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1194 MAIN STREET (COTUIT)
i� �� a 1� s� �.. �, ��� i 1i . , . ._. , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION `Map 033 Parcel o x Permit# Health Division — la �. �( � Date,Issued q. �I Conservation Division o D v Application Fee Tax Collector Permit Fee ®--- Treasurer ., .+.�;•.� •�yiJfUpf`-._ SEPTIC SYSTEM MUST BE Planning Dept. INSTALLED IN COMPLIANCE Date Definitive Plan Approved by Planning Board WITH TITLE 5 ENVIRONMENTAL CODE AND Historic-OKH Preservation/Hyannis TOWN REGULATIONS Project Street Address Village Csf 77_//� Owner Aoel #Nfes' A/ .m re it/ Address Telephone Permit Request t1 Square feet: 1 st floor: existing 900. proposed 5—;& 2nd floor: existing 1AD proposed _536v� Total new Zoning District Flood Plain ZoN� �'° Groundwater Overlay Project Valuation Wd-, Construction Type Lot Size /4120.:5- Grandfathered: B<es ❑No If yes, attach supporting lc'�umentation. 1- F , Dwelling Type: Single Family W Two Family ❑ Multi-Family(#units) Age of Existing Structure 770 Ldea.s4_ Historic House: ElYes 2<� On Old King's Highway: ElYes M44a' Basement Type: ®'Full ®'Crawl O Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing CA new ;!9 'off ! f 1alf:existing new Number of Bedrooms: existing_ new Total Room Count(not including baths): existing S new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Centrdl Air: Kes 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 9'No. Detached garage: 0 existing ❑new size Pool: Cl existing ❑new size Barn:❑existing ❑new size Attached garage:2'existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ ,Appeal# &bfP Recorded 0 Commercial ❑Yes o If yes, site plan review# Current User �-( Proposed Use BUILDER INF RMATIONe411*6Z5S—,._?Ce1-6ZS-1 Name 0 / Telephone Number Address License# SST Home Improvement Contractor# Worker's Compensation# 146)e,142 r ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO - a; DATE IXSIGNATURE r 1 FOR OFFICIAL USE ONLY Y , PERMIT NO. DATE ISSUED MAP[PARCEL NO. ' ADDRESS VILLAGE ' OW''ER -! . •^ter _! I / .. •• • DATE OF INSPECTION: FOUNDATION a fa0 poy- K�4�;�d+�f $�2 ��- �j'i�lp� c� Awls FRAME l J '�l�Rl �� (y�l yl -��-Sje- INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' ,.• m .. n ` r GAS: ROUGH �.. FINAL ' FINAL BUILDINGo •f r i DATE CLOSED OUT ASSOCIATION PLAN NO. � r Town of-B arnstable R egaory ex'aces nsT Thomas F.Geiler,Director ss s6$9. Building Division "lac MAC k g • Tom Perry,Building Commissioner' ' 200 Main Street, Hyannis,MA 02601 Office: 508.862-4038 Fax: 508-750-6230 • Permit no. • Date ' A=AMIT HOME lMYROYEMENT CONTRACTOR LAW SUPPLEMENT TO PERMC'x APPLICATION • Mm 0.142A requires that the"reconstruction,alterations,renovation,repair,modemization,conversion, improvement,removal,demolition,of eonStructioa of an addition to any pre-existing owner-occupied . bw'Iding containing at least one but not more than four dwelling units or to structures which are adjacent to •- such residence ox building b e done by registered eontractoxe,with certain exceptions,along with other requirements, a �� Type Of Work: / Estimated Cost Address of Work: D of Application: a ate I hereby certify that: Registration is not xequixed for the following reason(s): ' ❑Work excluded bylaw . • ❑lob Vndar$1,000 .' • []Building not owner-occupied ' []Owner pulling own permit , Notice is hereby given that. , O p,S P-ULLING THEIR OWN PERMIT OR DEALING WITH UMEGISTERED COi'I'!'RA•CTORS FOR APPLIC4,li DOME IMPROVEMENT WORK 1)0 NOT EA.YE ACCESS TO THE ARBITRATION PRO GRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDERPBNkLTMS OF PBRMY Thereby apply for&permit as the ept of the o m : Da Contractor Name Ite9istr2donhl0, r OR Owner's Name . ' The Commonwealth of Massachusetts . Department of Industrial Accidents' 600'Washington Street -.tilt Boston,Mass. 02111. Workers'. Com ensation.,nsurance Affidavit-General Businesses FBI oriAress �J® ' A-9 Y Al / sfate ' �^ zip Dc7 phone Vlt work site locatiost full address)* ❑ I am.a sole proprietor and have no one Business Type. ❑Retail❑Restaurant%Baz/Eating Establishment g in any capacity. ❑Office❑ Wes Cineluding•Real Estate,Autos eta)• am an em to er with em Io ees(full& art time). ❑ Other , /////% //%/% /%/�/�//%/%/%/////%///G%%%//% I am �oyer providing-Yorkers' compensation for my employees worki ng on this job. ancf. ,%'.\, ..ii'• 'tr:f? t: `Y'Yi•• .'•",• 1• •rr'• • .i% :1: ,;J :t,; ,,`.\:• •� COIIl 8I1'•IIBIIIE: t` ; `r.. 7'. :+•• , ::.. _ re �••'• } a-0i{ ,•+. ••' + <a'�':a t'S• �(::'t;?'t:: •'•' •,Rajj•t4^ •(t!. .. • .:i:•••' 1 •�� � .i4' .i.•• r.. :1'• J•:.y tt, ri'��w.:.r' t. .t ' 't`.:. '•'a ` 77 �., \, .: �..�"` ::•::.1' ,�'. ,•.. :}� tip'{:, •,. ::�.::.t •�, /Y'� :, ' , '• p'hoii a�#.:.•�.'•: rv.' ,••�• i iirisiirarice.eo:r ..::. /• '.::. �. // he independent contractors listed below who have the followi I am a sole proprietor and have hired t ng workers' ,compensation polices: '. '•t • �•i:.r •�' .t�•' t•�y ,�:',co „F,y�1. J',•4f•;' �•I,/.•t•.;�•I. ' .. .y}i+'.. .1'•+7.^:.••,1• .(l.ri fr %'t;{�i..•l., , .... .•, •rft•••'r' y..�.y,+•�,.� y`s?r:•s•• •-a-+S+,:i.: ... \• � •�'':a. .t.. •y�,! ..��.�.� i• h•'S'• r .I�l• •'(. ,f,.�,•a•r�' !ri. '1• a: ,(~ L V a::•Jir, J! it" ;:r,,S. •;•.•�, ,i '1•r..•• t. ,`r�T•, •`! .t.%: 'i Far ;-�;:• v.!r•'�i•`:'r.�`,'w�:i i i'r •r:' -,:•?:. r�0'1.iC :��' .4Ar...i:...'?'• `{'i.s(.,'r' sir•ance co. ., i..,r, •• ' t •is ,/::r.:y !.:t:.Ir:':��•:.,. . •• .. 0. / :t: •.(; v'�y.J;l. '�.. :1,; (e'' .t •:•.,. Ii.n.:.:i•.1•• •;r•1 ';,..•'.;•.;,^;. �Sintl,'i. •i<,•t':' •1. 4. •t;.,' :r •5?:' Sr..:�� �: i...; n�;:•1.•�. J,+t., ',r..,�f.Jt:�;.: �.i:'r•-t•. coin an. unate: address:. + of N•• - •',, :ur' •.f+ :'4: ••,d. .S, '?• .i.. �•r.c: Ir•a':, -•rS':t.^,' '.)'...;;.. •.<;^•i •:7 ': •(:;;•,• :}•.r. •,�.••:1:5 'i i ::'^i};'••iii'.�.:,' -O11C: :#-.'...,,'. (, •t..!J'•' �:i,:'� insurancetcbi- lx Fallure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to 51,500.00 and/or one years'imprisonment as well as civil penalties In the fdi m of it STOP WORK OPMER and a.rme of$100.00 a day against me. I understand that g copy of this statement maybe forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certify er epains of perjury that the information provided above is Prue and orre Date Signature r.t Phone# _C 'v�? Print name » . - `J offlclyl use only do not write in this area to be completed by city or town official city or town: permitllicense# _ ❑Building D7,n .,.❑Licensing❑•cheaklf immediate response is required ❑Selectmen'sre a ❑Health Department phone#', contact person: ❑Other _ 1 (revaedsegt2003) abr• L•�n�k."