO STANP�NmS ANO 51tllSA ST—mTURE ANO IABELEO { f MTN AN OPoCWAL Agr1UTEL'TS ::�"� I,t PER., SET'ON"CONs1RVrn01 SET' - - ... .... .... � NESPEcmELr. DATE ISSUED: 06.01.06 J___L�._�_.L1_ _.1_ �.�L - _ .—_Jl LL . ., I t s r13�J,f 1 REVISIONS: . [ 1:�—.�.-'._- ' �1_1 I�S.Gq 1—li _I__. •. .J L1r— i . lll—.__Ll�y"..-..Lb- ••�111—�• ::Jl.li_..,.,-i...{tra--I„k�^ ,y•} —� -.L �1�A•_ —1�_��t5 l.�l__ Imo- -__ ILA 3 .-J..i..1 --+..___L� --t.l.-. _.L -f �k�•—_LL id 3: _Li s44 !:._�._ __ i.t.. — 1 L. PERMIT SET J_I PROGRESS SET 06.01.06 PRICING SET 03.17.06 PROGRESS SET if)- f N "L`.('k t sCY •.t,sr�t .I�vi i a 1 -�-1 q 0 2 1 r FYw4f�j} Ali&) N '"W• I'9 i �Yltl s' : 1 DATA;-__JUN O 1 2006 i Y:�YI'�'!h'�'( r ��+-�--,* vex d{e ;d t et L I i- 1'T n. }C y Y I .' IAGE S7Y&Et' r 3 t I�' I 3 , j <r ! I l( �1 �i7 � L� T5 1 �,�AR^ ,��,t.1� j! J j G �' '' f1#.{ .. REGISTRATION � .I f -I II`� 1 N ?t i di: I �, .Y,yl}F 11'•(tii l:: tl,4.t. jr,'. 21 i { I ! } F o # !•�t Isis:,�1 ".tQ i € rlt, I i I.V ,f 3 'S I T\ ! Iy rii t J -.: , •l yqq{ �' ! 1C'rE (.. 1 1j ijl+' SCALE. 1/4"-1'-0. tir3 �$ W. f x r .tj Ft f�IE;f`/°t? 0 I 2 4 g aff{€t t t >} t ' .1 Z • t{ p114j y s;. t}•��, 4. cFr'•j � rM + d LE �, . Q C I n fzii sYr is }t ar I SIri�t�i t €14t1;F If I�SS�t pr SHEET NO. PROPOSED FT ELEVArI'ION 1 r. j a F � ¢s�lsSlk€'}t 1 S T. el$ t I€f t o •r t qq T ! i 1' , r i.sJrt-, jiMldv t�' 'FI.•T�`t 1 q�j €��e��}(YIS,t{' id�k;[f�.�3j s7�N s"kl($F) �I. II.1 �]sti�tk j.; A.4 Zf . di l9sepg1 .r n , ts�y I �� Sk Irt3( I x jj ELEVATIONS t t7 t t i•t, 14at t 4T �k�7, px Tfes a+ fi , l �� s�f( f 4 { t3j 1gS•j'if�z.f1 E "4a jf}�fl2t F r 3� a r } il+ S 1,{ f {I a F f, 1 sa va j L S^ ahr 1 J 1l:r f t t.�' 2 t k j tl {ei,r TOTAL NUMBER OF SHEETS € e ! f l rt t t t ! f�, YI ' attr•{ 4 § 1 P` ; ti' t t 1.44� tIt ci IN SET: t F f 3 {�� f t ff 1 k t � Y�f� t^�.> trli 1Afz t sf7 CC y 1• q� t �t t I t Egli • � it flays v- .�,��ZS�{i�Y Zt,�, �#7��..�r��t(itj�'`�`�'s' ,x;4..: ��j� �k-k�kb E tiia4 THIS SHEET INVALID � s s ;�YCC a�'y Iti st� 3 UNLESS ACCOMPANIED 13Y ,�r w: O <$-,`T,1 J J � a�71+� i t.��is 1 1; .G. O 1 . 0 A COMPLETE SET OF € 9 1 k- .... Y` WORKING DRAWINGSigt a ,.tlaa7t. 'Pfl°y I II}(y',l t ° HIT aY +F t' t { l fsq�fi�xrl� t ktlhY�ift t$.3i. ,•-ZF �eSj. ASPHALT RIDGE CAP _ASPHALT ROOF SHINGLES ERTPOLL VENT 15y BUILDING PAPER � 5/8`COX PLYWOOD �:- =+` NSULATIONATT FIBERGLASS ARCHITECTS,INC. RIDGE BOARD + `1\ { ARCRrLscrina � ncnoN (ATYD R A R'AL SIZES RAPIER VENT ASPHALT ROOF SHINGLES �� lrcrrxwRS n.Anrcc+c VENT GAFFE �``._� 939 MAIN STREET, D1 15p FELT PAPER ALUMINUM DRIP EDGE i PO BOX 343 5/8-COX PLYWOOD ALUMINUM GUTTER _ YARMOUTHPORT, MA 02675 RAFTER VENT - % � ` % tel (508) 362-8883 COR-A-VENT t I,` / fax (508) 362-4883 STRIP VENT \\// \` WININARTARCITEC19.COM 200 RAFTERS IX8 FACIA z ADDITIONS&RENOVATIONS IX8 SOFFIT I ,j FOR: DR.&MRS.PAUL ORIDGE VENT DETAIL lxlo FRIEZE < > HOUT.E SCALE i-+/Y.r-o' TYP. WALL NOTES E23 SACHEM DRIVE 35 I <</ CENTERVILLE,MA l Al- _____�_____ TYPICAL EAVE DETAIL O -TO MATCH E%ISDNG SCALE 1-1/2'-1'-0' SIDING(SEE ELVSJ Iy`�°j ARCHITECTURAL ASPHALT SHINGLES 12 `O�ay 7}/pis 12 - �1 5/8-CDX PLYWOOD 6 F_ ,Ly. p —I6 'TYVEK'HOUSEWRAP I 15#FELT PAPER C `G R-30 FIBERGLASS INSULAT.O 1/2`COX PLYWOOD 2X4 0 16'O.C. r�i - IX8 FASCIA R-1.3 FIBERGLASS INSUL, ~- ALUM. SEAMLESS GUTTE `-- - ' � COR-A-VENT STRIP VENT 1XIO FRIEZE tL 1X ST APPING 5 MIL. POLY VAPOR BARRIER IX8 SOFFIT 1/2` GWP BOARD - o <,: x 1/2.GYP.BOARD 4 _I NEW MASTER BEDROOM o U W A.5 - 666 3/4- FINISH FLOOR d a m o 12 12� 3/4-Th0 SUOFLOOR, GLUED k NAILED ' �12 ESFFOR PLANS ONOT TO BE 110Sm11 .,.,. SECOND FLOOR - -- ---- SECOND FLOOR Pmsos[s UNLESS ST-M C ED m __-_-- .._.—.—.— 7 C AN MONAI M ITECTSS I �sk I STAYP ANp SIOIATLIRE AND IABEIED ' - 4ERYR 5 CCQVSTRUCIIONRES�E SET' FYPON BRACKET,yA701600- \=\� - 6� R 30 FBGLS INSULATION PROVIDE 2 LAYERS n�, --- AL5 TYPICAL EXTERIOR WALL DETAIL TYPE^x^ FIRECODE G W DATE ISSUED: 06.01.06 ON 0SCALE 1-1/2'-l'-W FFURRING CHANNELS DE CEILING _ NEW TWO-CAR 2 GARAGE g REVISIONS: �a EXISTING FIRST FLOOR A'0 EXISTING FIRST FLOOR ------ & .1 GRRAGE SLAB —„ ___ GARAGE SLAB,,k -20,5 REBARS 8 -- - _- _ -- (ALIGN W/EYJS11NC SLA$)- -. `FOUNDATION WALL I� 4"CONC.SLAB c�_ 8'COMPACTED FILL .d z 30�15 REBARS CONT.IN STRIP FTG. g joy 0 X20"CONC.STIP FTG. PERMIT T IX4 TRIM,PTD. PROGRESS SET 06.01.06 PRICING SET 03.17.06 \ IXIO TRIM,PTD. PROGRESS SET ASPHALT ROOF SHINGLES ��SEC IOj, A NEW 2C.:.-R Y3AB.LI' E 1X6 TRIM,PTD. Ix IXIA �.,, ' ./ ABLE PROGRESS PRINT BLOCKING i /1,`i/I'�_..1�. JUN 01 2006 . 