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0087 TONELA LANE
" ?‘:.....„.-7 ic'-1<-'4'641*:*-- ' . r, . ' ' '' - 1 e r. _ r , Il Ir a err . 4. • .. 1 y rt e. di • (e • r, y • rn Ir ,, 4 .. n ri .0. I • 5 • 'n. x r 0 0 , n c rr n n r� I ) .. I14 • 8 ` .; . ab(vV- _ A ,56 _ 0, _ , � CASE #: 113783 CHECK #: o)b1$D TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y Map 336 Parcel 062 Application Health Division Date Issued (o Attica, Conservation Division Application Fee $50.00 Planning Dept. Permit Fee $35.00. Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 87 TONELA LANE; CUMMAQUID, MA 02637 Village —8� 5 �\e. Owner FRANK MASTROMAURO Address 87 TONELA LANE; CUMMAQUID,MA 02630 Telephone 508-744-7327 Permit Request WEATHERIZATION WORK: PERFORM AIR SEALING MEASURES; SEAL HEATING/COOLING DUCTS; INSTALL INSULATION (CELLULOSE) TO FLOORED AND OPEN ATTIC SPACES; INSTALL MOVABLE PULL-DOWN STAIR COVER; EXHAUST EXISTING BATH FAN; INSTALL VENTILATION CHUTES; SEE ATTACHED COPY OF CONTRACT FOR MORE DETAILS. Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation $3,870.60 Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family U 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 ❑ Electric ❑ Other CentrabAir: U Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detachdd garage: ❑ existing ❑ new size Pool: ❑ existing ❑ new size Barn: ❑ existing U rzew _size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size Other: ..dl Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# "a Current Use RESIDENTIAL Proposed Use SAME APPLICANT INFORMATION (BUILDER OR HOMEOWNER) RISE ENGINEERING: A DIVISION OF Name THIELSCH ENGINEERING Telephone Number 401-784-3700 EXT. 6133 1341 ELMWOOD AVENUE Address CRANSTON, RI 02910 License # CSSL-IC 100459 EXP. 3/28/14 Home Improvement Contractor# 120979 EXP. 3/25/14 Worker's Compensation # 3730961-01 ExP. 1/1/13 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO YARMOUTH TRANSF ST ON; 50 WO SHOP ROAD; S. YARMOUTH, MA 02664 SIGNATURE DATE // :1;2` ERIK NERSTHEIMER FOR RISE ENGINEERING FOR OFFICIAL USE ONLY "APPLICATION# r x DATE ISSUED s14.- _ t.MAP/PARCEL NO.,, f ' ADDRESS • VILLAGE OWNER DATE OF INSPECTION: "FOUNDATION FRAME INSULATION " FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: <, - ROUGH" .. - FINAL FINAL BUILDING, DATE CLOSED OUT ASSOCIATION PLAN NO. RISE ENGINEERING Federal ID#05 0405629 RI Contractor Registration No 8186 A division of Thielsch Engineering MA Contractor Registration No 120979 • CT Contractor Registration No 620120 1341 Elmwood Avenue,Cranston,RI 02910 " (401)784-3700 FAX(401)784-3710 C O N T RAC T • Page 2 RISE PROGRAM THIS CONTRACT IS ENTERED INTO BETWEEN RISE ENGINEERING CLC-RCS ENGINEERING AND THE CUSTOMER FOR WORK AS DESCRIBED BELOW CUSTOMER PHONE DATE Client 0 Frank Mastromauro (508)744-7327 02/27/2012 113783 SERVICE STREET BILLING STREET •� 87 Tonela Lane 87 Tonela Ln ` ' • SERVICE CITY,STATE,ZIP BILUNG CITY,STATE,ZIP -' °.*.,„0�"/ J E/� Cummaquid,MA 02637 Barnstable,MA 02630 L! JOB DESCRIPTION • RISE Engineering will apply all applicable,eligible incentives to this contract. You will be billed only the Net amount. Currently,for eligible measures,the Cape Light Compact offers 75%incentive,not to exceed$2,000 per calender year. _. -$1,695.45 • WE AGREE HEREBY TO FURNISH SERVICES-COMPLETE IN ACCORDANCE WITH ABOVE SPECIFICATIONS.FOR THE SUM OF ***Five Hundred Sixty-Five& 15/100 Dollars $565.15 UPON FINAL INSPECTION MID APPROVAL BY RISE ENGINEERING.CUSTOMER AGREES TO REMIT AMOUNT DUE IN FULL INTEREST OF 1%WILL BE CHARGED MONTHLY ON ANY UNPAID BALANCE AFTER 10 DAYS.SEE REVERSE FOR IMPORTANT INFORMATION ON GUARANTEES,RIGHTS OF RECISION,SCHEDULING,AND CONTRACTOR REGISTRATI DO NOT SIGN THIS CONTRACT IF THERE ARE ANY SPACES 1, ./. )1, AUTHORIZED SIGNATURE-RISE ENGINEERING CUSTOMER ACCE ANCE • NOTE:THIS CONTRACT MAY BE WITHDRAWN BY US IF NOT EXECUTED WITHIN DATE OF ACCEPTANCE /2�/ ACCEPTANCE OF CONTRACT•THE ABOVE PRICES,SPECIFICATIONS AND CONDITIONS ARE SATISFACTORY TO US AND ARE HEREBY ACCEPTED.YOU ARE AUTHORIZED TO DO THE WORK DAYS. AS SPECIFIED.PAYMENT WILL BE MADE AS OUTLINED ABOVE TOR OF BARNSTAGLE RISE Division of Thielsch Engineering,Inc. 71117 Jf I 19 t',"i It: 3 f-1 1341 Elmwood Avenue ENGINEERING Cranston,Rhode Island 02910 Tuesday, July 10, 2012 Town of Barnstable Thomas Perry, CBO 200 Main Street Hyannis, MA 02601 RE: 87 Tonela Lane; Cummaquid, MA 02630 Barnstable Building Permit#: 201203855 Dear Mr. Perry, This affidavit is to certify that all work completed at 87 Tonela Lane, Cummaquid, MA 02630, has been inspected by a certified Building Performance Institute (BPI) inspector. The following weatherization/energy saving measures were completed: > Performed 24 man-hours of air sealing, included all appropriate blower door tests, combustion safety tests and procedures. ➢ Seal heating and/or cooling ducts within designated unheated areas. Start at the largest ducts near the air handler. Highest priorities are disconnected ducts and large holes. Seal carefully all wall and floor cavities in use as returns. Apply mastic to all take-offs and duct size transitions. Seal all boots to ceilings and floors. 4 Man Hours. > Install a 4" layer of R-14 Class 1 Cellulose to 260 square feet of floored attic space. Drill and plug or lift and replace flooring as appropriate. ➢ Install a 6" layer of R-21 Class 1 Cellulose added to 480 square feet of open attic space. > Install one Therm-a-dome (or equal) R-14 insulating stair cover with a perimeter of plywood. ➢ Install ventilation chutes in(30)rafter bays to maintain air flow. Ensure continuous venting occurs with added vent chutes. Install where needed. > Add a 2" layer of polyisocyanurate insulation board to 305 square feet of common wall area. All work performed meets or exceeds Federal and State Requirements. Sincer y, Erik J.Nerstheimer RISE Engineering Residential Installations Department RISE Engineering; A Division of Thielsch Engineering CSL 100459/HIC 120979 401-784-3700 . 800-422-5365 . Fax 401-784-3710 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map \ � Parcel te`�,. Permit# G� 7o , 9 7/ Health Division � 71 � �� d''«f�GL� Date Is�� � c9e) Conservation Division / ,Ss b..27/0V Fee G c; Tax Collector ,ramfq + - �(Yoe ti �!y, y {; SEPTIC SYSTEM MUST BE Treasurer (o )� cZ INSTALLED IN COMPLIANCE Planning Dept. WITH TITLE 5 ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address RI To n.-e c1.. taarKs--f e -- ) Village 1 Owner :SJ e h ia it (��( Address e7 TO►'a. LatLiz— Telephone .Sr _ 5 (61 c 1( `gfe_. wt` co 4((.0(..0 Permit Request of k / L( ' 6a roei/5 Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Estimated Project Cost 3( sa-O Zoning District Flood Plain Groundwater Overlay 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 0 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 0 Total Room Count(not including baths): existing • new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other • Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No Detached garage:O existing ❑new size Pool:0 existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing 0 new size Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes J No If yes,site plan review# Current Use Proposed Use BUILDER INFORMATION Name for_ bay L��d Telephone Number Or' 4130 -.)056 Address aS1 U-{Q,ft 4.04il License# 073 -S/ (,cal C�• nitik Home Improvement Contractor# /65 37c( _ Worker's Compensation# Cj�CCOJ (11voi -TaS• -/7030 / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE ,, FOR OFFICIAL USE ONLY PERMIT NO. l • DATE ISSUED . .%„.. MAP/PARCEL NO. ,-~. .• • ADDRESS s VILLAGE' ` _.. OWNER . - _ , -, _ T R3 fiti'F x ♦ .t - DATE OF INSPECTION: *'-_ i ' f1 � �r diFOUNDATION S ``(� V a ,k ,/" --1 FRAME INSULATION ..,1 FIREPLACE ELECTRICAL: ROUGH FINAL • PLUMBING: ROUGH"" -= t" :r -FINAL GAS: ROUGHS ` . FINAL FINAL BUILDING . - • • Y a.r I DATE CLOSED OUT ASSOCIATION PLAN NO. The Town of l:'arnstab1e DEtHE T c . Department of Health Safety and Environmental Services j' ' '?', Building Division y B76-TABLE, : 367 Main Street,Hyannis MA 02601 ix639. $f Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: b/ /00 `, ''\\ JOB LOCATION: Sri \NO E,L.(\ \, ,f L C\ �(\Q V `0 number street village !AQG Ci \ '1 -7 C "HOMEOWNER":S 1 L.pIAa ' `N 1\ ,_O8 1 J-c /6 9 sa -c2s-0I 00 name` Q I V home phone# work phone# CURRENT MAILING ADDRESS: 9 U 6 I 1 sT, N,A so bc,„ \c\ 0,1c-, -- city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A 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 he/she shall be responsible for all such work performed 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. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection .rocedures and requirements and that he/she will comply with said procedure and ,Q it a s. %i///, /LL� //!1/A. Signatur.of H' eowner 6 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. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,:hat such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly wher the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN APR-24-1998 08:18 FROM 5087780770 TO 15086240407 P.02 1 - N J/ . LOT 7 211.48' c0 , I to 4 vi, ‹,, $, vk 44 Q. 6 , ' as, S. t CONCC,, b I FOUNb YF404GG..3' ccil °' for skil .tee 64. � Area - 36,100 .fti ......,__\ -, :11 219.77' 1 * . A)oTe, - LOT 5 / "The. ti t, cf s�`t' t-.,•t, Iry 1r G-coo D !4!!'Lr�'go Zowe A-$ ,, �t(��(t( Sty 1Fi urT-' D+4n!CL A 5-0001-- Cacao( II .