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HomeMy WebLinkAbout1488 MAIN STREET (COTUIT) I� ti i I 1 i a I TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 017 020 GEOBASE ID 463 ADDRESS 1488 MAIN STREET(COTUIT) PHONE COTUIT ZIP - - I LOT 1.1 BLOCK LOT 'SIZE DBA. DEVELOPMENT DISTRICT CT PERMIT 49659 DESCRIPTION SINGLE FAMILY DWELINO PERMIT it 35781 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: „. Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES BOND $.00TNE � CONSTRUCTION COSTS $_00 Qi► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE PE.- P * BARNSTABLF. • MASS. 039. E�M1`►I BUIL'DDIIN,G . IV SI� By DATE ISSUED 10/31/2000 EXPIRATION DATE " J� T a BUILDI;NCB PFR. ♦ f AIt , ;L T 1a 1. 02 " . Y GIB;+ R1�9 < ;ID 46 � A 1488 MAIN STREET 1.COTUIT) PHONE COTU IT --, ZIP. LJ2 1 BLOCK LOT SIZE Deg ti - DEVELOPrIENT DISTRICT Cry PERMIT 351781 ., . DESCRY PTION SINGLE FAMILY DWELLING SEPTIC NO 99--02 PERMIT T'XP r BU-,LD TITLE ; NEW RaE IDEIWT.AL.. BLDG PKT CONTKACTOR a: EX, .a A `t'I M'%'E.BCJI LURK : :TIC Department-of Health Sa and Environmental Servi ti $1,534�50 try $. oo ��rov pF pwryT� �^ tt�ry p,{q�, �,r�r�L�v77�t q �p {air 'pg ¢ p .i. ' L `k? i'�:'�VI:�.Lk D.t'.1�'a4.*i�,L.`a .J. >'sert �".•, '71 I rl.S<.+ I�I.i L4 * BARvI�IS•TQAQBLE, ; �•� a•� . - _- 163 / BUILDING DIVISION F r 9Ay 7:� E1 O1/QE3�1S99 C� _TION�SA:fl!_ PERMIT CONVEYS NO RIGHT.TO OCCUPY ANY STREET ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY. ACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY.THE JURISDICTION.STREET EY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF T MIT DOES NOT RELEASE-THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. INIMUM OF FOUR CALL INSPECTIONS REQUIRED OR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF'OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). .. PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE - EL C ELECTRICAL, PLATIONS. INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. FINAL INSPECTION BEFORE OCCUPANCY. ISM i • BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION`APPROVALS 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT toldq(w 2 Q. y BO RD OF HEALTH real OTHER: t_ SITE PLAN REVIEW.APPROVAL 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. BUILDING PERMIT ti 1 ET-TAXTIMER EUIL.DER,INC. FAX MEMORANDUM DATE: October 18,2000 TO: Mitch Trott (Fag#740-6230) Town of Barnstable wilding Department FROM: E.J.Jaxtimer RE: Wesson Residence, 1488 Main Street, Cotuit Request for Re-inspection We would litre to request a re-inspection at the Wesson residence at 1488 Main Street, Cotuit. The following addresses your concerns/comment: 1) Attached please find specifications from the manufacturer of the shower doors installed at the Wesson residence stating that all glazing materials are safety tempered glass. 2) All exterior railings have been installed. 3) The thickness of the bluestone°to be installed below the rear porch will bring, the grade up to 30". Please contact us if you have further questions. Tha u. t ;:i cc: oria n Number of Pages Including Cover: 48 Rosary Lane, Hyannis, Mass. 02601. 508-771.-4498 0 508-778-491 I FAX 508-77 5-4909 TO 3r;bd 606v9LLeos 9Z:TT OOOZ/6'Z/OZ ©`�!21,'299�J 99:29 150875P1144 ETTLEE GLASS F'tiGE 92 Sae �o ° For more detailed spocifiostions,visit our website at:o http:lly wW.alUMag.COM Motoviats and Construction- 5, Molded santonrens jamb bumpers with concealed 1. Extruded aluminum shall.be 6463-TO allay. fasteners, 2. ad exposed straws or fasternefs shall be stainless steel to 6, (Optional)anti-jump hradat insert, prevent rust and corrosion. 7. Exterior towel bar with molded clear poiypropiansts towel 3: Finish shall conform to the following Aluminum A Soalstion bat brackets and interior handle, Specification& D. Series 1103811111090 heavy Glass pivot Door a. Silver, 1. All doors to be glazed Willi 31S' tempered gigs$ with 540 Series: AA•M11-C31,A21 for bright anodized polished edges. 1038 pivot Jamb to include'/V tempered aluminum. Pylow with beveled edge. All other units: Alt.M21.01-A21 for Duffed, clear, bright 2. (Pivot mechanism to be tttountsd In notch fabricated into anodized eluminual. glass prior to tempering. Pivots attached with sealants or b. Bold* held by friction not permitted. . 