�"` y Inforrriation and Instructions. Massachusetts General Laws ch4 pter�152 section 25.r-equires all ernployers to provide workers' compensation for'their. rrrzployees. As quoted from the law', an employee is.defined as every person in the service of another under any contract of hire, express or implied; oral or written. ; is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of employerdeceased to er or the receiver or Anentatives of a y omt enf rise, and including the legal repres ,�P the foregoing engaged in a•� e� . association or other legal entity, employing employees. 'However the owner of a trustee of an individual,partnership,. dwelling house having not'more than three apartments and-who resides therein, or the.occupant:of the dwelling house bf another who ernQloyspersbris to do.maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such.employment.bedeemed to be:an employer. ' MGL chapter 152 section 25 also'states that'every state'or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the.commonwealth for any applicant who has not produced acceptable evidence of compliance with thesutoe contract for the performance of publicthd the work until coinnionwealth nor•any,of its political subdivisions shall en y acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants y checking the box that applies to your 6tdation.:Please Please fill in .the workers' compensation affidavit comp letel ,by , supply company n:arne, address and phone numbers along with a certificate of insurance as aif affidavits maybe submitted to the Departrnent•of Industrial Accidents-for confirmation of insurance coverage. Also•be sure to sign and date the affidavit to the city or town that the application for the permit or license is being The affidavit should be returned requested, not the 1? artmeiit of Industrial Accidents-. Should you have any questions regardin�•the"'law" or if you are ep required to obta.m a workers'•compensation policy,please call the Department at the number•listed.below. City or Towns . Please be sure that the affidavit is cbmplete andpiinted legibly. The.Department has provided a space at the bottom of the t the Office of Investi ations has to contact you regarding the applicant. Please affidavit for you to fill out in the even g ermit/license number.which wi'11.be used as a reference number. 'I'he.affidavits may.be.retumed to be sure to Ml.in thep .. the Depar nientb .n? or FAX unless other:arrangements have been made,' ations would like to thank you in advance for you cooperation and should you have airy questions, ti . The Office of Inver g please do not hesitate to give us a call. FEE The Department's address,telephone and fax number: , The Commonwealth Of Massachusetts Department of Industrial Accidents 6�ce o[il�es��iens • 600 Washington Street Boston,Ma. 02111 • fag#: (617)727-7749 phone#: (617) 7274900 ext-.406 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 Ga _ Residential Addition $50.00 �D. Alterations/Renovations $ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE / square feet x$96/sq.foot= x.0041= LL plus/ from below(if applicable) 4 ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= //3, x.0041= plus from below(if applicable) GARAGES(attached&.detached) square feet x$32/sR.ft.= x.004.1= ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041=. STAND ALONE PERMITS Open Porch x$30.00 ®v (number) Deck x$30.00= _ (number) Fireplace/Chimney (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permmt Fee Pro'cost - GENERAL NOTES: 1 . HOUSE NUMBER: 1194 2. ASSESSOR'S NUMBER: MAP 033, PARCEL 034 3. ZONING DISTRICT: 4. FLOOD HAZARD ZONE: C 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON' THE GROUND SURVEY. 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. 7. THE CONTRACTOR SHALL LOCATE THE EXISTING WATER SERVICE AND RELOCATE OR SLEEVE AS NECESSARY TO CONFORM TO TITLE 5 'LOT PLAN PREPARED FOR MARY HIGGINS & JOHN LECHNER IV IN COTUIT MA CEI/DH FOUND PLAN DATE: SEPTEMBER 1 , 2004 PLAN SCALE: 1 "=20' CIVIL ENGINEERING � r•�T O r r r WETLANDS PERMITTING WASTEWATER DESIGN Iv► lJ COASTAL ENGINEERING OF TITLE 5 PLOT PLANS �� _ `�> PIERS AND DOCKS �1 MICHAEL J i'I N I 80R L COMMERCIAL/RESIDENTIAL I LAND USE PLANNING ' 3 Serving Cope Cod and Southeost�n Alossochusetts \S�ONA �' 101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax PROJECT NUMBER: 04111 TCAD FILE NAME: 04111PP DRAWN BY: L.M: SHEET 1 OF 2 33.7 .8 33.6 33.7 �+ Tp 33.9 TEST HOLE MAPLES 33 33.1 /^ MAPLES GARAGE/ 3 .4 DOGWOOD �o COVER N LOT m pp MAPLES O COVER a 10,_ 1,500 GALL 6w S�6 01.3 p. SEP96' TANK 106 53, E FENCE O •Yy / w 00 O 'R13OR 1 LOU ={6. 2.9 Aov P�°��OF��� S�hE90 / TP �D � ¢ .3.3.0 TEST LE Ex�s x 33. ' `3` J jNOuse LNG wr rn 94/ O EC. 35 38 cn � 500 MAPI'ES :5:OALL6W �/ GARAGE ---- -KITTY -If' OF i / j ,Q STONE ALL v f4ROUNO / �? �a32.7 10' = LOCUST CB/LP `N ----------- LOT 9A 32.8 DRIVEWAY FOUND _ Z 11,305t S.F. 34.9 S W OF E ES"�"tf 4''��'p(j iwW ' S- 117.03' / Sep-28-04 09: 26A P.02 or Gist)99 BOCA National Bul ode(97 ND5)f Ver. 5.07 Bv: Archi-Tech Assoc Inc. , Archi-Tech Assoc In on: 09-28-2004: 09:06.27 AM Prolec* ECHNER-I ocation: 15' FLOOR JOISTS(2ND FLR. C BED#2) 1 Sum arv: J SERIES AJS 20/9 5-Boise Cascade x 15.0 FT 0, 16 O.C. Section Adequate By: 64.6% Contrallinq Factor Allow ' erection joist manufacturers published values. if the design does not match the actual joist loading or span conditions in any way, contact the joist manufacturer for design verification. Joist Span Ceflections Dead Load: OLD-Center- 0.08 IN Live Load LLD-Center= 0.23 IN =L/790 Total Load. TLp-Center= 0.30 iN= U593 Joist Span Left End Reactions(Support A): Live Load LL-Rxn-A= 300 LB Dead Load: DL-Rxn-A= 100 L,8 Total Load TL-Rxn-A= 400 LB Searino Lenqth Required(Beare only, Support capacity not checked)- BL,A= 1.75 IN Joist Span Riqht End Reactions(Support B): Live Load LL-Rxrt,B- 300 LB Dead Load: DL-RKn-C3= 100 LB Total Load: TL-Rxn-B= 400 LB Bearing Length Required(Beam only, Support capacity not checked): 81-43= 1.75 IN Joist Data: Joist Span Length: L2= 15.0 FT Moor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor: 'Cd= 1.00 Live Load Deflect. Criteria: U 480 Total Load Deflect. Criteria: U 360 Joist Span Loading Uniform Floor Loading Live Load. LL-2= 30.0 PSF Dead Lead: t7L.-2= 10.0 PSF Total Load TL,2= 40.0 PSF Total Load Adjusted for Joist 5pacinq: wT-?