-" 1crRZr JOB # 95-232 CERTIFIED PLOT PLAN LOCATION : TONNl,A LANE CUMMAQUID, MA SCALE : 1" = 40' DATE : APRIL 9, 1998 PREPARED FOR: revt5ro Ofvre. A,palz tgill'irs "'War& REFERENCEL ,T s PB ,27 PC 135 MARKwOOD CORPORATION 1 HEREBY CERTIFY THAT E STRUCTURE ' SHOWN_ON THIS PLAN IS LOCATED ON 1HE GROUND AS SHOWN HEREON. `4t Of if��,, tr - eit, grx ears ° ARNf at CIVIL, L•^NGI1VLr'LrR8 1/Yir —'' LAM OURVEY Ms rainTtL ' _,_---, ra�uth. ono D28/$ DATE REG, ` URVEYOR • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION. Map 3 6 Parcel Ct Application#. c7 l•7O cog Li() Health Division Date Issued l I (0 6 Conservation Division Application fee " Tax Collector Permit Fee," 3 3. 90 Treasurer co*I, Planning Dept. D ' Date Definitive Plan Approved by PlanniN Board . -�� .INT. M .c..o wt� Historic-OKH Preservation/Hyannis I/ Project Street Address 8 7 T cE N E • Village 27 Owner 5 TEPAEH C. 4-MMA c,Ate r ,/ (JE tY Address in PIA r0-1 S T Sou ebiioo) Telephone 50 6 6ak/' - Li / 0 6 Permit Request To F c-tts t-1 W4- C, 4-6 Pam. Pc,q.w s / -E-a_kikkkLA, .6661 (Li tN Square feet: 1st floor:existing 44 a proposed 2nd floor:existing proposed Total new Zoning District 1O Flood Plain tk0 Groundwater Overlay 'KO Project Valuation '7'I,00© _Construction Type Lot Size D.SZ Pe-5 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family ❑ Multi-Family(#units) Age of Existing Structu I *SS Historic House: ❑Yes ®'No On Old King's Highway: ❑Yes ❑No Basement Type: Full ❑Crawl ®'V1/alkout ❑Other PKoPas 0 U Basement Finished Area(sq.ft.) ' 7 76 Basement Unfinished Area(sq.ft) / �T' 3 7 Number of Baths: Full:existing a new Half:existing Number of Bedrooms: existing 3 new ' Total Room Count(not including baths):existing new ( First Floor Room Count -` Heat Type and Fuel: i Gas ❑Oil ❑ Electric ❑Other ❑ es ❑No Fireplaces: Existing v Central Air: - p I New Existing wood/coal stove�❑Yes, No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑ Ixisting <❑newr-size Attached garage:®existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# ko Recorded❑ Commercial ❑Yes 111 If yes. site plan review# pp`` t.nt Current Use kb. . (0 It ec (�L Proposed Use ^es-1 I L LM_-- BUILDER INFORMATION Name ENKO COC S T or/ (.cs, Telephone Number J C7$- 7c3W-6 90o Address /03 P\ L t t S'T License# CS 4 8 0 q L/ Pb -7 !V\P . b) 3 9 Home Improvement Contractor# 1 '7 B 1 Worker's Compensation# p, O&�10 65 ( i A ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -RO1 CA L- �- lo G-� I SIGNATURE DATE /0/70-7 t`3 1 FOR OFFICIAL USE ONLY 0 , *APPLICATION# t DATE ISSUED MAP/PARCEL NO. • � s ADDRESS VILLAGE } OWNER DATE OF INSPECTION: 1. FOUNDATION FRAME INSULATION FIREPLACE 1 ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. F 10/20/2007 21:39 5084855381 FAY SCHOOL PAGE 01 L •FROM : -.e..)aAFAX No. : May. 18 2083 02:54PM P3 ait t oi � . pepi Li , . . . . . . . . <ii 76o , 000 x- Date 1 o/l J4)7 , To Whom it May Concern: RE: project address I, S-kp Au, C C. leLA T/� 4— , (owner name), as OWNER of the subject property, hereby authorize Encore Construction Company, Inc,to act in my behalf in matters regarding the obtaining of building permits and construction work cn the property. b , OWNER: (t- Date: /0J J67 • 17 ?fi aAPR — I $ 1 9: 5 March 25, 2008 Mr.Tom Perry Building Commissioner Town of Barnstable 200 Main Street Barnstable, MA 02601 Re: 87 Tonela Lane Cummaquid, MA 4(19(t Y.' Dear Mr. Perry: As the owner of this property, I am writing you relative to the final completion inspection for our recent basement renovation. This space is designed with multiple closets for storage, unfinished storage and an office for my use, as I am transitioning from education administration to being a self-employed consultant. There are no bathroom facilities in the basement. We have never in the past nor intend in the future, to rent all or any portion of our home. Consequently, I can assure you the renovated space is for our exclusive use. Th.nkyou,l . _ve White 87 Tonela Lane, Box 337,Cummaquid, MA 02637 di/41r, Engineering Dept. (3rd floor) Map 33 Co Parcel , r(0 - S- Permit# 7L�/c KY. House# 7 t'-J-s•- Date Issued a7 fee g®® t. Board of Health(3rd floor)(8:15 -9r30./1:00-4:30)p - f�? 0 t / • Fee / /��, 4 . Conservation Office(4th floor)(8:30-9:30/1:00-2:00) fr, `"W e G� � ,gyp 0 Planning Dept. (1st floor/School Admin. Bldg.) S!PT!C SY • .Definitive Plan Approved by Planning Board ` 19 INSTAL ; 7i/7 9/o 1-1/0 l�111l�OACP� TOWN,OF BARNSTAELE� TUV�fd R ONS Building Permit Application 3bedfv,`, ''^I Wl.svvr/'vv✓�i. - Project Street Address ToI\I /-- 4.4a 7 ��S ` ...,.Village SA--21J s- a T 4 I .t7 Owner -ra-vg7Ivc /.5g" LJ4/Ti= Address ,4ti.f&k— Telephone S-/%8 - 4 I ocp Permit Request e( -D€) Rojo/..4. T7o�J - s (.c (Ni /2-ac Psl<77o) !rJ c t 77 Si-P AAA r T levkr 90 First Floor ( 400 c� ,c,F-� square fe-t :- and Floor ...0c), square feet Construction Type (�or) 1j� ,d�rvf 0 S 1 Estimated Project Cost $ *0 '- Zoning District Flood Plain Water Protection Lot Size Oo0 Grandfathered ❑Yes ❑No Dwelling Type: Single Family l7 Two Family ❑ Multi-Family(#units) Age of Existing Structure ' Historic House ❑Yes [ To On Old King's Highway ❑Yes ❑No b r Basement Type: Li Full ❑Crawl Li Walkout ❑Other S qb Basement Finished Area(sq.ft.) N o Basement Unfinished Area(sq.ft) f 4-ao Ex isktra Number of Baths: Full: Existing 2- New Half: Existing l New No.of Bedrooms: Existing 3 New Total Room Count(not including baths): Existing Co New First Floor Room Count I- Heat Type and Fuel: Eitas ❑Oil ❑Electric ❑Other Central Air ❑Yes ❑No Fireplaces: Existing 2— New Existing wood/coal stove ❑Yes PINTO Garage: ❑Detached(size) Other Detached Structures: Li Pool(size) E attached(size) Coon Li Barn(size) ❑None Li Shed(size) ❑Other(size) Zoning Board of Appeals Authorization Li Appeal# _ Recorded❑ Commercial ❑Yes I To If yes, site plan review# Current Use I F�4 I�r Proposed Use Builder Information Name P(G.A-R c, Telephone Number So`a 4 d ( - 2R 2 cl Address s TU/zi l(1 License# C31 t4 S 7 Soc�en-Pt3o1e-sv1 t ►✓tom. o 1772 Home Improvement Contractor# Worker's Compensation# ii 1-R, oc. 4C)8 2J NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT) SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING Fl3k1M T'IS PR�OfI'WILL BE TAKEN TO C� SIGNATURE DATE BUILDING PERMIT DENIED F THE FOLLOWING REASON(S) FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED i MAP/PARCEL NO. 5, t_ ADDRESS VILLAGf__ OWNER _ j r , DATE OF INSPECTION: ,.p 5 0 i 0 `{— ��0 S pit_ ..___ FOUNDATION /'OD %%_,0/0 y , 0 k .„,5— P FRAME ') (;'i2 0 (k t '),"1- 'c 5", pp._ INSULATION N l i S Z' L EiCC 4- -7 -c r P� —, FIREPLACE • ELECTRICAL: ROUGH FINAL ( ; PLUMBING: ROUGH FINAL ,��- GAS: ROUGH FINAL k `^r •FINAL BUILDING 1 t / J r 43 r�- 7 —�, -0 y-- u r� M..h t. _,y C 1 - I i,Y 1 1 ,....t,5 A :, DATE CLOSED OUTS s} : • , i 1 ;! {/ c ASSOCIATION PLAN NO! . -" FEB-20-2004 12:09 PICARDI CONST. 1 508 624 0407 P.02/02 • VQ) \A. • v, . • Town of Barnstable - ET! .. cp • • Regulatory Services a Thomas F.Geller,Director SAM s 11; Building Division • - • Tom perry, Building Commissioner • 200 Main Street, Hyaanie,MA 02601 . Office: 508462-4038 • • Eiii1TIIIII) Property Oiler Must . Complete and Sign This Section If Using A Builder • .;• ex..of j property- r: .... •." C.A0 .toact do Tait hehalA. . ._ . .. bCSeby authorize .. .. ` . in all rna'ters relative to work authosis by this building•petxoit•applieatioa•for: . . C'J0 o.l 0 • (Address of Job) ' ' • not•:,,:.-'! e • Owaer • • Fliv Nsstie TOTAL P.02 •RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE o: New Buildings,Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 ( 3, 37( FEE VALUE WORKSHEET NEW LIVING SPACE fe o✓ '�7 fD square feet x$96/sq.foot= 9c7/ �0 96 x.0031= / ' ;�. plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= 7 `)1 x .0031= AI plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= 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.0031= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee November 3, 2003 PROPOSED WORK 1. Enclose existing 14x34 patio with window walls. 2. Relocate existing arbor to new exterior wall. 3. Install new patio 12x50, grade level to outside new patio room. 4. Construct 4x32 addition to side of existing garage for wood storage and added inside storage. 5. Install sky light on rear roof for light in existing bath. All construction will be completed to match existing details of house. Trim boards and clapboard siding. t.'124-1998 08:18 FROM 5087780770 TO 15086240407 P.02 N p g - ci 4k AN-. LOT 7 4 ' i t t i 211.48' J vi # . core . o FOuc. Q Tr..4 .3' I co d _LLD?' D — _ 64. � N Aroc b 36,100 ,q.ft: ic --'.---A--- 4N) IPF41 i 219.77' I Mote, LOT 5`Ci>e �Qwe tt,rei cLes men L..• it.: A c. i r Leo a i�i!'a.ri go 7..cyroc 4s .4.04.44c(f ryjK Spt I Fish a J1(N,7''i OAf)CL goof- Cam( A a i_tgz. JOB # 95-232 CERTIFIED PLOT PLAN LOCATION : TON."LA LANE CUMMAQUID, MA SCALE : 1" 1= 40' DATE : APRIL 9, 1998 PREPARED FOR: REFERENCE r�vt' r OArt- A-prz1. �.4I'tige, -rUaT8 • tOT 6 PP E27 PC f 85 MARKWOOD CORPORATION I HEREBY CERTIFY THAT THE STRUCTURE ' SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. .