5s0 Series:AA-M11-C31-A23 for colored,bright anodized 3, . Handle hardware to be formed acrylic handle with aluminum, attachment hardware finished to match unit. Hardware to All otherunitl:AA-M2t-Cat-AZ3 for buffed,colored, bright mount through holes fabricated in glass to show no anodized aluminum. exposed fasteners. a. White: AA-MSaC4Q-R1X Powder Paint with a pencil 4, All doors shall have continuous Clear vinyl water deflector hatdnusa of 2H and a coating thickness of t.7 to 1.7 and vinyl wiper blade at bottom o1 panel.' mft. 5. Pivots to be fabricated from aluminum and finished to match.unit. Pivot mechanism to include gravity closure to Oie:ing Is: - return door to closed position(1038 only). i. Enclosures: G. Swiss 338(Frameless)and 738(Framed)Pivot Doors I staling materials to 40 solely tempered glass with a 1. All pivot plates and handle hardware shalt be extruded nominal thickness of AN' or .108' on obscure and clear .aluminum, finished to r hatth the unit. Plated hsrdws►s is framed panels, 188 on obscure and clear frsmeiess not permitted. panels,and.375'on all 1038 a 1090 series doors of other 2. Pivot jambs to have continuous vertical vinyl seal of"plating matarlals to conform to CPSC standard: 10 3, All doors to have ea-rtinuous drip rail and vinyl wiper blade R 12Q1 Cate"1 and 2. at bottom of panel. Orip roll will be sloped to drain water to 2. Doors: the interior of the door when opened. Glazin 4. Doors to be adjustable for pmCise fit to wall conditions. 5, latch to be permanently mounted magnetic strips. individual Unitfostu Mechanical closure devices not Permitted, A. Mertes 760 and 60 8erlea 000c and 700c Contnuous Hinge Door 1. Fully adjustable sealed bell beating rollers, t. All doors shell have a Oofltinl 640,1004 bell ahtl socket Z. Safety toe-lock jamb to header connection. hinge that is Integral to the hinge rail and jamb. 3. Easy clean,self-draining tub trace. 2. Hinge and Pivot bushings shall be 2314 Nypel, 4, Molded nylon Donal ,guide Of 9010ionl height to 3. Alt doors shall have continuous water deflector and vinyl prevent accidental dislodging of interior panel. wiper blade at bottom of panel. 6. Melded sentoprene jamb bumpers with concealed 4. aCOc doors shall have pull handles and adjustable catch in fasteners, a finish to match the unit. 8, (Optional)antijump header insert, 5, 700C 000r$$naU Move pull hanots$Of extruded aluminum, 7, Oual towel bars with molded Gorr poiypropionsto finished to match the unit. Latch to be permanently towel ter brackets and ant-reverse finger pulls, mounted magnetic strips, a. sort"560 S. Adjustable jamb(optional for the 600c)to provide+/•5l16' 1. Fully adivetabts treated bell bearing rollers. adjustment. 2. Easy Dean.self draining tub trade. G. StlkStatl 3. Molded nylon panel guide of sufficient height to 1. Pivot jamb to have continuous vinyl seal. prevent accidental dislodging of Interior panel 2. All handle hardware shall be extruded aluminum,finished a, Molded nylon jari bumpers with COnoealed to match the unit, Plated hardware is not permitted.. fasteners. 3. Latch to be permanently mounted magnetic strips. 5. Molded nylon towel bar brackets with ant6reverse Mechanical Closure devices not permitted. feature. 4. All doors to have continuous drip rail and vinyl wiper blade C. Series 340 at bottom of panel. Drip will be sloped to drain water to the 1. Fully adjustable seated bat bearing rolll interior of the door when opened. 2. Safety tee-lock jamb to header connection, 5. Top pivot pin to have safety wsahor to prevent accidental. 