= 53 PLF Properties For. SEPIFS AJS 20 1 9.5-Boise Cascade Depth Moment Capacity Mcap= 2854 FT-LB Shear Capacity VcaP= 1160 L8 El: Fl= 220000000 LB-IN2 Find Reaction Capacity: Rcapm 1144 LB Comparisons With Required Sections. Controllinq Moment: M- 1500 FT-LB Adjusted Moment Capacity Meap•adl= 2854 FT-LB Controllinq Shear V= 400 LB Adjusted Shear Capacity: vcap-adi= 1100 LB El Required: El.req= 133666200 LS-IN2 El: El= 220000000 LB-IN2 Maximum End Reaction: Rmax= 400 LB Adjusted Reaction Capacity Rcap-adj= 1144 LB Sep-28-04 09= 26A P .03 Floor Joist(99 BOCA Nations Code(97 NDS)I Ver 5.07 By. Archi-Tech Assoc. !nc Archi-Tech Assoc. n n 09-28-2004 : 09:06:28 AM Pro Ct: LECHNER-Location: 19' FLOOR JOISTS(2ND FLR. @ M.RF0) S mary SERIES AJS 20/9.5-Boise Cascade x 19.0 FT (d? 12 O.C. Section Adequate By: 11.8% Controllinq Factor: Allowable Deflection redesigned for simple spans using the of rs published values. If the design oes no s ca inq or span conditions in any way, contact the joist manufacturer for design verification. Joist Span Deflections. Dead Load: DLD Center-- 0.14 IN Live Load. I.D=Center- 0.42 IN = U537 Total Load: TLD-Center= 057 IN =L/403 Joist Span Left Fnd Reactions(Support A): Live Load. LL-Rxn-A= 285 LB Dead Load: DL-Rxn-A- 95 LB Total Load TL-Rxn-A= 380 LB Bearinq Length Required(Seam only, Support capacity not checked): BL-A 1.75 IN Joist Span Riqht End Reactions(Support B): Live Load LL-Rxn-g= 285 LB Dead Load. DL-Rxn-B= 95 LB Total Load. TL-Rxn-B= 380 LB .. Bearing I-ength Required(Beam only; Support capacity not checked) BL-B= 1 75 IN .Joist Data: Joist Span Length: L2= 19.0 FT Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor Cd= 1.00 live Load Deflect. Criteria: L.1 480 Total Load Deflect. Criteria: U 360 Joist Span Loadincl Uniform Floor Loading. Live Load. LL,2= 30.0 PSF Dead Load: DL-?= 10.0 PSF Total Load. TL-2= 40.0 PSF Total Load Adjusted for Joist Spacinq: wT-2= 40 PLF Properties For: SERIES AJS 20 1 9.5-Soise Cascade Depth. D= 9.5 IN Moment Capacity. Mcap= 2054 FT-LB Shear Capacity: Vcap= 1180 LB El. E1= 220000000 LB-IN2 End Reaction Capacity: Rcap= 1144 LB Comparisons With Required Sections' Controllinq Moment M= 18D5 FT-LB Adjusted Moment Capacity: Mcap-adi= 2854 FT-LB Controllinq Shear. V= 380 LB Adjusted Shear Capacity: Vcap-adi= 1150 LB El Required: El-req= 1967388DO LB-IN2 Ei. EI- 220000000 LB-IN2 Maximum End Reaction: Rmax= 380 LB Adjusted Reaction Capacity: Rcap-adj= 1144 LB Sep-28-04 09: 26A P.04 Floor Joist[ 99 BOCA National Bu! Code(97 NDS) 1 Ver: 5.07 By.Archi-Tech Assoc. Inc. . Arch!-Tech Assoc Nc on: 09.28-20D4 : 09:06:28 AM 1$rojeet: LECHNER-L ocation: 15.5'FLUOR JOISTS(18T FLR. CC DEN) Summary SERIES AJS 20 19.5-Boise Gascade x 16.5 FT (® 16 O C. Section Adequate Bv: 9.1% Controllinq Factor: Allowable Deflec�rers n "Hoists were designed for simple loans usinq the joist manufact published values. If the design does not match the actual joist loading or span ditions in any way, t nufactu or Joist Span Oeflections: Dead Load. OLD-Center= 0,13 IN Live Load LLD•Center= 0.34 IN =U540 Total Load: TLD-Center= 047 IN =U393 Joist Span Left End Reactions(Support A): Live Load. LL-Rxn•A= 413 LB Dead load DL.-Rxn-A= 155 LB Total Load: TL-Rxn-A= 568 LB Searinq Lenqth Required(Beam only, Support capacity not checked). BL-A= 1 75 IN Joist Span Riqht End Reactions(Support B): Live Load: LL-Rxn-B- 413 LB Dead Load. DL-Rxn-B 155 LB Total Load TL-Rxn-B= 568 LB Bearing Length Required(Beam only, Support capacity not checked)' BL-B,; 1.75 IN ..Joist Data. Joist Span Length: L2= 15.5 F T Floor sheathing applied to top of joists-top of joists fully braced. Live Load Duration Factor Cd= 1.00 Live load Deflect. Criteria: U 480 Total load Deflect. Criteria. U 360 Joist Span Loading Uniform Floor Loading. Live Load LL-2= 400 PSF bead Load: DL-2= 15.0 PSF Total Load. TL-2= 550 PSF Total Load Adjusted for Joist Spacing wT-?= 73 PLF Properties For. SERIES AJS 70!9.5-Boise Cascade Depth: 0- 95 IN Moment Capacity Mcap= 2854 FT-LB Shear Capacity. Vcap- 1150 LB El. El= 220000000 LB,IN2 End Reaction Capacity: Rcap- 1144 LB Comparisons With Required Sections Controllinq Moment: M= 2202 FT-LB Adjusted Moment Capacity: Mcap-adi= 2854 FT-l.B Controllinq Shear- V= 568 LS Adjusted Shear Capacity: Vcap-adi;� 1150 LB El Required: El-reiq= 201614600 LB-IN2 EL Et;; 27Q000000 LS-IN2 Maximum End Reaction: Rmax= 568 LB Adjusted Reaction Capacity: Reap-adj= 1144 LB Sep-28-04 09: 26A P.05 ' Maximum Floor Spans --- Simple Spans Allowable Stress Design ,- 100% Load Duration Glued & Nailed Subfloor Nk*mn cob c rsr++. e.aowa Pwfonr2ane. vo Lead - L"Lin Lose OLLKar 12 14" 10.2" t24" Notes: 11-1 31 40115 181-9' 1$-2' 14%9' 13'-2" 1T-7' 16'-1" 14'-9 1. Spens are for sim " 40 r:20 1T-11" 15 v 14%? 174" 1T-7- 15'4' 14'2" 12-7" ed ems. 40130 16'-7" 14'4" 13'•1' 11'-8" 16'-7" 1 .4' IT-1" 11'-8" 2. Minimum end beating length 40110 '2M"... 1914, IT.8* IT-9- 20'41"✓' A9'-2" 1T-0" 15-9" is IY2"Owm0fwbW 40115 21'4' . 1$.7 18'-10' 15'-0' 11` 18'-5' ]6'-10" 15'-0" SPAS which are 3Y2" 11W 40120 20'-51 1T-8" 16'•1" 14'-.6t-. 2(Y r 1T4' 16'-1' 14'-5' baring tangle. 40130 18'41" W 4' Tr 4V_ 1'3'�" 18'-11" 16'4" 14'-11' 13'-4' 40110 24'-7" 21'-0" 19-5' 1 T4" 23'-9' 21'•3' 19'-5' 17'-6" 3. Maximum spans are meas- 40115 23%5" 201-3' 18'-0' 16-8' 23'-5' 20'-3' 18'-0" 16'-0" uned to between the SW 14" 9/20 27 Y IT-Sir 1 T-8" 15'-10' 27$" 19'-5" 17-T 151-10' pasta(star span)and are 40/30 20'-9' 1 T-11' W4" 14'•7" 20'-9"' I T-11' 16'-0' 14'-7' based on rnifonnty loaded 40110 26'-6" 27-11' 20'-11" 18'-8" 26'.4' 22'-11'.. W-11" 18'$" jests. 40/15 25'tiW 21'•10" 17-11' 1T-9' 25'-3' 21'-10' 19 ly, 17'•9" 4, Total load deflection is Ilmt- 18'' 40120 24'-2" 27-11' 19'-1" 1T-0" 24'-2' 20'•11' 19'-1 1T-0" ed to L1240 49 1�j40 N I • N I N N f. 20'-10' W-1' 18'-0" 1 4" 18-10' IT- " 16'-3" 15'-2" 5, Allowable spans Me into /1 -10' 1 -1 1T-5' 15-7" •3" 16%3" 15'-2" con deration the cart 0milia 9Y5" 1 '-3• W-8' 14'-11' - - 16'-3" 14'-111 effect from ate glued and 40/30 19'-6' 1161-11" 15%5' 13'-9" 18'-10" W-11" 15%5" 13'-9" nailed subflocr for daUdon 40/10 24'-9' 22'-8' 20'-10" 18'-7" 22'•5' 20'•6' 19'-0" 18'-0" purposes only. 40115 2V-W 21'-9" 19'-10" 17"-9" 27-5' 201-0' 19'-4' 17'_" 1IW 40120 24'-1" 27-10" 19'-0' 1T-0 -0"' 27-5' 20' 15-0' 1T-0" s. The adheeives used shout 40130 22'-3" 19'-3' 1 T-7" 15'-8" 22'-3' 19%3" 17'-7" 15�8" be approved for Lurnbof Fraluing 40/10 28'-1" 25'-1' 22'-10' 20'-5' 25'•5' 23%2' 21'-11" 20'-5" PN d to Systems. Framing 40115 27'-7" 23'-10' 21'-9' 19-6' 25'•5- 23'-2' 21'-9" 19'-0' ImdnufOctuor Ploor rer�snwsittenn par 14' 40120 26'-5' 27-10' 20'-10' 1r.r 25'•S' 22-10- 20'-10' le'-7" instructions. 