� `�t Of i � s _ ARN8 onos� ii ICDP nginam , inc44 ,-17,14 IVI4/Yir ays �t ya►mauth, rra D2675 DATE RE;G. 'URVLYOI? '- • ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J (effective 3/1/98) Applicant Name: S rsv (n1Hl-r Site Address: a 7.2>Ne-c..--.6t £_ Applicant Address: City/Town: g��s�Qc 1✓(.d_ Use Group: Date of Application: 2- (6, -04 Applicant Phone: Sob 6,24 - 41oCP Applicant Signature: Compliance Path (check one): Prescriptive Package (Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package (A through K.K. from Table J5.2.1b): Heating Degree Days(HDD65) from Table J5.2.la: (For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing % (100 x b_a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE Component Performance: "Manual Trade-Off' (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) El Zone 12 ❑ Zone 13 Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] MY AScheck Software Attach Compliance Report and Inspection Checklist printouts. Systems Analysis OR Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: ataee, - qzo a. Gross Wall + Ceiling Area `:,2-1=> sq.ft. b. Glazing Area' SI S sq.ft. c. Glazing% (l00 x b-a)23.61% 2rADDITION with Glazing % (c.) up to 40% may use 780 CMR Table J 1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration- Ceiling' Wall Floor Basement Wall Slab Perimeter,Depth 0.39 R-37 1 R-13 R-19 R-I0 R-10,4 ft I Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls, and including any access openings.) "SUNROOMI" addition (greater than 40% glazing-to-wall and ceiling gross area) Attach "Consumer Information Form" from 780 CMR Appendix B. Official's Name: Official's Signature: Application Approved f Denied El Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) 02/23/2004 16: 45 1-509-691-6273 ASHLAND LUMBER CO. PAGE 03 • wwe /f_ w-� • • Bay Window Roof Rafters n -�`�VI �vUcJw..0r.uti... 11 1 230 12" o/c TJ•9ean.TM)6 10 Serial Mymeer:700i201743U 9 1'2 TJ I® User.1 2/292004 4:19:29 PM P,ge, Engine Ver31on:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED /1 Member Slope:1/12 Roof Slope1hl2 I E� '2 Illmgimi7 a 18' 4 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. Primary Load Group-Snow(psi):35.0 Live al 115%duration,17.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs). 'Detail Other Width Length Live/Dead/Uplift/Total • 1 Stud wall 3.50" 3.50" 315/154/0/469 . R1:Blocking 1 Ply 9 1/2"TJIS 230 2 Stud wall 3.50" 3.50" 315/164/0/469 R1:Blocking 1 Ply 9 1/2"TJl®230 -See TJ SPECIFIER'S I BUILDERS GUIDE for detail(s):R1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 458 -453 1530 Passed(30%) Rt.end Span 1 under Snow loading Vertical Reaction(Ibs) 45a 458 1530 Passed(30%) Bearing 2 under Snow loading Moment(Ft-Lbs) 2012 2012 3651 Passed_(55%) MID Span 1 under Snow loading Live Load Defl(in) 0.445 0.882 Passed(L/476) MID Span 1 under Snow loading Total Load Daft(in) 0.661 1.176 Passed(U320) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U240,TL:L/180). -Bracing(Luy All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -1MPORTANTI The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished In accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -(Minimum cut length)=(Overall horizontal length)x 1.003+13/16" N PROJECT INFORMATION: OPERATOR INFORMATION: CD f Picardi Const. Larry Stucchi tom)t7 o CJ') (NIWhite Addition Ashland Lumber Company CC Q N Cape Cod 134 Front Street N x ' .Ashland,MA 01721 Q-1b Phone:508-881-2660 c.) S'' Fax :508-881-6273 ;� a CO Iarry.alumber( verizon.net E N C) 4-4 eop1'c'i9Tr •? 2003 lay Trua Jni3t, " Wey4rnueueer Eurineas a. O TJr and TJ-UeamL itre r0ry:.atcred trademarks et True Joiet. () e-t •1nIIr.,Pre. and TJ-Pro- ate trnanaiarko e! Trus Joiat. • FEB-23-2004 16:40 1 509 991 6273 97% P.04 02/23/2004 16:45 1-5e8-881-6273 ASHLAND LUMBER CO. PAGE 04 • 2::ioiliel����..���-- gey Window Roof Rafters (/ .,Hautes, 9 112" TJI® 230 @ 12" o/c Tu-eoam(TM)6.10 Serial Number:7002007014 User:1 2/23/2004 4:12:29 PM THIS PRODUCT MEETS Paget Engine Version:1.10:3 CONTROLS FOR THE APPLICATIONDESIGN AND LOADS LISTED Lead Group: Primary Load Group ^ 17' 7.00 469 Max. Vertical Reaction Total (lbs) 469 315 Max. vertical Reaction Live (lbs) 315 3.50(W) Selected searing Length (in) 3.50(W) 32 Max. Unbraced Length (in) Loading on all spans. LDF.y 0.90 ,1 1.01 -1499 Dead Design Shear (lbs) 150 -150 Max Shear (lbs) 150 Herber Reaction (ibs) 150 154 Support Reaction (lbs) 154 Moment (Ft-Lbs) 659 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1453 95 3 -459 459 8 Floor + 1.0 Snow Design Shear (lbs) 4 Max Shear (lbs) Mamber Reaction (lbs) 4458 Support Reaction (lbs) • 469 Moment (Ft-Lbs) 2012 Liva Deflection (in) 0.445 Total Deflection (in) 0.661 • • PROJECT INFORMATION: OPERATOR INFORMATION: Picardi Const Larry Stucchi White Addition Ashland Lumber Company Cape Cod 134 Front Street • Ashland,MA 01721 • • Phone:508-881-2660 Fax :508-8s1-6273 larry.alumber@verizon.net rrpyrlgnt e 2003 by In:: Je1sr„ a Maeurer TrusnJoist. TirS and 1J-SaamW are registered trademarks e-I •70-at',Yre Cad TJ-er0' ire tr6.J.emurKe of Tras Jetat. FEB-23-2004 16:40 1 508 881 6273 97% P.05 02/23/2004 16:46 1-508-881-6273 ASHLAND LUMBER CO. PAGE 05 � ���-�- Addition Roof Rafters `� �vAvv, BLEirra 9 112" TJ I®230 @ 16" o/c TJ.ae.em(rM)6 10 Sari91 Number.7002007014 User:t 2123,02004411:52PM Page Engine Verslon:1.103 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED /(Member Slope:1/12 Roof Stope1/7f 2 2 • l 14' s All dimensions are horizontal- Product Diagram is Conceptual LOADS: Analysis is for a Joist Member. Primary Load Group-Snow(psi):35.0 Live at 115%duration,17.0 Dead SUPPORTS: Input Bearing Vertical Reactions(Ibs) •Detail - Other Width Length Live/Dead/Uplift/Total ' 1 Stud wall 3.50" 3.50" 327/159/0/486 R1:Blocking 1 Ply 9 1/2"TJI®230 2 Stud wall 3.50" 3.50" 327/159/0/486 • 'R1:Blocking 1 Ply 9 1/2"TJl©230 -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): RI.Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 471 -466 1530 Passed(30%) Rt.end Span 1 under Snow loading Vertical Reaction(Ibs) 471 471 1530 Passed(31%) Bearing 2 under Snow loading Moment(Ft-Lbs) 1601 1601 3651 Passed(44%) MID Span 1 under Snow loading Live Load Defl(in) 0.221 0.682 Passed(L/741) MID Span 1 under Snow loading Total Load Defl(in) 0.328 0.909 Passed(U498) MID Span 1 under Snow loading • -Deflection Criteria:STANDARD(LL:U240,T1:U180). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -(Minimum cut length)_(Overall horizontal length)X 1.003+13/16" • PROJECT INFORMATION: OPERATOR INFORMATION: Picardi Const Larry Stucchi White Addition • Ashland Lumber Company Cape Cod 134 Front Street Ashland,MA 01721 Phone:508-881-2660 Fax :508-881-6273 Iarry.alumber@verizon.net • Copyri0hl 4 2303 by Tres J014C. i 'aayernaeuaer B'.Lincs: 7316 and TJ-BeccC era ragis:crcd tred9m4rks of Trua '1oU . e-i Joi,I:,CLo^ and TJ-Pro^ Pre era.:cmarke of ?sun Joiet. • • G:\Td-Oc u' card= Corset\Watt'- C.1pc cod\Root rartarc bay wallow,em.c FEB-23-2004 16:40 1 508 e81 6273 97% P.06 • 02/23/2004 16:46 1-508-881-6273 ASHLAND LUMBER CO. PAGE 06 ile..,......n • Addition Roof Rafters •�t� i - 2 R 230 16" o/c rit><usc eruares> 9 1/2 TJI® @ T1-Beemlflul510 Senel Number.700200,014 User:1 2123r2004 4.2142 PM EXCEEDS THE SET Page t Engine vr+sfon:I.10.3 .THIS CONTROLS PRODUCT ITHE APPLICATION AND LOADS LISTED FOR Load Group; Primary Load Group ^ 13' 7.00" ."• Max. Vertical Reaction Total (ibs) 486 486 Max. vertical Reaction Live (ibs) 321 . 327 Selected Bearing Length (in) 3.50(W) 3.50(W) :. Max. Unbraced Length (in) 32 Loading on all spans, LDF = 0.90 , 1.0 Dead • Design Shear (lbe) 153 Max Shear (ibs) 154 -154 Member Reaction (ibs) 154 154 Support Reaction (lbs) 159 159 . Moment (Ft-LbS) 525 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor 1. 