3. Easy Clean,self4mining tub track, dislodging of the door, 4, Molded nylon panel guide of sufficient height to 6. All units to have continuous curb with weep slots to drain l privOnt accidental dislodging of interior panel. any infiltrated water to the interior of the unit, 7. Fixed glass Weis to be flush-glazed and held in place, with roll-in vinyls. A1.UMAX SAT14 ENCLOSIURES RESERVES THE RIGHT TO CHANGE DESIGN, DIMENSIONS, MATERIALS, OR SPECIFICATIONS OF ITS PROOUCTS WITHOUT NOTICE. I E9 �r'tid 69,6b5LE699 9Z:TT 000Z/6Z/9T 89' If20B3 09:29 15OB79OP144 SETTLES GLASS PAGE 03 (Details and Specifications for BATH ENCLOSURES `111FAwe BATH ENCLOSIUREs a product of Alcoa SERVICE CENTERS MAGNOLIA DALLAS SAN FRANCISCO BEATTLE -1617 N. Wasnington 3613 Pipestone 30540 San Clemente Pseft Business Park Magnolia,AR 71763 Callas, TX 75212 Hayward,CA 945" $733 South 212th (870) 2U-4260 (214)631.0341 (510)487-3777 Suite E (000)643.1514 (800)248-BATH (800)237-BATHH Kent,WA 98031 FAX (870)234.3181 FAX (214) 638-0381 FAX (510)487-6SS4 (206)e72.0652 (800)845-BATH FAX (206)872-2047 LOS ANGELES ATL14NTA TdAMPA GREENSBORO 21121 F. Phil&dgIphip St. 141t3Keitan Cyr. 121 Kelsey Lane 911 N.Raleigh St, Suite A SIOM Mountbin. GA 30083 Suite F Greensboro, NC 27405 Ontario, CA 91701 (678)406-9803 Tampa,FL 33619 (336)274-6709 (909)947-4864 (800)932-BATH (613)621-5693 (900)386-B,ATH 1 (8 - FAX (878)406.9302 (800 M-SATrH FAX (338)274-1!368 (909) 923-074 FAX (813)620-1529 PHILAOELPHIA KANSAS CITY 335 Camer Or, 14 N.W. Plata Drive Bensalem, PA 19020 iverside, MO. 64150 (215)244-4749 16)748-8200 (800)932-BATH 671)342-BATH FAX (216)244-4769 FAX (816)746.9129 02-15-ZOOo Z-O 3E)Vcd 60609LLR99 9Z:TT 00 Z18Z 0T i e� i &I I-NU Fax Transmittal Cover Sheet. } Date:-----------------------t V5. 1-------------_ ---------................ To--------------------------------------------------=------------------------- Attention:----------- ---------------------------- ------------- From:--- . --------- -- --- --------- -- - _------•----------__ -_.........._... l � . E �.. --=---------------------------............ . - Number of pages including cover------------------------------------------ ( Please call as soon as possible if all pages are not received.) Fax number: 508-775-4909 48 Rosary Lane, Hyannis, Nf a4s. 02601 508-771.4498 . 508.778,4911 L0 ��lid 6w6V9ZL809 -.E'.;9L. 666L,f98,r.Lt r RD4 FOSTER AsSac r ATES 401 682 2047 P. , 11/04)Q9 TN1' 09:10 FAX 401 724 1981 09H 9NQI%M9tS INC �vux�uuJ 1 North 9mvidlence.Mode 44v+d 029N November 3,1991) Michele Foster Foster Aswciates III Glen Road p®re=outh,Rhode island 02871 RE weeson House Hear Michelle: On Wednesday,Novcrnber 03, 1999, Picld Engineer Paul Wiibnson proceeded to the aforenaes dozed project site is Cotau.s,MaasachusMs. The purpose of the visit was to inspect the ctrarmuction of the house frwaing for general coufornaance whiz the Strucuall Drawings. n Upon a-ti ral at the site, the field Engineer-ea with the E,J.jaxtimex prn}ect supcmteradent,Mr. Bill Sawyer The Field Eagsnct perfotsaed a visual inspection of the accessible porti:oaas of the sttuctusai ftwiing, The stuceural faatzKisBg appeased to be in gCn=l conformance with the tequircmeentx of the Structural Onwings,with the £o11a.�g�ceptoons: • The post to be locrared adjaccut to the elc"tw that is to support am of the roof ridge transfer beams had not Ttt bean iAstalbed, • .At amine locations the sand connections of the parallans beams,wliese not resaiincd by the suttocx &g wood framing,have not yer boon fastaued using either the specked prcfabacated connectors or the specUy de.*td connectors. Phone: 401.7,a.f77 40i.)t't.198+ . ze 3910d Zs:GT 666L/90/LL FROM FOSTER ASSOCIATES do-1 682 20,47 p_ 2 11/04/99 THU 09;Y9 PAX 401 t24 1961 ODES ENGINEERS INc 1004w uw a► -Me conneCdOn of tihe steel c0l=n rap p11M to the paralham b*Uns and the steel columtl ba►seplates to the I floor slab 4d not yet been ax nplcta 'ncc Field Ea&eat nocifted the project sups nntendent,Mr. Sa►wM, abut these ertepti,o s prior to leaving the site. Subject to the above, and to the best of our knowledge,the project has been constructed pet out swacr 21 Drawings. ' if you have auuy quesdcros or require fiuehev information regaraiing this repots please conwr this Office. Sineerelv, h1. David Odch P.E. Paul Wakinsou pz al pidd Enoneer F V5 60 ?Jad 613609LLBOS .16:9T 666Tl90fTT `oFINEi �o* The Town of Barnstable B A RN Department of Health Safety and Environmental Services . t6yq. �0� °rEuys, Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner ti Inspection Correction Notice Type of Inspection ' Co . ;� Location �yg G�R.� Sty Permit Number Owner Builder �J J-x r One notice to remain on jobsite, one notice on file in Building Department. he following items need correcting: Ee ( e � Please call: 508-862-4038 r re-inspection. Inspected by Qz.