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0120 PEPPERCORN LANE
�� �'' . . - - ,, G I li L.I I,I i II o i� { i r �1c -71 l 03 i TOWN 0t' BgRNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 004 009 002 GEOBASE ID 42935 ADDRESS 120 PEPPERCORN LANE PHONE ` COTUIT ZIP i LOT 33 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CT PERMIT 69945 DESCRIPTION SINGLE FAMILY DWELLING WITH GARAGE PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY i CONTRACTORS: LAGADINOS, NICK Department of ARCHITECTS: Regulatory Services.. TOTAL FEES: BOND $.00 tME CONSTRUCTION COSTS $.00 "�1► 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE , • I AMSTABI.E, (, rsnss. � I i6gq. BUI L ING ISIQI. BY Mal DATE ISSUED 07/08/2003 EXPIRATION DATE v APPROVEB. TOWN �OF BARNSUBL E. . Ll G,P�— a a 1n1! RIN Y IVIBING E] Bt iLDINGy f, a' n SON f ' •.j..:Y 4W---� ., � ��.. . , . . -••- - TOWiv,- BUILD &'VERMIT. PARCE4,;,0.:004 009 002 G OBASE 'ID 42938 ADDRESS 120 PEPPERCORN LANE PHONE COTU IT, Z I P SCOT 33 BLOCK LOT SIZE DBA- DEVELOPMENT DISTRICT CT PERMIT 64567 DESCRIPTION SINGLE FAMILY. RES- . W/GARAGE PERMIT TYPE BUILD • .TITTLE NEW RESIDENTIAL BLDG PMT ! ' CONTRACTORS: LAGADINOS, NICK �e��rt�e�i� ®f ARCHITECTS Re'ulatory Services TOTAL FEES: $986 73 BOND :00t�E .Q► PRIVATEP _ BUILDIIKG DIV/'SIGN BY 12/1 DATE ISSUED 10 16/200 �,. ',RIRATION DATE 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 D.EPTH.AND,LOCATION OF PUBLIC SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS.OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: 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. ® i w BUILDING INSPECTION APPROVALS- PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 iN 5,Ui_A'71. ;5`-r7 j-U��� 2 ®S 2�'�� 3 s'` 1 ATING INSPECTION APPROVALS ENGINEERING DEPARTMENT " �-�I✓� o —g 2 30 BARD OF HEALTH d_ Z a° - 3 03 g� 'le z 2 OTHER: SITE PLAN REVIEW APPROVAL p� E K SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS NSPECTOR HAS APPROVEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY OUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- . NOTED ABOVE. TION: - BUILD .ING P E R M- 11T. ,:;. . r • I s ; t 1 �2 cot, f 2b�4P�V��Y � rp� C o l J TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION y5 Map 0 Parcel 00 —,00 z Permit# Health Division 9h,42 �_OdO Date 16sued !6 ;2 /7N., _ Conservation Division /"D o o?3/D Li¢/V 6� d�0� �AYP" Fee `945 ' Tax Collector' AW or— 93G-Z3 Treasurer SEC SYSTEM MUST 1NSTA=INCOWL ANCE Planning Dept. �F. IM TW 6 Date Definitive Plan Approved by Planning Board ONMENTAL CODE ANC? 4 �- e�s�l 3—"-/ _0 TOWN REGULA.'"IONS Historic-OKH Preservation/Hyannis ; Project Street Address ZZ4 93 /Z NXIAhi►'T"!I N L O Village fib-f7 %T Owner +W Ct O EA> Address. S z v1 so c► ye. Telephone Gj t 3" Permit Request ivi - 1 GU r ~ l a Square feet: 1st floor:existing — proposed 3 2nd floor: existing — proposed q'71_ Total newer •0� n Estimated Project Cost 27 5 Zoning District Flood Plain �' Groundwater Overlay Construction Type UJQQ C/ C5 r Lot Size 0 -S 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 Hig way: Wes I No Basement Type: ElFull ❑Crawl ❑Walkout ❑Other , !" Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ?.5 , 60 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 2/Oil ❑Electric ❑Other Central Air: ❑"Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes , No Detached garage:❑existing ❑new size 'Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing Unew size XXZA Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Ly�o If yes, site plan review# Current Use Proposed Use rC�► BUILDER INFORMATION Name Aek 4/9mr1U< Telephone Number Address 13 _Z340k 262 Z License# 0 l a72Z 11T ✓ham Home Improvement Contractor# Worker's Compensation# LU e, �o t-S-t 7 y ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO -J[ � /�fJ SIGNATURE DATE D - FOR OFFICIAL USE ONLY PERMIT NO. - - '± DATE ISSUED_ MAP/PARCEL NO. ADDRESS r t VILLAGE r d i . OWNER _ f DATE OF INSPECTION: - FOUNDATION j, _oL a FRAME INSULATION —2' _ � FIREPLACE Cs 2—4 — _ ELECTRICAL: ROUGH FINAL ' PLUMBING: a ROUGH FINAL - GAS: 'ROUGHS +' FINAL + *- flu FINAL BUILDING j'� P a "IN CIO DATE CLOSED OUTjfn 4 -ASSOCIATION PLAN NO. . � `` TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel O 6T 40 Z Permit# r Health Division �`�`� �"���" `�' �� ;�t�,SLE � 3 Date Issued Conservation Divisionl ,l) f j ` 'm2 Application Fee Tax Collector I 4n Permit Fee Treasurer SEPTICEl UST p� SYSTEVVI E aUST BE Planning Dept. INSTALLED ,�.&�T A L. LE®IN CO�B�LOAfm�„ Date Definitive Plan Approved by Planning Board WITH TITLE 5 ENVIRONVENTAL CODE ANL Historic-OKH Preservation/Hyannis TOM REGULATION Project Str ddress 124� Village w Owner —� Address Telephone Z 3 — `7 Permit Request fwo x 4 oy w c R _O t f_t &_r t,, 4' [� r2 `G- Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay . 4roject Valuati n Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes,site plan review# Current Use Proposed Use I V,6 Dd� Z1Jxy� BUILD R I ORMATION // , _ Svc-- ��Z- �7 Named i� o A< d,�, G v lS f�s�T Telephone Number Add s �al.3.5 �/� License# 03'-l0/�T _ S /�� Home Improvement Contractor# 14��S Worker's Compensation# 41 ALL CONSTRUCTION DEBRI SULTING FROM THIS PROJECT WILL*TAKEN TO /4 l �7 SIGNATURE DATE �``� 2 3 FOR OFFICIAL USE ONLY PERMIT NO. ` DATE ISSUED t MAP/PARCEL NO. ^� r ' ADDRESS VILLAGE i :r ' OWNER DATE OF INSPECTION: FOUNDATION CibC S't3 `P ` FRAME INSULATION FIREPLACE i i ELECTRICAL: ROUGH FINAL f PLUMBING: ROUGH FINAL > GAS: ROUGH FINAL', FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. f, The Commonwealth of Massachusetts Department of Industrial Accidents office of%st/9ations 600 Washington Street Boston,Mass. 02111 Workers' Compensation.Insurance Affidavit a ... ea ; . �;: ` name location: C 2 cif ►�.S •�D1� 7 I Vr q �/� 2 L/ phone# [] I ty am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity _ [] I am an employer providing workers' compensation for my emplo ees working on this fob s 'rx t7 1p J TL kr—' '..Fr- �ly 'f�+f...�• y a s.e:= 'S i,.n �r t K •.•fi.?C^x ,s.r,, ' -{= `�7,�'x' "':5 'ir-✓MyL�F t �3 b•�rLr 7}�' L "'yh' e3 "'iiir+tL 9t; ? j '� _ 5 >a r,s ('t:a 1 .. n l.'�'� &.-�.Fa-S.Y.e :R �e'i�',.•(Yr :coin an name.4 5 Y r y i v H ; Y � d rvti�r yrn h rw r r? k v 4 F r'Pt t ' a:, �a t` ` yr afK 5, { ?x ,, Jraa of r? � � c ar ,#� �i}r -'�� ��r a.,- d'.mot' d-�' +i.:r "k_. iw Lei .•F.,y„�,*Y.�,! 'Stt��,•��„-g�� x` 7 ` `,�C' wjJ rrs s/t'•. t•' .'. � u'a}• r'",.`r„Y. -o� <l iv..Z L� ;`t,'y, .i"£w:�£. ` rrs`s�u hCs'.4 raddrpss ate, - 1 ;,.. ./' i .a+ z s i,.�1 t ti � s e• 1 if a -( y rs .,v t {i'#'ft' `� `� �?:� 5 �'� snNy's X� �.�fs t r h �� rt "• .�y ; �1. r�''gif ,W y,3 1 r x wt< {'s"4; i,C••-: �..r�'` 3� X•e�: � �� -: r•' ...> y.,.... x - r+ v � 4 d Jt J �"y,,��'t`yr{ Lr e-r a•z x x•Y,i� :1�� `Lr• fiPee � ,srh�,�^;�r ,���r.•'� `�5:-"'ba ,>j� �-r erYt-Lfs � a �. r ..S �i.s� -�c f 's t 7 r+{y?-w.`�7C`^��`'�-�''�43 z " .#. h x. 5 c Fr"'•s�1��. a '��� .�'. 'S's .-ei �,:J 7r'.e,�•'�,..7f' {r•` � 5����,�G �y 6,1't s � L 4-...�F�. � >� ..'tom .a'r �., a. r�r---'��'_i Yt�h`�..�.4J•'t{T2.,':�.�. ,�::2t.�r.� :fh�49 I am a sole proprietor,general contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices .w:urn•-• #T " ,,.� -Hon s S�sy-', rk y' --�'p.�S 3 ?;r r :.r k y 7 -u- Sr,k 7 fiS� MEN • `-y'� ,f'. rj„ t1ay, ,:.s.,s.,.�•u- i r t 1 .r3+ti a �,9"t;x .,•,'� ,uv.0 a�rr5 jT Com an na:e 6 4� aC rnr s 44iL— bo.L ''�,'. -t ;a J..Nyr S. •-.n�.F r.l ':r ,�>i^.�}y Lg vct>< .° .r .gin �,�'t.r- ,r tiE 'iJ �s{ a n .'Isis"' -� p '''4F3. - xrx 'E}t „1 " '+": y .. <S'F s i`' I7t a 4-x.' ..`zi-..