1.0 Snow Design Shea: (ibs) 466 . Ma:: Shea: (lbs) 471 -471 Member Reaction (11De) 471 471 Support Reaction (ibs) 486 466 t4•0ment (Ft-Lbs) 1601 Live Deflection (in) 0.221 Total Deflection (in) 0.328 • • • c • • I. I. t I• • OPERATOR INFORMATION: PROJECT INFORMATION: Picardl Const • Larry Stucchi White Addition ' Ashland Lumber Company Caoe Cod 1 134 Front Street . . Ashland,MA 01721 Phone:508-881-2660 Fax :508-881-6273 • larry.alumber@varizon.net C.tpyriuht 0 20CJ by Trail Jcist, a Wayerhoev.99' 2Usinea9 LJrit and TJ-99:mi9 arc regiaterec trademark: of Tau: Joiat. c-t 1.t.9t',Pro- an.1 TJ-Pro- are rrademarka of Trus Jotat. G:'\1J-5aam\Picardi Cdnat\uhiCe- Cps God\(taor rafters bay vinday.ama FEB-23-2004 16:40 1 508 881 6273 96% P.07 02/23/2004 16:46 1-509-881-6273 ASHLAND LUMBER CO. PAGE 08 • Addition Door Headers r " '��� Pcs 1 3/4" x 9 1/2" 1.9E Microllam® LVL 7-eoam(TM)5.10 serer N member.70024oe 014 2 r CS UFer.1 223/2006 414n9 PM ?tee, Erigrnev«aen l.l0•3 • THl TRPOLS FOR THE APPLICATION AND LOADS LISTED GN CON 1 ��t,c►.I Et] • ,a. 4 Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tributary Load Width:1' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 370.0 180.0 0 To 10' Adds To Roof Joist SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 3.50" 2050/1006/0/3056 L5 None 2 Wood column 3.50" 3.50' 2C50!1006/0/3056 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 2954 -2394 7265 Passed(33%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 7139 7139 13541 Passed(53%) MID Span 1 under Snow loading Live Load Defl(in) 0.187 0.322 Passed(U620) MID Span 1 under Snow loading Total Load Defl(in) 0.279 0.483 Passed(U416) MID Span 1 under Snow loading -Deflection Criteria: STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. ADDITIONAL NOTES: software will • -IMPORTANT( The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by thishso design loadill be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLYI PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S I BUILDER'S GUIDES for multiple ply connection. . • PROJECT INFORMATION: OPERATOR INFORMATION: Picard;Const. Larry Stucchi White Addition Ashland Lumber Company Cape Cod 134 Front Street Ashland, MA 01721 Phone:503-881-2660 Fax :508-881-6273 larry.alumber@verizon.net Copyrlahc 0 2003 by Traz Joiat, d weycrhaeuaor Buzinecr Jdiorollama La a recl.ar.prcd tradrmask of True Joi9t. FE9-23-2004 16:40 1 508 881 6273 97: P.09 02/23/2004 16:46 1-508-881-6273 ASHLAND LUMBER CO. PAGE 02 n .. _� Addit(on Door Headers "' //y' 3/4" x 9 1/2"°1.9E Microllam® LVL a rtmr�ausi�: 2 Pcs of 1 Ti.Beem(TM)6.10 Soria!Number.700200701 a liner;1 2r234co4 4;14:10 PM Page Engine Version;+-1os • THISCONTROLS PRODUCT FORITHE APPLICATION EETS OR EXCEEDS THE SET DESIGN ICATION AND LOADS LISTED Load Group: Prirlary.Load Group " 9' 8.00" " Max.- Vertical Reaction Total (lbs) 3056 .3056 Max. Vertical Reaction Live (lbs) 2050 2050 Required Searing length in 1.50(S) 1.50(S). Max. Unbraced Length (in) 32 . Loading on all spans. LDF = 0.90 , 1.0 Dead ; Design Shear (lbs) 788 -788 Max Shear (lbs) 972 -972 Member Reaction (lbs) 972 972 Support Reaction (lbs) 1006 1006 Moment (Ft-Lbs) 2350 Loading on all spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 945 -945 Max Shear (lbs) 1166 -1166 Member Reaction (lbs) 1166 1166 Support Reaction (lbs) 1206 1206 moment (Ft-Lbs) 2817 Live Deflection (in) 0.018 Total Deflection (in) 0.110 Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 2394 -2394 Max Shear (lbs) 2954 -2954 Member Reaction (lbs) 2954 2954 Support Reaction (lbs) 3056 3056 Moment (Ft-Lbs) 7139 Live Deflection (in) 0.187 Total Deflection (in) 0.279 • • PROJECT INFORMATION: • OPERATOR INFORMATION: Picerdi Const. Larry Stucchi White Addition Ashland Lumber Company - Cape Cod 134 Front Street _ • Ashland, MA 01721 Phone:508-881-2880 Fax :508-881-6273 larry.alumber@verizon.net C.pyrilht o 2001 ty fro: Joist, a wayt.rnta•rsec Business Micrallainac is a re0ictored tr.dam:re at rrus Jost. . FEB-23-2004 16:40 1 508 881 6273 97: P.0.3 02/24/2004 12:41 1-508-881-6273 ASHLAND LUMBER CO. PAGE 01 � ie 0 7. 141 7. i, Header Beam * .5'I-I` " , 4122) • 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL TJ-DeJm(TM)9!10 Serial Num ;oo,o; User:1 224i2054 12.18:18 PIA Page 1 engine4er;lorr 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN • ' CONTROLS FOR THE APPLICATION AND LOADS LISTED Overall Dimension:20' o; o ;a 10' L 10'- Product Diagram is Conceptual. LOADS: Analysis is for a Drop Beam Member. Tribu:ary Load Width: 10' Primary Load Group-Residential-Living Areas(psf):40.0 Live at 100%duration, 12.0 Dead Vertical Loads: • Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 350.0 170.0 0 To 20' Adds To Main House Uniform(plf) Snow(1.15) 70.0 34.0 0 To 20' Adds To Shed Roof Uniform(plf) Floor(1.00) 0.0 80.0 0 To 20' Adds To .Wall SUPPORTS: • Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.50" 3.50" 35535/1610/0/5145 LS None 2 Wood column 3.50 3.86" 10079/5135/0/15214 L5 . None • 3 Wood column 3.50" 3.50" 3535/1610/0/5145 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detall(s): L5 . -Bearing length requirement exceeds input et supports)2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: • Maximum Design Control Control Location Shear(Ibs) 7607 6447 10898 Passed(59%) Lt.end Span 2 under Snow loading moment(Ft-Lbs) -14961 -14961 20312 Passed(74%o) Bearing 2 under Snow loading Live Load Defl(in) 0.189 0.328 Passed(L/699) MID Span 2 under Snow ALTERNATE span loading Total Load Defl(in) 0.226 0.492 Passed(L/521) MID Span 2 under Snow ALTERNATE span loading -Deflection Criteria:SfANDARD(LL•L/360,TL:L/240). -Bracing(Lu):All compression edges(top and bottom)must be:braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achisve member stability. -The load conditions considered i1 this design analysis include alternate member pattern loading. Lvt • PROJECT INFORMATION: - OPERATOR INFORMATION: Picardi Const • Larry Stucchi White Addition Ashland Lumber Company Cape Cod 134 Front Street Ashland.MA 01721 Phone:508-881-2660 Fax :508-881-6273 larry.alumber@verizon.net • Cocyrigr•t " 2003 by 7ru2 Jotat, N 3leyerhaeUtte Bu31ee54 tti tnilam70 ao a r49l3Lered trademark or 'ICUS Jo'-et. • C:\7J-De2n\?tcara1 G003t\White- rape Coa\20 Ft Header.sau FEB-24-2004 12:35 1 508 881 6273 97% P.02 02/24/2004 12:41 1-508-891-6273 ASHLAND LUMBER CO. PAGE 02 .. TiZ.11 Q •Header Beam L-Besm(TM)6.lQseral bar�`70a0a1 ``; 3 Pcs of 1 314" x 9112" 1.9E Microllam® LVL Paget E q eeVer-lon4 8, o3i THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user..This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code UBC analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S!BUILDER'S GUIDES for multiple ply connection. • • • • • • • • • • • PROJECT INFORMATION: OPERATOR INFORMATION: Picard;Const Larry Stucchi white Addition Ashland Lumber Company Cape Cod 134 Front Street Ashland, MA 01721 Phone:508-881-2660 Fax :508-881-6273 • larry.alumber@verizon.net • Cs,yritht C 2001 by T:ve Jdiat. a Neyernaeuaa: eu21neze M:c:ollrm0 iv a reaisrered trademark at TiNs )oils. \7J-EA4m\plea:di Con:t\XLte- Cape God\20 Ft ktader..yga FEB-24-2004 12:35 1 508 881 6273 97: P.03 02/24/2004 12:41 1-50B-8E1-6273 ASHLAND LUMBER CO. PAGE 03 • •412) ' , Header Beam Treeem(rnroe.\osenei 6ie ,vein 3 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL User: En gin Ver:lori::16 1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Load Group: Primary Load Group 9' 10.00" ^ 9' 10.00" ^ Max. Vertical Reaction Total (lbs) 5145 •15214 5145 Max Vertical Reaction Live (lbs) 3535 10079 . 3535 P.eguired Bearing Length in 1.50(S) 3.65(9) 1.50(S) Max. Urbraced Length (in) 32 32 32 Loading on all spans, LDF = 0.90 , 1.0 Dead Design Shear (lbs) 1156 -2176 2176 -1158 • Max Shear (lbs) 1541 -2568 2568 -1541 Member Reaction (lbs) 1541 5135 1541 Support Reaction (lbs) 1610 5135 1610 Moment (Ft-Lbs) 2840 -5050 2840 Loading on all spans, LDF 1.00 , 1.0 Dead + 1.0 Floor Design Shear (lbs) 22E6 -4259 4259 -2266 Max Shear (lbs) 3016 -5026 • 5026 -3016 Member Reaction (lbs) 3016 10052 3016 Support Reaction (lbs) 3152 . 10052 . 3152 Moment (Ft-Lbs) 5560 -9884 5560 • Live Deflection (in) • 0.056 0.056 Total Deflection (in) 0.114 0.114 P.LTERNATE spar loading on odd # spans, LDF - 1.00 , 1.0 Dead + 1.0 Floor Design Shear (ibs) 2512 -4013 2422 -912 Max Shear (lbs) 3261 -4780 2813 -1295 Member Reaction (its) 3261 7593 1295 Support Reaction (lbs) 3398 7593 1352 Moment (Ft-the) 6503 -7467 2006 Live Deflection (in) 0.092 -0.040 Total Deflection (in) 0.149 0.026 ALTERNATE span loading on even # spans, LDF = 1.00 , 1.0 Dead + 1.0 Floor . Design Shear (the) 912 -2422 4013 -2512 Max Shear (lbs) 1295 -2913 4780 -3261 hMri er Reaction (its) 1295 7593 3261 Support Reaction (its) 1362 7593 3398 Moment' (Ft-Lbs) 2006 -7467 6503 Live Deflection (in) -0.040 ' 0.092 Total Deflection (in) 0.02E 0.149 • PROJECT INFORMATION: • OPERATOR INFORMATION: • Picardi Cons). Larry Stucchi White Addition Ashland Lumber Company Cape Cod 134 Front Street Ashland, MA 01721 Phone:508-881-2860 Fax :508-881-6273 •larry.alumber@verizon.net 2003 Cy Tru: doi:t, a Waynr6wnuaer Oue:re:e :+cerai.iantx !. a re•71:toroci r,rademerk of Trua Jof“. G:\T:-9a41,\yir_4rli Con:t\We:ta- C..,D. 0.24\20 it H;.)'or.baa FEB-24-2004 12:35 1 508 881 6273 97: P.04 02/24/2004 12:41 1-508-881-6273 ASHLAND LUMBER CO. PAGE 04 Tief - • Header Beam • ANYkohmeacer TJ-Beem(TM)4.1OSetSaIPWm 007C14 3 Pc s of 1 3/4" x 9 1/2" 1.9E Microllam® LVL user:t 2r24.100d 12:18aa PPA Page EngineVersion:1.10.3 THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN CONTROLS FOR THE APPLICATION AND LOADS LISTED Loading on all spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 3430 -6447 6447 -3430 Max Shear (lbs) 4564 -7607 7607 -4364 MY.mber Reaction (lbs) 4554 15214 4564 Support Reaction (lbs) 4771 15214 4771 Moment (Ft-Lbs) 8415 -14961 8415 Live Deflection (in) • 0.114 0.114 Total Deflection (in) 0.172 0.172 • ALTERNATE span loading on add # spans, LDF = 1.15 , 1.0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 3805 -6072 3645 -1365 Max Shear (lbs) 4939 -7232 4233 -1940 Member Reaction (lbs) 4939 11465 1940 Support Reaction (lbs) 5145 11465 2042 Moment (Ft-Lbs) 9855 -11274 299E Live Deflection (in) 0.169 -0.041 Total Deflection (in) 0.226 0.038 ALTERNATE span loading or. even * spans, LDF = 1.15 . 