11$6TASCIA,PTA. 1% . A E55 ALUM. t% REGISTRATION 5.. _ nixfl'it;omT.PTO. SCALE:1/4•=,'-D• 1 2 4 S TYP. WALL NOTESI f Y� SHEET NO. A. SECTION & DETAILS TOTAL NUMBER OF SHEETS TYPICAL EAVE IN SET: 1I 8 O TYP. RAKE DETAIL ' IL rt THIS SHEET INVALID SCALE 1-1/1'_+'-D' 2 o i i s � Fr 0 L J J PRINT 0 6. 010 6 UNLESS COMPLETE SET EOF C C ev WORKING DRAWINGS ERT ARCHITECTS,INC. - ANI.'W'f1.(TUI+Y. CONYfItUC170N - ,m�enroag P6eNNNl0 939 MAIN STREET, Dt PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362-8883 fox (508) 362-4883 O O wauo+ewsanmr 88 ADDITIONS&RENOVATIONS FOR: DR.&MRS.PAUL HO ULE a23 SACHEM DRIVE CENTERVILLE,MA J i on PLOMWgr su EXISTING FIRS'FLOOR PLAN DATE ISSUED: 06 0106 REVISIONS: Q BATH B co E1�R(30M , PERMIT SET PROGRESS SET 06.01.06 PRICING SET 03.17.08 PROGRESS SET MASTER BEDROOM ' /� DN L 15F T DedV: % 3 yiF - ,�yxi t(�sH4s f Y` ; -------------------------------- REgSTRAI'i� ON i!r sf}4�e,)•, s a er q +t3� till t CJ i, t�. r r+ + SCAL.Tj4•�r•-0. f 1'-. �f3C� rl`r.• . p! i1"i. i' �i #.I t, +y{' y i f ! 1 S+ 4 fS altF :�: T 1 8ti r Y z° 4�.� 1 s i r II d I G 1 e { s e �E!lftl�t 4a r 3 f o f : s r+`k Ill,ffil ii I t l i r+I c.t npFrs �.g4Sls,grl6 j C cK: ��+i ft++ap a #fd ! I # SHEET NO. + EX. - _ F. r t eH!-� r 1 t }teI €� 1 3 t k ; 4 'y• ,t( t tT i yc, - • -a-+^'- ----- ---- - EXISTING FLR. PLAN „i ♦t- ___`_•.-_ ---------- �b#.{'5tdf41 __ (+S �fr�. ! _h2 ; ___ Y giI;M. .r -s+x+ ' f•..--_+ TOTAL NUMBER OF SHEETS .iqe f ; +i✓il 8i,�{!t iT SiC` ` F F°.;Irl� IN SET: 17 �I'. ikk 1 t+ o . + I 'i :+�S�TI �tx .0 fxf� 't7 in'IF3 3td°+i'C -+ .S I I+ ' THIS SKEET IN BY D �+ UNLESS ACCOMPANIED � .... -.. .a... N I(.' I COMPLETE SET OF 6 01 0 6 A WORKING DR WINGS 1,ffttI ERT ARCHITECTS,INC. n ARCIII'1' ms Cp`@IRUI-[II)� / 839 MAIN STREEEE T, D1 PO BOX 343 YARMOUTHPORT, MA 02675 un tel (508) 362-8883 fox (508) 362-4883 waerallances0y ----:. ----- -- ADDITIONS&RENOVATIONS -- ('/� - FOR: ®® ®® �l DR.&MRS.PAUL ®®®® ®®®® HOULE 23 SACHEM DRIVE _.—_. .—.—._ ._._.___._.—.—.—__.—.—._._.—._._._..._.__._.__... ._.——._-----—._ __ CENTERVILLE,MA ®®®® ®®®® EXISTING FRONT ELEVATION — �PfW,IO�ON�OOmIS��UCip�l - nl2nos,1..69 sulp,n.sos0 . .,,,wAm Me LAMM >s ur j i DATE ISSUED: 06.01.06 - REVISIONS - �- EXISTING LEFT ELEVATION EXIS'MNG RIGHT.ELEVATION PERMIT SET - PROGRESS SET 08.01.06 PRICING SET 03.17.08 PROGRESS SET JU - !'"ROGRN 0S 2 0fi IN rml �oi DOE: REGISTRATiON tic 1 , wuc,/.•ter-o- p S rt, r•E) i 1 � E � �t+*di F 0 t 2 ♦ s I� f e ff� SHEET NO. Ism t {d a i+ lif . I __........__._._._ i r , `I` fir - 1{ EXISTING ATIONS / TOTAL I OF SHEETS NUMBER e ', N SET: XJ- a tt �1? � �I 8 ' ITG RE ELI✓ 1 f�i'r �r f((I> {1 t3 e j �'Ij THIS SHEET INVALID # t , g it -1 tp 3 TE 2t i t I tit'} z 1;y:. '�Y 1 3 ti 1 1 li t V . NA COMP ESET OFOMPAISItED .' ....' .c. S P 06 01 06 _ WORKING DRAWINGS `.. .�) ERT i ( ARCHITECTS,INC. .nnlrtac�vxc cow mumnN 939 MAIN STREET, Di PO BOX 343 YARMOUTHPORT, MA 02675 tel (508) 362--8883 -T I --- ,i-ram-�-,---�-,-- -- --- ---�-- - - fax 508 362 4883 wwwcEwrAna111ECIs.cON I I I - : ----- L-:- - ADDITTONS.&RENOVAT4N5 TIJI FOR: ._ _ .! ,. • _,�,�. _ .� _.i! 1 -L ,-- L --y — L _ �L_ -�_- L_- 1 1 _ _I-- L.- DR:R MRS.PAUL -_ - : 23 SACH$M D1ZyE L— CENMRVILLE M4 " YL LTI -LZI -L L__y-L-mil-_• —1- , it _ �T -r-�.= 1L-L � f_� I I -- _- 1_._�i--I_._-�_.J.L-•. 1 _I �j� J- ,t r7• IJ T iyiLL-. I-I(-IC1 +�-..I - -r`{�! - -- •L� �L _�I • _ .I .J �__J�_:_L-•--�-�J __'_L___,�-:, I -. 1 � -- - ' - f _ � Jy --`- ' � I t� i 1' Li I 11 ,.l.l,..rrli, I�j�- - � _ I• � --LJ_ - t -_�1_��:-.�.! _ _�- .-_L_-!_ -L�.—{1�J1.i__ i i I _r_l - �-'- TL - 1. I �--�.L�.+�-r-L'r^-� - (- ! J_I_-. `• I 1 -_�I. _...1-�L �1 1 '..-�-��J_1� ' _..t ! I i I I j-_ _rY' mot!1' i4,1-L:_L..' �;'r; ?; .1,-:.-)'- ..T i-• .I� - T . T1Lt_ lam,,]'te I . L Y -L l ARE.NOT*0 BE USED JJ-} ly T'. 11•'I 1 T 'r'rl'Tl� , , 9 —_- -CYt PiRMI M;OR CONS:�t{.'CTION - `[�1 - I Tl I PURPOSES UNLESS STAMPED h..m 1 - L _! ?_ -- •I-S` '- ll'� (��. �1_I L I I .'.1_LJ I I i ST4MP AND M ANO L1BE�F-D yT l Ty I-JLJ❑ '1 I r_l,_..� � ' I',-rt--'��-T- i i. ��I•-�• 1 r _ 1 '�Ti -=l 1--'. -J7-i ••ST- scr•w-casrRucnon sEr '! i - -_[L 1. :L � I �• �� '� ;{ :' ��lrt Lt; - i IId I' �'1; il� _- f e=� . i � L~ i- . f' I_T'...�7�L-'I-L'-'I =!�r!_LT'I_.r t 1 �_ll IgI�JI�'Il �,I._��117 i!�_it 1'—''ri'_ �j'I�jI.L11 r�,-�.�J rr--.i l_I.rL{1_-Ir.i,,.1.t{.y F - J- s-'."1LIi-,.rt.-��_�bI-1�-�--�•1'lr-if�--'-.•Yi 1`'Li,-ce I_'I-:l+�.'�.I'•;'-'-I-_--Tti-1-•1lI�:��j.T�r`,!---��--�+�_--_'�1."1.t y1--�.��'1,-�{r1I�-t�"l''-.`!;�i',.T -' l!I1I!Ii1.I:1-fI—ItI_I I'`, -I,II_::IIII�(i IIil-,I(�_idI!'�II.I�w 1:I F��-IiiI':I�'�II{. _,J _f1 ! II YII I f"==_�'-.`I�-!T----y1 1I.��T�_ -�-�rt�:1 r.�7T 7:_�fl�_--yr�- �i-- -�-��;---.I I,I`-Jr'I r'�-tTi-''u7I�-�I.,_lL'L,�,-I,y i.f;E�J—r��t,.Li--I.