-- •� .:.:v-mat ny+'''.ti' �•!+` 6'r`''. ' Ysshr ' c .P.. tr cf'i..ky'": t"1s t1 � >rA ) > ga{L 4 rr `k4 C•i'•-��'�,�1�e +J t g� G a�dMs ,a yeti` T..r!✓ti,. Z��: �� ,p'� �Fs;a 1�1 xP�'�e-y���+k�� � �''� R,.�Z r .x :f ia'�ti;A4�}t a5.�•ar.��!•�Fz�yt:. 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'i'-1�tx Y R t'u�x 7 ],„, Y .P �i y M S 11 1 2 t LI -.� Ztyh� -}F J.�'� K� � � -..� -. x�:t='� w^���r�,�+� •4 �d3.�L .. ..4 s� 3ti s. r c -� a,xaf 5.-. �.. .,�t•� r-r+,':.�a ���+i+ >�-adi �' i•G"x+- j�"•J- `.�^. L '�G.�. 1J ••k•f'{t (e% .may 1• -y i N1�•L .7•,LkT,f/ .2'�{ _}`n 15, ^te+Ki' S, x�• l .p ,r• err 's �egr..zs s,,,. c w t v .at '• a �''r ,, t �- 7 _ 'ckhkk'1. .Y w{ 'W .+•,-'�'`.s y -•"`^•,.s G.r'.'k� ft tr y <i a - y '" .- "n stY�{AS."7'.,..N J 7#+rr• s j s t i ,4 Y 'h Y •"i,,:'4. d.., .,y,. x,<.`kv1 1 r s �. honer#U Fs x { J' 5"rn 4J }a.t 7 to 4 a }�•r'>c aN-.bi� 5..r - 1 � ° F� -1S �`" 'fit s 'as. R 3 y a p J 'rr�L ! a s,.M c..a�,•' .,k?`" - i -s .,.5+. ...$,t�^ ,s,�...;,,y z ,.1, .0 Q, 'd aa'y9h* •a� kt`"t4 '"�4 ar s i - r,S .. *e w s �1- Z y�',r�.w.,trVo Y,•••4.t.s.+a.r cfj '� •z „,7`�'� .¢5 '• ' Y 'a.at i..+'+uy Y. t 4 !'. '<JI 3.0 r g 4f �, SE��'�" tl4 t.4.•'U;{. .y.:.,x.,dM y.y"/ 5 s{'hsurance:conh�^'�kf�J'�_.�#^.:�'"-�",^?.r`. t',:�i. .t..,a,�, , e, ,. .. •�...�, 4V Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$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$100.00 a day against me. I understand that a copy of this statement may be fo d to the Office of Investigations of the DIA for coverage verification. I do hereby certify er the pal and pe t' of perjury that the information provided above is true and correct. Signature Date 4 -Z- —�� P mt name I Z �'5t•� Phone# �d 0 official use only do not write in this area to be completed by city or town official city or town: permit/license# nBuilding Department (—)Licensing Board C]check if immediate response is required []Selectmen's Office []Health Department contact person: phone#; MOther (revised 9/95 PIA) r Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. 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. An employer is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer, or the rece iver or trusteeof an individual, partnership, association or other legal entity, employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 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 the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you.have any questions regarding the"law"or if 0 obtain a workers' compensation policy, Tease call the Department at the number listed below. t YP you are required P P City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out.in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: • The Commonwealth Of Massachusetts Department of Industrial Accidents Office of investigations 600 Washington Street Boston,Ma. 02111 fax#: (617) 727-7749 phone#: (617) 727-4900 ext. 406 °FINE r° Town of Barnstable Regulatory Services $ARNST"LA " Thomas F.Geiler,Director - arwss. 1 .19.�A Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-403 8 Fax: 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction,alterations,renovation,repair,modernization, conversion, improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. . w Type.ofWork: SN c e✓l I w6 Estimated.Cost r Address of Work: Z V ��T-Z 2Co? A Owner's Name: 4,1 l Date of Application: +-Z- —03 I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereb apply for a permit as the agent of the owner: Date• Contractor Name Registration No. OR Date Owner's Name 4 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings;Additions $50.00 Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORBSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft. 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) Ing round Swimming Pool $60.00 `� ' Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee P�OFZHE Toy�o Town of Barnstable y Regulatory Services r • i BAgIVSTABLE, = Thomas F.Geiler,Director 9 MASS' `�prE0 Aga'` Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder r'k �CCx� , as Owner of the subject property hereby authorize. sL5,IL"�,�!t to act on my behalf, in all matters relative to work authorized bythis building permit application for(address of lob) Sifn e of Owner Date Print Name ACORQ_ CERTIFICATE OF LIABILITY INSURANCE 04,O'S/200.' PROOIxEa (603)432-3666 FAX (603)432-6076 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Lakeside Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR One Wall Street ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Windham,'NH 03087 INSURERS AFFORDING COVERAGE RISuaEo South Shore Gunite Pool & Spa, Inc INSIIRERA: ...:Valley Forge Guarino's Swimming Pool Service, Inc. INSURERS: Transcontinental 7 Progress Avenue INSURERC: CNA Insurance Companies Chelmsford, MA 01824-3606 INSURER0: American Intl. Group INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN.THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. tNSR POLICY fECTIVE PM ICY EXPIRATION . LTR TYPE OF INSURANCE POLICY HUTABER DATE T DATE M LBAtTS GENERAL LIASUM 10434303 31 EACH OCCURRENCE $ 1,000,O c X COMMERCIAL GENERAL L1AB&ITY FIRE DAMAGE("one Ue) S 100,0, MADE aO0CUR 5/15/02 5/15/03 MEDEw("onePM-1 $ S'0f A PERSONAL&AM INAJRY s 17'000,0/. GENERAL AGGREGATE f 2,000,0 GEHL AGGREGATE LIMR APPLIES PER: PRODUCTS-COMPIOP AGG S 2,000,0 I POLICY �TEl Loc - AUTOMOBtLE LIASUM 72299SI _ .. COa,B,NEO SwGLE LIMIT ANY AUTO (Es aoodenq s 1,000,o t ALL OWNED AUTOS 5/15/02 5/15/0315/03 ," X S EDAUTos s B X HIRED AUTOS BODILY INJURY X IMOMMED AUTOS (Per scoder%Q S PROPERTY OAMAGE S (Per sodden . GARAGE IAABILRY AUTO ONLY-EA ACCIDENT S ANYAUTo EA AM 5/15/02 5/15/03 OTHER THAN s AUTO ONLY: A" S ExcEss uABa ITY 10821OZ948 EACH OCCURRENCE $ 1,000,0 OCCUR CLAIMS MADE AGGREGATE s 1,000,0 C 5/15/02 5/15/03 s DEDUCTIBLE S RETENTION S S WORKERS COMPENSATION AND WC9386412 = - roar LPATS Eti EMPLOYERS'LIABILITY o - - 5/15/02' S/15/03 El EACH ACCOENT s 1,000,0 E L.DISEASE-EA EMPLOYE S 1,000,0 E.L.DISEASE-POLICY LIMIT S 1,000,C' OTHER OESCW nON OF OPERATgNSILOCATION ADDED BY ENOORSEMENTISPECIAL PROVISIONS overing Installation of Swimming Pools and related operations 0,4fie insured during the policy period. CERTIFICATE HOLDER ADDITIONAL INSURED.INSURER LETTER: CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBEO POLICIES BE CANCELLED BEFORE THE TOWN OF BARNSTABLE EXPIRATION DATE THEREOF.THE tSSUtkG COMPANY WALL ENDEAVOR TO MAIL OFFICE OF BUILDING INSP. 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT. JOB ADDRESS: BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIA84i TY THE..GORMALLY RES 4I *DENCE OF ANY KIND UPON THE COIAPAAY.ITS AGENTS OR REPRESENTATNES. 120 PEPPERCORN LAVE, t COTIIiT AUTNORQ6b REPRESENTATIVE j EdWi Duvall/PROPA ACORO 25-S(7197) 0K4COR0 CORPORATION I .,=\ �RP. -UO%7U!)21J IYAlB6L�l/[• Cl,.��IA40(L(�7.CCdP.�� N' n-E ri Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registration: 105485 Board of Building Regulations and Standards ��-- One Ashburton Place Rm 1301 Expiration: 7/17/2004 Boston,Ma.02108 Type: Supplement Card SOUTH SHORE GUNITE POOL& 064WID BENOIT 7 Progress Ave. --- ---- Chelmsford.MA 01824 .Administrator Not valid without signature zo BOARD OF BUILDING REGULATIONS (License: CONSTRUCTION SUPERVISOR Number: CS 056174 Birthdate: 03/16/1945 hit Expires:03/16/2005 Tr.no: 9504 Restricted: 00 RICHARD E BENOIT 54 CUSHING HILL RDe b�i NORWELL, MA 02061 Administrator r O Affidavit of Substantial Financial Interest r I, x11 e/L- of ( , on oath depose and state as follows: 1. I am an applicant for a building permit for the property located at Map G(k , Parcel GOZ. The address of the property is 126 /�EDr�Pr�orrK �� �iT 2. 