1:0 Dead + 1.0 Floor + 1.0 Snow Design Shear (lbs) 1365 -3645' 6072 -3805 Max Shear (lbs) 1940 -4233 7232 —4939 NeMcer Reaction (lbs) 1940 '11465 4939 Support Reaction (lbs) 2042 11465 • • 5145 Moment (Ft-Lbs) 2998 -11274 9855 ' Live Deflection (in) -0.041 0.169 Total Deflection (in) 0.038 0.225 • • • • • PROJECT INFORMATION: OPERATOR INFORMATION: Picardi Cons?. Larry Stucchi White addition Ashland Lumber Company Cape Cod 134 Front Street . Ashland, MA 01721 Phone:508-881-2660 Fax :508-881-6273 • larry.alumben@verizon.net CaP yr'irht 2003 by tru9 Joiat. a wayarNbeuc.ar Buhr s '.xicrt114m It a ragibtere.: traavroer, ct rrua ,,\ri-so ,,,PicarG. Conatlnhlte- Cc?. Cod\2o Ft Haxder.cmc FEB-24-2004 12:35 1 508 881 6273 97: P.05 : . eA6ItalacIME:VI wipt rr,e-- s .02 . ..s"."..------:) ip2►.� ,, pillnWI f WOOD WINDOWS /G. QUOTE#: F 5 0 T 0ns:ruction SHIP . / Atfi: FAr. Bill Picard' '` 255 Turnpike Road Southboro. MA 01.772 (509) 481-2329 Fax-(508) 624-0407 PDX: .PROJECT NAME: REFERENCE: =OMM NE TS-4peci`ication: Pczzi Green clad wood window and door units, w/pr rn.ed interior, wl 3/4" putty profile 'Tar, set-up to!2 x 4 wail oonst(4 9/16), w/white hardware +white sa,eens on Awnings, Double Hungs to have v.^ite hardware and green screens. Doors to have sold brass hardware(option for 3-point locking sys-:ern). No so teens era included for doors. Please note: 1) Not:-.-4 cr. dawns re:gard;ng.retro sizes. 2) Add to go to point locks with adjustable hinges.(solid brass) Per door = 3 206.86 x 2 =S 593.72 tax Terms = Usual Leadtime= 6 weeks . Delivered to Jobs'te LINE LOCATION BOOK CODE UNIT QTY EXTENDED ROUGH OPENING DESCRIPTION PRICE PRICE 01 Type A CDH3226 RO Size 37-7/8"x 61-3116" NCT Double Hung/Oouble Fit.mg Operating 1 Wits ;r i ' One Lite IG- Boot Low E Annealea 11.--,—__-_j 1 3/4"Putty Thermal Bar Spec Upper/1 :Sash Liles Wide/2 Sash Liles High i I I J, 6 Square lites. 11 I Hunter Green Ciad Exterior I Primed Interior - 4/4 4-9/16"Jamb W Wb il Folding Nail Flange And Drip Cap Operator-White Balance ,.r L. -_� White Hardware/H.:nter Insect Green Saki: 1.14 .1' AVer� 5 la 5 0.14:.01C.20 ' - 4 •oi OD - GD(\S\ a 1111- Sour��p�l• r2.1.102-00 Pape- 1 • December 17, 1998 08:32 • /./'1110 23:21 7819379838 D&W PLANTING INC PAGE 01 • Boaz-t // Paps 3 �" February t1,2034 . • / ' . . CARDINAL'S INSULATING GLASS PERFORMANCE COMPARISON r± Center of Olas, U-factor Temperature Data Visible Light Ultraviolet Light SolarAe.arpyon (Eltuthrtffir F) Indoor Qlpts Twig('F) Transmission Rsearesnoe Fading Transmls.ron ABe1 ABs2 Clear Glass Product* Air Argon 8C SHOO Winter Summer %(T,..) %Out(Rt) %In(Re) %(T6...4) %(T,,,,) % % 3mmi12.7/Smm Uncoated 10 0.48 0.48 0.89 0.78 44 90 82% 15% 16% 81% 58% 8% 8% LoE'-172 02(e■.042)- 44EP 0.26 0.47 0.41 58 84 72% 11% 12% 33% 18% 24Ts 2% LoE'-170#2(e=.037) '. 0 0.25 0.42 0.37 58 83 70% 12% 13% 31% 14% 26% 1% Green Glans Products ~3mrnr12.7r3rnm LoE'-172 tea(e=.042) 0.30 0.25 0.48 0.42 58 97 88% 10% 10% 28% 11% 42% 10% LoE'-170 03(e=.037) 0.30 0.25 . 0.45, 0.39 , 56 97 84% _ 11% 12% 26% 10% 43% 10% Grey Glass Products r____ 3mm/1 2.7r3mm LoE'.-172 bt13(e=.042) 0.30 0.26 0.43 0.38 56 98 50% 8% 9% 23% 10% 42% 9% LoE'-170*3(e=.037) 0.30 0.25 0.40 0.36 58 97 48% 8% 11% 22% 9% 43% 9% Bronze Glass Products . 3mm/12.7r3mm LoE-172 it3(e=.042) 0.30 0.25 0.45 0.39 66 98 54% 8% 10% 23% 10% 39% 10% LoE'=170 it3(e=.037) • 0.30 0.25 0.42 0.38 56 97 52% 9% 11% 22% 9% - 40% 10% QE.NEML NOTES (t) Data wee calculated using the Window 6 2 computer program with NFRC 100-2001 environmental conditions. (2) 90%argon/10%air flit Is used for 10'a with LoE coated glass.otherwise 100%air fill la used for uncoated units. (3) The UV Transmittance Is determined as en average for wavelengths 300-380 nm. (4) Uv Fading is calculated as the weighted average for wavelengths 300-600 nm(also known as Krochman damage function). (5) 'Indoor Glass Temperatures'are taken from the center portion of the glass. (0) A8s1 represents the solar absorption of the outdoor lite.and ABs2 represents the solar absorption of the Indoor ate. e{7022( 12.�0 37� x 41 IGO • FE8-23-2004 10:23 7819379838 98% P.02 • N LOT 7 211.48' 0 0 0 :H cV 111.2t CONC. O "� FOUND. O TF=46.3' rn 64.7't LOT 6 f� CV Area = 36,100 sq.ft± 1q0 219.77' LOT 5 JOB # 95-232 CERTIFIED PLOT PLAN LOCATION : TONELA LANE , CUMMAQUID, MA PREPARED FOR: SCALE : 1" = 40' DATE : APRIL 9, 1998 REFERENCE : LOT 6 PB 227 PG 135 MARKWOOD CORPORATION I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. ��`�� or MAf�`y off 508-362-4541 o� ARNE ,. fax 808 362-9880 -• u clown cape engineering, inc. ,- , /,' CIVIL ENGINEERSU 4 7� — —_� 4, �fCl$T � %'i LAND SURVEYORS — N.."4 •tk 939 main ai, yormouth, ma 02675 DATE REG. is••••• URVEYOR ,,ngineering Dept. (3rd floor) Map:. `R3 10 Parcel 04,D^ 174-15 Permit# g9 / 7 6 1 House# 87 Ri.3, Date Issued , —1 f Board k)f Health(3rd floor)(8:15 -9:30/1:00-4:30)Q,-7/7.,.ee/Zi F'ee j//..5 Conservation Office(4th floor)(8:30-9:30/ 1:00-2:00) l7/thy /2,en 7 3 PlanningDept.(1st floor School Admin. Bldg.) C -�i UST BE P / • TALL,/�' (� � Definitive Plan Approved by PlanningBoard 19 ; 1.IANCE /li e c o tes ,f 99 a/2 f, � 2.4 V,,, , '411 •,, N' '''''' N: ODE AND TOWN OF BARNSTABL TO RE LAT60NS g7 Bu' sing Permit Applic do Project Street ddress cyn e'A 4•'I.-= 6 , I 6 Village Q -co ro.6' Owner r q,. S S S . C,3t,--IIC,, Addres k S <' o oo yiA_ Telephone 1 O • • L•-4 B\- r1 1(r-1 Permit Request 1 c..z harp_ AQZ(0) CN,te__, First Floor \3 C .O square,.feet Second Floor GOO square feet Construction Type C,.70op \ c�4rt\C__ Estimated Project Cost $ \CoTJ./000 Zoning District 'F 1 Flood Plain /4 :, C Water Protection Lot Size 1 L .)c \col Grandfathered ❑Yes ❑No : Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes )4 No On Old King's Highway Li Yes ❑No Basement Type Full Crawl ❑Walkout Li Other Basement Finished Area(sq.ft.) h 0 Basement Unfinished Area(sq.ft) V300 Number of Baths: Full: Existing New 2 Half: Existing 4- New 1 No. of Bedrooms: Existing New Total Room Count(not including baths): Existing New First Floor Room Count Lit Heat Type and Fue Gas ❑Oil Li Electric ❑Other Central Air ❑Yes )(No Fireplaces: Existing New Existing wood/coal stove Li Yes No ' Garage: Li Detached(size) Other Detached Structures: ❑Pool(size) A.0 Li Attached(size) 2..D'<3? ❑Barn(size) IN 0 a ❑None ❑Shed(size) IN D ❑Other(size) A O Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes/ o If yes, site plan review# ( - Current Use ViaN Proposed Use 1 AIN1 Builder Information Name (---- LC o D. C(‘5 Telephone Number �j�g• 61- 29 29 Address 7 �TOp� License# V 1/9g�.8 O v`��oc n o v Home Improvement Contractor# 1,61 GO 0\N.-AN-0 Worker's Compensation#C__ictr1A "2 t:ZC1>Oczny-3 NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. <---� [ bf ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE \\, , e BUILDING PERMIT DENiIED FOR E FOLLOWING REASON(S) �ry b r '?--1 ' d,/(er. .4' r;.,,,t, ' i., :),.i....+- v ,-el , ,--'i,:i . S G , 'I 1 1.,,(- -�' l0 r ,ff .1111101. , FOR OFFICIAL USE ONLY ' •-'• -2. . . ._ ..... ... S -4-...._ PERMIT NO. . . . , . DATE ISSUED A .. \ ._ . . . . \ MAP/PARCEL NO. • ,,,, , k \ - ' . , . ,r -- . . ' ADDRESS _ ' VILLAGE - - --. 1 I N',,,, %.• t. • , . . OWNER ' ' • , .* - _ .- , . .. DATE OF INSPECTION: . . :. , . -... FOUNDATION , -/ -"'/ :r •,. 1-2---", , 1 FRAME ,..r . , INSULATION -..• FIREPLACE / 90- -_ ELECTRICAL: ROUGH FINAL ... . PLUMBING: - ROUGH ' t FINAL .. , ' S *"- ,.... GAS: ROIJG1-1-: : ' FINAL -..,• -1 *"... . . . , ;i "I "At‘ ::: • • , ....- -1 FINAL BUILDING il , r 0 ?i'' -r.--1.4 . . 1'' '46 ti.'‘.t"* t,'''''' • ,. ) .)* / . .: n -•"I "-,:f ,,.. ,, • . DATE CLOSED Opt ASSOCIATION PL .AN* 19 *-1 ,..... ......k, ' • : TOWN OF BARNSTABLE ....-; :i. ..., , CERTIFICATE OF OCCUPANCY PARCEL ID 336 062 GEOBASE ID 24830 ADDRESS 87 TONELA LANE PHONE BARNSTABLE ZIP - LOT BLOCK LOT SIZE DBA -, DEVELOPMENT DISTRICT BA ' -I PERMIT - 32659 DESCRIPTION PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: - ) — Department of Health, Safety ARCHITECTS: . ' and Environmental Services TOTAL FEES: BOND $ $.00 octiffrosti, CONSTRUCTION COST $.00 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE PIVE7,.. N. • BARNSTABLE,/ • , IIIN\ 163 91 D f d a rk - BUILIng _Ia...011,............. \ - - • DATE-ISSUED 08/10/199a EXPIRATION DATE. i :T . r '; _ % t 4 .. TOWN OF BARNSTABLE - ;47,74-tt BUILDING PERMIT + PARCEL ID- 336 062 GEOBASE ID 24830 ADDRESS 87 TONELA LANE PHONE • • - -_BARNSTABLE ZIP _ • LOT "....,..4...„„, . BLOCK LOT SIZE .. ._ _ , - DBA -- DEVELOPMENT DISTRICT BA PERMIT 28976 DESCRIPTION SINGLE FAMILY DWELLING SEPTIC NO 97-719 PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT , CONTRACTORS: V:CARDI,]JILLIAM -J Department Of Health, Safety ARCHITECTS: �� • and Environmental Services TOTAL FEES: $511.50 BOND $_00 ,..__. . .,= Oo 1 CONSTRUCTION COStS $1.a5,000.00 f ::,\ , .c..,. ," .t," ,,,, t ',-: i-T a % ; 101 SINGLE FAM HOME,y+DETAI ED 1 . ',P lt'tTPT + P .?:A I• -f v * BARNSTABLE, • • MAss. S ; `` v p 1639. .,. CEC{U Q • t • +� BU NG'b' ISI ► . - I BYE t , DATE ISSUED 02/19/1998 E! ,O:RATION DATE �" ----"------.1 L: • 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 OCCU- 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. • .. POST TH IS C R`DISiO IT I S V11:S1 B LE FY tiMISITIAL R-E E-I g BUILDING INSPECTION APPROVALS . PLUMBING INSPECTION APPROVALS . ELECTRICAL INSPECTION APPROVALS V ,,....el if 7410 .0",..