-"I J __-_i,i� ri irIYl-1 L+J L-, L-T_-_�`Ti-- ,^ �,-©y�tur€Nr a 6 sPA-d`p�Eka�RRG S5s.JAppo+ErRNcm sD�L I RMaENRM Er As rN2✓UETE Qp TN ucs aCp 'L 'Ji I�J RT 481E.^eP sRa1'uO4�Pjn1n d5 nµrel DATE ISSUED: 07.25.06 1 REASONS: T AS-BUILT:rt _r (REV'S SHOWN CLOUDED.)T 7 T ZpL,I l ya - - -, .. _ - - .. - _ - PERMIT SET 07.25,06. �ya,"ems TTRENOVATIONS, yg-'��yy j7' - - PROGRESS SET . .dJ AT 1 OS ®J6.. R■ .AO YTOSO PRICING SET 03.77.06 - PROGRESS SET DR. * MRS . PAUL HOULE _ 23 SACHEM DRIVE CENT i'ERV ILLS MA, L L S T OF D RA d"Vi N G J REGISTRAADN C.0 COVERSHEET .GALE:114'.,'.O A.0 FOUNDATION PLAN/DETAILS A.1 :FIRST FLOOR PLAN/ 2ND FLR. FRAMING ° ' 2 A A.2 SECOND FLOOR PLAN/ROOF PLAN/ UNLESS OTHERWISE NOTED ROOF FRAMING PLAN SHEET No. A.3 ELEVATIONS - C.0 A.4 ELEVATIONS COVER SHEET A.5 SECTION/DETAILS EX,1 EXISTING FLOOR PLANS TOTAL NUMBER OF SHEETS EX.2 EXISTING ELEVATIONS IN SET: g - - THIS SHEET INVALID PERMIT SET:07.25.06 UNLESS ACCOMPANIED BY I A COMPLETE SET OF t WORKING DRAWINGS _f ERT ARCMTECTS,INC. ' _ ARCHITFCFURE COSiJTAUCTIDN �`� / �/. - / 939 MAIN STREET. Dt / / 1 PO BOX 343 %/�'/ //. ' /;/ //•///�// ��/�'/ YARMOUTHPORT, MA 02675 // / //' / ////: / //� // j � j / / / / •/ /// i / // / / / / / / tel (508) 362-8883 fax (508) 362-4883 . I' //j / %j/;///, //j%�"%'%i// : j / L % ��...F(ppj /////�,�////�% - , /% ,�•�I p' / / - - .. MRW.ERdRWIFG15.00y - / i / %%% / " '/ /'/�//// /i/-(� IA"ti,Cj/ /i / / %'/// //: /�� / .�-LEI}•�./��j/" , - / At7DIITONS&RENOVATION$ ///%7 ;l / // / /, j'/// / /i/� j i/ij / - FOR - / '///%/.// /// '/, '/ii`i//./// fir'////i'/// /Z %,/ �' � / /•�i/ / i ,/ DR.&MRS.PAUL /%////,/ �1/,///I' / % %i//%•%'/'�l, j, /,'/'//;��. ///,�e7`�7 , l//;/ /-'/ -� % "'//y/-//: , _ --- .. - HO V l,E - /ii j/'�/// /: /i; / / /i' ///°f,'/��,//,/// �c'_c- /i /// ✓• y i ////; / / / //// //;// // NO'!E:FOOTING ALL BEAR ON R SOILS FREE GRANULAR FILL OR - .- // / / / / / •%�/-- �4' / /, / /,/%. / '/'', %/: / / NATJRAL UNDISTURBED GRANULAR SOILS FREE OF CLAY,r'FAT. - / �� / // �j' / LOAM.VEGETATIVE.OR ORGAN;C MATERIAL NOTIFY ARCHTECT Z3 A /�, , , , / / ''/// /, / // / / /// IMMEDIATELY IF DIFFERENT CONDITIONS ARE ENCOUNTERED. S CHEM DRIVE / / �6 ;' /��/ /i./ / % '; F /� ///'' !' ; 1/ ' CENTERV[L '/// /� COORD.DIM.W/ I E'MA f11iC DOOR LOCATION •.'i/�//,;// /i 6^APRON.OPENING TO '/ '/ / / / , / ✓ /!/ C Y / ®DOOR OPENING - I'4- GARAGE DOOR ////' //�// ?/i/i/% //%,� !/`f ' ,.//,/ //• i / 'i / '%� '/ , / �/ _ p_p' i i 1/2^x1 ;/2^xt/4 / .GALV. ANGLE W/ 4 - j N.T.S. ANCHORS v 3-0 1 F.O.F.ALIGN- aG.MAx. PROVIDE 12"SLAB FOOTING FOR /', /L F6.fX5TiN At" i�i/, //f',/ ADJUST TOP OF NEW ' �/ BRICK STEP. INCLUDE#4. l / 0 pG EJN / FDN WA AS NECESSARY ' /� /'/ p 1TON ,N yLL,SO'/ -' /' /%/ O tWG VEW KNISH FIOOk �//: /' j // // - •i,\ W/EXISTING. IN .O FOUNDATION. /�// ///•'!// ' ". __ T i: . r --------------------- RILL&GROUT��!55 BARS® O.C. ` �l I VERT.INTO EX!ST11JG WALL PRIOR _ V THESE PL-ARE NOT TO BE USED TO POURING WALLS, TYP. NOTE: - FOR PD--G OR CDNSDNCRON CONNECTION 0 NEW TO EXISTING. HATCHED-AREAS ARE EXISTING TO REMAIN. PUItPCSEs urc£ss srAHPm s scN:n 1 ,_____ , ALIGN NEW GARAGE I - r SLAB W/EXISTING ' 6"COMP FlLL-. `.. STAMP ANµO SIQ.eP3mE"MDD�LABELED ---- rEwlr s RFs°"vErn" YucnON�r � a-`-fiSS 3 ,/2"%3 1/2��XiJ4" ___ __� i F TUBE STEEL COL ON ; - '� _ /. i//,.//i• 3'-�g"X3'-6"X,5"FOOTING Y!/r i - _______-.� ®y4 EACH WAY BOTTOM. ; _ _-.. - _ -DROPPED 202X10 - - '�fw'tRtTM.woL4c 3,I CONTRACTOR SHALL '_ I A-0 MAINTAIN 48"MINIMUM ; GARAGE APRON UATc ISSUED: 0?.25.06 FOOTING COVERAGE - - j _ I BACKFlLL W/MAN - I I " _ _ ________ _____ _ � Scvs t-t/Y r-O'E - REVISIONS AP N m i - COMPACTED FILL i I i AS--BUILTS.17.2B.Ob' DROP TOP OF WALL I - - W BIG TSO GTU E - (REVS SHOWN CLOUDED) ' 12"AT DOOR OPENINGS_ • 1 j / ,� : _ OUTLINE OF. T ' 2 EA W - A - - 1D.T. 6^0 . EXISTING DECK -, GGE A.5il. B . _ TYPICAL WALL NOTES 6 MIL POLY VAPOR BARRER PERMIT SET 07.25.06 GARAGE k OTHER FILLED FOUNDATIONS. � ' - > ' i 1 3'4"LVL RIM MIND I I 8"POUREDCONCRETE. FOUNDATION WALL -' I -. ; ,. '� r' -. --• 6" COMPACTED FILL PROGRESS SET ' _ s I - / WHERE DECK FRAMING 4 REST FOUNDATION ON 20"X10"STRIP FOOTING. _ t I MEETS HOUSE 5/8'DIAM.12 GALV. A.RCHOR - PRICING SET 03.17.06 " PROVIDE 30#5 HORIZ.BARS CONT.IN STRIP - ! - r� - '- FOOTING W/KEYWAY.PROVIDE TRANSITION BOLT®4'-0'O.C. PROGRESS SET 1 I ; REINFORCING W/�5 HOR;Z.BARS SPACED - _ ; ." , ., , SILL.SEALER - 4^CONC. SLAB-] - ` VERT.® 12"O.C.PROVIDE 5/8"X16"ANCHOR - - c i , .. _ I BOLTS C 4'-0"O.C.MAX. ' _ i ' ' ; i �•'.. - EXISTING FOUNDATION WALL - ��- - � �I I FINISH GRADE FlLL_ TAMP u I PARTIAL DECK FRAMING FOR 1 /FT.SLOPE. 