40/30 24'-5" 21'-2' 19'-3" 1T-1" 24'-5' 21'-2' 19'•3" 17'•1" 40/10 31'-l' 27'-0' 24'-7" 27-0" 28'-1' 25'-8" 24'•3' 22'-0" 7, This table was designed to 40/15 29'-9' 25W 23'4' MAO" W-1" 25'-8" 134- 20'-10" apply to a broad range of 18" 40/20 28'-5' 24'-7' 27,7 17.11" 28'-1' 24'-7" 27-5" 19'-110 applications.It may be possi 26' " Lizqi, " -4' 1 2Z-g" 20'- " 18'- " ble to exceed bte limitations 40/10 n-11" 21 19'110' 181-6' 2 '-9" 18'-1 " 1 T-10" 16' of this table by analyzing a 40/15 2741' 21'-0' 17.10' 18'-0" 20'-9" 1&11" 1 T-10" 16'-8' Spec&application with Ov 9'!2" 40120 27.11' 21'-0" 19'-10' 1 T-9" 20'-9" 18'-11" 17'-10" 16'$' BC CALL so%ar6. 40/30 21'-9" 19'-10" 18'4" 16'-3' 20'-9" 18'-11' 17'-10" 16'•3" 40/10 27'-3" 24'-11" 23'-4' 21'-11" 24'-8" 22'4' 21'-3" 19'-8' 40115 2T-3' 24'-11' 2T-6" 21'-0' 24-8" 27-0" 21'-3" 19'-9' 117e" 40/20 27•3' 24'-11' 27-8- 20'-1' 24'-8' 27.6- 21'-3" 19'-0" 40130 25'-W 221•11' 20'-9" I8"4" 24'-8" 22'4' 20'-9" 181-So 40/10 30'•11" 28'-2' 26'4' 24'-2" 27'-11' 25'fi" 241' 27•5' 40115 30'-11' 28'-2' 25'-10" 23'-0" 2T-11" 25'-0" 24'•1" 22••5" 14' 40120 30'•11" MY 24'4' 221.0- 2T-11" 25'-0" 24'-l' 22'-0" 40130 29'-2' 25'-0" 22%10" I9'-6" 2T-1I- 25'-0" 22'-10" 19'-6- 40/10 34'-2" 31'-3' 29'-6" 2$-1' 30'-11- 28'-3" 26'-7" 24'•8" 40115 34'-2 30'-8' 2T-10" 24'-10" 30'41" 28'-0" 26'•7' 24'-9" 16, 40120 33'-11' 29'-2' 28'-7" 27-9" 30'•11' 28'-3" 26'•7" 27-9" 40(30 31'-5" '-0" 24'- " 174' 30'11" 2T-0" 4'•5" 17-6" ' 9010E and ALLJVIST are Imdemerks of 9oise(:e""zde CorporaWn. CQ003 Boise C;*yde Corpufanon Pr r te0 on Bare paper. WWw.8oise8ul1d1ng.corrjEWP Sep-28-04 O9: 27A P .O6 ___...._ __"Fi(ulti-Loaa�T'r�p2iTnf{jg�QIwA Notional Builoina Code(97 NDS)I Ver 5 07 By Archi-Tech Assoc. jnc. , Archi- Assoc. Inc on t19 28 2004 O8,56:50!1M Proje1;QM Location. 14.5'BM. @ CLG. FiAt.UFAMILY 5urn x 9.25 IN x 14 5 FT /1.9E Microilam-Trus ist-MacMillan quate By'. 3.0% Controllinq Factor: Mo of Inertia/Depth Required 9.16 In uniform transfer of loads to all members Center Span Deflections' Dead Loaf.': DLD,Center= 0.20 IN Live Load U D-Centert 0.27 IN =L/651 Total Load TLD-Center= 0.47 IN =U371 Center Span Left End Reactions(Support A): Live Load LL-Rxn•A= 1245 LB Dead L.oZod: DL-Rxn-A.= 949 L B Total Load. TL-Rxn-A= 2193 LB Bearin4 Lenoth Required(Beam onlV Support capacity not checked). BL-A-- 0 42 IN Center Span Right End Reactions(Support 8) 1-ive Load LL-Rxn-B= 1121 LB Dead Load. DL-Rxn-B= 858 LS Total Load: TL-Rxn-B= 1980 LB Bearing Length Required(Beam only, Support capacity not checked) BL•B= 0.38 IN Beam Data: Center Span Length: L2- 14.5 FT Center Span Unbraced Length-Top of Beam. Lu2-Top= 00 FT Center Span Unbraced Length-Bottom of Beam ILO-Bottom= 14.5 FT Live Load Duration Factor: Cd= 1.00 Live Load Deflect. Criteria- L/ 480 Total Load Deflect Criteria: U 360 Center Span Loading: Uniform Load: Live Load wL-?= 40 PLF Dead Load. wD-2= 14 PLF Beam Self Weight: BSW= 20 PLF Total Load wT-2= 74 PLF Point Load 1 Live Load: PIL 1-2= 1786 LB Dead Load PD1-2= 1311 LB Location 11-rom left end of span), X1-2= 6.75 FT Properties For: 1 9F Microllam-Trus Jeist-MacMillan BendinU Stress. Fb-• 2600 PSI Shear Stress. Fv= 285 PSI Modulus of Elasticity E= 190000D PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb' (Tension) Fb'= 2694 PSI Adjustment Factors: Cd=1.00 Cf=1 04 Fv': Fv'= 285 PSI Adjustment Factors: Cd�1.00 Design Reouirements: Controllinci Moment M= 13023 FT-LB 6.81f1 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Controllinq Shear. v- 2195 LB At left support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on span(s)7 Comparisons With Required Sections: Section Modulus(MomerV: Sreq= 58.02 IN3 Area (Shear): S= 99.82 IN3Areq= 11.54 IN2 Moment of Inertia(berl®co A.= 64.75 IN2on} Ireq= 448.05 IN4 1 461.68 IN4 f Sep-28-04 09: 27A P.07 N4.jti-Landed. SOCA National Buildinc Code(97 NDS) I Ver 5.07 By: Archi-Tech Assoc. Inc. , Arc Qssoc. Inc on: 09-28-2004 08:5649 AM Pro ct: 'LECHNFR - LOCatlon: 12'BM. ��CLG. MUDROOM su Marv: ( 2 ) 1.75 iN x 9 25 IN x 12.0 FT 11.9E Microllam. Trus Joist-Mac "'an lion Adequate By: 28.396 Controlling Factor Moment of Inert /Depth Required e.51 In "Larn 3fturrs er of Toads to all members Center Span Deflections: Dead Load. DL.D-Center= 0.16 IN Live Load LLD-Center- 022 IN =U658 Total Load TLD-Center= 0.37 IN a U385 Center Span Left End Reactions(Support Al: Live Load LL-R)(n-A= 686 LB Dead Load: UL-Rxn-A= 472 LIB Total Load. TL-Rxn-A= 1159 LB Searinq Length Required{Beam only, Support capacity not checkedl: BL-A= 0.44 IN Center Span Right End Reactions(Support 8), Live Load: LL-Rxn-R= 1579 LB Deed Load DL-Rxn-B= 1126 LB Total Load TL-Rxn-B= 2707 LB Bearing Length Required(Beam only, Support capacity not checked). BL-B= 1.03 IN Beam Data: Center Span Length: L2- 12 0 FT Center Span Unbraced Length-Tor,of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Bpam Lu2-Bottom= 12.0 FT Live Load Duration Factor Cd= 1.00 Live Load Deflect Criteria- L/ 360 Total Load neflect. Criteria: U 300 Center Span Loading: Uniform Load Live Load wL-2= 40 PLF Dead Load. wD-2= 14 PLF Beam Self Weight BSW= 10 PLF Total Load w"-2= 64 PLF Point Load 1 Live Load PL1-2= 1785 LB Dead Load PD1-2= 1311 L9 Location {From left end of span!: X1-2= 9.0 FT Properties For. 1.9E Microllam- Trus Joist-MaCMilJail Bendinq Stress: Fb= 2600 PSI Shear Stress. Fv- 285 PSI Modulus of Elasticity: E= 1900000 PSI Stress Perpendicular to Grain: Fc_perp= 750 PSI Adjusted Properties Fb'(Tens;on) Fb'= 2694 PSI AdjUStment Factors: Cd=1 CO Cf=1 04 Fv': r,v`= 285 PSI Adlustmr+nt Factors: Cd=1:00 Design Requirements: Controllin.q Monnent. M=' 7834 FT,LB 9.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(%)2 Controllinq Shear. V!: 2707 LB At right support of span 2(Center Span) Critical shear created by combining all dead loads and live loads on sparl(s) 2 Comparisons With Required Sections: Section Modulus(Moment): Sreq= 34.90 IN3 S= 49.91 IN3 Area(Shear): Areq= 14.25 IN2 Moment of Inertia(Deflection) A= 32.38 IN2 Ireq= 179.95 IN4 1= 730.84 IN4 Sep-28-04 09: 27A P-08 Lee Y� m 99 BOCA National 5uildincl Code (97 NDS} )Ver 5 07 ' BY' Archi-Tech Assoc. Inc. Arc tiyTf ch Assoc. Inc. or: 09-28-7004 08:55:29 AM it ProiVf LECHNER • Location: 9 5'GIRTIBEAM @ FAMILY-Ew T. HSE. Su ary 1 75 IN x 9 5 IN x 9.5 FT 1 1.9E Microllam - Trus Joi -MacMillan uate B : 26 3% Controlling Fa oment of Inertia /Depth Required 8 79 In Deflections: Dead Load. DI-D= 0.08 IPJ Live Load. LLD= 0.22 IN = L1528 Total Load TLDt, 030 IN = U379 Reactions(Each End) Live Load _L-Rxn= 1330 LB Dead Load: DL-Rxn= 523 LB Total Load. TL-Rxn= 1853 LB Bearing Length Required(Beam only, Support capacity not checked): BLr 141 IN Beam Data. Span L= 9.5 FT Unbraced Lenclt(*+-Top of Beam. L.u= 0.