„, 05'o 6 -157- ?r p L)2/> ., ipe.;,..„,_e se,---. . -,,e 2 2 2 . . j ql (+(ii 0 . \If l AL-'6-ff --”) ...-Ir. -L 3 1 HEATING INSPECT N APPROVALS ENGINEERING DEPARTMENT r - 2 p,, Li, -c g - WARD OF HEALTH 4f- 1!�-.'8a: ::. OTHER` p (5/ , /, to,:'; e SITE PLAN REVIEW APPROVAL _• �.�?( . goy • WORK SHA{L NOT OCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE 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. I- . K BU 7 S ¥ . . L T> . 'k < \ _ \ \ . S d \ 1 k : , . . >. g �� � © ƒ>/ � ». < It - } \ \ / m 1 G \ � \ b & `�*`Nsr "�� The Town ®f 11�aIC�11stablle R $ Department of Health Safety and Environmental Services MASS. t63q. �0 \V - Building Division 367 Main Street, Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner . Inspection Correction Notice • Type of Inspection I A)4 Location '" ,)? (,4_ Permit Number 'X i 7 C- Owner Builder li4 gel?k c ooN. One notice to remain on jobsite, one notice on file in Building Department. The ef ^following items need correcting: / ) � +A—C.k' S-r 4 r 4 1 C)-as < / 7)p/t.` 3 gt rle (a) ----- - fI - I 1 r ( ) (ki - ,a--, ,,N 5 ( ,•..� , ,P._....c'-, . (e(t , �--t.a / ,. Please call: 508-790-6227 ,for re-inspection. Inspected by (J�..-�� ,. ', ) 1 e--.__. 0 Date /(a/ / / 5'71 Pal J4-I 13 '311 12:,2? t j : , ine, Located in the REMODELING DESIGN SHOWROOM 255 Tumpike Road(Rte.9) Southborough,MA 01772 `� o (508)481.2929 FAX(508)624-0407 ro `P�._ PICARDI CONSTRUCTION FAX COVER PAGE Date: 1/13/98 '# of Pages: TO: Town of Barnstable _ ATTN: Ms,Anna Brigham ' FROM; Bill Picardi (Lisa McGuire) MESSAGE: Ms. Brigham, Per our phone conversation, I am attaching the letter regarding'Lot 6 Tonela Line, aquid: Bill Picardi had spoken with someone at the building department and was told that he needed to submit this letter in order to get the permits. Please advise as to what else is needed - I believe you mentioned the plot plan,which I do not have in the paperwork that Mr.Picardi left me,however I will let him know that you requested it. Thank Ou Lisa aYG7iire Picardi Construction, Inc. * Our fax machine is not working today,problem with reception of incoming faxes- so, if for any reason,you would try to fax me back, I don't expect it to be fixed until late this afternoon. Should you have any problems receiving this fax,please call (508)481-2929. FULL SERVICE CONSTRUCTION / REDWOOD SUNDECKS 7 FISH BOWLS 571 P02 TtiN 13 '9_8 12:E1t' FROM PTTOP EY THOMAS 3. McNULTY - PHONE NO. : 1 5E18 77B 1441 Dec. 19 1997 0 3:30PM P1 Thomas J. McNulty, Jr. Attorney at Law 1441 Route 132 -1'. Q. Doi: 1059 Barnstable,MA 02630 (503) 771-8000 • (508) 778.1441 fax yicnultyncapecad.zu+t FAX TRANSMITTAL Date: December 19, 1997 Fax: 1-508-624-0407 To: Bill Picardi Re: Stephen C. White Parcel 6 Tcrnela Lane, Cunu-naquid Dear Mr, Picardi: Steve White asked me to write to you with regard to contiguous ownership, prOsurnah1y in conjunction with application for building permit. For your information, I enclose a copy of a letter from this office to Ralph Crossen, Building Commissioner of the Town of Barnstable, dated November 7, 1995. That letter was sent at the request of Steve and Maggie White in conjunction with efforts they had undertaken on their own to determine the buildability of the lot in question. As you can see, the letter addressed the issue of contiguous ownership and, on the basis of title examination report, informed the building commissioner that the last time the subject parcel and an adjoining lot was in 1969 when Herbert S. Higgins et ux, then owners of Lots 5 and 6 as • shown on Plan Book 227,Page 135,conveyed Lot 6 to the White's predecessor in title Clark. I have also attached for your information a copy of Commissioner Crossen's positive response dated November 20, 1995. • I trust this information is what you need_ I'd be obliged if you could fax a copy of this letter and enclosures to Steve as he asked me to communicate directly to you and he has left the office for the weekend. Sincerely, y s J. McNulty,Jr., Esq. 571 FD3 TAPN 1 'SE) 12:3'3 PROM ; ATTORNEY TROMPS .T. McMJLTY PHONE NO. : 1 508 778 1441 Dec. 19 1997 03:30PM P2 Thomas,j. McNulty,jr. Attorney at Law Post Office Box 1059 Barnstable, Massachusetts 02636.1059 (508) 771-8000 • (508) 778-1441 Eix November 7, 1995 Building Commissioner Town of Barnstable South Street Hyannis,MA 02601 Owner: William H. Clark aril Rarhire S Cane, hnshind and wife a5 tecaants by the entirety Address: Parcel 6, Tonela Lane, Cutnrnaquid,MA Plan Book 227,Page 135,Plaan.Book 135,Page 133. Dear Commissioner: This is to certify that I have examined title to Lot 6 as described on plan recorded with Barnstable Deeds in Plan Book 227, Page 135 (the "Plan") on behalf of Stephen and Margaret White (the "Whites"),potential purchasers of the property. The Whites have informed me they have been in touch with your department and others in order to determine the suitability of locus for building purposes. At their request, my title examination addressed the question of contiguous ownership of Lot 6 in relation to adjoining lots in the subdivision. The above referenced plan shows Lot 6 bounded by Lot 7 to the north, Lot 5 to the south and Tonela Lane, a public way, to the east. Property to the west, appearing as"Jones" on the plan,was not part of the subdivision at the time the plan was prepared as a matter of record. According to Barnstable County Registry of Deeds records, the last time Lot 6 and an adjoining lot were owned by the same person was in 1969. By deed dated March 27, 1969, recorded April 9, 1969, Herbert S. Higgins and Julia A. Higgins (the"Higgins") conveyed Lot 6 to the current owner Clark. This deed was recorded in Book 1432, Page 1139, At the time of this conveyance, Higgins owned Lots 5 and 6_ In addition, our examination shows that Lot 5 was conveyed by the Higgins to Dolphin Restaurant,Inc. (the"Dolphin")by deed dated June $, 1972 and recorded with Barnstable Deeds in Book 1662, Page 3 13. Dolphin conveyed Lot 5 to W &R Trust, William F. Smith and Irene F. Smith, Trustees by deed dated October 11, 1985,recorded in Book 4281,Page 318. 571 Pik} J 1 113 ''98 12:V_:3 , FROM : ATTORNEY THOMAS J.McNULTY PHONE NO. : 1 508 778 1441 Dec. 19 1997 03:31PM P3 Thomas J. McNulty,Jr. Attorney at Law Building Commissioner Town of Barnstable November 7, 1995 Page two Lot 7 was owned by William A. Jones, Inc. ("Jones, Inc_") as at December 10, 1945 by deed recorded in Book 638,Page 123. Jones, Inc. conveyed Parcel 7 to Dexter B. Leen by deed dated June 14, 1957,recorded on November 15, 1957 in Book 989,Pap 6 and Mr. Leen conveyed the lot to himself and his wife as tenants by the entirety by deed dated November 23, 1993, recorded in,Book 8907, Page 90 (conveyance appears to include a portion of property described on Plan . Book 135,Page 133). • I also carried my examination to two properties opposite Lot 6 on Tonela Lane which are not believed to qualify as abutting or adjoining properties within the meaning of the applicable zoning by-law. These properties are currently owned by Dorothy Youths (title reference Book 7237, Page.34) and by Robert A: ()Teary and Patricia O°Leary (title reference Book 2492, Page 99) • respectively. 'I'd be glad to provide additional'details on these parcels if you deem it necessary. Very truly yours, • Thomas J. McNulty,.1T.,Esq. TIM:aa 571 7, s J 21N 13 ''9E1 17:3 ROT`! : PITCRNEY TNOM?✓S J.NcNULTY PHONE NO. : 1 ma 778 1441 Dec, 19 199? 03:3 FM F'4 3 UONSTasr , * The Town of ar-icstable Department of Health Safety and Environmental Services Building Division 367 Main Street,Hyannis MA 0260 I Office: 508-794-6227 Ralph Crosser Pax: 508-790-6230 Building Commissioner November 20, 1995 • —" Thomas J. McNulty,Jr.,Esquire P. O. Box 1059 Barnstable,.MA 02630-1059 Re: Parcel 6 Tonela Lane, Cummaquid,MA Dear Attorney McNulty: It appears from your research that the above referenced lot was kept in separate ownership and is a buildable lot from a zoning perspective. Sincerely, Ralph M. Croesen Z uilding Comrnissioner RMC1 m • • 0951120E I • . 1 A • t i • ---:...d . . • ..a_______ F-7-- g_ ,-,._----_--_.,ff,:-.F7..7.,'v1_4.4.-..i -... ......-.s•. . tea- , = ®� _ —==_ ; __ I ([�(�Ii __ _.�� sl . -..- - Fes'-y 1 -- I"'-'w" c'"_- _- ------0, ...,a' -. - _ - ) O �Y :_ V:1:: RIC T 0 RHEAD OOR . \ . .ZEVSM 22 EVairT2D4 • • • • . HEN QESIDERICE FOR 714E art 1 qv@D . 6-23-97 POO° c 0 owe..,wPEit"_ sod * N S T R ucmcm v.n b. BUICCER TO CONFIRM ALL DIMENSIONS ac=. AND FRAMING PRIOR TO CONSTRUCTION FRONT �����0� . . . • AND 9E RESPONSIBLE FOR SAME. • 6� H• . Ill i . • /\ . _.. ,,.. � ] ,2 rpA i .ft.J. 41 :. - . . 17 1._ / • • .>; ' �' .7.1..Ik l 11 II. . .4. ' --- - - - - - - ..,__T \--PINAL WINDOW 2�SIGN bT W:NOOW MPG NEW RESIDENCE MR R 711G WitITES WI MAW • 6-23-97 Roam oD0 dN....PE1Et SrAl _ (©QONS rRUCTIOOj b . BUILDER TO CONFIRM ALL DIMENSIONS 1/4 -1 -0 a=j6 AND FRAMING PRIOR TO CONSTR�•CnON 6..:, ar R<<^ :;c!RI r ma CAW- HEAR ELEVAMION ;, ,, , . ( . , • 1 I j . /_ / a s 'V' • it 12 '2 p,—: —...— ....--.. 17"H 7-9-I •�// i f t r i. t . i 1 [ i 7 ! i I "'''.1 • I ' 7'..."i 0 0 . • , g121701 - orI ZIMITZ,._ IOW `0' b 'WIZ /E a ' -"IO a • MEW' NESODEMCE F o 0 THE WHOTES 6-23-97 POCARD11oM.