___ Date (0 '1 ,z..«r..-.'�.;a«'m^e-..✓-rd«+-..--...'i....-. .�._ _.Z � w ..e �..-,... ".�`'•urr..f"."iY'eft'�"�.+r-,'rA-�-sA+"11,"�,/i.:f'fc..,3•^"'rr"""-``.'��.",•!,^-..a-rY+iia+ lrt✓save.{` i'"., The Town of Barnstable BARN E. ' Department of Health Safety and Environmental Services prfOMPy�1 Building Division . 367 Main Street,Hyannis MA 02601 o Office: 508-790-6227 _ ti Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice - Type of Inspection - ' Location AyP Af 0 Permit Number Owner Builder �-� _ X 7 -,-e rr— One notice to remain on jobsite, one notice on file in Building Department. he following items need correcting: Ail l� {t I. lO CGS/•✓. Please call: 508-862-4038 f r re-inspection. Inspected by Date -nr 1-r .w,..> '.n..ir--wn- •.Y`L'•.'«�..^...y'..,.,rti.,:r-„-.....1Tr`ti"^C -'V`n1.i.+.reL,f":.+`.n.;,^-rv-{+-v'+,...,r.J•yr.',.•w+,.a•^ram'--{ _..- v"'+...r.. �+. .r� w.- y ,o.1HE► The Town of Barnstable BARNSTARLE. Department of Health Safety and Environmental Services Y MASS 0 . prFo MAC Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner A Inspection Correction Notice fType of Inspection !� Location t�Y �" " Permit Number _ � I Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: 1 t V1 1 c7 w r `yl Ir 0' V) Q ISfY5 OUe -2 `I r Please call: 508-862-4038 for re-inspection. Inspected by '—wnA i Date �J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map 17 Parcel 20 Permit Health Division , C ` � '�1 :0,0/P Date Issued Conservation Division .� e' Fee 3 S�C� Tax Collector SEPTIC SYSTEIIAI p'll�5 'R Treasurer �' �° INSTALLS® IN COMPL"I410E Planning Dept. - a-63 WITH TITLE 5 .ENVIRONMENTAL CO®E AND Date Definitive Plan Approved by Planning Board —' TOf� 9 6' IREO ULAT'IOmS Historic-OKH Preservation/Hyannis Project Street Address 1488 Main Street Frll�` � �/ "La- 41 t ' Village Cotu i t Owner Victoria Wesson. Hope -Address '1488 Main Street , Cotuit r�►" Telephone Permit Request Construct new Home Square feet: 1 st floor: existing proposed 2 9 71 2nd floor:existing proposed 14 9 0 Total new Estimated Project Cost $495 ,000 Zoning District RF Flood Plain No . Groundwater.Overlay • j Construction Type Wood R e s i d e n t i a l 3 .47 Acres Lot Size Grandfathered: ❑Yes ®No If yes, attach supporting documentation. Dwelling Type: Single Family (il 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) 1372 Number of Baths: Full: existing new 4 Half:existing new 2 Number of Bedrooms: existing new Total Room Count(not including baths): existing new 8 First Floor Room Count 5 Heat Type and Fuel: '®Gas ❑Oil ❑Electric ❑.Other HVAC , Central Air: ®Yes ❑No Fireplaces: Existing New 2 Existing wood/coal stove: ❑Yes ❑ No Wta8hedRara�et Q existing ®new size 904sgP6ol: ❑existing ❑new size Barn:❑existing ❑new size n er ea Attached garage:❑existing ❑new size Shed:dexisting ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ - Commercial ❑Yes ®No If yes,site plan review# ' Current Use Proposed Use Residential BUILDER INFORMATION Name -F .J . Jaxtimer , Builder , Inc . Telephone Number 778-491-1 Address 48 Rosary "Lane , Hyannis License 003251 Home Improvement Contractor# 110609 Worker's Compensation# WC97-695028 ALL CONSTRUCTION DEBW RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ma is Dumpster SIGNATURE - DATE FOR OFFICIAL USE ONLY u _ PERMIT NO. F • DATE ISSUED + , MAP/PARCEL NO.' ADDRESS +'` VILLAGE ,r OWNER DATE OF INSPECTION FOUNDATION FRAME INSULATION .4t A�? FIREPLACE 7 9 - _ fS S • ELECTRICAL: ROUGHS r- �= FINAL' PLUMBING: ROUGH+ FINAL i cl GAS: ROUGH FINAL FINAL BUILDING 100 DATE CLOSED OUT IOT`t lo-D w 4 ASSOCIATION PLAN NO - {♦ , t REFERENCES: ASSESSORS' MAP 17 PARCEL 20 CERT # 58516 R-418.37' R=3 5 7,g 2' ZONE: RF �JU11" E L=50.00'A, N 72 49 IMUMS 52 q5/ � AREA = 43,560 S. F. # 1488 o p' 0 FRONTAGE = 150' 0 /� 0 0 WIDTH = N/A rn 0 FRONT SETBACK = 30' - ® ® o. SIDE SETBACK = 15' New Concrete REAR SETBACK = 15' Foundation / LOT 11 / / �� 151,114 SQUARE FEET t(to MHW) 3.47 Acres / N' -A Dom/ �0 0 \-D• I rp / v / o �- 7 L � v O O 2 � it tl Q LO o ��k �f 1`-0F�, I certifythat the foundation RICHARD `'yc;`. shown hereon conforms fo the R. = setback requirements of the LHEUREUX Z, Zoning Bylaws of the town PLOT PLAN No.3;312 9 Y I N �FctM 1;) of BARNSTABLE. A cn (Cotuit) Professional Land Surveyor Date �/,�nSS. NOTES: DATE. 021MUAIJR1919 SCALE. 