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect Criteria: L/ 300 Floor Loading: Floor Live Loaa-Side One. LL1= 400 PSF Floor Dead Load-Side One: DL1= 15.0 PSF Tributary VVidth-Side One. TW1= 7.0 FT Floor Live Load-Side Two: LL2= 0.0 PSF Floor Dead Load-Side Two: rX2= 0.0 PSF Tributary Width-Side Two: TW2= 0.0 FT Live Load Duration Factor. Cd= 1.00 Wall Load. WALL= 0 PLF Peam Lcadiriq. Beam Total Live Load: wL= 280 PLF Beam Self Weight. BSW= 5 PLF Beam Total Dead Load: wD= 110 PLF Total Maximum Load: wT= 390 PLF Properties For 1 9E:. Microllam-Trus Joist.-MacMillan Bending Stress. Fb= 2600 PSI Shear Stress: Modulus of Elasticity: E 285 PSI = 1,100000 PSI Stress Perpendicular to Grain: Fc_perp= 751) PSI Adjusted Properties Fb'(Tension'). Fb'= 2684 PSI Adjustment Factors Cd=1.00 Cf=1.03 rd. FV- 285 F'SI Adjustment Factors Cd=1.00 Design Requirements. Controllinq Moment M- 4402 FT-LB 4.75 ft from left support Crtttcal moment created by combining all dead and live.loads Controllinq Shear V= 1863 LS At support. Critical shear created by combining all dead and live loads. Comparisons With Required Sections Section Modulus(Moment): Sreq= 19.68 tN3 5=Area(Shear) 26.32 I43Arep 9.75 IN2 A= 16.63 IN2 Moment of Inertia(Deflection): Iraq= 99 03 IN4 1= 12503 IN4 SEP 13 ::04 10-40 FR 172173700 6172176200 TO 915084770767 P.01i01 'own of i3arnstable ag iata•xy Servica + ' $ Thaw;1.cwltr,Director - . �pGMafss��'teetr gY��+MAtnbOS . . • . .- wyrw.ta`���AtxLrizble.rn�.ve . ' ��x:• �0�-79Q-�Z3G I CY Must ySlp1rte and sxgrn. 719 s C timl If using .A.EuUder C hw?of the subject QrOPCAY .. he�by nu�ri�a, ��/�., rt°°�r�.� �Ci4�di:for in, ; toexg ret�t'ro to Mrk authnri d by brag P° ��pF o .G L r' -.�.""�-.—.gyp-•-.—..-� ALv r i ��� :; 'r.✓30w 09.43 i4 `347?0?E? PAGt.01 :+: : TOTAL. F'AGE,01 >M ✓/ze �� ����uuac./zuaeCld _ pryrvirro�rautett� o� BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number: CS 077754 Bi rthdate: 11%22/1957 Expires;<:11A2 j.2005 Tr. no: 11711 Restnctedi`1.G ' CAREY C GROVER. I PO BOX 1080 t rr COTUIT, MA 02635 Administrator ✓/ie r>o7rriryco�rzurec�CC,/c a�4�aaac/uraeCCa Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR lug ReaIstrati:on-.-'131892. Expiration: 10/412004 Type: DBA GROVER&MCELHENY BUILDER EAREY GROVER 56 BOWDOIN RD. MASHPEE, MA 02649 . Ar1inl�stret�u f MAScheck COMPLIANCE REPORT I Massachusetts Energy Code I Permit # i MAScheck Software Version 2.01 Release 3 I Checked by/Date TITLE: proposed additions & alterations CITY: Mashpee STATE: Massachusetts HDD: 5713 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) . - DATE: 9-22-2004 DATE OF PLANS: 9-21-04 PROJECT INFORMATION: Lechner Residence 1194 Main Street Cotuit, MA 02635 COMPANY INFORMATION: Archi-Tech Associates, Inc. 6 School Street Cotuit, MA 02635 COMPLIANCE: Passes Maximum UA = 641 Your Home = 550 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 289 30.0 0.0 10 CEILINGS 1233 30.0 0.0 43 WALLS: Wood Frame, 16" 0.C". ' 3221 11.0 0.0 287 GLAZING: Windows or Doors, 429 0.320 137 ' DOORS 20 0.290 6 FLOORS: Over Unconditioned Space 1430 19.0 0.0 67 HVAC EQUIPMENT: Furnace, _84.0 AFUE _q------------------------------------------------------------------------------ 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 loadqusi ' building, and the cooling load if appropriate, has been determithe a plicable Standard Design Conditions found in the Code. Thuipmen selected to heat or cool the building shall be no Brea125$ e design load as specified in Sections 780CMR J .4.Builder/Designer Date • l/�' F I • Multi-Loaded Beam[AISC 9th.Ed ASD 1:Ver:5.07 __� By:Arch'= : 09-22-2004: 06:29:10 AM Project: LECH oca ion: O'-BEAM @ CLG.-FAMILY R.OOM! Summary: A36 W.10x39.x 20.0.FT.-_ f is ° ►Controlling Center Span Deflections: Dead Load. DLD-Center 0.27 IN Live Load: LLD=Center- ` 0.29 IN=U840 Total Load: TLD=Center= 0.56 IN=U429 Center Span Left End Reactions(Support A):. Live Load: LL-Rxn-A= 4042 LB Dead Load: DL-Rxn-A=' 3920 LB Total Load: TL-Rxn-A= 7962 LB Bearing Length Required(Beam only, Support capacity not checked): BL-A= 1.13 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 3717 LB Dead Load: DL-Rxn-B= 3420 LB Total Load: TL-Rxn-B= 7137 LB Bearing Length Required(Beam only, Support capacity not checked).- BL-B=. , 1.13 IN Beam Data: Center Span Length: L2= 20.0 FT Center Span Unbraced Length-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom 20.0 FT Live Load Deflect. Criteria.. U 480 Total Load Deflect. Criteria: L/ 360 Center Span Loading: Uniform Load: Live Load: wL-2= 218 PLF Dead Load: wD-2= 148 PLF Beam Self Weight: BSW= 39 PLF Total Load: ® wT-2= 405 PLF Point Load 1 Live Load: ��� �� ® PL1-2= 1300 LB Dead Load: cc �„ -' ® PD1-2= 2000 LB. Location (From left end of span)- .7396 X1-2= 7.5 FT Point Load 2 TUIT Live Load: PL2-2= 2100 LB Dead Load: PD2-2= 1600 LB Location(From left end of span): q�TH FMP`'S®� X2-2= 10.0 FT Properties for:W10x39/A36 Yield Stress: P��® Fy= 36 KSI Modulus of Elasticity: .�I , .0 E 29000 KSI . Depth: I/� d= 9.92 IN Web Thickness: ` tw= 0.31 IN Flange Width: bf= 7.99 IN Flange Thickness: tf 0.53 IN ' Distance to Web Toe of Fillet: k= 1.13 IN Moment of Inertia About X-X Axis:. Ix--. 209.06, IN4 Section Modulus About X-X Axis:. Sx= 42.10 IN3 Radius of Gyration of Compression Flange t 1/3 of Web:. ' rt= 2.16 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 7.53 Allowable Flange Buckling Ratio:, AFBR= 10.83 Web Buckling Ratio: WBR= 31.49 Allowable Web Buckling Ratio: AWBR= 106.67 Controlling Unbraced Length: Lb= - 0.0 FT Limiting Unbraced Length for Fb=.66*Fy: Lc_ 8.43 FT Allowable Bending Stress.- Fb= 23.76 KSI Web Height to Thickness Ratio: h/tw= 28.13 Limiting Web Height to Thickness Ratio for,Fv=.4*Fy: h/tw-Limit= 63.33 Allowable Shear Stress- Fv= 14.4 KSI Design Requirements Comparison: Controlling Moment: M 51125 FT-LB 10.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead Toad's and live load's on span(s)2 Nominal Moment Strength: Mr= 83358 FT-LB Controlling Shear. V= 7963 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 44997 LB Moment of Inertia(Deflection): Ireq= 175.51` IN4 I= 209.00 IN4 C 1 ' A ; I � W 2, 0 1 � i 1 (S) I 1 S o f o f a .. - i� 1. i � D��S$•��[�ay W LL V O r ---- ----�.. w o Q LL I I Nt I w lu f ZLu Q H v FOUNDATION PLAN J F s8 .