•nPETEt • w" COO NJSTRlU1�OOM '"'"' ,� %i 3UILDEP IC G_'I:FiRM ALL DIMENSIONS 1/a'=i'-0" •/ AND FRAMING °OSOR TO 'CONSTRUCTION az,LEFT a WU MOW ELEVATIONS , AND BE RESPONSIBLE COP SAME. LS 711-8" . 18' C" 33' 8" ; 20' 0" • • • • ( 41.2" 1 . 11'-4" 1 4'-6" • T T 9'-0" 1 9'-0° 'A' 3046 Z046 J_____ T wIDe 399941.1ND. W/ 5'SHOULD2R HT .. `v 1 • I o RIO I - 2868 DOOKCASC DOOKCASG - • O I om • 1 O ii C.: O II - -I• , vp o0. . . 1 :8-. 1 = I ,A;\ 0 of 1 I ' \ mI CJ4 .,, 1 • Er, r -2 - j ' . I - 2668 PIXEL) \ s,• n /% •2668 'IXe -i--- I ! 1 t 1 l/ I I • O 1 N . .i' ow l� �. I I ♦ �avj� ;vim I f oI I • I 11' I ``I-j :".'''� ; c0 I 71-111 I ' j/I I I i o I • v l c. a li 141-2" •/- I 3o• n •i_ , ,�-i-- r 51-8'_ 31_.11 rr _ _ iI1cT i� ' O \\ .. f_t. 1__ S - '_-_- T.12062166 . ._, i to -M601ClN�CAD „�\y �. II I • `� _ = 0 I i . a,_ / I I I , 3068 CO I I i co IIII Im �� —� / , n 1.011 14'-O" 4: X •0,; . iicN r--f mCDICINC ua :�ow_R , 1 fir,__, f!_✓ R. I • • T1 - ID046 ;. 5046 i !2868 9 11GMT1 • • I 1 1 9'11T OVERH5A0 DOOR 0 o ",-Q'1 I °1-011 II 4'-C" h - 0-, • i - I � m II of o I '-4" .. 6'-011 1 �I . " .• �1 • �1 �� 1 I I �^ 1 i i • —12' SI'v_; 1 3456 I 61.011 • .c,-Oiu 6'.9" • "i 1 • • • NEW REND- F-027HHE MOM 6-23-97 :., ': - :Par,> -•-- sga fmrAiiinrepirrifeiniltran ".4r'r • - 4 1. - . (...., i 1 I 1 1111 I i I , I I-4'- r..-, -7- —_ co ....L. 0:!hi 1 . I • Itr----1-cr-- I 1 . ---I-----.. I ; I , .---rf•-; 1, 3046 . I I 1 I . 1 .4 . I I 'ON I \ I 31-6" I 31-6' I . • --2-:=---L--:T7L---='--- 0------— —4, — ! 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BOARD /! • 24. 16'ON CENTE: V2'SHEATHING, 154 FELT AS R!OIJ!RED, PROPER VENT 2X6 COLLAR TIE_! / & ASDHALT SW,NSLES 46'ON CENTEP, 1 \ t r U� \\ 5 r2X OZ16°ON CENTER R•50 INSULATION GUTTER—a ' (i'�'1 • N,f1'iiYti jo CD 1/2' SHEATHING, UJ R HOUSE WRAP, & L� HORIZONTAL SIDING )/4'T 6 G PLYWOOD ' 2%4 STUD Al 16'OC [GLUE & NAIL R•10 INSULATION 1X1O SOLID�IOCF'':3- g �%5 '%'BRIDGING 11 1NSULATION A w 4! -'11 • LY,',i1 C 2X10 • 16'ON_' 3.2x12 CENTER 4-- 3 1/1'CONCRETE FILLED LALLY COLUMN 10' CONCRETE WALL 4'CONCRETF FLOOR FON STONE DASE l i 30'X 30'X 10' THICK CONCPCTE COLUV'ROOTING 10'x 20'WIDC CONCRETE '--CONTINUOLS FOOTING RESOPIENtE • 6-23-97. IJ.nr, ' '5\\\\\\\r \ \\\\ \\\\\\\''\\`'�`\\\\\\\\\.\\\\ \\:\\\\\ 7N\\� ��\\\\\\�\\N.lC'\\\\\\\`\\' ' \c‘Tc. 1iT'' 1�V/ A iv cf "' re ' , ; electrical , / �� panel6)... /� — 7 existing mechanicals •n /, .v,",/ , j1 d) I OI I storage /% storage / --� _ unfinished. — A/ t unfinished. l/ I upper cabs 18x12 bar sink ' tall pa. •chase -/ a� shelves 4 Jr l I 0 patio furniture 1 d) j i shelves I. I ' — ji r wine Q1 Ih clo, I steward' y � I / /// / / cedar closet I � 1 2-61 cabinets 1 ///A 'If �1-511 I—�il --- 81-311 . ///:: _ __, storage 41-111 // _ I l / unfinished. ZJo box in hvac above / .1( _ — " -I-1n 01 V '`' re-use existing I'e client door / / tale supplied by client d) . j floor drain X dehumidifier x 1 it 3 -3 - 3,-3n -re-direct hvac/exhaust above- - 1 c►O. ,, �1-011 I 1�1—OII dl C 1 // S 0 deep shelves A_ - //--, / m -3 knee wall /( 61-OII CIO, g 0 / / sFierves ; m } 1 \ ` I — \ F �1 fir/\\\ti\�\\\'\c\\ �\��\>. 'N - \�`�\�\\�\�5e��'�\�\\�\�\\">\��\\\IN \�\\° 7\''N- \�\\�\\��®` Y -\ / X ;% 0 closet pole F Q) -Eco i , / • - office area n NOTES; i5 - %/ 0 —mini splitter � c % y see scope , exist, conc. wall \\.\\\ / ` i �' strapand drywall ceiling, % 4 �/ � � exist, block wall //// / ,\' ''-\\ create threshold at all interior doors, move, if possible, ducts and ventilation, new frame I I \ soffitt any water and ductwork if necessary, . \ \\,\\\,,.\\\� \\ \�\ \, \\� \\\\.\ W� i TE BASEMENT FLAN it SCALE: 1/4= 1'-0" kl 1 1 ( - 15- - 04 ._ . ., ... (2 . • c ----c '.v° , - --, ,,,--, --- ,-._- i ,,c--A.::.4..........., e.L.--- , . ri.Ear jc:,1-43r5 I --TT 2-% 12 '6 {5.4 ' 1,-1 @)2.-V-10 - 1 — rj- -- ---"T" ."- 1. •1=FF-1140.11..--------. e0 n. , 1 _.-_g:713_ .t.Aiti.- ...,- ---.6-1 bit 4—r 1 ::,Ki....;ot.:...c.z) NAILS.I • 1 I ( H -,ACS1Z. 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FINAL WINDOW O.SIGN aT w:NoOw MPG / - I I---I ± -- �' le,-O± 4 IZ- I + - I • HEW NESEERCE MR THE WHITES • De( • 6-23-97 POCAEIDO • p uuw w t t i > _ CONS rRUCTIOO�j MI~s ' • BUILDER TO CONFIRM ALL DIMENSIONS 1/4 -1.-0- - AND FRAMING PRIOR TO CONSTR;•CTION ac=ig6:n ac G:G,-:►;Cfalr :na %kir HEAR ELEW,71.10onH 4. .i. 4 • 10.-,f: evt-18: • t-- — rv-,9 I „t,0. uo-,9 t 9SsC I :;'c.r-- I r — ' VI Id _ I • C 1 I „0-,9 '• n t o = ! 15 918 1� 11 o I , al t 16 mil; uJ-:b u� , • ,: I 1000 ov;w n0 d■.6 \ 1I I Ili I t 4 1100:16499E 9sOtj I I I \ �[ . I i I \a;Mop cry :.:Dlc;A•!•—j • • ..;. I �o x > I I r. I 03 990C , I m I 1 I I ; CI 11; / 1 I 0 I t a O a `�� i �y 0.�1 1) Cr) :KIO:QJn-1 • .y_ 290L C 1 I• .� .. . . . 999C ` ,A yr, • 0. -^/ - Mitt, (ff- 1ct� y , • ,! r C0XSr 999: r �. '\'. O7XI.1 499: q • t • V ' • - t ::2 ir I - 1 nN WN !I ot I o • I;1 t�I � aN; _ u :it • ii. o . /1191L " 7 .]OOC :Sr:)000 L �` i I l� t tDRg i f -- lo'o ---i ► 1 N Ste !. 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Dot i 6-23-97 ° ° pD(I • o......PEii _ C♦OO NS rRUCTIOO N �.� ? • BUILDER TO CONFIRM ALL DIMENSIONS 1I4 =i�-O" AND FRA►AINC PRIOR TO CONSTR;C PION A.6 ar Rr: ..::. r : NEAR CACMGTOOO4 . s . . • . .• . . .9P ' . .... , . i • • . • • , . •., . ' r . • . • ..... •••••...... .....i • 1 / /_. ••••. 6 fil 3 '.......„ ......,..........'s.... ........ • ..,,c•••• •••,_• , 1-17-71-: L.--..---7-.. . • . • • 1 •,' . L..__,_\.i L___.......i --)- 1 e , L . 1 I t, •• ,, / '2 'r--- r-z---- ........•_..:_l ......_•it . • , f.2 '3 147-• '/. *2 r-- . ,. 1...,, :__•_._,__,_ , . •L- L_a• \ J- -J - • •. . - * ••• ... . . . . . _ S . i . ' 1 ,:. . • • ______ , • 1 - • . . 1 ' ill I . • ......... i---- -1 I i • i 1-............1 • . L_______ ._ t : .,........ __T, .. I ] EM 1111 • , - .. ! • • , . . ---......:1 PIM INN . 11 1 11 1/1 11 11 lila 1. 0 0 . ... .. I. 1 . . 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VII-1 IftrE" ge511>ENle-e /44:›1›lerloN . „ ._. . .. . , . . .„.. . , . . .. . . • • • < :� • • • • • • • • • • • • M.-'•- --------•-• • N____ _ . : 7 77.... iiiiii 0 7 ::— ...---- ------, ism 7-------,__F= --!--:— L. :M k...L 1--- -3 : ; 1____ 1._.._,,, __. r..., __ _ 1 r---ii _ . . -_ ,... . . • ....:._ ,,_._-- . . , 0 _ 00 .: . .• --;Z., ------7 li U ''..--' II 1 11 Tr== a___ "'• � tea- d-, - - -- 7O� �A —ooit t7 F1r ti �c e. r .fig #1/ i 0 j, • MOM Za 7 APatla • - of.t.> • 11:7e- k151.--7 • 1:7t1147d • • • • ! 1/3103 • H REEIDIENCE FOR MC WHO TES 6-23-97 °�O° o t-n1� wPE tt- . BUILDER TO CONFIRM ALL DIMENSIONS• t/a�=1<-O Aml • Co tJs T R l(JIOJUI�D oOMn ,,.�• . . • , AND FRAMING PRIOR TO CONSTRUCTION AND BE RESPONSIBLE FOR SAME �QO� Cads QT I O N • zgrra.-tvAltineVAM..1`,". 1-Alt,', 't.,r1"...V '',1:",7.--,."04'7,-7-7-722j.''..,,...,-r-...':"'.`,I;4.4:,-1,-,-;`.4--,.7.1*-t--4:.f.:,.;- "77,:rwzil)'..7•7"--,:lq.r.°-:;','''''''j:74-7-."-..:::',,;01-1;:''''-if.!..-k'''Y'r'i7"'''''''''''',:'-ILiT.ct'!:t7;''''-''74, 177- 1;11--'774' '4.!7.r/.*'.Ia'-'Z' .1','-`..„_:.;"7,'•''7gi'ii:-<7;;-/i'1-•,g,''';1 0'•••,`,.:2,*,..",:a,,„5'.;'',:-?14Vi,lPf.'''",'C'k'7.''.•;•!‘..it•taif,li,r,2,'-'icil&.:145.:*71.;.,i-ti<7.-;t1:,:k7, ‘7,`;'7;f:11'''r.fj;i:lq t•--743.4.?`461:',C.,ir:-..!..;:',..;" 4,71‘5i-••4"7„.111.Tc.71;2131iPi•-74•71'3';,gtii'fkIZAP-Ilit'44,4A,4,'• "4, -.,`•.'"'''," 'etlor,41.4-17,A.'7%,.",1407,f7.,72•01/f,;,••14W.arr7..0,..,,..,-,.,...x f*,,,,,,-7:-.;..> 7,,,:',';:t et'-",.,!:':,,,.; ',;,,,,:. ?,:,•,, ,10•,•:".f;y,,•1,1 4:,.*6--..t,:::::,,,,,,'. ,t:t; ••1 :, s .,,::4,,,,•.•;,-,?",,..`.-...,,•;•i-•••,"j' .y ,,-;;.'',',;',I. 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'ti.•1•5('•,.,it'`-;-',..`,7...':,ict 4'.....".s '''`',"c.'"- ' .*: __ t *I* '*, ' - . "4"..",""t'',,-- - , . . , . . .'- ' ; . „ , . . ' . ' ' .' : , , '.• . * .• ' ..*'... ,'-'-''' .. 's.:* '.!".-;'^''''r.,..'''7':;7".--.,'*'..:' '''.• l'..'.. ' ''''''. '';!.':‘;'''''''i.. ' ,.' *.*'''-4:-*''',,'4..'1' ' .'1".' *.- 5.; :',''.."._ .',''',';''. ''''1";/:*;'''','.,•'‘'.-...''2,-4,.,.'',,Ve;,,.,.:1., .'..''.;;',:';', -;:vz.,, 1,,:-::,.z.ii,...4',,`4,1 isz'P'••'''''' ''''-v,- 4'.•-•' k' ..',.:.•',' •`,"i",•""'...4.:'!•''''' • --.-2 -' .' '' '. '' '' ' ' • - ' • ' - - - - -• '-• ° - ' s, - . ' 4 .•' ,' - /..-s•• - . -, , • 4, ,,-, _, -.. , -.• _.-t---,:c.- -,-,.‘r; '11-4,1i.ii4:4:. .•„..‘ti•"•"...1--1"• ', '::• ., . • ,• - ,. -•7•:,,•. .•.• ..,:-, i.,.•. , : - . SEPTIC PROFILE ' . -_ , ,,t1A**: s.,44i----- .- ", '''. •'..''., ';. ',-,::‘,' ,-',''' -:".:t.-,.-k'-'-10 TOE .AT EL 41-,- Y P (NOT TO CALE) ' ' TEST ;HOLE' LOGS ' ',..,‘,‘, .. - • * . • ACCESS COVER TO WITHIN 6* OF FIN. GRADE '.1 . ENGINEER: )6`• •- (:). .--A6s•t•'4" i *-C.' ^ .ACCESS.COVER (WATERTIGHT) TO - 1,346.4.4e_iti .. • . . . .13" . .1. . ....„.....„ , .• -44 , MINIMUM .75' OF C r WTTHIN OF FIN GRADE OVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 4 S Pe 0 WITNESS: I ` k. . ' • ' - - . , :,:' t.--. i--,., i, ....-...........L.-.-.... . ,,, , DATE: . . 142I'v • ' -. , ' . • -'''''-' '';'-..ist...-: [ 1 RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE N i. 'L.--v.Alp..t/It..1 v.! e„.4.4,07.4) '..)el.....- , - 00AA I, i • ,,, •,, 0 +,- , ',,,i,.