5'AROUND s .. , FOUNDATION... r ------------------------------------------------------------------ i _9' ------------------ ___ _______ __-___ ____________________-____ __ �. . _ ill Ilii_ I -� I 26'-0 ^I o'-6" NEW GARAGE NEW MUDROOM NEW FAMILY .RM./ 111=IIII=IIII'll -11 I ' III N 'I i REGISTRATION BUILD SLAB UP EXISTING GARAGE 2Xd KE7VAl' IIII=IIII-I I= WJ 2%'SLEEPERS-,1 - -I 10 II-1��1 I - PROPOSED FOUNDATION PLAN a 3/4"FINISH FLOOR 30#5 CONT.8 III I'-I II i;" — --------- , III=IIII Ili1-IIII—'II of DOOR I 3J4" SUBFLOOR O f Ci III 11 - I . 1 ! SOT_ OF FOOTIN^ -IIII III I IIII IIII-IIII- O t 2 4 B .. 4•MIN. - )�..�� ?\^'-L' Y,);1' r'-% ;;A� 7 ) . \. .�, MINIMUM. G ==IIII UNLESS OTHERWISE NOTED . V Bmm GRADE I IIII IIII BASEMENT NOTES: ) <",MW —tH- -- NEW SLAJ6(MUDROOM'). EXISTING$LAB(GAAGE) 1.MAIN FOUNDATION WALLS TO BE W POURED LONG - SHEET NO. + REST FOUNDATION ON 10••x2U'STRIP FOOTING O MIL POLY VAPOR BARRIER c - v v KE°WAY pis E°5/8"%12"ANCOCHOORRUOLTSNO 4R 00'00`NUAW/ _ r a. 3 1/2"FIBERGLASS INSULATION - (/ ;i-\ GARAGE SILL DETAIL FOUNDATION PLAN . Z DOUBLE FLOOR.FISTS UNDER ALL PARALLEL PARTITIONS iI ( /. 1 & DETAILS ' OUST CA TO 8E 4"POURED CONG ON COMPACTED FlLL "EXIST•G SILL { SCALE t-t/2'-1'-V - CUT MNTS ALONG WALLS AND BEAM COLUMN LINES. - - EYJST'G GARAGE WALL---j TOTAL NUMBER OF SHEETS 4.CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WADS MAINTAIN - - - - IN SET: 4'-0"MINIMUM COVER. - (t 5.PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS,11. _ (�SLAB DETAIL - , - _ 9 • - - 6.SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS - SGALE: i"-T'-0• ' THIS SHEET INVALID 7.CONTRACTOR SHALL 140T SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING - TT �+ T UNLESS ACCOMPANIED BY INCORRECT,HI CT BECNABIT DIMENSIONS NOT BROUGHT O THE ATTENTION PERMIT ►JET .O 7.2 5 .O IN THE ARCHITECT BECOME THE RESPONSIBILITY TY OF THE CONTRACTOR. A COMPLETE SET OF WORKING DRAW.NGS ERT -mber5krand LSL rxlM BOARD ARCHITECTS,INC. ti I �oNsr IN _ ---- -� - ------ -- ---'-- -� • ' ` Far information on loteral rt.TCWOTtS PI ,MIG EXISTING -'-�' ---- — ----- —'I� - -- +sad a poaltlen rninr to 939 MAIN STREET -.D1 -- BULKHEAD t'Tlmbar5trand LSL rim board llterat�re PO BOX 3431 YARMOUTHPORT, MA 02675 t6' i^ - `_-•-= 2s 4-fi�2. - - i I • • i tel THP R, MA 03 -.._3E-rr 1••-- - _ _ - b3/4^ rollam LVl rn also - --- -__ -_ _ e used ass rim Board fox may _ 3 - . _}.••3068-', FWG80608 SLIDER - - - II I y -! I FWG80608'SUDER`-J - - r - TYPICAL DETAIL ®EXTERIOR WALLS IT� 8 D! s ; O 11,'•. M� -�` y - EXTEND COUNTER& I ' I - I Becker b!o k .Install tight to top flange (tight I CABINETS - $,s e m t haYge ()-9Atkoah t• - _ - o bokt b! it w'tl i c - - - DOORS,REMOV $R ROOM, t5. ' I - - - - ,tn To-Tod,(s)'bo -le. cla n d _he Possible, ADDITTONS&RF:NpVATI9NS. DOORS. &L2 OCATE � i i - r n )� i I I EXIST - - LAUNDRY.ASHOWN. .�J .T I BATH I .. FOR: f / :�ii ;l J 1u 1� ' III u \ = NEW ISLAND KITCHEN I DR.8i MRS.PALzL, -i- ? - — W „ e. D'-o` EXIST. BcAM o7 " on ''; m vnoxz6 ABOVE k � -- ----'---'-- = -== L��J J STUDY j HOULE HALF WALL=> �hS l REMOVE EXISTING WAIT ' t ` p 1 ;•� - F S R ' ,nI ; REMOVE WALL hry�q i '.•, Filler bl k: Nell 'kh 10- - I S -..^.-_- -_ - _ bo>< ti TOd (3') LZ SACHEM m ITS+ &DOOR,AS '•' -' -- "' "-"--� - ciln ch ed ran Pasalbl®: DRIVE , 1 'I••- F vl j .' SHOWN... �`r - 10-i5d r3 1/2") box rats from 0` - eaoh sins I NTEILLE,IMLA{ use CE - ' th TJI.Pro 550 Joists. - oL _ BEAM 06 Use WELLDOP 4"PLATE w L T _ / , wth top - 4I i .y- '.`/'. \�\ _- DN - - E ^bloek requiried genlyaw�c hanger - ^ I NEW . f !- 'CLOSET- '�\i �•� r' .:°T'_ >. load a ode aso Paund. fC SID -to 'STAB IRS TYPICAL DETAIL�•INTERSECTION - - - GAS \•/ �\ •-7 ,/ - _ _ ERSECTION OF _ _FIREPLACE �f -- �✓ �// .( / --- REMOVE EXIST'G WALL REMOVE EXIST'G - DOUBLE MEMBERS c1 - I ,. '�• l\ WALL - H55 3 1:2"X3 t,/2"X7 a D.OU - -- - VENT • $! DOOR. AS.SHOWN. _STEEL 7176E CCL / rnI 1 ry - - NEW.N1NDOW " - Mlcro!lam LVL• Parallam PSL� <I. ,n i �� - �• .. or Tlmb-Strand LSL I •:��i ., 'E y�V �E'%I??tJG . !�/ i _ - MEW A- - ----- ----- --NEW - y,•P beW6�Y6MAle �i� % TW2 52T. TCP flan6s------ 1 --- l EXISTING ' Lw st+ .y ./ I LIVING RM. s'-°--J Face FAME l Y i R00M LF:,- I I� �` \/ -e maunt / xr } hananr _ _ I NOTE- III H SE P ANS Rf NO D DE US D r0 m PAD EXISTING GARAGE ` ^ - /` I I FRAMING PUG ARE CON(EPNAL. IT 157HE RE'SPONSI6ILITY O,Tr1E CONTR T(Nt fOR PERMITTiNU qt CLnSIRUCnON 2 SLAB UP 1NL�2 4 SLEEPERS I' - 'x��-Z- ='<" / j '? TD ENSURE THAT FINAL STRUCTURAL D`S!GN AND CONSTRUCTIOfk�PDBR�"-,5_r 'PURPOSES UwlE55 STgMPED k ypnm o ' TO INSUL TE h!70 PR O`ADE '-ice .r Y--=- _ sr. _ --` , /�\ - 'j _I - i 4-ODOR jSILL SEPARATION AN; "' y.,r '��*-��t-� �� !17__-j_ .LOADS AND IS IN COMPLIANCE M1TH TH_MASSACIIUSET75 STATE 8U1 !NG COyE. W.TH An D,tIpNAL,VtggTECT'S _ STPAIP AND S4NATURE AND LABEyED -Y- �.. A E3(KTI•IUr I ANT DESCREPANCIES IN AND OR D MSATONS FROM THESE D0CS.1M0?BROUCd'i�D RERYIT 'OR••CONSTRUCTION sET" REMOVE EXISTING FROM NEW GARAGE SLAB. _.1.'i_�.: c_. '1/ iU hypOR,T"��A�r:,b - _ - GARAGE DOORS_- _ ^" ..