1"=80' 1.) The structures shown were located on the ground 0 40 80 160 FEET by conventional survey methods on March 2, 1999. PREPARED FOR: 2.) The property information shown hereon was Victoria Hopi compiled from available record information and does not represent an actual on the ground survey. 3.) This plan is not for recording and is not PREPARED BY to be used for construction layout or deed Cap(9,9ufry description purposes. PO Box 718 Hyannis MA 02601-0718 DWG #: C334ppl FIELD BY. RRL/RJM (508) 790-7902 / 790-7905fax !iR \ ' r '. STREET + _ � LOCATION MAP — _ ------------- 1 is .- ..1 .s. $ / f ,..:: �>= .................................................................' ;:: :: : .. : ..�:::';:;'.....'....:::':; f :; ........ ::......::::::.: ....................... ,r o i '::'::'::::'::'::':::::::::::::'::':::::':::•:: :::Pw'w '........................... �s;- / . off. ............................................................................ . .............................. .................................................................. i i .................. ................... ....................... .. r: ,'::::'::::::::::....................................... /' ............................................... ............................................. ......................... 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':..:.:':. .'::............:: ..........................:':':::::::::::.�:::::.�::::::::':::::': Ti.`Y. ..... ..:'::: ::.....'....'..':.'::.':.:':.:':.':.'::. :':�'..• ter. .`Yl:'.:':.::'::::.':.:.'.:...:. .:'...':::...:::':. e ... ...'.'.....'.....'.'........':. SEPTIC SYSTEM SITE PLAN "ro"'� ..^"""""' •:IF•.•. '.:.::'::.: ' AT &dIvm Fzgft ft Inr- C8p9.SUf V 1488 MAIN STREET . :.. : ...:�I...... . or.rrrsf wt+r rw.ou Q :•.':r'::':.'.:'::.:'•::::. COTUIT. MASS ' 8 �:::::•::•:::....:::•::::::• �...�... o.r 1M✓.a.MhA I".21r + wrd ••••':.':.'' •':':•:..•:::':::•::..:.......::.:':.'.�:•'.::'::: I O71 5112 Ll'� STORAGE. VENT 1 TWO 07 GARAGE — c<ce cc wnu I I n i v ���gym°nwwn PL�YROOM i ' ® \ i I � CRAWL SPACE I BACK PAL i I b.i �YV ® ® i�i _ -i:..ROPE RaILiNC. i-\r •\ // \ r-erzmeieR oleem " b FIREPROOFe•. a L STORA lE corJCREre aLOGc '-I e. s'.••� I...p. • �oo Ii / iI _ DeecrmCYo: RW^�: ^ warER mexinrea e.eeneNr rawR rraN UJESSON HOUSE 1485 MAIN STREET "'""'°""""•° COTUIT,MA55ACHU5ETT5 w"• Sole �'•r r er BLVE5TONE TERRACE SET IN SAND BLuesicne PA I ` ,L ER, ,, roR T-- s° I Qm�a I I I ranaRen_oe �a atr ILIVING ROOM '\ DINING ROOM y ppBRART •© a swore - ' a-j' s."tlDL CLOcE / n�rxwie seat L I SERVICE WA L 5 kP Ens eeDRoon I CLOSET A m'A hcOcw-cca rim DRE$5 )€ESeE'im per TS, I - \ I I uO ice% ` RETCH to aTilc el— ° )� ENTRY HALL C B ® T law neneRan_oe�K pm- - —TER A—1-1 ,IRnT«o°R Pin WESSON HOUS Ile 1488 h1AIN STREET E`°`r"'m'"`��� ra COTUIT,M °T•.ASSACNUSETTS I �,r \ \ r ---------- ----- 1 ° � ICTORIA'S BEDROOM OFFICE\ \ \ \ \ 551w-'Roo 71 I IT. UPPER _ CLOSET / n I mn M L——---- _— ___ K ' III � _ • .. - .. __ - xvme: vmrea I<m aecvNv now w, UJESSON I4OUeE 1488 MAIN STREET � � GOTUIT,M455AGNU5ETT5 r 4r I • �PEac�� � P\.�� I �' HI P*cu ® -prtc•' �4 PsG\ \ '�4LlEY d RWec: soxere nasccinres a�v�nv . LUE55ON I-OJ5E 1488 MAIN STREET GOTUIT,MASSAGHUSETTS IAI FX., \ IT E A S T ELE v A T O N NIT—wR IT— nFculmcrwea�oRnoe nepuxr Rocs 9HINt.�ee 1 LEI © L � 0 � NORTH ELEVATION Ry�¢Y: roSreR<xcr.are° e�vsnan UUE55ON HOUSE 11e� 1488 MAIN STREET 45 sw ,. 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I I - >.rv°u,�aver[xvsa rmo5x au Pawmays P.�wn I f ro.csr.maw: e au uuG nRC b sM1Ns Cw POsls mduR°aw PGM/Ha I aK Su(srwxnwa L______________Aucr twwe aeo,r wos a'rxwus en�awsauvs w+ 'iouwaa�n s a' euaxuc wau(r vN`1 .r r,• AL4 Iw 1 __ I wO,F a ro s'sC[ Ka L OCa na+s wea b' wa wu BEAarwc�uian wENfw 9 Bula4v A,!Oa��1EYEi��� �S�Rw aA0`f[WF - - (aenK)(m) ««. (rv➢1 _ �^ 0D � o�ID`��a✓M rMEAESEFa . - ,w[ewsC PFaHIC P056 LNea au uuL II-b ae PaR�uw taus m )Cw BLW-ry� Ba/SbwSKo Br Sm% �. rMWApe6rovwM���OM BEwm'G,(�`Walta Ft a ram' I. aw(°Pawa, ,,a-rerocarrs smucuoa,cauww ae°�c rrm..uw.a, �,. WE550N HOUSE 53 6 488 AMIN STP_EET 3 � v oas,n rvanac s COTU!T, A\ASSACHUSETTS l =P= ", a,m I • I. (Yf DWG) H• a' su�R:au- isN:sN' sNM.stbw- yMiNJ� (uwi)u Y,u ow �(m.J wg I I �� LL, nB�1p'�s ire sapauN I I i � ppsr(rvpl '1 ! I I SN trN p I 1 e o� anow(Ye ObF vl II G F M s���• o� I _—._. r l\ / RS(1Ep5 pµl / - --- --� / ROOF FRAMING PLAN •OMMGI 0.nrwn.W�t 4MUUY x'o2R)RB Ltd,[.