1 have 0 % legal or equitabIpLterest in the real property which is the subject of the building permit applicatior-,,p�vhich is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is ?Z D , the following-individuals or entities have had a 1% or greater legal or eq itab a interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date,.whichjis �Z3 G , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: ° Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted �_building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 6 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of rjury, this da of , 200 .,. ^ 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT r T The Fawn of Barnstab� Department of Health Safety and Environmental Services M"86. M'"► Ruilding Division 367 Main Street,Hyannis,MA,02601 Office: 508-962-4038 Fax: 508-790-6230 ppy� `► - PLAN REVIEW Owner: Project Address: I ,L,R,I ,`�or��r guilder:1YlC [- r/IF DIXoS The following items were noted on reviewing: ./ �/XTS �(/ �/�i5/. 1./I�` G UNO,�s+t SIB tJ 1 I✓Q,eQ�P� C O/ e;60F1frilP p � / 1� �.rtr {t.�r b $ �� ✓ 7 FD GjyLIL 6/�0 1 `2 All A- 7c 7) OzE %a4 77C Pz-x-,rrS Tar � ? 4Y4(o Reviewed by: S_a�� �ra,Z yG 3 V Date: 7/�l q;building:forms;rtview TO 3DVd 0EZ906L80ST6 6I:91 Z00Z/9T/OT 3-70 1 t� . r w .. HE ` ► The Town of Barnstable BARNSTABLE. � Department...of Health Safety and Environmental Services�� ( 4 y(,j L•+ 9Q MASS. 01639. TFoMPSN. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 PLAN REVIEW Owner: —TOf{/Y Map/Parcel: �4r/�'aq-aD2 Project Address: ��`6 ����` °� Z✓Y. ` 07V/I Builder.+ k 4GAD11,1US The following items were noted on reviewing: � CU/Tf/ t.0l/7'`Lo G 7-4/W75 i4*0 /1V` I o4 y �- i 7 9V Can 1/. a 4)_PZf `/ 5) '47-7-1C P C-,rSS Mo7- 5140 w 7�I710"0 wl S Ulf 7"19P o/= Reviewed by: Date: q:building:forms:review I , RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE d —view Buildings,Additions $50.00 Alterations/Renovations $25:00 Building Permit Amendment $25.W FEE VALUE WORKSHEET NEW LIVING SPACE square feet x$96/sq.foot= x.0031= J plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft.1 >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 1 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 projcost 4, C). SUBDIVISION PLAN OF LAND IN BARNSTABLE 1619 ` Baxter & Nye Inc ., Surveyors June 23, 1992 Y I 17 dn. ' w d 23 n. C.R. R J ..-...`.. J dn. -o c13. ✓.\ G h O \ 4 32, ,4 36 \ _ 19 e3 24 d m 33 N I Ii r..f?,gr�. ;AN 5 ' I 3 .3 } ds aC 25 34 n . ry —26 35 dy dA 22 Subdivision of Lot 20 and Lot 27 Shown on Plan 16194-L and 16194-M Filed with Cert . of Title No . 42368 and 42368 R.egistry .District of Barnstable County Separate certificates of title may be issued for land shown hereon as L6ts 92 tI —- — — — — — — — — Copy of part of plan By the Court, filed in LAND REGISTRATION OFFICE Oct. 7, 1992 _ Oct. _7,_19_9_2 — — — — — — — — — — Scale of this plan 100 feet to an inch C aer.SM.ST !23 Louis A. Moore, Engineer for Court • w BARNSTABLE LAND COURT REGISTRY DISTRICT JOHN F. MEADE, REGISTER LC425RP: LAND COURT COPY REQUEST Delivery: Pickup Dated: 9-23-2002 Q 15: 03 :42 wkstn: LCX48 Req by: C Remote Trans #: 260177 ------------------------------------------------------------------------------ Document #: 804, 832 Pages requested: *All # of pages printed: 3 Fee: 2 .25 ------------------------------------------------------------------------------ Customer will pick up ------------------------------------------------------------------------------- i~ a OOC&804.832 06-30-2000 12,44 CTF#1156262 BARNSTABL.E LAND COURT REGISTRY We, BENJAMIN H. HECKSCHER of Swarthmore, PA holder of a three- fifths (3/5) interest and JOHN H. HECKSCHER of Cincinnati, OH holder a two-fifths (2/5) interest, for consideration paid and in consideration of'ONE HUNDRED SEVENTY THOUSAND AND 00/100 ($170,000.00) DOLLARS, grant to JOHN J. GORMALLY and KATHLEEN GORMALLY, husband and wife as tenants by the entirety, both of 38 San Souci Drive, South Hadley, MA 01075, with QUITCLAIM COVENANTS, the land together with the buildings and improvements thereon situated W on Peppercorn Lane in the Village of Cotuit, Town and County of Barnstable, *i Massachusetts shown as LQ133 on Land Court Plan 16194-0. e V Lot 33 is conveyed subject to and with the benefit of an easement in favor of U Commonwealth Electric Company et al recorded as Document No.297019. Said lot is conveyed together with a right of way over Peppercorn Lane in o a common with all others now or hereafter entitled thereto including so much of said r6 .V Peppercorn Lane as is shown as Lot 40 on Land Court Plan 11542-1 to and from the public way. Said premises are conveyed subject to the following restrictions for the benefit of the Grantor which, unless released, modified, amended or waived, shall remain in force for a period of thirty(30)years from the date of this deed. The Grantor hereby reserves LAW OFFWM CW X*W R.ALOM,P.C. the right to release,modify, assign, amend and waive said restrictions hereafter set forth 4"MAIN 0, T R O.WX MY WrIM V ILL9.MA at any time provided any such amendment shall not be more restrictive. Said restrictions are for the benefit of the remaining land of the Grantor in Land court Case 16194,which said land shall be known as the benefited land. Extensions of said restrictions and agreements for further periods of twenty (20) years from time to time may be made as required by law. 1. No business, trade or profession shall be conducted on the Land at any time,nor shall the Land be used for any improper,offensive or objectionable activities or purposes nor for any other purposes other than residential purposes. The leasing of premises for residential purposes located on the Land shall not constitute the conduct of a trade or business. 2. No building shall be constructed on the Land with more than a two-story elevation or more than twenty-four (24) feet in height from ground level to the peak of the roof. 3. No buildings shall be constructed on the Land other than a single-family dwelling with detached or attached garage for not more than three (3)automobiles and a shed for storage purposes. 4. The structures and grounds on the Land shall be maintained in a neat and attractive manner and all disturbed areas shall either be seeded, loomed or covered with mulch or wood chips,it being the intent to preserve the integrity of the area in as close to its natural condition as possible. 5. No docks or piers shall be constructed on the premises. 