•- -r -�: t,#'; ,.r\( �i.� ! i.I. CON RACTORON of THE !TECT&EcoME THE SOLE rssroNy H'EmEcnl,:Lr. A5 JN. CONTRACTOR. r- _ _ _ _ _ _ _ _ �..� _ram- - .% / j _ ALL POSTS IN^>`TER1 R WAU-5 SHALL BE - - SCUD 4X6 UNLESS OTHERWISE NOTED. II HI�r I ', •,-�- - -�] � I�'�. Web stfifanere are rnquiretl (� I .I`- If the aides of the hanger do - v2m6 ERT AP C15D.lu.THE pRAMNc Am ALL POSTS IN INTERIOR WALLS SHALL BE - 1 I I of Icterall 0 M D' /R�i[ �i5.OR p,�SOLID 4X4 UNLESS OTHERMSE NOTED: - r supper art the TJI uvLAi6;i ICA REV 'i - - Y - T •. - 4X6 _VL POST - jots: to scn JTLTLT A �:Nc:N'C �" J ALL .UNDER HEADERSS,EE, ANS'OR ALL COLUMNS SUPPoRTNC i I I True .lolet MacMillan literature erature dt ..SI ¢Y AN �fA7 o '1 H% •�. I'1 , �- '$.F' assalRp•07,Hc, "� �i an •'I- - hN� ^> .ELL 1 I B ! ! -I r - - 4X6 LVL POST ALL t�TER10R DOOR A:WINDOW HEADERS SHAD- �xA POST ISI LINE OF 't y BE W I •'I'•' 70^D!A.TURNCRAF7=18RGLS - 3®2X4 POST FROM ABOVE BE 2®2x'0 tv lot 2 CD%FlJTCH PUTES UNIE55 FTR�M ABO ! TYPICAL DETAIL OF FLUSH FRAME I OV RHANG _ i O7HERYn51_N�7Eu'/ xs LVL-POST f � AT MICROLLAN. DATE ISSUED: '07.25.06 1' - _ - COLUMN W/TUSCAN _ I ABOVE�'ri N} - rl i - 1 CAP AND BASE.-TYP, .i 1/2"LML -_. •''� I � 3' REVISIONS: POST - Load beor:n - - 2'-0" 20 MIN.DOOR - 3, " UNDE ER �I - \ LVL POS ' (must stack over w 11 belol w)b ve wr.Iu `-YDER HEAOLR AS-GUILTS:11.26.D6 SILL SHALL Bc'4' I, o - - a- ' I g 3 �� I - - (REV'S SHOK•N CLOUDED) - ,. 1 MIN. ABOVE SLAB ELEVATION o!n ii 1 - Blocking Pane!. - - - i 3'-6. I 16'-0 3 4' - 6'-5 1 4" - - +. a�; 'I %\• _—__m N --�—__ I 3 N�W a A.0 I POST. - .. - . .... .I ' HSS 3 1//2 X� t / - ' 2-CAR LAIC AGE 3 - - —I LURE STEED GOL�2"Xi 4" PERM:?SET 07.25-os. c I EL -7'-101/2' I I - 2r 'I — .. _ - 'PROGRESS.SET= ' I ' :: _ IOOOR OPENERS SHALL BE MOUNTED I I- - _ - iv _ sP 1 - --- N t�ll • - We h et ac�at'eiw`nred PRICING SET 03.17.06 - ______ ON RESIDENT MOUNTS I - P R - A TYPICAL DETAIL ®LOAD � I PROGRESS SET ii I. --------------1 - A.5 '• '_' .. .-' Ilo .„P BEARING,�WALLS I PROVIDE 2 LAYERS 5/8- (),,,TYPE 'X"FlRECODE GWB I 1/2-GOLDBOND RESDENT - o ; FURRING CHANNELS®CEILING o I PITCH SLAB 1/8-PER FT4Z�--POTS TYPICAL LVL/GLULAM BOLTING/NAILING _ - oI 1 TOWARDS DOORS MULT. 1.3/a'BEAMS _ - - PROVIDE t LAYER 5/8' - - I • - I Y ' TYPE X'FlRECODE GWB REGISTRATION o j 000NNEC170N5 W/LIVING SPACE m I iP a al l - 2 HECES - 2 Rows Rm NA65 a it o.a Oi i I� ----------------- I � 1 Iil -�- SCALE- 1 4"- TYPICAL NOTES ,O z' / i•-0• STRUCT RAL ENpNEER//ARCHITECT TO PERFORM FRAMING INSPECTION x'' I• --P I - —= WHEN FRAMING IS^OMFLEIE AND PRIOR TO ENCLOSURE BY INTERIOR n' (D DHt2815 DH 2815 J- W4LL PUSIFR BDARD,hTN!SH. -,I1 - TW� B 852 TW 852 ! CONTRACTOR SHALL SCHEDULE AND PR 61?7 FROM WEA'MER ' < I UNLESS OTHERIMSE•NOTED EXISTING HOUSE'CgAPONENTS AND INTERIORS DURING CONSTRUCTION i'I O i 6'-0" B•_6" AND CONSTRUCT TFIAPORARY A YENRES/ENCLOSURES AS MAY BE ! A RELT3 D-1• 2 Rows m,/a.'qAY BOLTS•tY aG NECESSARY N INSU.RE SLCH PROTECTON. I ' 4X6 LVL POST 1r - xTc=-1"t2-POST,-TVP. I SHEET N0. Try I CONTRACTOR$HALL SA INSPECT ALL E UC"VS PROPGSED 11 I I CCWDITONS PRIOR TO ANO DURING CONSTRUCTION AND NOTFY ARCHTECT 2• +A.I 26'-0� 10'-6'. " _f OF ANY DESCREPA!CIES AND/OR CHANGES THAT MAY 8E-"Tj NTFFB); G s �NNG STO MAIN�TNNR/PURCT 07ECT EMSTNGNH��o�,I� RAL �, - IRST FLOOR -PLAN/ -N1ECfUTY OF JOSDNG HOUSE. 2813/4'X t/2'LVL�I '' 2ND FLR. .'FR 4M'I'NG.PROPOSED FIRST FLOOR PLAN CONTRACTOR SHALL STE INSPECT VERIFY ALL IXISIING b$,pROPOSm ' WINDOW HEADER CONDITONS PRIOR'O qND DURING CONSTRUCTION ANO MAKEADJUSTMENTS TOTAL NUMBER OF SHEETS - AS NECESSARY TO t?1SURE COMPLIANCE WITH DESI(aJ PARAMETERS AS �OOR FJL�-[11 v111\V a PIEc6 D-r 2 Paws aF 1/s•mAM atL1s•!r qc. - IN SET: HATCHED WALLS INDICATE NEW CONSTRUCTION. - MVRIc PROGRESSE4 - - DASHED ONES INDICATED EXISTING CONDIT.ONS TO BE REMOVED/ALTERED. AS USED IN THESE DOCUMENTS,"PROVIDE"MEANS"FURNISH'AND INSTALL"; WHERE AN Illll IS REFERRED iG IN SINGULAR NUMBER IN THE DONTRAGT . PERMIT SET• 7.2 5.0 6 UNLESS ACCOMPANIED INVALID DD •' DOCUMENTS PROVNE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE • UNLESS sHEET I AV IF.D BY'. .THE wDr4c. A COMP LETE WORKING DRAWINGS - 15'-6 1 4•+ - - 7 _ ERT 11 _____________ ___ ________ _ _________, HUC 7 1/8"X12"INVERTED—� - � ARCHITECTS,INC. ou -- 201 3/4"C24"LVL RIDGE � _ cwn;e - m�s�necnox _ ; r ; BIR05MOU7H— � OVERFRAME TNTERtons etwra'axc MAN STREET SSLLOPE/ATX912112 LVL 2li0 18 OC. 39 PO'BOX 343,• . 