� _ A-1 a�a am. Q N N � � LJ OJ N � s N L aaY E U J ^� 6ARKaE h W " L o ' i • i oier+�moon � I �j� S�'f i b, li as 8Im LU — — - z + i w LU a w ZF of ui a� FIR 5 T FLOOR P L A N , A-2 O mn . ED O N s4 ------------ ----------- i- -- ' Q . I � I -- w U ro = 0 R 6 8 - -- i� 6 I Y Sa5F i '— -- 7 - - v tu j• z w IU w a Ul N~ ' . w�soc cwe o..a.n. ewe s.owa, W Z$ 2 f~ F� O lu SECOND FLOOR PLAN. Q JO m A-3 U ® mm N B oil U L $ e go u r � , a , . - - WEST ELEVATION .: 9i E4EyE BEOAUSE M DONT KNOW THE DEPTH OR CONFIGURATION OF THE EXI5TING FOUNDATION KALLS OR FOOTING5,ONLY THE EXTERIOR pg E R \\,ye • FACE OF THE FOUNDATIONS ARE 5HOYA1a i y ' . -------------------------------------------------- ul U LU _ Z N f LU WLu < ' e s e Lu Zf = Z� K —._—_ J 60 U w --------------------- • -- ---------------- 5O TH ELEVATION S' m - w� -------------------------------------------------- g Q C N N BECAL6E NE PONT KNOW THE DEPTH OR - • CONFIGURATION OF THE E45TIN6 FOLNDATION. U O 0 MLL5 OR FOOTING5,ONLY THE EXTERIOR Q m to 0• FACE OF THE FOUNDATIONS ARE SHOML -------------------------------------------------- N � --------- ------- — - ------- L U a � Nm 0 z. E A 5 T E L E V A T I O N W z m Wn z UJ rc < U1 d)Q w ml --0 - W Z Q - ---- W y.Rv w 6IL V W aba, �i 3 NORTH ELEVATION , e SMOKE DETECTORS REVIEWED �Nll z BARNS TAB BUILD G DEPT DATE FIRE DEPARTMENT DATE N TN SIGNATURES ARE REQUIRED FOR.PERMITTING s N L 0 oll • V 2 $ E L c E a _._._.�lt_.•___._-__.__. ��0� §_ i:_......„__._�_.___'__.-. __ •� dam. — i _ _� 1 t�Yl BPSEIEl1i . ryl ------- Y G o -_- - { I r W W i ,I A i cwaa.sP.ce j i Z = Q a - - - �� - r----------- ------ - FOUNDATION N D A TI O N PLAN nA —I #,P Y. C IU m U m $o a�a N o s h - 6PRA6E - UJ SREMMY 12 N u6o LEar�l".NO I Ie at §: i4aLe�b i3`Y ________ __ -° ,"� ➢ W Lu a '� ___ 5LFEEN i ertrs y Z O 2d,p _ v 6n J � — FIR5T FLOOR PLAN - A-2 wuLiw+o'� ro W L n N -.. - O 0 00 N n y 3 _ 62 ` s i Q L m _ Hft yt Y p } -- ` r!' I� B nn�ne _ i(b•91E5a[5p• ram• ,, ° a r-r a ........... , _ - � W F ................ --�...... w p wsrez p - •, D_ 6 w o w a s J � N SLE`C-ONO FLOOR PLAN A �� W C �� t � Q - - - -• oil - WL ' 0 ------------------------------------------- U S E F •------------------- ----- ----------- ------------------------- - s&°3sSal3 �' oil � °�P".%�e�SysSSp5y9 e Ali ------------- -------------------------- VF a LU ROOF PLAN H—4 WINDOW SCHEDULE (� m o0 • � Um $o EXTERIOR DOOR 5, i-HEDULE - ® o a = of �.�m.,�esa.n"w w...,.w"a„n°,a., § l •'K"' il® Ii® ^/' L. g ; 3 ------- L ! . :„�, —�.- - - SOUTH ELEVATION M IMI ,n - 3ii �E a mms lu W� � � W IM �'� � S w —_ ----------------------------- ------------------------- ..ee,... NORTH ELEVATION ^—5 1 VV . r r 04 r , ti °mcv ' --------------------------------- EAST ELEVATION-6ARA6E EAST ELEV ATIOH-ROUSE x;MU sue LU F- w 2 1L W � Z Z 0 f Ids' u IT -1 as mg-) R� aamvr I _ maw-n� ; a oa-y r r ' r wl. r � rr ss a ---------------------------- ----------- ---------------------------------------------I -L---------------------------- w. ------------------------------ ------------------------ NEST ELEVATION-6ARA6E ••a ,i• a HEST ELEVATION V�/] ab�- �} BpEE2EYlAY 6AFAGE I . DINRK v 8 5C(2�1 m. r:nK mv. L 1 A PDPI,N 1 BUILDING SECTION _ ., 5GALE.1/-a 1-0' - - USPYOW.. _ E3MV6aaa�Y; LU LU pp•E§6pt°jM �. yy f "01.°II Q z N'`LL/ wa+orzr/ W Q U STanA6E - J N GOD _ PAP ------------- . maoncw�o�'i :5UILDIN6 SECTION ----�nao---------------- ---tJ A_7 LU N I s. 0 SAN MALL y� eEOROan M - _' L m aO ron U a � 0 Y .L �d DINING 1wu U J: _ �wXALL/GALLERY . Q[ u L — Q Q m o a . t ---'-"-----------------------------------------------—--------------------------- - ,..,.��..,roo„�w BUILOIN6 5EOTION �Y y E_ o 5 d Y a 3 f a ¢ x +em i8 d" F t � gaa °a e � of z � .. r w LU ® z N Z ID Y E O DEN = W Q U J = � OA ' BASEMENT - amac�R.u.c� - ------------ --------------- e ame BUILOIN6 GEOTION - �J A-6 U m uoo tl m ------------------------------------------- om N o s L g Q 0 --------_- —i-+'1 I i , I �w i II• ] ,I h f Y t f 'r'l— T r'T;i ®« gg 8fpyy $cc _ _ _$ __ _ __ _ iu�EESts�i31 Q c to Z d � w i LL LU _ _ __ _ __ _ __ _ J 5 LL --------------- FIRST FLOOR FRAMING PLAN A�C7i / 1 J = L U .. I ➢i I 0 d a � T „ '�-------------- ^ „I ---------------- I ,I ——————— II �T_ ----- II II Y, I I I 1 - - __________— I I I I • I I I I I i _ r' _ __ _ s i I 4 r I I I I I I I I I Is� I II IIIIII ,IIIIII ,IIIIII 1I IIII ---------------------- -------------------------- _______ ____ _______ 4 - if s_ _ _ _ � fill ------ -------. %EYsi dg,�SS 3yy E$, a _ LU y a' i I A o Ck o s N � Z Z LL 5`E"ONP FLOOR FRAMING PLAN A-10 c q � a L u I a � N __----________--__-___________________i. - m.•n�a.a+w i _ t - .. roe ai9HLLI W Q W . Q o . d W F d IL ILI E ------------------ ---------------------------------- ROOF FRAMING PLAN A-11 Y IDEPARTMENT OF PUBLIC SAFETY 1. ONE ASHBORTON PLACE BOSTON,MA 02108 LICENSE COWSTR. SUPERVISOR EFFECTIVE DATE LIC-NO. 06/30/1993 i17111 a ROGER 8 REIDP BOX ° CQTUIT NA502635 $r � Z m NOT VALID UNTIL SIGNED BN'LICENSEE AND OFFICIALLY STAMPED-OR-SIGNATURE OF THE COMMISSIONER - SIGNATURE OF LICENSEE ` I t Oc", IV:�o '�-+ I T7 S\Y F o+1° W2 `ra =K I. a O> > CL m C 3 W d [n a lu amoam � 3 Zo w I=ILA � � t 1 777 T 03= 1?,DZJ CCIDENT$ (100 �a•t`cs_ 4C 7% 0C+ I;OSTON. 3�ifLSS/,C��US3—ITS 02117 'WIDRXER COMPENSAnON INSURANCEAFFIDI.VIT 1. RED (Ijcci&djacrrnicxcv RE .with z princip2l p]aocofbM.(ro c COtU►1, sox ' . Me-023 do hcrcb <GtytSc�,<2;f,) Y ccrri fj:undcr the pains snd per=JCks ofperjury [j ] -m an cmploycr providing the followinsworkca'compcnsarion covcrsgc Y P Y for m cm to ccs Kor-3 lob- nS on his lnsumncc Company Policy Numbcr (3 l 2m 2 sole propricror2'nd harc nooncworking for mc sole propriccor,gcnaJ- cona:aor or homcownv(ardc ono)sd h:vc hucd rho contnczors lis � o hz vc=hc followiagworkc.'cnmpcn Zion insunn cc politics: zcd bclo.t 1�=r.�c ofContrczor Insur--ncc Companyllbiicr N=bcr N.Zmc ofContr2aor ]nsu�rcc Co:apany/Folicy Nembcr �mc ofContr_czor - ?n�ur�na:Gcrnp2:70olicyl;umbcr � 1 �m= homcou-ncrper;orriing:11t3xvork_my;c]L Z`"�Ii�ni,of not ror<L� 1 - <r. o�r�.".�loy p<lsCCt to to t:;2reL,ti9<[,UtrtrLC.jeG et tc�Sjl�-e�.0 Ot7 c -Lr«c:c,v jcJ-;G L<o«r rpir<:rLncri<t 1r.._y<yZcc« L^L<r Uc Z7cl<r, ov�,r�oY' J o�g rJcp<ttto bec ploy,,, Ccs it,ot st Co 52.«c 3(5)).: plct.00bytt�hce t cto t"tr Dto f<3<tJ r; a•,c!zz<:- cl<rL7c Tfollcft tC�tc zo ttirc�<lCj.s< �<L i cac<r-<s< <ory c�+ : oc is l� N<r'fc uc� - 1<L ro v.< '�<p_ :-cnc cf]roc;cry J/<c�<r.c'Or,«cfl::,<L'Ice fo<.<— -<r�c . —r'� t}:=t f_ilcrc rc;c<i:rc`�::Zc�r<c��r<1 vr.�cr Scc�.lcr.?Sf.cf 1�GL]52 c_:k:lcc tiro ir..pc,.c,cn cf�;,injr._3 Pcr._1u<; I P ;-.r.:cnnc: (cf vp to cr.<yc.:-_nL c;.� -:i.;a is do for^cf_Sccp TJcrS Ot�cr=r,1= Si-nce. this c��yof . 