>-SxMG . _w(41°"mp��s Bcurs sRau ee.RN syr n ww"w°p°o-.`sRr�"'w a - rocEnrm umuc 5/B•. . ���saY'oas°4B a JY �rw>�lspaavmA . - - �• - - - NvtXp,tl F RBPpIS Pui.RL F,R,uEi sK Sp,r/S - _ v '-�.- M1 RVER 1p a opawN45 FPP AppRMat(x2Pona vats mauvlG r�°armv . t4 w4SSS�rv02p oTKRWY.PROWN PoSIS UVBfA a4 uUt B-T.CN Pa�uu BEauS ' (um)b BGu Ita FCA}&tS BEAM �5 SLLt pBSi �ppERpE�PAR,W4 P0.sis uaY ALsp�UYu - a/EJ(rrortal) ' t2®-IMYG RS 5 r/S r/s pMatVu Po.sr M B[nraC(iro,uN0./ ' I}�_utara 2s sxR Bv¢r mawvB fmaeB../R4 ttaw,wo e,rvancwt) WES50N NOU5E 1488 b\AIN STP—EET s COTUIT, MA55ACNU5ETT5 v f wuL �iras`�lm., �� oxas fm., wut wsacs.(r�n.J - �'^^�tsr�ycc�r m�m^'w CauuN I x-r. oFr L ouLL rr+al ,/."so-M1oaz lrr�.J A ta.s.Hrt c60t(rw.) AM'rsN ra A>:a Suarl°og � V S.'-6"B2 V h'-s' f�l-fir b°. sr O as 0. roa w z,h We(ivJ� x e, sr m,rwrK lrrn.)� mwrxce(rvv.)0°r r/a,„'c(�.1 pj-_n rtom+x,up° ' 'f• S-P mNr. - A•�.'a w' ` tN.uN vwe.Wnu eGu h,S rt°ae A5 V3]'-ram— S-P mv[ rs .=III—III — )s cp O'rN car _I I II N' M�.M yea —m . - � p pWwiID xCrw � _ P®£CIXVNN lhIX➢.,1° ro cc«cvFrz Wut avcxem wut ro cavcvcrF WALL - s2n�`lrnJ ,o�P ��wu, ?LP r�N•n a,°•aF. ,LP ran o,w"as � o IXta W,LL e:soi(41— .•talc. aaJ .v.�"a`+cw,`°"`°f sua"'a;w"",or n„Nrw esorcNr '� z• A mrsw a.aa�cC sae V p-e" S"n�ro .� -r- t3� .r (/-P (xF rm. r�WJ •� —� �zaF10 z P c°Nr - � S-Pmvr Aaa SECT_IONn SECT_ IONn SECT_ __IONn SECTIONn SECT_I.ONn SECT_ I ,n--r-°• S5 sc.,E,n._!_o. 55 ue rn•-r-o" S5 ue:,n-_�-r-r-r CSSJ .LL:,n._,._�• �SSJ sc.. LSSJ h arxcrF° ec°t(re.J h v ,m r 'xwFw w N,eF° lrro.rNwvta.°ti I r�nuarc«a,n e b Aa r/a'wx cw(re.) aaw.asi a cw w,u r,• .r al a�q _ w s°F sae N s,e� a r rz htz Sn°nccu x T r}P r �a:°pro rso maeo npsra�NM1< I urmJ pall" Y-a - rY ,rr n,sass e,u z-P car �P,�uNc �Nes, ' tm`o NOvuH"Fsi ca SECTION is SECTION is K.,, a�a w° SECTION S5 TYPICAL CMU LINTEL ��aaV�,eaa° �v:".�-° S5 NErrY_,•-°- 58 SECTION Ls,r., =�:,n--,-e Nax.tF P e rY as °sp6 up CmEs Aj Cl o Sr Yaa 1OVL �9_Y/Eif rws ul a .Ara snttr (=)-P—T. SECTION Lz P rzF5 9 I)I�III I= � nl I II II , II_:11a=1II_ I: ° aaW _ —:I°°d I v�e�a,aaar III III=III Ilf Ilol�( III III=Tf(—u1: _ ,eF I—III=1 11=III I �IIi II I I ,>,....I=U 11=1 I I� P oar Wa (=rP aa.r. �z,a" rz�P wtr Q51M.n".1 )—z-° (,+*1 rz}P�rwj r_o•—I � _� �A}W eor�sJws NOTE: COORDINATE ALL FINISH GRADE ELEVATIONS WITH ARCHITECTURAL SEC ION v SECT__ IO Nn SECT_ I0 SECTION io SECTION 11 DRAWINGS AND SITEPLAN yr-,._o. SS e:rn._,.-o. �95J cue:,n••r_o. S5 scue.r,r-r-o. 55 (TYPICAL THROUGHOUT). I] LJ I� uu pm— WE550N HOUSE 1488 MAIN STPEET �°xoee o� „ .,r ooF� wsneos J e COTUIT, /X\ASSACHUSETTS e0 _ � • t ��K xart, . g0 �a�<xs"r'wwmcrorsxrcMm,el`c��i»xsrA.w,,woseB ,wxas,�`,wwxa 1 2 vu(mw u[.nrb[s urvurm mnnv,. g0 IIb ([orLwo:.i.x"[�x excsJ v:;.w. ge ySfi wGrr(E a�N o Fp000a✓vA nssx [TIT b 50 s°rnnnwrxi caYuxrx [<'e ix °as I � 00 �✓u.Ln'ACIVFLD�YB xOiNl`�i5,5ips5pµn�5x.Vt BE vsrvw0 0 e rs rna w[wrw Bns[vv[e,saiu rm..seuel.l=s.sueu'r sxm mm N Leer.(Brr+7°rY O.a Q,yZ .sMI TT_-1 arlawz er=•o.c. h I rI cvc.aL-r.w,u aa,erz°raxo.nax xarzs � KEY PLAN � n°rao= o •° T°u o[ Acwememays BcSxasaL<rrw[w„onxo•olc sxrc• •j" --� p[a., as "� �' ��,. xn u.�[ ��„�,,,w=m, = Al—I.r� B. i SECTION SECTION z sfi "T ore. x Rom , ^xa a«—a o wmA a x,na o a.«..snu`rouva,na wu,s`�VMM A[nw 1 A I'-O'rni£MxrNL t K mC )-/3[dr. wuL(Y1rpr i,(.JCr roj m vxc.c e.m lw=r"rox-'.0[l zw rc u< _ B a nv 5�r.'�Lia=°°w[IIr.'w0.uat. _ -a.c :Taa yre[v=xn naaa s°B aanrwe ars-Jr a s _ n• , v x fns®mAaaaW MB�'sSE"ssIf<Em[aw.W irsrma�rDn"mv+rurt"-oLaiw�v�wuo PeanaPm°xxf Oa,`eBO!nio�O agw�s"sr"�Nm[e`La.�`[r�uy xeao`azeR.",i*JPr"m t-Cw�ax NE sOo'"rs,iWrr�"[a s'fE•ern�"^ux eairyS•eGrx[w�&.raeEllo_�. 12 a c�E HumOuwaF�u lKOmnetO�2e sn,,W t.rwisLrsry u5mapx[.v n rte.wmCM1°rtY cers<a s S ros rmirr u I em) wrz SECTION s m m�+Lrt ys M.t sae Wxa.rsukP5ow+tno mnwnOx.UCm.�rrvorFxutr.r[.[m 17. 12- �Drv.