-5,,•-* ,,. • _..................._...1 _.... : 1 7-FOR FIRST 2' ., \ 3' MAX. PERC. RATE = v . • 4 • , - - _-' ‘•-,:i. , --.. , • • ',1 i . , ....... ..--- .,.-_-,,,,„.i,:; ,;. . •,.. F.RoPosED.L.1..e.2. ,. , ,.... . CLASS I 1 GALLON SEPTIC .4\_2_. ..x..: , +2-)c-0 e TAM( (H- 11;? ) GAS \ ill s I .r _lir SOILS P# 06 4-S 4IC, 000 0 0000 .2.41 . --7..---_-_-:------- - -- - - - VI .5 0 0 0 0 0 C:1 0 0 0 II* er,ceeg% , (2„-re ' • LI.-4 :.-4..-.;- . . ( ‘`' X SLOPE) C CRUSHED STONE OR MECHANICAL "":„__ 00E10 0 0000 ' ELEV. ELEV. C;3 CP a• COMPACTION. (15.221 [2]) al i iii- .._ 2' 0 0 0 0 CI ODD 0 ) - 12 el,5 -4-- DEPTH OF FLOW imi — ( I X SLOPE) ( I X SLOPE) 0 — 0 •. .• , , :,„..,. ,• 3/4" TO 1 1/2" DOUBLE WASHED STONE .,-: , TEE SIZES: ., . • . . .: -„ -'•-. .. 1,t,,• ,,,•,-,4, -r 'Y • r • ' • • , 1. INLET DEPTH N. — • , A A LOCATION MAP ' • • -SCALE 1. - 81.,..7410 -0' ''..., 1 k's,... ..'_,,',....,:',.......'.4...:..-•., ounrr DEKH a. _II: . .16 , (c _ _ .-..._ —_— ::, . ASSESSORS MAP 334 PARCEL fel.-- -',,- '', -.'..•.:..' -,!,.-,, Coo. -,2) LEACHING 0 6 . .. . FOUNDATION— ',0 — SEPTIC TANK D' BOX FACILITY . 4 - i ...., 4,...,1- L-0,....... ., ZONING DISTRICT: t-,-- - i • , . -,, , , . - V 10 Gt4- 1/4- _ - I., .rx Y YARQ SETBACKS* , - . - '-, -- _.,* •svr,"•eil'.444 4 ..-.. i ' 1))0C.- ,,..r. ,..-4......... 7 4 4 . FRONT 31r - 41. ' ' ' .: ''.• :-1,-1.':. ;:' '"4 1,, ,,,.:'.74:'_...%•;.41.1. C.-I 26 1 5. , SIDE ,4 -1- 0 t,_.-1-- 1...o.A.-4 REAR (z;td.,,,,e oi oro„it'.5'7,-•',.A.,.4::"- ,,,' .,..•:-',,.-:-..,:,_•;.,.',,-..",.:, , C 2_ to '<A 0/3 PLAN REF. . 2-2_."1 I - . : ,, ,,-;,.,,,...,,,.,-:,,,•;; k---i. -7, c.:1T...‘lx.:"°::•:.;.- -1:1...(3-614:‘,,i--\:_: IP'(;-:(:.2---L:kJ - ftl.k..k L:44.2..r:;- IA e..--,i - VI e..-1.4... t--1 , 1 t•-1 'f"eii 1.- ,..0,._ _ ,-., FLOOD ZONE: C., • ,i ,4.3. ___________________.______ ______ _____-_______- %,i••• 4'7 1-F.4 L.I . P wi . T.:,,,,./).- e's-, ....i,„4.--.1, -.\--4,-r. 0....,...,c)„.A.L...., v., e.,1....14./...r 4 el•21•/A,1 . ‘• '.... ',"-, ,--- I 1 i , . - „A . , 1 1 ce Y ,‹c, 7/4 .....,, , .9" , s„ , :: A e r.,,eLe.a:(11()•;:fria...„_4E1' . It' 61 ,,, I \ -....,,,_ ...._ , ....'"''4•,.1 ,_/ lic4:, — -- - 11/_,_ ......y: ....: t.. 1 . . i ..11 L ,1 5 e r (JO lic.ej.000 47- -f'• 1 • 'Z.-tee i. 1 '', lh ) . • . • •• -Crl I_ I ,„2.•-"i 4.- , tx21..-e_ _c.i,_ :j•-i'''4'. 1-t.il. 1 \ . I 1' , • ' ,..,,, --.4"-\\ 1 ) -1.r•., \ i ,....i, kr.,i A 7<,. (2- r-4--:,....i.0.--,I‘..-) • ,_._.:,„:::c. 1.___,..4__ ________.1\ ./ ''''N -•---r 0. \ . • . • . .. • I, ---t--- - >i .< .-,-•••• • 'CI ,..i 62,-1 -v,-, i 1 • 3 1. DATUM IS - . v SEPTIC DESIGN: (GAREtAGE DISPOSER IS 1----1,-,1- 4"'---..-67 k.--'C...,''_;) ) 1-j&va- 4,,,,..-\C•4 Y} lAi-ri.t- r- , ci,........z. , •-.. t 44 N__ -3 BEDROOMS..,..../ . . . - - -.... ...... 4. , r• I ' DESIGN FLOW: -- ip ( li Gp to) . '-) GPO 2. MUNICIPAL WATER IS A•4/ -1-1.--.'N-er)1--- -• '' 3. MINIMUM PIPE PITCH TO BE 1/8* PER FOOT. ,* . -.....$,.. "..... - 1 1 . ,../ / . . ) , USE A '''''),- GPO DESIGN FLOW • . _ , SEPTIC TANK: '2)1)4, GPO ( '-i-_- ) = '7464. PICKII 4. DESIGN LOADING FOR ALL PRECAST.UNITS TO BE AASHO H . ... ', , ...... 5. PIPE JOINTS TO BE MADE WATERTIGHT. . — ti, .,,..,...,.----?„•.: • \ \ \ --._ ___......._ ,.._.--- p F.--.._.,./., i I ------ \ (1(.43' USE A 1 6e3.GALLON SEPTIC TANK \ -I----fl ,.6 4 ' ' • 1 '`,.., ..- '.. #6.2. I . _ . , ENVIRONMENTAL CODE TITLE V. • , ., .., 6. CONSTRUCTION 'DETAILS TO BE IN ACCORDANCE WITH MA.SS.. ' ,, ... ,,..,..,: ....,..; I ; ' - - 0 .., ......---" 1 \ V 7. THIS PLAN •IS FORLINE KING P'ROPOSED WORK ONLY AND NOT TO BE . . '- ' .'.SIDES: FOR. LO STA . -.2;-,x';,:-. ,7,, -1 LEACHING USED T ' r t • - ,.. • \ \ /: /......."-- ....''''.'''.----.-... ,...,.............. ..••••••" 1 ,----- --404%---------- , BOTTOM: L. ... -r. -,„. ( . .-. -2'0 e)'' 8. PIPE FOR SEPTIC" SYSTEM TO SCH. 40-41 PVC. , - , ', . •, . ,-1-!' , --- -1 "r'E 4c..0 I ( 24L,...2--,e.Z.:*(`-‘,..` .,,,. \ 11 ' . .1/4A , e--• .---) 9. COMPONENTS NOT TO BE .BACKFILLED OR CONCEALED WI . I i I liff.42. -2)'.;.-7 GPO TOTAL 1- Ei-' S.F. .. - -------- -2" \ ) ( ( A ,p # . .....- -,,, FRINSOPMECeT100ARNDB, (0FB,OHAREADLIHOF. -HEA,LTH. AND,' PERM._, ISS.ION, ,OBTTHAINOEU,DT_:- . ' • ,—......,, _ ..------ . ..i<. 4- 4-P't t'.:,f, 2-, ''',- - . , \ i tl \----- -• '-- ,,..!1-1,1 {' .ti-0,.!fc, , „••• -.1,--1,--15 .4- , 17-- f71-0' -'!'.6 i....%' t.,-,-6.:0-‘, VEADRI'FYIUT1 . t ..,242 .1....47,A..vt....44 raiiorj 4.,,,,, ; : 10. CONTRACTOR ,SHALL BE RESPONSI , I \,,.._ .\.. II i ,i ., ,, - .. t,., ‘,..,,.s i.. c 4.4 .14, %•:-'e'cr- ' .1:.•(...44 C,..t..\L-4 .i-Ica- ( Nu.GT1Ellis: \ i . ' •••.,,.... 2: •7 P \‘....)Vir.....4_1-) TO COMMENCEMENT Of WOR . „ .il, ...._ --e.'k tag,' 6. ,cs —' -Idez,c' ..c...0.10 si `\:tisl-t.••:;‘44- le-,-.$-"..- ...'-':;•.'.'-i-,2'.::•.-: ( . 1 \ IL, _ ,, ,. ,,...... LEGEND . . - SITE , SEWA.GE PLAN_, . , (21 I 1 00.0 PROPOSED SPOT ELEVATION OF . , ,....-. t .:.,/ - 1 4-;' , IN THE TOWN OF: . , . .,,,c'' :--, , .' • . -,:. ', , '. ,', -• -,. -..,,,,...,,,,,,,,; €1) .„,) e i . • , .. _ . .. , . : ,. • ... , , .. . . . .., ., - ......,.. . „.,...... ‘,....,,,,,,,...,-, - "40 1 00x0 EXISTING SPOT ELEVATION • i, • I 0 100 0 PROPOSEDO CONTOUR 0 0 • L.' (110AN(tR I. * '' '•• 6,6— iii-- 6 - ' '. ,-,-- — -.1 ,..... --.-,...7.k. ,f..‘i:,.: '''''''''r''':';'v''''''' `•?'4 IA9T- t-S — ''''''' 1 00 '---- *-- • .- , , , , . , ,, , , , . . • • W •V‘e.°1-PREPARED FOR , ' EXISTING CONTOUR . .... ' ' . . ..6c,, .. •" 0 . , •• :„; •-. .30 ' --- ., -- Co 0 : • . - 4) , .. -. -t:V .,:4•••„:,-;:i: . , • • . . A , I --, , • 4,.. -, ..1:,.... “4 t, ,,4;;., • BOARD OF HialTH. , , z ;,,,.,,, , MA SCALE: 't! '°)421?''''' '' 1 ''`DATE: ..' -','.1 e./..1 :-.7 . 1.P‘,411'.'''. -': ' :' .; ','„, ,'f•z-,, i.-4,: • • . . APPROVED DATE • - ,, • . ... ,, . ,. , - ,... ',...-: •-: ' ,:.,'„'' ',-.--t.:,>,ii`....., . , - . . -., - • . , - , - , • . , -. . .. , .., r. '_,.., , . • •, . ...„-. 3-.,,',4 - - • - . I-I olv ie 1 1 1- b4.,....al 6• A..l' V %.")0"a,(..e. •'1'e, 1 N"•"77-41-"..‘•". 1:,"2.•1.'t.I/1,400 F I D.'145c. 111.t,5 off 506-31112-4641 . , , - fin 5011 342-911110 , , , • . • , . , , , „ . i. di..,t.....0 41-1-4,,.„1 c'$24,,.k r.A.g-, 0,..).r.,, -r-c> 1--4 g t fr-t. e i&,e-,1 I. ..4 4, . . Aw-r-A 4.4. of- -4 e,,,...4 0 t.o .e-,,a12.-,/4i ,..-/ 0,-, -1-'-t-.'`..- i---cv T"• I . , . • •011( .. - 1, --.., • -. ,,,,, .• •• :, , . , ,,..-,,• ,.-, z,-..-,••••• •„1,..4,.„, _ , 4, "awe ot..,. . .:,.:, 'c., . .mp4E„. , ,s . ., -. : '•?- : ' ,' '.-1 s.r.t.11',Cz • ' Hrr,',k.. '. ' • . - ',.4'., • down cape engineerm g, inc. . . ) g , ..P."1-0i..-., -, . . ,,,, ,,, , , ,. -, - -,, ,; ,- ..,., . , .- ,,, -.,,• ,,,,,..7,...,,,,« . , , . 3 CIVIL ENGINEERS \ or,.,41. , ., ...:,, ::1. ,, ,..,_ : .203,4., LAND SURVEYORS , \ , . , / 1 ' • ..c .., i V. ,,'. ' " ` '7 zC 7 \ , .,,,, IP 0, • It . -_....., '- ' , . • • - 939 main at' . yarmouth, ma 02675 , ' ' - ;- - -, ' : 0,1424., ,, .,i, - , ..,. . , . DATE , .,•,:.-", , . ..JOB# ei - -2- , 2- ;.- i,, •':: _ ___ _ _ _ ___._ __ _ ._ _._ . . ---, ' 711_811 ------- - - -- • 181_011 331_8, - -- 201.011 • , ♦ - - — I 1 t 2,$ L 1 ] a, I I rt- _' 11 • \-____ *am . ....),..-- 'k* 1 IL: 51 ����•�, I I , I I I l I I I — F I (0 ' CJ i b I •I I � � � I I � I - J [) ' , w ! } I - O i i I I I , Oi N 1. Construction: Wall to be 8" or 10"x 7'9". Footing to be l0"x l'8" (20") ��+ �� 2. Bearing Transition Point Elevation - Approximate, locate in field •-..:,- ,____N I - Provide 2 ea #4 bars top Sc bottom of wall set down/up 6"-8" 1 1 — - Provide 3 ea #4 bars in center of strip footing, spaced equally side to side -i-'—\\ @ 3. Transition Corners - Similar construction and reinforcing. It is anticipated I i that the underlyingclay will be encountered when the frost wall is dug. (, - ', �, I- ' j Provide corner bar wraps minimum 4'0" each way at wall step down and I `7 full height corners Z - VI y ' —!`�.- _ ,........... c4 1..___k.C ‘-- ----„,, ::'"•:i- \-1... ) , a Amer ' ' '' 6-74.1j --i--..._ 1 1 . , I _tr._ I e s e - , ---, \ o „pa--I —1 17'-811 �- 341_01 201-011 1'1 GENERAL SPECIFICATIONS: Concrete Foundation P98-24 1. Design Criteria: ' 41 .2( Construction Type - 5B "Unprotected" Building per 6th ed. SBC Z Loads - Roof: Snow Load, Zone 1, m <= 8/12 ' 20 lb/sq ft ,' '. . ri �y , Wind Load, Zone 3, EXP C 21 lb/sqftp-k �n - Floors: 1st Floor & 2nd Floor, Residential 40 St 301b/sq ft / c I D�D7E RES..� HCE TECHNICAL SPECIFICATIONS: Concrete Foundation • o� T. VARNUM � ; DATE Rt.,1,EL) " PHILBROOK FETE 1. Re-Bar - Grade 60 ASTM .A615, clean and free from heavy rust !MECHANICAL '" 2-23-98 ,.•ikwr, NY 1 NC. �J690 PlICAP.M] ©©H3 V cU© fi© ,r,E T NO • 7 - Minimum bar lap distance: 22" for #4 bars p E 2, Concrete - Footings �k Walls - Minimum f"c = 3,000 PSI o i js i,� SCALE Maximum aggregate size 1/2"; Type IA 5-7�%, air entrainment S ` 1 /4 =1 -0 - Formed in place footings are not allowed ��� BUILDER TO CONFIRM ALL DIMENSIONS 2 Q - No concrete will he placed in standing water, pump or drain forms first Z1 Yin �9q$ IDASEMEN.17 AND FRAMING PRIGR TG CONSTRUCTION ��n�n1,=�1�OH nnPLAHnn3. Foundation soil bearing design based upon;soil borings and site observations. AND hE RESPONSIBLE FOR SAME. / O. J