9 D 1 [ XIS! G i XIST SHED RAFTERS YARMOUTHPORT, MA C-2675 B�EDROOM BATH i tel (508) 362-8583 E I S T G _— I j fox (508) 362-4883 TH =_ wowlRTARW,ECI50011 v NEW = _ - ENTERTAINMENT I = I ax6 LVL.POST CONT. SO FOOTING BELOW- ROOM S '- POST FROM P•IDGE TO �-- - BE Et+CASED W/ - -_ _ S FOR: O _ - ADDTTTON NATION ,X TRIM' 10•-11 3/47 3'-8 t 2` DN r— _......- ',-1,r DR.&MRS.PAUL J OPEN - _ I RAILING 1 RENOV. - ` ,...' it _ �J" ILL. 'HOULE.. 'IJI,P' 3 III, ryI �� ' •1 1 1 .111 I M';"� � 11i N'Nl .. i .. ,(,,:1. _ I -- 23 SACHEM DRIVE f -. F(- R BELOW 6 ;- �` -. �I BEDROOM EXISTING --- -------------- ---------' � ��,i •^I �_ \ cEi�ITERVILLE,l'rA I 8 NEW DORMER _ _ I I J SIL+I- ' HER SHEET/I r J CLOSET Lgi ' :,1'I; 11It111 Imo,1,1-1u'I 11 EXISTING TRANSOM - i I t11 V1111I I,1,:NI I:IY'llt:I i, •I''I"''t lil li t,ll 2®7 3/4"X24•'LVL RIDGE BEAM _I_ J 3 0 _ _ V ---- CUT TIE ISBN^RAr ERS —4Og LVL POST HIS - o _-, 1 4%6 LVL POSY CONT.. 1 TO TE INTO r VALLEY BEAMS TO FOOTING BEL YA , , n NG BEL ; i CLOSET 3' B r-,1 1l2 L , To Foon ow --'--' ' 4,0 .i wusa HHUS ' •. - ' �' i A _ TriF�%/DNS ME NOT m�J:FD - ._—___D• 6- %,-2- I - _ 1 _ FOR PEAMITT,M1'u OR CONSRi .-. . F ' -• __ PUAPO56 UN3£SS STAMPED h 9GNED _ I I _ - MASTER i rN RE�EC VET. BEDROOM I i ; Ow�a.irous��cC-"ten s�owE Nai�u°v AL 9 m 6ASTEN W 2 ROWS OF - I,.I PFnuld [TFtr'IS I( �,TIMBER(OKT 16"O.C. - -- + - - - _ I - DATE ISSUED: 07 25 O6 5 1/4•'X7"LVL POST WINDOW NGE'EATS CS N~ 4X6LLVL POST--' X6 LVL`POST REVISIONS: T `✓> - .i - - - DOUBLE RHERS--- DOUBLE RA, AS-GUILTS:71.28.06 N N -- — — — —— (REV'S SHOWN CLOUDED) ji I ' ' 1—; _�.�®--••m —� A.5 I I r PITCH CEILING ' ;////'- /i:�/" , //�/" %.� /.i. '' . /��: %:, 11 2X10016"O.C: ZX1CA�16"0.0.. .. - _ m _ _I IFOR CONDENSATION // i� I PERMIT SET, U7.25.06 PROGRESS SET I,4.,A.� PRICING SET 03.17,06 PROGRESS SET -- // NOON'SEAT' ' A R$TBgLOW 4 SHEL S LINEN w/ 3. 3• CLOSET 2'-0` /- ---------------- NOTE- wt CENTER ,%, 1 IN GABLE. `° I % .� o / i j / � �'• 7/%//i// / //�//% I': —T- —� '�F� R.EGISTRATION. G � 2`-6• _3'-5' 4'-2 1 4- 8'--3 1/4 SCALE, t a'�t'-D' 26•-6• PLAN HATCHED R PFO EAS I 1t E 2X70®16"O.C. 2%10®16 .C. JI I , � ARE aI _ - } - - SCALE: 1 8`=i'-0` REMAIN. i -- - - - PROPOSED 2ND FLOOR PLAN 4 ! I �C - �� I i UNLESS OTHERWISE NOTED HATCHED WALLS INDICATE NEW CONS7RUCnON. - -- LI. I % 1 SHEET NO. -- DOUBLE R / I: I ❑OU3LE;RAFTERS A•2 —6:12 6:12=. , 2ND FLOOR PLAN/ROOF — FRAM'G/ROOF PLAN 36- &WATER - TOTAL NUMBER OF SHEETS -I SHIELD 0 EAVES - N SET. S 1<E�RWATER PARTIAL ROOF FRAMING PLAN - SHIPiD&RAKLS Y - - . n'PICAL - �- - 9 - + UNLESS ACCOMPANIED BY ,2:2THIS SHEET INVAUD _ PERMIT SET:07.25 .06 A COMPLETE SET 0�-- - - - WORKING DRAWINGS p ERA' ARCHITECTS,INC. - - NEW ROOF TO!IN FILL - ARCYYrYtic M - CONmumnim � EXISTING DROP IN ROOF LINES � � .. ' - .. m-rcRlons.- rLAnrmlc -•� - PO BOX 34A3 J. .l _'.J__�L—:_._ i —•_�—'�'1Z_.�l 'r_. 'I -i:- ..C-�_I__u. -r--�� -LL I/ _—_ __ —.�Jul' _..L' ,__fl .L. ._ L_ 1L_�_ _ 1_ _ — -LL' ' �� _J =L: YARMOUTHP RT, A Q2675 tel (508) 362-8883 -' 362 48 �_L'L mYARoaWctn.cou 8 - • ADDMONS&RENOVATIONS •. FOR: CUSTOM W9NDOW'CAPS T. _ _J.1 .1 L.—..•_..L �>-1 _ L_ - I T �._ _�_i - _ -L,_.` _ DR.&MRS.PAUL 1X4,1X10,iX6 RAKE BOARDS— / ':+ ! 42'i 7 2 2� 14 L ' J1 _mayy " rh ,{'T '+-- ',f�-i-' I L1...-." 1!- • -...-_ -__ ._. �L_11-�_r, _L+....�_ i.��`i'1_'1___...�..J - - -_T�_ L? 7y ALUMINUM SEAMLESS � ,.�.�J i.: � 1. _ ,,I --4. �.. 1 1- - L�—L__�.__' -.� .a_-, - 2'J.O L/L,,E GUTTER �. 1., '' �1-7-� ,"; _y��"`�Y-�, S"' �� I NEW SECOND FLOOR LEVEL _ �+ry ,,il - _F :' 4, (ALIGN NEW Yf%E%ISTING) .-. .,L.'. - ._ FYPON 070600 I'1. Ertl{ .T '''* -rr -- -- -- -- L.+. - ,.' u _ - - CENTERVILLE,MA . Lu LLB.. + T 2 5, Ty i. 14 rill j�II' r ,_ L4i .. W.C.SHINGLES- tIT' ,.;�?1 t - _ ~T_ - �T T �1 _ A Y T y i • 'i t I i 4Juit""! ` k, �" � �• - �,71X5,1X6 CORNER BOARDS ti �i- I ,..taC�.. �. Ij� 1212-•may, rL� _ - EXISTING FIRST FLOOR l•1r—n'�-j;7'T I'lTt rl'T''`.' _ NEW GARAGE SLAB - ('L GN NEW W/E)tSTiNG) 2'R.C.SILL-- -� NEW BRICK STEPS -WATER?ABLE TO MATCH EXISTING '. _ - + COLUMN, W/TUSCAN CAP TAPERED&BASE. PROPOSED FRONT ELEVATION P RPUP 056PEP4TT.N�G O UN�SR_Cp1wRUcr� 1 - 5t.WP ANO SIGVATU,ff AND LAREIEEO '' . - •vrnwr ser rn^cayslRurnox:;:r - . r - - • ] ^ ©2. n.T r_D p1 E*DRAMING MlD TNA�R�,OYFXSINDIppN TITIFAME� t[ TY K EAT'ARCNREµ NO Q - .. - EXTEND EXISTING SHED DORMER - -" ' - NEW ROOF TO IN-FILL EXISTING DROP IN ROOF LINES - - _ - - - DATE ISSUED: 07.25.06 REVISIONS: AS GUILTS:11.28.06 .. (REVS SHOWN CLOUDED) PERMIT SET OZ25.05 PROGRESS SET .. PRICING SET 03:17.06 NEW CONDITIONS - PROGRESS'SET ' U. r� 1� . ------- - - ---------------- -- ___............... - NEW SECOND.FLOOR IL'I .. - . (ALIGN NEW W�EXISTING)� Al.1i JTPT - REGISTRATION illSYSTCM _._.