�c[w '5l iixexx ii'/_-• wrwemaurxr wm=5 xwww isms o-wrm�cnays x,T[Inxe xaarzwru iaoo�a��arw�a",s<BLrxixs�a.SJ I I—I•-a•�I "'-°'" F---"O- 60• NOTE:COORDINATE ALL FINISH GRADE S _T Ip Nn ELEVATIONS WITH ARCHITECTURAL SECT_ __I.ONn SECTION�1 _ TSB DRAWINGS AND SITEPLAN S8 S�6 (TYPICAL THROUGHOUT. - - � �iv'ax`sn�v�arlr/m'1 I I srza carom - I-5 K uuaA �(rre) cart.Foxrtwpxc e.w ruuvnun J J r n rL..i T ,F�[ 5'rrvwxrnn rs,tsi 5 vvE ca. s/ ,wGwaN BhrS 12- xa. uxcss . wm EIw rux.ai0p I B (iW.IM NR3x 5a'L ae.LxWKEBEO ��'' rI-� 2 I ate. E4!TO£IIGI BFAldxO ✓ r r/z'(nvJ ttw c env � rz'F— . Y x0er(rm) - TYPICAL BEAM TO �TYP. ��0 N_C RETF ii.�. .�a'�'e«s TY C L STE TYPICAL POST BASE BEAM CONNECTION Lg AB TNCL BASE PLATE TYPE—I TYP. BASE PLATE SECTION O E A xo scuc xo swE rawa,L.BxLr�s xoaa owarw>s� xo sc.LE xo sc.lc xo s<K- odoa WESSON HOUSE s SIS ,COT 5T2EET �n w gas �ma s�exam v COTUIT /rnASSACNUSETTS .... Ii • • i = The Commonwealth of Alassaclrusctts Dc arlrrient of Ltduslrial Accidents '�"�L-- Of�ceoft;'�esL�9aUons • 600 Wash in Corr Street M A P PARCEL Boston A-ass. 02111 Workers' Compensation Insurance Aflid \it E.J. ,Jaxtimer, Builder, lac. -- •�' jl_:71—IC : jncation - 98 .Rosary Lane. 1 �.V Hyann-.s, MA 02801 (508) 778—.aG 11 n ca) P. On1C0\iTci jx-iiOiTnlii all \vor}:ill)'SefIF. ❑ j i'--::) sO1c pr Oj%rIC:O aiId 11?vc d10 Onc\1 oTkang in any u.paclt)' cnia.1 CrO.IA03Cr j�]OVld1P� \i O'..CrS CO-i.DCi]S2LOn iOr T71)'Ctl)j7f0�CCS\40 };lll�01, ll�1S�0}h. i ,r. J 't�nt�r'1�-�'r Llll�Oerr 1nC Rosary Lane city F3yanrl�s, MA:: 0260I �iftonct �508)778 4911 rnstlianccco <Easternasuat Insurance Co y1C7 5955J28 . polres it ❑ I am a sr:i.- proprietor,general contractor,or ho>geotivner(etrcle one)and have hired the contractors listed below who have the following workers':compensation polices: :. ..:.:.::....:..::... Co T1 addre. s n c ,:, c . es :'a s- .cite 8n Vf- - s a`ncee X. Failure to secure coverage as required under Section 25A of MGL 152 can lead io the imposition of criminal penalties of a fine up to S1,500 00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine orsiou0 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. do here)cer, the pains and penalties of perjury that the information provided above is true and correct. SignatureDate Print nam Jaxtimer, Builder, Inc. Phone# 778-4911 _ v 'official use only do not write in this area to be completed by city or town official it cih•or town: permit/licensc k f l Building Department CjLicensing Board 0 check if immediate response is required Selectmen's Office 01-1calth Department contact person: phone#; f-lOthcr ' .;_' •.:ems-�:::•.k c`r+s•::} E- (r viscd 3195 PIA) s- k I MAScheck COMPLIANCE REPORT f I I I Massachusetts Energy Code Permit # t MAScheck Software Version 2.01 I I I I Checked by/Date 1 I CITY: Falmouth STATE: Massachusetts HDD: 5713 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 12-17-1998 COMPLIANCE: PASSES Required UA = 1309 Your Home = 1308 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ---------------------------- - 11 353 300 3.8 CEILINGS 76 CEILINGS: Raised Truss 2654 30.0 3.8 4300- 190 37 225 WALLS.: Wood Frame, 16" O.C. . . BSMT: Conc. 9.0' ht/7.0' bg/0.2' insul 240 11.0 1.6 0.600 6 59 GLAZING: Windows or Doors 1016 10 0.980 55 GLAZING: Windows or Doors 56 1.960 55 DOORS 28 43 FLOORS: Over Unconditioned Space 1329 30.0 4.1 174 SLAB FLOORS: Unheated, 2.0" insul. 169 0.7 HVAC EQUIPMENT: Furnace, 95..0 AFUE HVAC EQUIPMENT: Air Conditioner, 20.0 SEER ------------ -------------------------------- 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 Code. 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. Date Builder/Designer s MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 DATE: 12-17-1998 Bldg. 1 Dept. 1 Use I I I CEILINGS: [ ] I 1. R-30 + R-3.8 I Comments/Location [ l 1 2. Raised Truss, R-30 + R-3.8 I Comments/Location I Insulation must achieve full height over the exterior wall. I I WALLS: ] I 1. Wood Frame, 16" O.C., R-19 + R-3.7 I Comments/Location { I BASEMENT WALLS: [ ] I 1. Conc. 9.0' ht/7.0' bg/0.2' insul, R-11 cavity + R--26214 continuous Comments/Location i I WINDOWS AND GLASS DOORS: [ ] I 1. U-value: 0.6 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ ] Yes [ ] No [ Comments/Location I ] I 2. U-value: 0.98 I For windows without labeled U-values, describe features: I # Panes Frame Type Thermal Break? [ } Yes [ ] No I Comments/Location I I DOORS: [ ] { 1. U-value: 1.96 I Comments/Location I I FLOORS: { J 1. Over Unconditioned Space, R-30 I Comments/Location l I SLAB-ON-GRADE FLOORS: [ ] I 1. Unheated, 2.0" insul., R-0.7 I Comments/Location I Slab insulation to extend down from the top of the slab to at I least 2" OR down to at least the bottom of the slab then I horizontally for a total distance of 2". I I HVAC EQUIPMENT: I l I 1. Furnace, 95.0 AFUE cr higher I Make and Model Number [ ] i 2. Air Conditioner, 20.0 SEER or higher I Make and Model Number I I AIR LEAKAGE: [ l I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. When i installed in the building envelope, recessed lighting fixtures I shall meet one of the following requirements: I 1. Type IC rated, manufactured with no penetrations between the I inside of the recessed fixture and ceiling cavity and sealed or i gasketed to prevent air leakage into the unconditioned space. I 2. Type IC rated, in accordance with Standard ASTM E 283, with no I more than 2.0 cfm (0.944 L/s) air movement from the the I conditioned space to the ceiling cavity. The lighting fixture { shall have been tested at 75 PA or 1.57 1bs/ft2 pressure V difference and shall be labeled. l I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed I ceilings, walls, and floors. I MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating { and cooling equipment and service water heating equipment must be I provided. Insulation R-values, glazing U-values, and heating and I cooling equipment efficiency must be clearly marked on the building I plans or specifications. l I DUCT INSULATION: [ } I Ducts shall be insulated per Table J4.4.7.1. I ( DUCT CONSTRUCTION: [ ] I All accessible joints, seams, and connections of supply and return I ductwork located outside conditioned space, including stud bays or I joist cavities/spaces used to transport air, shall be sealed I using mastic and fibrous backing tape installed according to the l manufacturer's installation instructions. Mesh tape may be I omitted where gaps are less than 1/8 .inch. Duct tape is not I permitted. The HVAC system must provide a means for balancing I air and water systems. I { TEMPERATURE CONTROLS: [ } I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating I and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/coaling system is I not greater than 125% of the design .load as specified 1 in Sections 780CMR 1310 and J4.4. i [ J I SWIMMING POOLS: I All heated swimming pools must have an on/off heater switch and I require a cover unless over 20% of the heating energy is from I non-depletable sources. Pool pumps require a time clock. I [ ] I HVAC PIPING INSULATION: I HVAC piping conveying fluids above 120 F or chilled fluids z ( below 55 F must be insulated to the following levels (in.) : i I PIPE SIZES (in.) I HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-l" 1.25-2" 2.5-4" I Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 i Low temperature 120-200 0.5 1.0 1.0 1.5 I Steam condensate any 1.0 1.0 1.5 2.0 I COOLING SYSTEMS: I Chilled water or 40-55 0.5 0.5 0.75 1.0 I refrigerant below 40 1.0 1.0 1.5 1.5 i [ ] I CIRCULATING HOT WATER SYSTEMS: I Insulate circulating hot water pipes to the following levels (in.) : I I PIPE SIZES (in.) I NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS I HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" k 170-180 0.5 ► 1.0 1.5 2.0 1 140-160 0.5 1 0.5 1.0 1.5 100-130 0.5 I 0.5 0.5 1.0 I ----NOTES TO FIELD (Building Department Use Only)------------------------- /J 4 ri i rJ u•r �j ^•rr tic �•Yrr:�� • I� .YY�1M. • • • • • AIN • 1 ' ���r :_te, .ti r `t; ''k,t" `�- h i � �t't -. � {�'�^er� "`t�yl��j. x�1r��i .t�'�•�k��^��"�` ,i%, .'.`-�+` Y rr 4 y. t€ M w • 0 .. '47 °q --f!N 6t r'4 �v-=- ,ram+- i L -�,y cq. S.S'i� _� '✓/yr b��" G '^�v Z f" • �'-f'�'= �i• • • .;, JF 44 E .at, * f xS�i' ter.^ '*i l aq ml e j p a.�y tl"_:. .. ..... 77, jj r ��'��S(r' lY l - 3 .{i ?t 4.. ` r 42. iE4 _trr lt �.,1!]J'�jC'i� �p 51, F M• i .y, /. • ,y,. 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