19 i�ccn:cJPcrmirtcc 1-iccnsor/Pcrmitzor Assessor's office(1st Floor): •, �- % q 0 0 Assessor's map and lot number 33 Conservation(4th Floor): lip Board of Health(3rd floor): } ;'; • Sewage Permit number Engineering Department(3rd floor):" ' �� ) = °o,,�t639.``�d° House number Definitive Plan Approved by Planning Board 19 _+ j e APPLICATIONS PROCESSED 8:30;9:30 A.M.and 1:00-2:00 P.M.only +. rw TOWN O,F BARNSTABLE -BUILDING INSPECTOR APPLICATION FOR PERMIT TO ' f i '�I I�• o- o 'C' � o�� TYPE OF CONSTRUCTION S "a i 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location l FA IN L a l,/,� V A Proposed Use Zoning District / �r Fire District Name of Owner l�l �l / �JJ c�' Address ly L--� i T ram- �> c,�t �•�ba�� o � Name of Builder—90 0-�^ �J Q�-<l�d Address Name of Architect Address Number of Rooms Foundation Exterior Roofing t A/ -�--- , Floors Interior Heating Plumbing Fireplace Approximate Cost Area 7 Diagram of Lot and Building with Dimensions Fee ® i L LI OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Si ipervisor's License t� 0 1 SWARTWOOD, JUDY No 36610• Permit For Re-Roof Single Family Dwelling Location. 1194 Min Street Cotuit Owner Judy Swartwood - Type of Construction Frame ` Plot Lot Permit Granted April 12 , i 9- 94 Date of Inspection: - Frame 19 - Insulation 19 Fireplace 19 Date Completed 19" t r w 11/02/94 17:02 V6177277122 DEPT IND ACCID C0I32 WJ2.cuea&Z. o/ Ma,1JaC1zttJett6 2-aparhnent 01 J'nduat1 —14ciLd1 600 f1 wkn\tnn..St et James J.Campbell &ton, //wj,2Au at& 02 f f f Commissioner Workers' Compensation Insurance Affidavit 1, ����`I NCt .S U�L7.�c5�✓ with a principal place of business at: (euy/sta0zip) do hereby certify under the pains and penalties of perjury, that: () 1 am an employer providing workers' compensation coverage for my employees working on this job. ors= a4 C Ca �,d4C 4/05-2-0 e� Insurance Company Policy Number O I am a sole proprietor and have no one working for me in any capacity. 0---�, am a sole proprietor, general contrauor or homeowner (circle 'one) and have hired the contractors listed below who have the following workers' compensation policies: F Contractor Insurance Company/Policy Number • J' Contractor Insurance Company/Policy Number Contractor Insurance Company/Policy Number O I am a homeowner performing all the work myself. I understand tha a copy of this statement will be forwarded to the Office of Investiprions of the 01A for coverage verification and that failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties consisting of a fine of up to S 1,500.00 and/or one Years' imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of S 100.00 a day against me. Signed this ' t_2 day of �/�s✓ctit-�c� 19-A� I�1 LicensepOermlt 'e Building Department Licensing Board Seiectmens Office Health Department TO VERIFY COVERAGE INFORMATION CALL: 617-727-4900 X403, 404, 405, 409, 375 TOWN OF BARNSTABLE BUILDING PERMIT # �/�� Assessor's office(1st Floor):. Assessor's map and lot number �> U . , � � aa � �oT THE Tot► Conservation(4th Floor): 4� Board of Health 3rd floor): � �'�� /� � • • 6 Sewage Permit number ; V max: r Engineering Department(3rd floor):~ / /� r ° °zl��y��a���� 00''�'630. \�d° House number Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN ;. OF BARNSTABLE -4. ;:BUILDING ; INSPECTOR APPLICATION FOR PERMIT TO 4!5�VC t--ciCe LCSCYST/N6 F{ �SZP 'TYPE OF CONSTRUCTION _ C9 0 1 / 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location Z/9� 41 ,1N _5: Z 3 7u,, 7— Proposed Use _t�W z'LL_j n1G Zoning District-� Fire District gf�p7U/ 7i Name of Owner r )Q C 9 1#*ZpZ^ LI.CC- 6,V452Address /a I3s�r���Yc�r,���itcc� �r�r� ,ff 11 Name of Builder ,./A/ 4 ,60I—b e tl Address R 4AR 27�,/l X�4S'7`S,y,.Jp&le" Name of Architect 11/L— Address Number of Rooms ©NO Foundation _Conic. B`c?c�c Exterior 16_16)i-5;���G� Roofing Floors 2 `.) ian � � Interior �.c7G�►S%�� Heating ���'v ��S Plumbing V LS-e ems 77^f6 Fireplace 11L10A 5 Approximate Cost Area Diagram of Lot and Building with Dimensions Fee • (gv lv tr)CLwr. ` 20V 6�hra,�6� Lzl�, -sue �® (,,J s 7 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name Construction Siipervisor's License ��3/ _3 1 4-3?,5-- No 7 _ Permit For Cky-ee- ,zqxr 5f1na "a0 rck Location �/9 %�Q/✓? "y d7tU% Owners h 9� �,c ll/ /� A f� Type of Construction Plot Lot - Permit Granted ` ' . f a - 19 � e Date of Irispection: p Frame Insulation % 19- Fireplace 19 ' f Date Completed 19 , i COMMONWEALTH OF MASSACHUSETTS u.i,3S f8lt DEPARTMENT OF PUBLIC SAFETY RENEWAL LIC-rqD C S 043193 � t, ONF-.ASHBORTON PLACE,80STQ N, WA 02108 LICENSE EXPIRAT10NDATE 09/i5/1991b ENCLOSE CHECK OR MONEY ORDER FOR f REQUIRED FEE, MADE PAYABLE TO 'COMMI,SSIONER W A Y N E S Y O UL D E N OF PUBLIC SAFETY" 348 R T 6 A (DO NOT SEND E SANDWICH MA 02537 CASH). ANSWER ALL QUESTIONS AND REAL)NOTK:� UN BACK OF Talc CARD DUB C9/25i1956 LICENSE RENEWAL APPLICATION AND TAX STATUS CERTIFICATION L_ ivPf OF:ICE SCCIAa SECT IRtTY r: y4`-4 6--063 _— _ i UN.-E --zk3L J— ----- - -- f i cefi+fy un{ler tt;a cnaltlF°s c:f r�fjury ihut to the best i f r^y n�C r:i9tige an�7 halief i have fiied all �(/xJ state tax rztwns ana Gala all:state taxes required under!avi V -6 . qa• gnat of APpka�t NOTE: LICENSE WI!L:'NOT BE I$SUFC:UNLESS THI$ATTESTATION HAS BEEN COMPLETED AND SIGNED BY � THE.APPLICANT,(Aulhorit 62C,S.49L.,MGL as amended by Chapter 233.Acts of 1983) .� RETURN COMPLETE FORM. DO NOT TEAR OFF STUB. j. t— Or-PARifIf1ENT OF PUSLfC SAFETY • —---- ----- OF ONE ASHBORTON PLACE MASSACHUSETTS 80$TON,141A 02108 LICENSE CAUTION EXPIRATION DATE CONSTR. SUPERVISOR q FOR PROTECTION AGAINST t��/1 996 EFF[CTI'vE DATE LIC-NO. p + RE I NS i i THEFT, PUT RIGHT THUMB i NONE s U 5 /31 /19 9 4 043193 PRINT IN APPROPRIATE BOX ON LICENSE: x WAYNE S YOULDEN x BLASTING OPERATORS SS A 028-46-0� 89 � E4SANDWICH MA 02537 z MUST INCLLIDE PHOTO. " I Psi; ev ai%,_co i FEE- f� /� t i i C0 00 HEIGHT.. i .rer.Er. nF u•u„�L;)r ,[< ;alr...�;�E; } I I I DOES. , t 09/25/1956. TIrS:di�U+rtrat V:_ t!t - � � � ;:ri4•taFc Pt FV:I nF3?VE SIJU7VRE;Mt Tne ..�:.L;cu nvE r. :•r. I i U1 HEx Hw.::+` uUrr•Q:'L.,:I s:}0,!;a'5-.; , Lr.;:d 7 :_�In'rdr�f':':E;. I ME IMPROVEMENT CONTRACTORS REGISTRATION � card cif Building Regulations and Standards � One Ashburton Place - Boom 1301 Boston, Massachusetts 02108 HOME IMPROVEMENT i_ r_ ONTRAi-:TOR Registration 100780 - Expiration 06/23/94 Type -- INDIVIDUAL a" l .:48 ROUte 6A E. Sandwich MA O':_537 4, f C 3 Fl r r �^ t Dd ✓E* L,q�t l.,•.►. /2c L !'r��r �uss lNS /X CCRO r -�.Aivt f' � zx� t/ , z !2 LvcQL�cv�tl� ` Islcfo, ccAlr_ 'G?