6. Electrical, telephone and any other cable connections from the main line shall be underground only. For title see Certificate of Title No. 157276, WITNESS our hands and seals this day of C — 12000 BENJAMIN H.HECKSCHER JCITHj H. HECKSCHER STATE OF COUNTY OF DATE: Ju/jc. Then personally appeared the above-named BENJAMIN H. HECKSCHER and acknowledged the foregoing to be his free act and deed,before me NOTARY PUBLIC . My Commission Expires: Notarial seal Catherine E.Van Sand,Notary Public REG 13F DEEDS My COMASSIOn "a Apr$2,2002 G 4 2 Member,Pennsylvania assoclalion of NotaOWries NSTABLE BARNSTABLE COUNTY . .,.A,,.. REGISTRY OF DEEDS 06 11144AIt 01 COUNTY EXCISE TAX 32 ---f--------------- 40 FEE $581.40 1�� '•y �, ::'i 0'�� lip CASH 581.40 DAT .30.100 FRI ? � TA9fi =307.60 TOTWr 1387.60 CAW $387.60 CLERK M NO.004819 BARNSTABLE TIME 1® 2222 REGISTRY OF DEEDS BARNSTABLE COUNTY REGISTRY OF DEEDS A TRUE COPY,ATTEST r JOHN F.MEADE,REGISTER I MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2.01 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-23-2002 DATE OF PLANS: 7-10-02 TITLE: Gormally Home PROJECT INFORMATION: Gormally Home Peppercorn Lane Cotuit, MA 02635 COMPANY INFORMATION: Lagadinos Building and Design Inc. 13 Thankful Lane Cotuit, MA 02635 508-428-4097 COMPLIANCE: PASSESI) Required UA = 780 Your Home = 612 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value U-Value UA ------------------------------------------=------------------------------------ CEILINGS 2223 30.0 0.0 78 WALLS: Wood Frame, 16" O.C. 1890 19.0 0.0 114 WALLS: Wood Frame, 16" O.C. 1632 19.0 0.0 98 GLAZING: Windows or Doors 336 0.330 ill DOORS 175 0.330 58 DOORS 119 0.400 48 FLOORS: Over Unconditioned Space 2223 19.0 0.0 106 HVAC EQUIPMENT.4: Furnace, 88.0 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the a p icable Standard Design Conditions found in the Code. The HVAC equi me elected to heat or cool the building shall be no Aner han 1 the design load as specified in . Sections 780n Builder/Desi Date " ;v ~MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Gormally Home DATE: 9-23-2002 Bldg. Dept. 1 Use CEILINGS: [ J 1. R-30 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-19 Comments/Location [ ] I 2. Wood Frame, 16" O.C. , R-19 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1. U-value: 0.33 For windows without labeled U-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1. U-value: 0.33 Comments/Location ( ] 2. U-value: 0.4 Comments/Location FLOORS: [ ] 1. Over Unconditioned Space, R=19 Comments/Location HVAC EQUIPMENT: [ ] 1. Furnace, 88.0 AFUE or higher Make and Model Number AIR LEAKAGE: [ ] Joints, penetrations, and all 'other such openings in the building envelope that are sources of air leakage must be sealed. when installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified. in Sections 780CMR 1310 and J4.4. [ ] I SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and , require a cover unless over 20°s of the heating energy is from non-depletable sources. Pool pumps require a time clock. [ ] I HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in.) HEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-1" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLING SYSTEMS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 1.0 1.0 1.5 1.5 [ ] I CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.) : PIPE SIZES (in.) NON-CIRCULATING I CIRCULATING MAINS & RUNOUTS HEATED WATER TEMP (F) : RUNOUTS 0-1" I 0-1.25" 1.5-2.0" 2.0+" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only) ------------------------- LA BUILDING DESIGN 13 Thankful Lane Cotuit, MA 02635 INC. 508-428-4097 Fax 508-428-7709 September 22, 2002 Barnstable Building Department Re: Gormally Home Living Area [no garage] lst and 2nd fl000r 3202 Ceiling area [vault bedroom]2°d flr. +playroom 2223 Wall s.f. Exterior 1st 2101.f. @ 9' 1890 s.f. Wall s.f. Exterior 2nd 2041.f. @ 8' 1632 s.f. Windows Heated house area only No. Andersen Tilt Wash S.F. Total S.F. U- Opening Value 2 2862-2 36.36 . 72.72 .33 1 CTN28 4.25 4.25 .33 2 Flexi 3'4"x 3'4" 11.11 22.22 .33 1 C235 13.89 13.89 .33 2 3046 15.04 30.08 .33 2 CTN30 5.15 5.15 .33 5 2852-2 30.69 153.47 .33 2 2846 13.45 26.92 .33 1 2032 7.4 . 7.4 .33 Total Window Openings 336.1 Doors 1 3068 Fiberglass 21.90 21.90 .4 1 2868 Fire Steel 19.59 19.59 .4 2 3068 Fiberglass w/ 2 1268 38.61 77.23 .4 sidelights 1 28611 French 18.44 18.44 .33 2 54611 French 36.89 73.77 .33 2 60611 Slider 41.5 83 .33 Total Door Openings 293.93 + t ' � ✓fie i�anvrrco�uuecc�fi o�. acfucor,�a BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR Number C.St\ 012653 Birthdate 0{7/16%1'95.4 Expires j07l16f2003 Tr.no: 714 �G Restn}ted 00 ,- NICHOLAS A LAGADINOS j r 13 THANKFUL LANE.;,, I COTUIT, MA 02635 Administrator ' �a r t The Commonwealth of Massachusetts -" ( Department of Industrial Accidents of/Ice of/nyestlgatlons 600 Washington;Street Boston,Mass. 02111 r Workers' Compensation Insurance Affidavit rA�jflanitffin._ -- - �...,,.:w. name: location: city phone 9 I am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I am an employer providing workers' compensation for my employees working on this job. r company name: address: citti: �(�1`�I17- phone 9- insurance c I am a sole proprietor, seneral contractor,or homeowner(circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: address: city: Rhone#: _ insurance co nolicv comrinv name: address city: Phone insurance co policy# - y - .. .. .._ _ .-.:..vc.-��-�.,`�,.,•'T'�+..�4r• ,�TTn"=--__�':_�.'�^;','.. __ .� ?.ttach addtnanal sheet tf neccssan _. .^.a. -"' -._ ' _ _ =tea.:::�,:..y-, .:.;.:" � _.__. •_,-. .-.-•. :-�.�_ Failure to secure coverage as requ�ired under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1.500.00 and/or one vicars'imprisonment as%ell as civil penalties in the form of a STOP WORK ORDER and a fine of S700.00 a da_.•against me. I understand that a copy of this statement may be for%2rd the Office of Investigations of the DIA for coverage verification. 1 do here rtif under t e pai a penalties of p rjury that the information provided above is true and correct. Signature DateV AZ7—) (J� Print name I A G /N Phone= J s i official use only do not M rite in this area to be completed by city or town Ofrld2l ciry or town: permit/license.4 rlBuilding Department OLicensin;Board O check if immediate response is required OSelectmen's O�Tice OHealth Department contact person: phone P; r'10ther_ (1--J i:I'PIA) J Ir - : rJ 1 i' qq G , O C. -T_ C O , g4 � 4. zb i � � � � r •' L .,.\\�to I• j1 �:¢ow-t E LEva-tint;�a:: Ro a. fi 5 al 1'w a . . � D,l ¢II HEAFA rcLOY• - � 3 � I ME E A .zl�Es r I':.: ixlo-l6`c;t. 2xb•tb'r� � � .. 7�F t - ............ i H. n.H. SMOKE DETECTORS O.K. GenenAuvt;,2EsosNe� 1 t AEG-SIOM ,.1- \106d FD't'an. �(,ILZA't.�kh,)� �.Z Q:GDRSIhtiFJ15 (<:3»er,-z°wa . TA V Fr�c,l a 41 us BLE UILDING DEPT. MA. ELEva-rlou 'Speer. • ) r % .. .. .:! .,, ..., ... ... ...-.. ...P..:. .. ,..1. ,.,. ... ....r ...._ - .. _.. _ L w ?:11r r. { O L..� •Y.r':........... ...mac..:<.::.:.,.L" ,., .��..-:--�.-�--- - .v. s}. r — - a :s. - � k I Y -S i JI f� IL I ,29 a6Gsa �P I �� JA .�(c•tp,cnll .� �� � _ - .I i. � 2 2. -.r,•yc f - Ji Fi ILI P i_I - _ 5 , 1 ' 1 1 �, ' r_� �z,,:G,L, i+ � � � !;Q, \ 1 IL`[IL , 2%4-IL•({L P j. SL514 5'1�a: 5 qS'4 t,�y3.4: N I "< -11 LAW, Bus-o•cc _. .,q j :Y j- t'_1 L J ,- �rM6I '.. I � M • 4'3�66 CI N I�I P�� -� - d4.s�e� 'L —�2�f� I, kI I��r. � - - I• • _ ,2 , •a,- L— I 1 •-' .p I IL14`:Pbncn 5 a '.Q. 4 I ——_ ., / � I� I, -�, ..I Lam_—_ � I:` f' f� `i,,,I �• I l' j. : a� ' I j; i` C l°2��r;'. . . �SL4' i21�' U-D• T77 j ( wLvAALI-I '2�9�oEmts I �� r� � QEPDE(LGOh41 LA CoTv,Tl M/L � ij' D U 1.x0 FAR toe s, ` l.Gl d ¢,c DE5i�1LP s (413)lab-zoed i Ft�o 1 L,la a,L,_s hn A, • 14 n��'O' � � b¢vul G e,Gt-1-ID-e"L SCnv.C`. ecl•O � ' OWS Jp• FDu1•aDA'TIDN SL'L4, S of 5 • "1to' � �l�t�o• �._aszr<cn ooacw aSio- ce�Fncs vni:p - � I�Lo' :: _" ':.":':' Cp•. .:: F9`24. .3;.3.•p.5'� .21,_33/4. 5Y 21�3`�4' Co'' :q•;<4't FytFlnen `I I - ;:�'.y" �:`3'-A�w."•a`4-H:" -, Y.ff .t IZ'-t .�40' ".lo o- c3`o.. GL�. u U •...j �'Ran33 B veDwi o- ' , 11 �f�C.E11Z' �o pNF- a o � � .`� •Tr, j•�1WTtt1. n'4. U tr F1.R � � 34�'lole 151t Cj �� 0 � I , LP F L d N .AW.E' is q-o 9'-0' 4L3 t< - _ _ —�—'�3'--- a os.,a.a � .,�:,o•n�.� a G' 'I-Vb' �" ISb- 6- luo' 4- ---__..•_. _ Br.,:.:ne 41ae+n,.enn,nea Uon,.:n�w lLes.oERae .... _—.11 O___... R.[..GEt:rl:Fitr 4:3 -14,4-fie -- �a9=C_.q_-•��—?__—.—_—._._.. ._._—._—..___._._--._. _ � FE�,i.:S U:tis. W74. nY ' 4®"i-O 1p v3 S.F. c cnna2. 554 �}y.-,.fit a F..