-.-._.-.-.-._-.-.-..-. It Iui RAILING i'cED RNEW- - ' ,,' EXISTING FIRST FLOO� SCALe 1/a'st'-o' D 1 2 4 8 .. _ ———— NEW GARAGE SLAB ' (NUGNNev wj ExlsnlTcj� UNLESS OTHERMSE'NOTED SHEET NO. NEW DECK - A.,5 PROPOSED REAR ELEVATION DECKING TO MATCH EXISTING ��--- - ELEVATIONS TOTAL NUMBER OF SHEETS .. IN SET: 9 °.. -T--- ----- T. .T. C-.�._. T_, 7 /'/� THIS:.SHEET INVALID . - PERMIT 1 �►J E 1 •O / .2 5.O 6 UNLESS COMPLETE SE IEOFBY . WORKING DRAWINGS ` ERT ARCHITECTS,INC. - ARCNEIECTURE CONSRNCROR , ' IMF.RTUNS PLANNLLVC - 939 MAIN STREET, 01 PO BOX 343 YARMOUTH:PORT, MA 022675 o e LL�J .,1_ ��i_—:1—...— _t I .1� t —L,_ y_� \ - tel (508) 362-8883 fax (508) 362-4863 —.mil— _t. NMV.FRT.NWITFL'fSCC1A C ..i �L.J1__..L... • Li�.L—' - _ - ADDMONS&RENOVATIONS - - - - - DR.&MRS.PAUL • TIT.1 T. T. r rljHOULE I NEW SECOND FLOOR LE�c.L -h.'-`--''._..a�--�I--"— -- -- ---- ------- -------- --- - - - - - 23-SACHEM DRIVE ' a �(A1JGN NEw w�xlsnNc)-__-- _ .. - - - - - - - - CENTERVILLE,MA Yr rr r: 4 1. IT z z --- ---- --------- --- EXISTING FlRS7FLOOR _._.—. _ T Z 2 ., �.:_. _ NEW GARAGELA SB - —.—.—.—. .—._.—.—.—.......---.—.—.—.—.---------—.—.—......... —.—.—.—. - • .- �(ALICN NEW W/EXISTING) F . WESE PLANS ARE NOT M BE USED - . FOP.PEWl NG M CONSTRUCTON PROPOSED RIGHT ELEVATION PURPDSES STAMPED a sGN�. MiTN AN gtIf AIW AR 40 LA ID STAMP AND SIGNATURE Am UBElID . - '9tAMR sEr•oR•coNSTRucnar+ - . ©ppg FNf ARO!IIECIS TM -T A181 CY•F TIE I RR�fIR�E�Nyi�syyoN�'Ny�' _ 4• . - .. • F ll-AA�Y A Y NOFlTS t�I�c�4 WIL .. - DATE ISSUED: 07.25.06 -T— REVISIONS: - .1 _ AS-BUILTS:71.26.06 I _ 1 - lL—•._J_ _ _,.L .J_ I. t I L—L 1 J.i_! SHOWN CLOUDED) 1__ - - (REV'S SHO CL DEO} � x J t _a_ai PERMIT SET.. 07.25.06 il —__`�_ •fit-t' � _ '1'. --I-' - PROGRESS,SET _ _. LL_,�— -�• T I '�'�p=-- PRICING SET 03.17.06 T. - I I - - PROGRESS SET - - - ji T SECOND OR _ - _- —� ALIGN NEW W EXISTING -, 1D 2 i T J :. I I ' FYPON BRA7060 EE t.i 'r OVERHEAD ! I I : 1 •r!, f�I 1' L _, CARRL4GE STYLE DOORS f 1 I REGIS71iATlON T I , —.——.—.—.—.—.—._ -4Y-L r1_-1 I 1 I I EXISTING FIRST FLOOR „ SCALE: 1/4'e1'-D^ _ — ail?I I ! 'I i; ;'I lii!• IITI i 1,III 08P,'E ) A OOR — 9080 C1'ER'EA DOOR — ——__. _ NEW GARAGE LAR.(]q - j ALIGN NEW'N�XISSNG'v 2 4 B 9 0 OVE UNLESSof OTHERWISE NOTED; SHEET N0: - C�PROPOSED LEFT ELEVATIOI�T A.4 - - ELEVATIONS TOTAL NUMBER OF SHEETS - . IN SET: - . v 9 C 7 //� (/� THIS SHEET INVALID PERMIT�iIT VET.O / .2 5.O V UNLESS COMPLETEWORKING DRAWINGS TEOF T" - - - - - - WORKING DRAWINGS i �,1;•t`t'-RV I L.L. 1 'I LI �� ACE' KEY MAPP ` - �j L • O rl y ._ � v, VV � U•S.G�p .Su1�VE.. -HYaNN19 • :�•� � P� S ; t Y' • /.,.,� \ . Pry �� -� ' - ��/ c . --- �= /��•�O /` �• 1 '`. ;,. _ .._ ,�'� Gc. �rlf .c . x �lr?o" �✓ R A zoq - w. ,-y C C1 iN / 'f Z. t s ti r^ t � r .1 1 400 _ -\� .. -• _ a , JL_ s - 3 J.�t 2I 300s y �' 0 . � T- s .3 �� 5 - A 4,1 ccam�..,, (., , 20, 200 -� ,� o P 2 17 24, 400 !I Z-"av - 1 l 3G - ` r ! f� _-. Post OD 42,0 441 A ;��q- 20. 0 00 a ,� , . o n a S ell Ivy 23 O 3 701 �► Z-1 V O D 1 (� .,'� ` � Q 20.800, f , 'aC + W 20,6 lD1-4 j Of 90 49. n0 AZT 1.4 T 'z I w ��/'j� � f CJ O Q,O • .t m r \ 1 .s 7 w J' `V C 700 i � No fe: a3� • f' � � � Tor �?vod surYroce to be a leas t22Fr Y;cie and Catch Sosins f'a,rOrbincage shown pr) x Ceman-f �oundS Shown —, „�-.. . /cc•-1.•/y 'hot rhis,o/on vvo s mode �� x _ ��' � . _ vcc o�--arorjce W.1� �iniS .S/�owri ors 7hi s o/ors ore �r�exisfvx� Sep,em,f�r .'O. 1 965 �.��-- ��.a.s.�, .ac.r.�yor• -- _ _ . . _ .. Q _ __ ._., C/erk of the � • , T>vv" OP LI�GLNSTABL�, �1111ss.. r%�'rbzt; cerl,:y Mot � V _ the notice of opprovo� of Ines P/on�y 'he ��A T T E '_ V1 , } E�A.rT.Nrs'Ti�BLE P:..�NN/Np�O�+L70 f7o5 t-Y�lf7 Y�+"_G�`�rPC1l .�•••�..�:-...,.< . � e� 1DI V I 'Sdr'"►� , e :nos 1'fccc o d r�o ovveo 1 ;, � - - recc,Ye ♦L t- _ Q✓I �r�3Q l IJQr f iNt�.l7 ;/ i✓..1�1 �:i /',I r xr ._e .. ��,r _ �' '`�" 1' � � ` ,g r 000,� 31 P „t J1.;i: .r r .y. .r C `� `.l •��✓Cy r ._ L �- -ter r-q- S " A L� �vl Y o II jk - `-. �• - '#. „yam L,. .'6 � � A F � .,,,+" Z. 17 i S SH W1 A GH S YS T-EM -PROFYLZ VIE W1 IV,, T S<% i 3� �_►,,� G-dY�--tZ oY r tZ 5r \ c- t >aTs `RENC ' SECTION TOP FOUND. EL I sue, 4" DIAM. OF J18 12 Ml'N. .,._�� 04 $ •c;y.'ti.:Q••;�'+ .o:pAOr b;.b•:�,� .�r•g, /G7'�WASHED, PEASTONE qq Z� WA7R parr s INV. EL CRUSHED STONE • FLOW LINE q ' �o t�. � :... ►> � `"° INV. EL. TRENCH WIDTH ,g _ TOTAL LENGTH OF THENCf-1 '. 