«s 7rr�6 �S�J Nc� SflrN6�c�S 12 10 !CD ,gam vc c� O!C_ x L C.r42 Tf�S tr _ q ny Sv 'F c r V COJ l 81-011 III," I —Lim Breezeway �f{lTc� CE�2 Sllfi iC e_4Y 31-011 231-1011 151-1011 ProjectLechner -South Elevation vwAYNE s. �RV�n/ INSu�,q T ,c�•�� Job Number: 1 OULDE N 348 Route 6A xisting Kitchen Scale: East Sandwich MA 02537 Date: 1 1 /1 1 /94 (508 -889-7699 FAX(508)-833-8218 P 12 � 10 Screened Porch Existing Roof ii Existing Roof iiX i� 21 1-011 it Breezeway ................ ............... Ego . I I �- 23 I• 15'-10" ProjectLechner -South Elevation YOULDE N Job Number: 348 Route 6A XiStln Kitchen Scale: East Sandwich MA 02537 g Date: 1 1 /1 1 /9 4 (508)-889-7699 FAX(508)-833-8218 i Not sure of upper window location. 21 '-011 2 Steps Down Existing Door AYNE F r YOULDE N 348 Route 6A East Sandwich MA 02537 8'-9�� 29 (508))-88$-7699 FAX(508)-833-8218 5'-6' REF Coats, Towels 12' Washer Dryer 00 I STAIRS 14 2 2'_411 Upper wall cabinet 0 0 14'-6" Po / PROJECT LOCATION / Ross EET/ CB/DH C! B.4 FOUND j EXIS BENCHMARK: HO(JSc / CONCRETE BOUND WITH DRILL HOLE ix / o ` EL 34.56 / D —. ' / ca O o LOCUS NOT TO SCALE N t� N I D m W W �► GARAGE 2 ORP�L d � � LOT 9B m � � q a a `- Sig 01• y CDs 53o E LOT 8 o / "1 CERTIFY, TO THE BEST OF MY KNOWLEDGE, THE STRUCTURES SHOWN 35 6" ExrsnNG ON THIS PLAN ARE SHOWN AS THEY EXIST ON THE GROUND". FOUNDA77ONlEgO JIL DATE: ti Itzcl)Q c) At Q \ M p w J \ 'q�p HpUSISmNG ` T- REGISTERED PROFESSIONAL A�1D IS1JRWYo M F F E #1194/ p °f A w v� / .3' f I 9 �\ �\ L ORCH /GARAGE I i GENERAL NOTES: GRAVE LOT 9A DRIVEWAY FOUND 11,305t S.F. 1. HOUSE NUMBER: 1194 FOUND N 2. ASSESSOR'S NUMBER: MAP 033, PARCEL 034 ST N84. w 117.0303' 3. ZONING DISTRICT: / 4. FLOOD HAZARD ZONE: C i EDGE OF PAVEMENT CROSS `PUBLIC - 33' WIDE] ST CERTIFIED PLOT PLAN RED.T PREPARED FOR MARY HIGGINS & JOHN LECHNER IV IN /DH COTUIT MA CB FOUND PLAN DATE: NOVEMBER 5, 2004 PLAN SCALE: 1"=20' CIVIL ENGINEERING �j T 7 T WETLANDS PERMITTING WASTEWATER DESIGN L — V COASTAL ENGINEERING I TITLE 5 PLOT PLANS � }` PIERS AND DOCKS 20 0 10 20 40 Cyi j N E E ZZ LAND USE PLANNING COMMERCIAL/RESIDENTIAL Serving Cope Cod and Southeastffn Massachusetts SCALE: 1 INCH = 20 FEET 101 TOWN HALL SQUARE — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax -T PROJECT NUMBER: 041111 CAD FILE NAME: 04111CPP DRAWN BY' L.M. SHEET 1 OF 1 : { GENERAL NOTES' SOIL TEST PIT DATA 1 : PLAN IS FOR THE DESIGN AND INVERT ELEt/A TIONS' r.P. -,t T.P. 2 CONSTRUCTION OF THE-SE#46E DISPOSAL. GRND. ELEY 6RND. EZEV. FACILITY MY. O.Y. ELEY. INYERT A r BUILDING q 6.W.;:ErEY. 2. ALL CONSTRUCTION METHODS AND MATERIALS INYERT IN AT SEPTIC TANK :q 8, , FOR THE SEPTIC SYSTEM SHALL CVWFOAM 1 o0.5p -r oV �►t 70 M'ASS. D.E.g.E. TITLE 5 AND LOCAL INY57T OUT AT SEPTIC TAN � ACCESS CDYERS MUST BE li✓ITHIN 12 OF FINISH GRADE. t>105"MCO.[ 80AP.0 OF HEALTH REGULATIONS. INYER IN A T r DIST. BOX 1► •3 INDICATES - q PERO. TEST ►��coty INYERT OUT AT DIST. 80X ,r�0 3. ALL SEPTIC SYSTEM COMPONENTS S418JECT TO q$,�v Yf.�fraf LOADING (I.E. UNDER,L19MWAYS ETC.) INVE�7T IN AT LEACH PIT 6.10 MIN. 2' OF Aosl7 SHALL BE DESIGNED TO WITHSTAAV H2O LOADING. q •"12 9 :10 1/B'-.f/2' DIA: 4907TCW OF LEACH PIT Q2 10 4 �1/IN WASID STONE INDICATES 4. ALL SEWER PIPE SHALL BE LIOUIO � y 019SERVE7l I SCHED[�E 40 !� UBSERYEO GROUNDWATER --� � ; � LEPTH APPRIDYQ7 EQU4L. BADUN,OVA IER 10 DIST. .o ! - ADJUSTED GROUNDWATER 3/4 -1 1/2 DIA. ; 5. BEFORE' STARTING CaMRUCTION CALL DI6 SAFE min l 0 0 0 GAL. BOX WASHED STONE 1-80 322-4844 FOR LOCATION OF SEPTIC TAAD'C U/I 9swRouAv UTILITIES. g2, 1D INDICATES : �,1" - � � � � TEST-PIT 6. '. QATUV IS ,d.55Vh D 7. IT "a REMAIN im CLIENT'S RESPONSIBILITY ivy TO OBrAIN ALL PERMITS SPECIAL PERMITS. YARIANCE�S, ETC. FOR 1�NIS PROJECT. OAT t �o .gfi 8. Ir SHALL REMAIN THE CLIENT'S RESPONSIBILITY � ,AS�i '1 'T' r,o�G•-� �G'2-� 1?. 01. 7V HAVYE-7hF PROPOSED DWELLING FOUWA71av DESIGNED' r0'A000UNT FOR rHGE EXISTING GARDE' -AMD SCIIL CONDITIOAS AT THE LOCATION OF THE TEST BY.• PROPOSED DW ELING WITNESSED BY ` I 1 , P�ERC. RA TE 2 MIN./ IN. PAUL cv ' n RY!_L OESZON CRITERIA. w w� '10 �<F� = DESIGN FL01✓ +" p "'y.,.. ,:• suave� 5�11 �" l o-s C BEDROOM DWELLING O 110 SALIVA Y PER BEDROOM SOUALS I a GALS. PER DAY. . , DA TE P C SSIONAL ENGINEER IL DA TE P OFESSIONAL LAND YOR SEPTIC..TANK RE7�UIREQ• O 920 X 150.Y = GAL. SEPTIC TANK.PAOVIDE77.• a 14 GAL. SIZE OF LEACHING FACILITY REAUIRED ---- :,- - 1JESZ49N PERC. ,� t RATE � MINUTES`/INCH t :.. . GALLONS PER DAY .TD 6• SIZE OF LEACHING FACILITY PROVIDED*: Prus> wim 2 s;rom II`IIV- ► o SIDEVALL S.F.: X ► •� '1 G' GPD Q ?gip ,'1'S' BOTTOM 1 al o PFzo pa5�o i1e '� S.F. X GPD fa. w12 `TOt-�E. TOTALS �'. S.F. GPD. - 10 BREAKOUT:C4LCULA7Il/� is .:.; • ,' - „ "r : �i;.../ �� r f�. �I O r . t •P RQ 1 lo �► � , uir, f a PRO 'g c1l) Q , ti ti r r , ., REvrsroNs , r I r r:. X. DATE REVISION kr ,o ti C� F•<y:O L PAD L V MG u \ n +� , r k I , 0 " , P P ox v , LOGO ION h G wjk E2 , L O u�QVit ' � , Gf1 I V r' j r ORIVE' ; ,1 a 11,7. 03 -- PLAN SHOWING THE DESIGN OF A PROPOSED 0 ED `------ , OX4 -� UPGRADE_ FOR -A SUBSURFACE SEPTIC r ------__- DISPOSAL,' SYSTEM, LOT 9 A, MAIN -STREET CR AND CROSS STREET, BARNSTABLE MA OSS' ST R EE , � T "SCALE 1. .. 20 JANUARY I0,; 199� 1 hC r . EAGLE SURt/EYING � 9ENGINEERING, �. � 1 ; OF CA BAS ^ 44.E ROUTE 130, SANDWICH, CIA' A SWAIM OJI r J CT NUMBER 94-137 PROE , , • I ., S7RE - pQ' c PROJECT ; LOCATION % Ross EECBDH T/ I 2 \ FOUND COTI//T BAY �- z EX/S71NG j BENCHMARK: c� HOUSE f CONCRETE BOUND SE WITH DRILL HOLE % -fl EL 34.56 / Z - o LOCUS LOT 9B N NOT TO SCALE N D m W CA U U E I � I r7 I 2 I� J f m aQ .a S76 O1 3p� 106..53, E LOT 8 \ - "1 CERTIFY, TO THE BEST OF MY KNIOWLEDGE, THE STRUCTURES SHOWN ss.s• o XIS77,V ON THIS PLAN ARE SHOWN AS THEY EXIST ON THE GROUND". U�yp C ATiON EgD. l D A-1 E •� 'DJ''l7 tz' _ � � +'s4 • -- - - _' irrD Gp 0 0 0 E °' REGISTERED PROFESSIONAL LAND' SURVE N OESSEG r ri M F F #1194 p 0/1aL LA^�Q�.� \ GgRAcc i GENERAL NOTES: CB/LP LOT 9A FOUND 11,305t S.F. b1. HOUSE NUMBER: 1194 N S 2. ASSESSOR'S NUMBER: MAP 033, PARCEL 034 S�=— N84 703 3. ZONING DISTRICT: 117.03' / 4. FLOOD HAZARD ZONE: C EDGE OF PAVEMENT i CROSS (PUBLIC — 33' WIDE) ��,. 1 STRE'c T CERTIFIED PLOT PLAN PREPARED FOR I M AR Y H I GGI N S & JOH N LECH N ER IV IN ce/DH COTU I T MA FOUND PLAN DATE: NOVEMBER 5, 2004 PLAN SCALE: 1"=20' CIVIL ENGINEERING T 4 o TU 7, WETLANDS PERMITTING I lv 1 t_,/ WASTEWATER DESIGN COASTAL ENGINEERING TITLE 5 PLOT PLANS ` PIERS AND DOCKS 20 0 10 20 40pq l LAND USE PLANNING 1 Y COMMERCIAL/RESIDENTIAL SWW17q LOpe-Cod and SOUthdVSAWn M/OSSOC&ISO&S j SCALE: 1 INCH = 20 FEET I 101 TOWN HALL SQUARE - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax I PROJECT NUMBER: 04111 CAD FILE NAME: 04111CPP DRAWN BY: L.M. SHEET 1 OF 1 I i