-t,[v^>. -�5 r i' Y.. r 3 i 4 (' �I si z:2 `i I y AL i1 ... � .� �',��z•z� �ti�,•. :��������2•zaSi�.��� Sly l'. I ., I �w 2?•. � ` a' 9 ` ,3�e• �3�I' 3Ld. � � I-c.— ,�,� _. • A �� 2M� N ,. O I. I �' I .I Lo A. ((r �. fn s: 6n�te1-.Y o 1 .A Y '13•114`. `s i e I Yl� i .60 .4.2C 52 _ �n, sLe c N � 1p 10. co . ..:'. .,.. .'. �.;:• • ' .. '2+�0.Nnhen.c-1L•cK 'v '.)�61 =i��p' Lrvrw6 - G'l9 ': .. 4L .. '4' 3S. 10`2• we�ca 1,...o..w JPJ.vtn uc't i kmlo ce a-.ti. GORMALLY R'E9fAEtIcE •� i 1(0''=0' :12�1e .2li.lv': F�PPERGcnu LG. Cnti,rr N16. . 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F-L.& o�5 From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:9/24/2002 Time:4:03:10 PM Page of 7 BOISE CASCADE - BC CALC rm 2001a DESIGN REPORT - US Tuesday,September24,2002 14:55 File Triple - 1 3/4" x 18" V-L SP 2900 Name:• Gormally_B1.BCC Job Name - Gormally Residence Customer - Lagadinos Bulidng&Remodeling rr Address - Peppercorn Lane Specifier - Designer - Joe Madera City,State,Zip - Cotuit,MA"I Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B1 'Beam Over Garage t Standard Load-40 PSF 110 PSF Tributary 14-00 00 BO B1 59 56lbs LL 5244 Ibs LL 1629 Ibs DL 916 Ibs DL Total Horizontal Length-22-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur, S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSF 10 PSF 14-00-00 100 Member Type: - Floor Beam 1 reduction for storage Unf.Area Load Left 14-00-00 22-00-00 -10 PSF -10 PSF 14-00-00 100 Number of Spans - 1 Left Cantilever - No Controls Summary Right Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Moment 39592 ft-Ibs 60.5% 100% 2 1-Internal Slope 0/12 End Shear 6495 Ibs 35.6% @ 100% 2 1-Left Tributary 14-00-00 Total Deflection U395(0.667) 60.6% 2 1 Repetitive n/a Live Deflection U492(0.537) 73.2% 2 1 Construction Type n/a Max.Defl. 0.667"(Limit: 1") 66.7% 2 1 Span/Depth 14.7 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Design meets Code minimum(L/240)Total load deflection criteria. Disclosure Design meets Code minimum(L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-3/4". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BC0 and Versa-Lam®are registered trademarks of Boise Cascade Corp. 2 From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:9/24/2002 Time:4:03:10 PM Page 3 of 7 BOISE CASCADE -BC CALC rm 2001 a DESIGN REPORT - US Tuesday,September 24,2002 14.55 File Double - 1 3/4" x 11 7/8" V-L SP 2900 Name: Gormally_B2.BCC Job Name - Gormally Residence Customer - Lagadinos Bulidng&Remodeling Address - Peppercorn Lane Specifier - Designer - Joe Madera City,State,Zip - Cotuit,MA Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B2 ,'Garage at-Stairs s t. 1 2 Standard Load-40 PSF 110 PSF Tributa 14 00-00 ¢ BO B1 42 0lbs LL 4200lbs LL 16 0lbs DL 1690lbs DL Total Horizontal Length-12-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 40 PSF 10 PSF 14-00-00 100 Member Type: - Floor Beam 1 wall Unf.Lin.Load Left 00-00-00 12-00-00 0 PLF 60 PLF n/a 100 Number of Spans - 1 2 attic/ceiling Unf.Area Load Left 00-00-00 12-00-00 20 PSF 10 PSF 07-'00-00 100 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 17670 ft-Ibs 88.8% @ 100% 2 1-Internal Tributary 14-00-00 End Shear 4919 Ibs 61.2% @ 100% 2 1-Left Repetitive n/a Total Deflection U307(0.469") 78.1% 2 1 Construction Type n/a Live Deflection U430(0.334") 83.6% 2 1 Max.Defl. 0.469"(Limit: 1") 46.9% 2 1 Live Load 40 PSF Span/Depth 12.1 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(L/240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(L/360)Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is 2". evidence of suitability for a particular Minimum bearing length for B1 is 2". application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lanz®are registered trademarks of Boise Cascade Corp. 3 From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:9/24/2002 Time:4:03:10 PM Page 4 of 7 BOISE CASCADE -BC CALC rm 2001a DESIGN REPORT - US Tuesday,September24,2002 14:56 Double - 1 3/4" x 11 7/8" V-L SP 2900 viame: Gormally_B3.BCC Job Name - Gormally Residence Customer - Lagadinos Bulidng&Remodeling Address - Peppercorn Lane Specifier - Designer - Joe Madera City,State,Zip - Cotuit,MA Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B3 a Beam At Balcony; Standard Load-40 PSF 110 PSF Tributary 02-06-00 3BO 07-00-00 B1 09-00-00 B2 06-00-00 B3 L 9 Ibs DL 332 I s DL Total Horizontal Length-22-00-00 307 I s DL 74 Ibs�L General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSF 10 PSF 02-06-00 100 Member Type: - Floor Beam Number of Spans - 3 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 975 ft-Ibs 4.9% 100% 6 2-Left End Shear 274 Ibs 3.4% 100% 4 1-Left Slope 0/12 Cont.Shear 521 Ibs 6.5% 100% 6 2-Left Tributary 02-06-00 Uplift -5 Ibs 5 3-Right Repetitive n/a Total Deflection L/12933(0.008") 1.9% 5 2 Construction Type n/a Live Deflection L/15560(0.007") 2.3% 5 2 Total Neg.Deft. -0.002" 0.4% 5 1 Live Load 40 PSF Max.Defl. 0.008"(Limit:1") 0.8% 5 2 Dead Load 10 PSF Span/Depth 9.1 2 Part Load 0 PSF Duration 100 CAUTIONS: Disclosure Uplift of-5 Ibs found at span 3-Right. The completeness and accuracy of the input must be verified by anyone who would rely on the output as NOTES: evidence of suitability for a particular Design meets Code minimum(L/240)Total load deflection criteria. application. The output above is Design meets Code minimum(L/360)Live load deflection criteria. based upon building code-accepted Design meets arbitrary(1")Maximum load deflection criteria. design properties and analysis Minimum bearing length for BO is 1-1/2". methods. Installation of Boise Cascade engineered wood products Minimum bearing length for 81 is 3". must be in accordance with the Minimum bearing length for B2 is 3". current Installation Guide and the Minimum bearing length for 83 is 1-1/2". applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCIS and Versa-Lan-0 are registered trademarks of Boise Cascade Corp. 4 I - From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:9/24/2002 Time:4:03:10 PM Page 5 of 7 BOISE CASCADE -BC CALC rm 2001 a DESIGN REPORT - US Tuesday,September 24,2002 14:56 File Triple - 1 3/4" X 11 7/8" V-L SP 2900 Name: Gormally_B3A.BCC Job Name - Gormally Residence Customer - Lagadinos Bulidng&Remodeling Address - Peppercorn Lane Specifier - Designer - Joe Madera City,State,Zip - Cotuit,MA Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B3 Alternate Beam At Balcony-CLEAR SPAN Standard Load-40 PSF 110 PSF Tributary 02-Orr00 BO B1 11 0lbs LL 1100lbs LL 46 Ibs DL Total Horizontal Length-22-00-00 468 Ibs bL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 22-00-00 40 PSF 10 PSF 02-06-00 100 Member Type: - Floor Beam Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 8623 ft-Ibs 28.9% @ 100% 2 1-Internal End Shear 1427lbs 11.8% 100% 2 1-Left Slope 0/12 Total Deflection U514(0.513") 46.6% 2 1 Tributary 02-06-00 Live Deflection Lf733(0.36") 49.1% 2 1 Repetitive n/a Max.Defl. 0.513"(Limit:1") 51.3% 2 1 Construction Type n/a Span/Depth 22.2 1 Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-1/2". the input must be verified by anyone Minimum bearing length for B1 is 1-1/2". who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. 