33.5 1O' MAN. 4s' uouro o1:a11i NU�18ER OF TRENCHES d t t3.5 ' ' �o¢ .. NUMBER OF DRYWELLS Q S INV. EL �q,1 t ;� INV. EL q�, _ �° . q: 0 INV. EL, . i a ems.Z. C= o C p o Y 1 o� f=L . q t,•� t 1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK PRECAST REINFORCED CONCRETE MINIMUM CONSTRUCTION MATERIALS PER 310CMR 15.226(2) DISTRIBUTION BOX 11 ' kker JG`om`c� 48O° cg 9e�e✓�a G� �f ~� 0 � TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND INSTALL ON A LEVEL BASE 500 GAL L ON DR YIVE'L L 5 Gt"a SHALL EXTEND A MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK' AND BE ON THE CENTERLINE OF THE MINIMUM.WALL THICKNESS �- 2" ;sairRc��' Qr�O°0 R s� SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN-OUT MANHOLE. MINIMUM #ME DIMENSION 12' Post d „2 3 A,r r WOOD THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR OUTLET NNVI�tTs SHALL 13E EQUAL TO EACH ,. MORE THAN 3" ABOVE THE INVERT ELEVATION OF THE OTHER AND AT 2` MINIMUM BELOW INLET INVERT. OUTLET PIPE. o`�% 9y mo Ci e THE DIS'tRi@MUMN LINES FROM THE DISTRIBUTION BOX 1. r PINE ° SHALL ALL HAVE EQUAL DIVERS,AS DET&04NED BY FLOODING ��. - osty SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE i'!•IE DISTiR�UTION BOX � TN�NE 1•IEIGHT C1I:' T!�!E DISTRIBUTION Rd ON A LEVEL. STABLE BASE THAT HAS BEEN MECHANICALLY LINE INVERT AFTER ALL ONES HAVE BEEN SEALED IN PLACE. CE TERVILLE RArz'Pd COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE INVERT AMSWENTS BE MADE BY FItS M W{�{ LL ' HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT AND NON--!}>rFL>}�Iw4Jt8i F Iw1A7ER1A1 PERMANENTLY fASTEND TO THE _ SE711.ING. LINE OR R£CONSTRUC'IiNG THE LINES UNTIL ALL INVERTS ARE OF SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9". EIXIAL ELEVATION, diet. THREE 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE ° COVERS OF DURABLE. MATERIAL,S'!•IA4L:8E, PROVIDED WITH ACCESS ' PORTS BEING PLACED AT THE CENTER AND OVER THE INLET AND ..., OUTLET TEES. . THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. , r 52 ti GENERAL CONSTRUCTION NOTES U P L;� 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 ` AND THE TOWN OF "5ARWsTAr3 f ` RULES AND REGULATIONS FOR ` THE SUBSURFACE DISPOSAL OF SEWAGE. 'co S� co '`� ZONING DISTRICT RD-1 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE ` WHITHIN SIX INCHES OF FINISH GRADE INITH ANY REMAINING ACCESS ASSESSORS MAP 209 PARCEL 28 26 �� PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. 3. AL � •!n� • � ��,o max,sr: DESIGN DATA: L COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF . ' W�p HOUSE' ,f23 SACHEM WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' �' 52 50.48' ` \ OF DRIVES OR PARKING. H-�-20 LOADING SHALL BE USED UNDER OR WITHIN Jr2 �' ,� 1500 � C) OVERLAY DIST AP STRUCTURE "�vt�t�Ltiy(� '� �!b . TYPE Na. BEDROOMS GARBAGE DlsposAL 10 OF DRIVES OR PARKING UNLESS NOTED. .,� 54 Gallon 51 4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL x , / Tank l FEMA DATA: ZONE C DESIGN Flaw ,�,� t�o = �Ao �,�n 2c�Q, c.:�.© SITE UTILITIES PRIOR TO ANY EXCAVATION. S.A.S. � � � _T EXPANSION r ' ,! Proposed REFERENCE PLAN: 198147 5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. S.A.S. Trench �o SEPTIC TANK BUILDING SETBACKS: �\SG ,�� .� �T,. 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL 8E 3'4 � p ' ,r.,'�,� , MORTARED IN PLACE. 50.21 FRONT 30 LEACHING FACILITY 0 7. FINISH GRADE SHALL HAVE 1 O �' 50.4.' SIDE 10' r 3 A E A MINIMUM SLOPE OF 0.02 FEET PER FOOT. 63 x REAR 10' t'3.'z,X '3•x,S t14Z I �,�:• �� -.` OF PROPOSED o�� 52.8' G %0 x o.'T4 A(oa b TrAtr'L_ c�u 4 BEDROOM I '" —, �� X I 51 -''' .'!' \\�.` � WILLIAM m DWELLING I W \ v LIEBE3971 �� i \ � tio. L3971 Fence I Proposed 50 �,�Fc'STV- �1 Dri ve way ` 49. 66 �syf 'A 52.8' 70 GARAGE - X -•zo Znp '�,� \ , ,• �...-_ \ SOIL OBSERVATION, DATA: ♦ o CIO r 'I 52 TEST DATE ��IbY. f3 zooms 46 x �� SOIL EVALUATOR SL-� 52 ' 20 ' 51 B.O.H. AGENT EXCAVATOR 51.1' 51.4 S� te Plan of Land In PERc/RATE <. z �a.a• �e,uk Note: Should soils be encountered during installation of sewage system the are X not consistent with soil logs,contact the designer and/or your local Health Department Ce 12 t e_r V ll e 9 Mom. Before proceeding. BM TOP CB EL 22.22 ��, so,a v DATUM NGVD p 0 �.L7L YVTE V �' C�� s� toys, �lz A" ,� .,� S to ti V/�, t' Depicting The Proposed Dwelling Located -•� L.s try tz �-f c. z� GRAPHIC SCALE u „ M .d•�`' cnr.� tg ��L C :"•''a£� z•� `1/3 20 0 10 zo ao eo At }� 23 Sachem Road Scale: As Shown Date: November 8, 2000 Prepared By.• ( IN FEET ) C tea+- �- t S�.� z'�' l� _ Stephen J. Doyle and Associates 42 Canterbur Lane, E: Falmouth, MA 02536 t SANM'k Z `( 3 i inch = 20 ft y tZot' � � 1Zop pL TE► N0. DATE DESCRIP770N BY Telephone: 5081540-2534 u at•t=