5 From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:9/24/2002 Time:4:03:10 PM Page 6 of 7 BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Tuesday,September24,2002 14:56 File Double - 1 3/4" x 11 7/8" V-L SP 2900 Name: Gormally_B4.BCc Job Name - Gormally Residence Customer - Lagadinos Bulidng&Remodeling Address - Peppercorn Lane Specifier - Designer - Joe Madera City,State,Zip - Cotuit,MA Company: - Shepley Wood Products Code Reports - ICBO 5512,BOCA 98-52,SBCCI 9852 Misc: - B4 rBalcony at Stairs 1 2 Standard Load-40 PSF 110 PSF Tributary 09-00-00 BO B1 42 0 Ibs LL 4200 Ibs LL 19 0 Ibs DL Total Horizontal Length-12-00-00 1990 Ibs DL General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 12-00-00 40 PSF 10 PSF 09-00-00 100 Member Type: - Floor Beam 1 wall Unf.Lin.Load Left 00-00-00 12-00-00 0 PLF 60 PLF n/a 100 Number of Spans - 1 2 Attic/Ceiling Unf.Area Load Left 00-00-00 12-00-00 20 PSF 10 PSF 17-00-00 100 Left Cantilever - No Right Cantilever - No Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Slope 0/12 Moment 18570 ft-Ibs 93.3% @ 100% 2 1-Internal Tributary 09-00-00 End Shear 5169 Ibs 64.3% @ 100% 2 1-Left Repetitive n/a Total Deflection U292(0.493") 82.1% 2 1 Construction Type n/a Live Deflection U430(0.334") 83.6% 2 1 Max.Defl. 0.493"(Limit: 1") 49.3% 2 1 Live Load 40 PSF Span/Depth 12.1 1 Dead Load 10 PSF Part Load 0 PSF Duration 100 NOTES: Disclosure Design meets Code minimum(U240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(L/360)Live load deflection criteria. the input must be verified by anyone Design meets arbitrary(1")Maximum load deflection criteria. who would rely on the output as Minimum bearing length for BO is 2-1/8". evidence of suitability for a particular Minimum bearing length for B1 is 2-1/8". application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCI®and Versa-Lam®are registered trademarks of Boise Cascade Corp. 6 From:Joe Madera 508-862-6007 To:Nick Lagadinos Date:9/24/2002 Time:4:03:10 PM Page 7 of 7 BOISE CASCADE -BC CALC rm 2001 a DESIGN REPORT - US Tuesday,September 24,2002 14:56 Single - 11 7/8" AJS 10 FileName: Gormally_J1.BCC Job Name - Gormally Residence Customer - Lagadinos Bulidng&Remodeling Address - Peppercorn Lane Specifier - Designer - Joe Madera City,State,Zip - Cotuit,MA Company: - Shepley Wood Products Code Reports - BOCA 99-23,SBCCI 9707A,ICBO 5504 Misc: - J1 -Typical Joist Standard Load-40 PSF 115 PSF OC Spacing 16" = a 4 ,F , ��. ,. w a 4.4 Ah-1-3/4" 1-3/4 BO B1 480lbs LL 480 Ibs LL 17 Ibs DL 180 Ibs PL Total Horizontal Length-18-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard UnfArea Load Left 00-00-00 18-00-00 40 PSF 15 PSF 16" 100 Member Type: - Joist Number of Spans - 1 Controls Summary Left Cantilever - No Control Type Value %Allowable Duration Loadcase Span Location Right Cantilever - No Moment 2970 ft-Ibs 87.9% 100% 2 1-Internal End Reaction 660 Ibs 57.7% @ 100% 2 1-Left Slope 0/12 Total Deflection U491(0.439") 48.8% 2 1 OC Spacing 16" Live Deflection U676(0.319") 53.2% 2 1 Repetitive Yes Max.Defl. 0.439"(Limit: 1") 43.9% 2 1 Construction Type Glued Span/Depth 18.2 1 Live Load 40 PSF Dead Load 15 PSF Part Load 0 PSF NOTES: Duration 100 Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. The completeness and accuracy of Minimum bearing length for BO is 1-3/4". the input must be verified by anyone Minimum bearing length for B1 is 1-3/4". who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code-accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you rave any questions,please call (800)232-0788 before beginning product installation. Page 1 of 1 BCIO and Versa-Lanz®are registered trademarks of Boise Cascade Corp. 7 I I� Maximum Floor Spans--Simple Spans Allowable Stress Design—100% Load Duration Glued & Nailed Sub floor MEMME l "'"5?O& Uve/D�d t ad 12" 16' 19.2" Notes: 24" 12" 16" 19.2" 24" �"Qh✓" 40�1 Ito 20a1F1r64, �5 � e I. Spans apply to simple span 40 15 19 9' 17 I 15 T 13 I 18'� 17 1 15 T 13 l application only. � r»� r- r Y : s 42I�8 I Ifsr 176� ifY4'�N,I, y P8 'w= 6 4r + 141r(" 13- 'K..er...n^7'.a'tueG2 2. Minimum end bearing length 40130 1 7-6" 15'-1" 13'-9" 12'-4" 1 T-6" I5'-I" 13'-9" 12'4" is I W', except for bold er ,f , .ems , Vans(min.3 —+�!I% 40/ 10 23 sp b llF;20,9e 18'I Ikz I6„ l' t '�2 3 mj2Q 3r'` 18' I.I G�Jb71 pQa tv�. $ 3. Maximum spans are mesured 40/ 15 22'-10" 19'-9" 18'0" 16'-1" 22'-3 19'-9" 18'-0" I6'-I" in between the su ort "' H 4'"0/y20� °2{IC"1{0' l`8"�1 d' �'f 7''Y3 I`5x'f5' 2�15'!I0' s FMB l'f �1�7 3 15 5' f (clearspan)and are base ` � ,; a � h °fa <r�L�tvLs .brit1 r �M TfiS "t uniformly loaded joists. /30 -2" 17-6" 15'-11" 14'-3" 20'-2" 17-6" 15'-I 1" 14V' 27 100 :j� �, 22 2 �r9 0 :25�2x �230 ' "2Jj'9I9' fp' 4. Total load deflection is i- spa��* +�w �r . � � 7����" �-� � ted to L/240. 40/ 15 26'-10" 23'-2" 21'-2" 18'-I I" 5 Refer to appropriate sections t h 25 8 i 2212 M 20r`3'"pf III-' �t25'2' .�3' `R,LYw tk.4i!.r.Y'Lniz�:..'.:.Wn� 1 v~'J »��•�+....�u`.Y s.:svcAJ�='�trr'�.U.;:...»bcr�.'+5.'�aat�'c:.:. .fw� of this Manual for installation N 40130 23 9 20-6" 18'9 16'7" 23'9 20-6 18 9" 16'7" guidelines and construction of r > „n r , details. Q � 1 �� 40N/ � 3Qe26 5x24 Jc 2;Isbrlr' 27 I1 'XI 25Fr2441,"a2I6'x 40/ 15 29' I 25'2 22 1 I 20'-6 27 11 25 2' 22 1 I 20�i' 6. Allowable spans take into consideration the composite � 40'l 20 �27 10 24 I� 22-0 � I'9'S" `: 271'I 24"I' effect from the nailed and 40130 25 9 22 3 20'2" 18'-0" 25 9 22 3 20'2" 18'-0" glued subfloor for deflections purposes Y � 9� 40 �� 22�9rt�'20'3fr�l9 �.> ur oses only 9I8 720 7. The adhesives used should 40/ 15 22 9 20 10 19 7 17-8 20'T be approved for Field-gluing k4"Q/20LZ2 -�5`.5.s ir,«resd- .k`5,2sm,aax:.'' ..e%,a.xr. ..-r,,e,. ..ava.'fSs:.s.�.r�3e'f.-zr'.;er}'os...., r..- r .>t/.:'d :-...x .r Plywood to Lumber Fra 40/30 21 7 19 2 17-6 15-8 20'7 18 9 17-6' I5-0" I' ming for Floor Systems rr - APPb Per manufacturers �I I/sfrr 401�10 27I24 9 " � 23' F written instructions see page 4, note 13 off this 40/ 15 27' 1 24'9 22 10 20'S 24-b 22-4" 21 I 19 1 I" ,, x Manual �trc40120� + 2t7r1vs'24i21 �li � W,4�622� 21n19�=5'x 8. Allowable spans take into 40130 25-0 22'2' 20 3 I T 11" 24-6 22 2" �20'3' I T I I" consideration repetitive " 40lg1030 9 '" 28'-0 �26`5' a23'=T�kh27410x 25`4 "r23' II' �Z=7 member increases. 40 115 30'9 27'9 254 22'-6" 27 10' 254 23 I I' 22'7" '2 x. , *z i, __30r 9 ���26 �,, 24 I 401.30 28 5 24'S" 22'3' 19-6' 27 10' 24'S" 22'3" 19-6" a ;`ffls0"l}l D34-0b �3f-0 "28"=g257" 30 9y�w .4�< „ < ,F �i z ewe,r� .k .. M 28-0 '� 5 25 40115 34-0" 30 2" 27'4" 24'-5" 30'9 28'-0 26'-5" 24'-5" rW 40w/2Q3328"8" �26':2""�02's9>r F3�'9ra28n-0'` 26'5u% 22'9" 40130 30'-10'"' 26'-6" 24'-2" 30'-9" 260-6" 24'-2" 19'-6" fl III 5 4" ; n January 2002 Maximum Floor Spans—Simple Spans Allowable Stress Design—100% Load Duration Nailed Sub floor de'GiFeria_ ".mprovedPe��,� :k �. 3 ° .»: ..,� CJ360L`•n L.� 40 LnsLoa�� .�� ALLIOLst � 12" 16" 19.2" 24" 12"( 16" 19.2" 24" 9Z �O l"10 I>� 10 I7 I I iFP J L yR IICs 4 If f 4` l4' 17 I Ig6 2 § YS 2 �1F4 (J Notes: v�o,'��`��:`a� 40/ 15 I9 10" 1 T 15'7 13I" 11 16 2 15 2 177�0 11. Spans apply to simple span 7 F'"{.tla' 3+" 7G ✓ 1v , ,g". ,t-"d',1,. Y ,Izm' c application only. � 114f�J1 �1f6 . �:3 40130 17-6" 15'-1" 13'-9" 12'-4" 17-6" 15'-1" 13'-9" 12'-4" 2. Minimum end bearing length °1% A40�1If0 Y 23r8Z09' 18'�`l,l" flab�rl� 2I5 1z9, 4' 18 2f Ib'9"` is I Yz", except for bold 4_�� 40115 22 10 19 9 18-0 16 1' 21 5 19-4" 18-0" 16 spans(min.3 I' 3. Maximum spans are mesured 401202 II 0 r1f8 1 f F7� 15r S� 218 III 7 3' yf5 in between the su000rts 40130 20'-2" 17-6" 15'-1 1" 14'-3" 20'-2" 17-6" 15'-11" 14'-3" (clearspan)and are based on uniformly loaded joists. 1�4 �40/IO b .105 9;1`'0 � €2 2 -0 � z 4. Total load deflection is limited 40/ 15 26 10' 23'2 21 2" 18 11 24 4 22-0 20 8' 18 1 1" �40n120 ir"� �� N 1� � to U240. kv :✓s� b.`ac'' -.,:rx... ?fW...s ><'mrLYG`.r,;.t/ . ht✓t'.Ivrn�i 1i :..(c' TC 5+�,:r. 'wta-Lel��' 8 N; 40130 23'-9" 20'-6" 18'-9" 16'-7" 23'-9" 20'-6" 18'-9" 16'.7" 5. Refer to appropriate sections of this Manual for installation I640�/ 102;'xZ9'9"`" 26 5 � t24 I'- 21b�t7`0 "29 S22, ll21t'2% guidelines and construction Q � i: � 1srvr �a=. � ra3 ` .. �;:��c, details. 401 15 29'-I" 25-2" 22'-1 I" 20'-6" 27'-0" 24'-5" 22'-1 1" 20'-6" ;'� � �'# � �� � "^� ��_� � �"!��� k s Ixr�� t a �� 1 � &� 1 ,��- f Ix .� 6. Allowable spans take into .{�4,�O,r•20�N I O y 2�4 I��2 -0 19�5 � -0�,;��a 24�I,1�, 2-0z �19 5 40130 25'-9" 22'-3" 20'-2" 18'-0" 25'-9" 22'-3" 20'-2" 18'-0" consideration the composite effect from the nailed sub- "' t floor for deflection purposes 9� 40�°l'}10Hum 20-0f& 9I20-0 'n. %�� t � lfry � �.5 only 40/ 15 22' I 20-0 18 9' 17'-4 20 0" I8'-0 16 1I" I5 7" J > 7. The nailing specifications are 4,0.1=2022 I ZO-0-0 jf 89 �I 6q �2p08880Y°„= 161! 4 ItS to be in accordance with 40130 20'-11" 18'-11" 17'-6" 15'-8" 20'-0" 18'-0" 16'-1 I" 15'-7" appropriate building code. vdl%" 40/'-1026 4 23 10' y22'�4 k� 23:1=0 I8 7 8. Allowable spans take into 401 15 26'-4" 23'-10" 22'4" 20'-5" 23'-10" 21'-6" 20'-2" 18'-7" consideration repetitive 40 member increases. :k�1w 20, 26, 4 �w234 Zr 195' 23ma ��6 202 .f 8 40130 24' 11 22 2' 20 3 IT-1 1" 23 10 21 6' 20 2' IT-1 I" 401 15 29� I 11 I-I 1 27 I 25 4 22 6 27 I1 1 I ,I I 24 5 22 I 1 21 2 11 27���In,r�7 &M 40130 28'4" 24'-S" 22'-3" 19'-6" 27-1" 24'-5" 22'-3" 19'-6" 401 15 33 1 30-0 27'4" 24' S' 30'-0 27 1 25 5" 23' 6" I �' '2 'I 1`•'11 ' a r;MIQ40;120�> 33 1; 28..8F: �26_222 40130 30'-10" 1 26'-6" 24'-2" 19'-6" 30'-0" 26'-6" 24'-2" 19'-6" _ _ 1 4 Q i V r. January 2002 t maximum Floor Spans—Continuous Spans Allowable Stress Design—100% Load Duration Nailed Sub floor 1 A Span A O.S Span min. A Notes: �"` }� i7� MimmumCodeCrrteria n r €�7sa at. 5Arr0ea Re,ru„na„ce I. Spans apply to continuous AL�Ipjs- Uve/pead 12" 16' 19 2" 24" 12" 16" 19.2' 24" span application only. Load(P 2. The shortest span shall be nodF?, k less than 50%of the longest adjacent span. 40/15 19 10" 17 2" 15 8" 14'-0" 19 10 17 2" 5-8 14-0 � g4-0f ';Irz 1 -0,trx1354 „ �, kr '^fi ,�s : 3. Minimum end bearing length pta�k -0IG 15,c-0 :13 -5`' is I W',intermediate is 3 IFi 40/30 17' 7" 15' 3' 13 1 I 12 5 17' 7 15' 3 13' 1 I' 12 5' Iwtfta> I S.Xub afire 4. Maximum spans are mea- Q 18,� 40'�I!Oul24I' 20 IO "li -0� f -0 ' 2� w2�"ISO sured centerline to �9-07 centerline of bearing and 40/15 22 11 19 10 18'-2" I6 3' 22 1, 19 10" 18—2 I6 3 , n ft: 40/20 �2-0 .19-0< �17 �5622s7 �. �r are based on uniformly I7:'.1F f5 ' loaded joists. 40/30 20-4' 17 7" 16-1 14-4 20-4 I7 7 16-1 I4-4" r Yr, 5. Minimum Code for Con14� %1028 32.+4, ' 2h` 3 �?911283 .I4 Ili centrated Live Load shall 40/15 26 II be verified for specific appli- 23� 21-3 19-0" 26 II" 23'�" 21-3' 19-0 cation as building p g code. 6. Total load deflection is limi- N�_ 40/30 23 I0 20-8" 18' 10" I6—S" 23 I0 20-8' 18 10 16 8 1 ted to U240. � ' wrffi xh t 4 y sksP� h I 7. Refer to appropriate sections 40115 29 2 25 3" 3 2 20'-8' 29' 2' 25 3 23' u 1 20-8' of this Manual for installation r 40,1f20�f 27ti1 24 2:'s22 -fir 9..-627' IVFI� guidelines and construction 2422Iq details. 40/30 25 10 22' S 20 5 I6-8' 25' 10" 22' 5' 20 5' I6-�' 8. Allowable spans take into _ � 222010 I8-6 consideration the composite �40/15 25 2 21 10 19 I I I6-10" 24 7 21 I0' 19-11 I6'_-10" effect from the nailed sub a F � lVy/2d24,, 1_�yF r�r L.1Cm� :.:.<, ?x� �rt115'LaS,'e f i ii Jam:' floor for deflection purposes only. 40/30 22-4 19-4' I6-6' 13 3" 22-4' 191E I6'--6" 13' 3" �a'�1l."fix- e ,a.F t-'rxy., yns-_ +air q- v. 9. Allowable spans take into I li s 40/10 30-6' 26 5"I ,2,4„';,:f r l' 7't 29'�1'� ; f' R 4 ;N 1 consideration repetitive " 25 2 23-0' 20 7" 29 I' 25' 2" ' " member increases. �115 � 9�¢1 R 23-0 20-7 �l20�e.�.�� �•,,r�24 �'11{=� �22'-0 "` �`�'9.. Z.7, �. �f 24 .�"`� 2�2` 4f ''�'°"� 40/30 25' 9 22-4' 20-4" I6-8" 25 9 22—4 --8 20-4 I6 r .�r4 s E i 40Y1µ10 33� 1 OF i x 29'3 e5 26 q � 23 A S ut "rF77,u x r s+ K rxxs , a aI 203' 40115 32 3 27 I I � G� 25-6 21'-3 32' 3 2 7' 1 I 25—6 21 3" ri1 .I40%20 LF30'"I'02y6"s 9'k24'-4 71.9=6' W, MA 40/30 28 7 24 9 20' I 1 16--8 4—4r �,,,��;;��j ��,r � Lh�ip �",•�j j �-,j 28 7 24 9 20' I 1 16—8' 40115 35—0' 30 3 26 7 21—3 35—0 30 3 26 7 21 3" : ,. 290' 24: 4"I'9 40/30 31'-0" 25'-1" 20'-1 I" I6'-8" 31'-0" 25'-1" 20'-1 I I6'-8" i 11 ' 9 , January 2002 I - Floor — Allowable Uniform Loads, plf Allowable Stress Design AJS 10 AJS 20 Centerline as zvsn-��a r 1'�ti5w "'' F4 •s�r,�aa�x:� m U ve Uve Total L,ve Live Total Live Live Total live Live Total Load Load Load Load Load Load Load Load Load Load Load Load oY.{ U360 [ U480 U240 U360 U480 L/240 U360 U480 LR40 U360 U480 LI240 BeannB,(f .f ' Notes: agg W . I89F 157 ,;1:89 9 2f.22229 OLE 24 y 2292s29 P 229 229 ,229 Arc I. Tables assume no composite action provided by sheathing. 157 155 157 208 208 208 208 208 208 208 208 208 2. Spans are measured centerline � �*' ° to centerline of bearing 1� 13222 132� , 1,7a5 n ;r175, 175 w p191�, m 1`9� u1.9n1� ti9Hl�' I 3. Minimum bearing is I W'. I*3 112 98 112 150 150 150 176 176 176 176 176 1 176 4. Provides continuous lateral sup- j�` 21gx 1 : port to top flange. 5. Loads shown meet the specified 84 bb 84 112 108 112 153 1 153 153 153 153 153 deflection criteria 73s 5 7990" 9`99� 43MOII�43J 6. Check both Live Load and Total I43I29 > ;A fF r ° J� Load values. F 61 46 1 66 87 76 87 129 1 109 129 135 135 135 7. Tables are for 100% load ,r a .,,ass s ,aw.Fm:*'vf -nrw.a.� ,c 7F,rr x.-.r, r tZ duration. [8 529 °58gg 78 yg ''"65� 7815r�93 �I'�IS k# 127` 12527 ._9 45 33 52 70 56 70 104 80 104 120 107 120 How to calculate a plf Arv"7'y a � �q � mar n �rc loading: 3� 6393I Joist:AJS 10, 1 I7/e"deep 33 25 43 56 42 57 81 60 85 100 81 100 Spacing: 19.2"o.c. t A Span: 16'-0" 2= 2922 r39�r � �f71 53 �, � 9+1 � 9 I ' � z a t3f .ti" c r gig. w a� MW Live Load:LL=40 Ibs/ft' 2 26 19 36 43 32 48 62 47 .71 83 63 83 Dead Load:DL= 15 Ibs/ft' p >Y ,'��^y 9"- +NrK�*.. Ft d g v y i .xns R { h eF`'w2 '�+.` 2423� 17" 3338� 2'8 �44�7 "55tj 74 �55 �' Design Criteria: ARSS Live goad Deflection:U480 y 20 15 30 34 25 40 49 37 60 66 49 70 Total Load.Deflection:U240 g °f �s r'. �5`�tlrti"'3 r 3x"i g''J�iF �` 2b " 18,i 13 y27� ` 302-3 ��437 44 x wIM SMEAR r A lied load: v � 3 M 55: 5 44 �65 PP s7 16 12 24 27 20 35 39 29 51 53 40 60 WL=LL x tributary width xn ash mr My nn W =40 Ibs x I9.2in r y + � : t� H �A L ft' 12in/I ft 28I4 I I� n22 w 3+2 j' r35 � 26n <48_ t4{7 �36 56 z k , W =64 Ibs 1 ft L 9 13 I0 19 22 16 30 32 24 44 43 32 52 z tg* � ts � Y r r VE *" x ntt I" W —D x tributary 3 12 9 20 15 28 2922 a42 �39 29 D— L width W Ibs 19.2in I I 8 16 18 13 26 26 20 39 35 27 46 D= 15 ftz x 12in/Ift W =24lbs/ft 3 I07I;S aI6gg 2— " '25� Z4hiff -03 �243 3 9 7 13 15 I I 22 4p 22 I b 33 29 22 40 WT=WL+WD=88 lbs/ft g r 'MOM ��j IN Check capacities: 7 6 I I 13 9 19 18 14 27 25 19 36 Live Load(U480):64 plf<90 plf ok s of rr 6 Total Load(U240):88 plf<99 plf ok ®25 0,23��, 17 �34 �� �. � - 10 January 2002 AM. 4/9-1 LOT 32 S85 24 00'E 194.36' O ti 0 55. 7' ti o 67 5' 7 57.2' 14.0 ti ��O O 18. 7 4 O � O O 5.0' [1-a 14.0' O �� 4.0' 21.0' ~ o 5' AM 419-2 LOT 33 AREA=43,560f SF S8524 00'E 194.36' A.M. 4110 LOT 34 FLOOD ZONE "B"_ FO UNDA TION CER TIFICA TION RES ZONE- TO AN COTUIT SCALE:1 "=40' PL.REF.•16194 0 ELEV N/A I CERTIFY THAT THE ABOVE T YANKEE SURVEY CONSULTANTS FOUNDATION IS LOCATED ON �,; P 0. BOX 265 THE GROUND AS SHOWN, AND ,. P�� �F'MAss9�'%, UNIT 1, 40B INDUSTRY ROAD IT'S POSITION DOES ___-- _' PAu�A. MERITHEw MARSTONS MILLS, MASS. 02648 CONFORM TO THE ZONING LAW SETBACK REQUIREMENTS OF TEL: 428-0055 FAX 420—5553 -- 5BARNSTABLE JOB PA UL A. MERITHEW DATE. 1 gZj V02 �NUMSZX5qqL_q_6FND x. . .4[[ ulsrc4C£ k'aT..P.fAucL CAW Y-4"r MVAf R7GL t �8.(R5 W BJNO 8Fi4A( L - 6 iGiL 7DP Oc MWV SEAM _ + . MAY YEA.'WAU .3 .�•, 7.1afAlS.17MV 40CIAr I?- JVA71L61L 3 dt a I:'QV Bata K�tY= it- clj =#3 MRs®L'a c. i GUT oFr As *.Vrlw 54-0" m&AlmAIM RSfD- E ` ur4rFAtTXAAAl7E =0- CoaVAIEC-aR64T V PtWF 6 ,�= , DATS _ PL�7!wm T-O' r ,� f - � en-ac.aorw err 67"DA9,0 WALL SZrT/OJV �.— 1 t�aaes/rac. Bax � CONSTRUCTION � rES V- . 6 EIVERAL RF/�t/FdRC/ .STEEL 000A 7JP =WN-WALL Q7NFafM XF C12V DEFT . REINFORCING - TEEL C0hlQ,?Af • •., ;. :OF.:6Ld 6 ,�5[FET1'1bOE ST.Q�/D.4RLiS. v 4S.7-" DES/G w,4T/oiV.SAP A f3�A3oS ,.,• . D1V1NG BOARD% A!?fD _ DL.e/LlETE.�S' o.?d9'iY.vEPE SFLLCES w .M....:• G UiVITE CD/ 4297`/ 76C7/,01/ • �. . •i• - - 6UN?ES.4�4LL tE iff 4GV/.t/E f!/ 17 4f4o • .;:._�•. I APPLIED PWZVA n44LLY A//X"4ZZ Ar .ur—_ • DE3' A -• : . - TNIS 0ES•/6Iv aw'4227MA& 7D "CAL IOG� �/D O/YE PA.PT GEAIe'M' 7a �lI.P.UYO A.(K[F •' • 4W= 11MAl A REAS'OA~ZY[mil .t17� 1,4A 7T S4oVP P 4/t 411T. Q7AlP J7ArEiL 7W' . Eeuv a uwe . . . s++ar:4PPRovm are �ouwo wiravw t T 3ar4'P51 1& �s o�ors 6+QXlKOC.i1rP - 10F,7bP QF Vo.VO 6EA41',. _ - irY.�TFiY-[F,i!F.1r7"IP.fT.t? .LV.!!1 /M?T E.t EO AMAtArIc SUMACE srfmmL'p -Y i 3%s 6AL5 WA7V.iQ *zrX X42t' 4cCC4WV7 of �j6+V3 E!!' :FE;�1fCE • Ci/�PF AYA F JYA L/G.gT X,14MP.t AW- i 40lhAEP. .MAU fWP'IjW grV,!:y d GY M&)PL�E ' T¢Q'FE TIAeX 4 AIY Aat'XFMV U.t/QERlY.4TF�P L/G.t/T 1�I�' LDl'.CL L�'n'OXT1lff'N O.P17/.Y.liuE N'07E : ' e. GA%�7�1tF Sf1J� �1dJJiY6 F LArGVitits. =S� .4T.1dt�1m71d11Ll.V ORISYJ� ' •.o''' ,;o EZ -?.glG4L SX.4LL CON�IA! 7V ST�47, ; •' ' �b?l .GOG�L R63�lJ/TEAlE'�Y.�: fT/!TF �tPPRd�EO A 4 01464E AL4RY7S To a j ••' f 1016 INSTALl�O jr ow-m-a-e GEFO.PE •. •I � � • krzq4lsrArrc A�lDA D SWl/NM.W6- pOoL Fis4 - . • AMVZr~E o f 114 M.9Mt: _DRt�ti 7GC bpE�1c�. • .. � ••' �citrTivN =``P ilr�olxu�s� /9►Q4RElS�20_.�1�`@__ COitN.C�. ZU1—C /`7F� TuAE 0 rrual� aov©o etr oanw+4,slr Yam% I emit scAu AIS - /B�[�4xs4 0 Na 31376 ] 6 rcc-� �_ F Al o� So ucuts�n to�sstot [ttattl t iPEy. O _ fo C1$T� `. fffsp+,�t�6`! TIM0114Y WALKER — CONSULTING •ENGINEER .. o 19 1K000S10£ AVE. WESTPORT CT 0688(l aaa�t s. r S,Fi7/PE .vrlF/�t r, ucoeae 1a. o1�wIrM�1 WAABER MAIN pUTL ET ? Paaaes s c �7-If 6T-rf SS L zz �i{t M�6 oRA i'1f�01t2 .�f9`# 3i.77-1 . *�'1lS�ttt 6Yq8080 FM)&A.&M —I 1 a 17 800 � i TOWN OF BAKNSTABLE A.M. 419-1 ' ' �� LOT 32 I LOCATION I DQ Pgfc t'Ca_n I C L,Cam;' SEWAGE # ' _ I VII LAGS ASSESSOR!$<MAP 8c LOT , S6524 00'E 194.36' INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I S0c) Ci11 O n 5 f ` M� s1Ze j FACHING FACILITY:(t I �'Pe)�� �ctc � CV\ NO.OF BEDROQMS . BUILDER OR OWNER e 4c 1�G5 l 11C �� S PERMITDATE: COMPLIANCE DATE: ti Separation Distance Between the: 14: Maximum Adjtisted.Groundwater Table to the Bottom of Leaching Facility Feet hi ,~ PP y g Facility wells exist Feet 0 55. 7' d: private Water Su 1 Well and Leaching Facili (If.any t\ ary 67 5' '�' t on site or within 200 feet of leaching facility) 57 2 14 O ,� Edge o t q. 1' f Wetland and Leaching Facility(If any wetlands exist _ � _: .,,, p~ within 300 feet of leaching facility) Feet a is v� k . '�IB. 7' Furnished by 1 105 Cd .40 c , r OF,x ,� �; Vtl1 St.l'T�C o n 4.0 21 p' ti T FQL1t1 j � n� aAM. 4/9-2 19 Ta .Q* LOT 33 t Su, 18 STW7 -- AREA=43,560f S.F. 68, TO l_'i FT -w TU[LI CAft— SB524 oo'E L1NA t1L i L1 IM SWLL 194.36' _ 6l:1`1CAt1 Ca1tkBVN1' A_ 1=L.[1ti1 -F U XrL T-0 \swvi_ -c\erg^ A.M. 4110 _� - Q(� LOT 34 s'`Li?T1L tis 5� Fan, �. �-3=35'` FLOOD Z01\E "E FO UNDA TION CE`RTIFICA TION T RES ZONE.' 65- TOWN.•COTUIT SCALE-1 =40 PL.REF.-16194 O ELEVNIA � I CERTIFY THAT THE ABO VE YANKEE SURVEY-CONSULTANTS FOUNDATION IS LOCATED ON ���a� OF ,,,, P. O. BOX 265 THE GROUND AS SHOWN, AND UNIT 1, 40B INDUSTRY ROAD . i _ = PAUL A ITS POSITION- 0��_____ ��Rin+w. MARSTON5 MILLS, MASS 02648 , T G LA W - moss r , ZONING THE ,C011 FOR�11 TO =•�i.. . . -�; r. TEL 428-0055 StTBACK REQUIREMENTS OF o? s �? .,;�ss� FA 420-5553 _ BARN _ '% :..\ ,\ \ s ✓oa 37f36FND ,f P-=1 t-I ?. 111 RITNI?I1� 1?�T1_ 1 IcgZO? �rcTarr3Fr5 - - i L r T SEPTIC PROFILE TEST HOLE LOGS TOP FNDN. = 24.3' N0T TO SCALE) ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO ENGINEER: MICHAEL S. FARIA, SE 22.8 WITHIN 6" OF FIN. GRADE MINIMUM .75' OF COVER OVER PRECAST /� 2% SLOPE REQUIRED OVER SYSTEM 22.8' WITNESS: D. MIORANDI, RS I 6/6/00 � RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: �21.3' FOR FIRST 2' PERC. RATE _ < 2 MIN/INCH \rc H PROPOSED 1500 3' MAX. ( \�, GALLON SEPTIC 20.50' H-20 Zo CLASS SOILS P# \Ro 20.75' TANK (H- 10 ) GAS 1 g 73' BAFFLE 19.90' «' O ED ED O 0 0 M O El O MIN o 19.50' co a a o ED ED Clo a _ ® SIDES (-�% SLOPE) �6" CRUSHED STONE OR MECHANICAL .2. Q E3 [] 0 ED E 3 a 0 : 5' AT END ELEV. ELEV. COMPACTION. . (15.221 [2]) - O O O L� O C7 = I3 0 17.50' 0„ Q 22.8' 0" Q 21.8' ? DEPTH OF FLOW = 4 ( % SLOPE) / OREGON BEACH TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE O/A O/A LOCUS INLET DEPTH = 10„ SL SL OUTLET DEPTH 14„ H-20 LEACHING CHAMBERS 12" 1OYR 3/1 12" 1OYR 3/1 LOCATION MAP NO SCALE LEACHING B B FOUNDATION- 23' SEPTIC TANK 30' D' BOX 22 FACILITY 7.7' LS LS ASSESSORS MAP 4 PARCEL 9-2 30" 10YR 5/8 20 3' 30„ 10YR 5/8 19 3' ZONING DISTRICT: RF YARD SETBACKS: N FRONT = 30' C SIDE = 15' PERC C 9.8 REAR = 15' MS MS PLAN REF. - 16194 LOT 32 2.5Y 7/6 FLOOD ZONE: C - 21.14 2.5Y 7/6 1 MOTE: SEPTIC TANK 5 NOT DESIGNED FOR ANCLE LOAOR+G --22 I� -}-23.44 3.30 194.36' +21.07 -+ .661 I .00 0 144" 10.8' 144" 9.8' o LOT 33 43,560 SFt Z TH1 NO WATER ENCOUNTERED NOTES: +22.40 SEPTIC DESIGN: (GARBAGE DISPOSER is NOT ALLOWED ) 1 . DA�fUM IS APPROXIMATED FROM COTUIT QUAD -}-23.19 ► DEc G�; r`r.,,!. 5 (EDROO S1 (110_rpn) 550 GPn 2. MUNICIPAL WATER IS _ AVAILABLE -t-2 3.12 „- USE A 550 GPD DESIGN FLOW 3. MINIMUM PIPE PITLF-1 TO BE 1/8" PER FOOT 4 IW SEPTIC TANK: 550 GPD ( 2 ) = 1100 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 & 20 5. PIPE JOINTS TO BE MADE WATERTIGHT. a USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. +21.96 +232 3.02 "' 16 LEACHING: ENVIRONMENTAL CODE TITLE V. �r Iw 2(47.5 + 10.83) 2 (.74) = 172.6 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE -�-22 6 N 1 Q SIDES: USED FOR LOT LINE STAKING. Uj 47.5 x 10.83 (.74) = 380.6 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. WV0.51 BOTTOM w TOTAL: 747 S.F. 553.3 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT I Q USE (5) 500 GAL. ACME OR EQUAL LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION ❑BTAINED 46' FROM BOARD OF HEALTH. 95 +e2.23 I J CHAMBERS (H-20) WITH 2.5' STONE AT ENDS AND 3' AT 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 2 z SIDES LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 0 TO COMMENCEMENT OF WORK, -F22.91 r I U +23.33 PROP 5 BR I , CI' � 1 , DWELLING W, , ; CL BENCHMARK LEGEND _ TITLE 5 SITE PLAN TF = 24.3' 1 ' 21' I CL NAIL N 12, I W , Li ELEV = 20.00 I 100.0 PROPOSED SPOT ELEVATION Of +22 I N , I 120 PEPPERCORN LANE �o I LU I 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: -{z3.ot &0.00 100 PROPOSED CONTOUR (COTUIT) BARNSTABLE 4.22.65 +22.44 GAR rLA80, -- 100 EXISTING CONTOUR PREPARED FOR: 9.90 +21:60 30 0 30 60 90 22 46` ' &TH 2 _ J BOARD OF HEALTH 1.071 MA SCALE: 1" = 30' DATE: JUNE 22, 2000 APPROVED DATE 194.36' ' 4-22,4B .00 I)2 I off 508-362-4541 V I lOz 508 362-9880 `1H OF IOf -}-,22.65 12- 0.9 �- 19.55 I t ARNE y ���� ARNE H. G� down cape engineering, Inc. �o H � H a oJALA H No um Y CIVIL ENGINEERS ft2 .1 � LAND SURVEYORS is LOT 34 ssoNc SJQ NAl ECG _ (" Iz z 939 main st. Yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE