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HomeMy WebLinkAbout0376 PITCHER'S WAY Town of Barnstable do Regulatory Services Thomas F.Geiler,Director EARNSTABM • MASS* � Building Division 'ArEp '�A Tom Perry,Building Commissioner a m-- � �,,,,LO 200 Main Street, Hyannis,MA 02601 alce: 5(Z62-4038 Fax: 508-790-6230 Ob PEI VIIT# �Sq 3 Z FEE: $ U i SHED REGISTRATION 120 square feet or less A(4 a Location of shed(address) Village Property'owner's name Telephone number lam► ��l ` oca Size of Shed Map/Parcef# Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? Conservation Commission(signature required) yJ ro 0r PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:121901 �I '���� i�6� �d�� ,, ; �. �. . , A 250.00' cr ' � 5e LOT 4 mod, 38,189t SO. FT. •cs, ►b - y p og5.p'f 71 J 279.27,. LA o� .P 0 JOB# 03-267 CER TIFIED FO UNDA TION PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT LOCATION 376 PITCHERS WAY PREPARED FOR: S, MASS. JOHN FALA CCI SCALES 1" — 40' ATE SEPTEMBER 3, 2004 REFERENCE : 495 PC 28 ASSESS. MAP 290 PCL 18-2 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE 1 GROUND AS SHOWN HEREON. �� fit,OF k4 off. 508-362—4541 ARNE H.",9cyGN fax 508-362--9880 OJALA down cope engineering, inc. CIVIL y CIVIL ENGINEERS No. 3 792 a' LAND SURVEYORS I / / 939 main st yormouth, ma 02675 DAB ND SURVEYOR WNW TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY c PARCEL ID 290 01.5 002 GEOBASE ID 43000 Ab7DRESS 376 PITCHER'S WAY PHONE HYANNIS ZIP — LOT 4 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT HY i PERMIT 81514 DESCRIPTION NEW RES 2/BED 1/BATH i PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department Of ARCHITECTS: Regulatory Services TOTAL FEES: $25.00 BOND $.00 pf tf1E CONSTRUCTION COSTS $.00 I, 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 1 . 0 • « snRlvffABLE, +► MAM 039. 1 BUILDI DI VISION BY DATE ISSUED 01/03/2005 EXPIRATION DATE TOWN OF BARNSTABLE PERMIT EXTENSION GRANTED - EXPIRES I2/03/0f?"p -_ PARCEL, ID 290 015 00� GEOLASE ID 43000 ADDRESS 376. PITCHER'S WAY PHONE HYANNIS ZIP , LOT 4 BLOCK LOT SIZE I DBA DEVELOPMENT DISTRICT HY I PERMIT 73346 DESCRIPTION MODULAR HOME 2/BED 1/BATH PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: HAMI LTON HOMES Department of ARCHITECTS: PERMIT EXTENSION GRANTED Regulatory Services TOTAL FEES: $418.73 BOND ;t' $.00 tt� CONSTRUCTION CO ' TS ff $:�16-,'B80.00 101 k;&INGIjF_ KOI�E DETACHED 1 PRIV TE Ir sO_ +► BARMSTABLE, Mass. BUILDING DIVIS,�UN BY ., DATE ISSUED 11/26/2003 EXPIRATION 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 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. gg BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS f 3 k /��/S 1 HEATING INSPECT APPROVALS ENGINEERING DEPARTMENT 0k a 2� WBO RD OF HEALTH 3Be S to a'�O 03-53 OTHER: �A ( - SITE OLAN REVIEW APPROVAL WORK SHALL NOT PROCEED 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. � a l r N I I I 1 I J I I I MI fi TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel 015 Permit# 3 Health Division )—a I I °3 -20`3 j t°l;. 0F 8 APNS T c?BLE Date Issued Conservation Division 1 .7 6` ZZ 03 1"ITH h,n V I 1 Application Fee 50, Tax Collector z5z. /a���(�� Permit Fee -� /S y SEPTIC SYSTEM I�US a Treasure* ,a/�� �U� -` ;,- _ _ Ij'+1STI�,ILE®IN CCi�Pl8.4i� `, Planning Dept. � �IOP� TME 5 Date Definitive Plan Approved by PlanninR Board Ce —/'S—�7 ENARONMENTAL CODE A ��(�JVc"L ^1d 2-0Y , 2 REGU 2e/ �✓� ® �t�'IC� Historic-OKH Preserva�iOn/Hyannis 2 fV01-JI p rPnna�erl Project Street Address �7� I ic�►e�S ���L Village #4a ei to Owner L11ian '�Cn7eic Address 0o, Net,k 'lc) ���ran,n;�,d►'!/� Telephone E02 l Permit Request 70 Co `,, MoicAlmv, (' 0tvv 8 2 �e 1'n Two Pvy,-5 and SeT er)iotO or- ct Po.✓Pd Coracle%P_ Square feet: 1st floor: existing proposed 1155 2nd floor: existing proposed p— Total new I Zoning District R R Flood Plain Ci Groundwater Overlay �- Project Valuation D S 20 Construction Type Wooj i taO4 14la.�, Lot Size _ j � Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Ud Two Family 0 Multi-Family(#units) Age of Existing Structure 1__� Historic House: ❑Yes Oo On Old King's Highway: ❑Yes Basement Type: 961I ❑Crawl 0 Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) I l 5J-- Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new — 9. — Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: M Gas ❑Oil ❑Electric ❑Other Central Air: IYes 0 No Fireplaces: Existing New Existing wood/coal stove: 0 Yes No Detached garage:0 existing ❑new size Pool:O existing ❑new size Barn:0 existing 0 new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Qcok �S-6I Po,5Bt`l.S— Zoning Board of Appeals Authorization dAppeal# 1 Recorded s�e A flucti�� cad'y Commercial 0 Yes dNo If yes,site plan review# Current Use LOT Proposed Use 57io le �Gvv►; O(we �; BUILDER INFORMATION Name JG)ko Fct 6 L c /Ltam jo l 110M05 Tm, Telephone Number 7 7/`�cl I q Address QVA 1 n t License# C _2 065 15 in el 0�Y_ Home Improvement Contractor# 1 06 /O!f Worker's Compensation#_WC 51-97°-y9y —o1 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WIIL,L BETAKEN TO A7 l/a v71►r t✓41S)-P S I �iS>ev�S' PEP SIGNATURE n, DATE 10/2 7/ 0 5 a FOR OFFICIAL USE ONLY F c PERMIT NO. DATE ISSUED r— I MAP/PARCEL-NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: — ti FOUNDATION `D•® A Z2 FRAME INSULATION FIREPLACE { ELECTRICAL: ROUGH FINAL 4 I PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 1 FINAL BUILDING �I st/ 6 � = J %�'[ �/s/� 'g_ - is DATE CLOSED OUT- ASSOCIATION PLAN NO. i Affidavit of Substantial Financial Interest I, L 0 l hs n Scvae i o of 417 Oci 4 IVec �� uon,5, on oath depose and state as follows: 1.~1 am an applicant for a building permit for the property'located at Map `1 o Parcel 015-oo2. The address of the property is -37 PiTchp�S �u� 2. 1 have . oo % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is /O LV10'' ., the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address i=.iif ®a it lk/Ca R ty�av�n .s 4. Within the last twelve months, from today's date, which is f 0 1 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 C 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 0 building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted C building permit applications for property in. which I have a 1% legal or equitable interest. 8. Within this month, I have received building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this&day of Cckja&Z�, 20Q2 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT A.� 105 Town of Barnstable B # *q Zoning Board of Appeals 11 p2:28 x ,93 Ft Bulk Variance ' Decision and Notice s Appeal No. 1993-01 8us®ary Granted with Conditions Appeal No. 1993-01 a Applicants Lillian J. Senteio & Charles Senteio Address: 90 oak Neck Road, Hyannis, MA 02601 Property-Locations 398 Pitchers Way, Hyannis, MA 02601 Property Owner: :'ru.yea G. Senteio w ' Assessor's Map/Parcels 290/015 and 290/018 Zoning: RB - Residential B District Overlay District: GP - Groundwater Protection 444 Applicant's Request: Variance to Section 3-1.1(5) Sulk Regulations, Minimum Lot Area Activity Requests To permit the division of two lots y. totaling 3.88 acres into four lots." a r ` Procedural Provisions: Section 5-3.2 (3) Variances: 14, 15. Background: This decision concerns the petition submitted by Lillian J. Senteio, & 4 .. Charles Senteio who had appealed to the Zoning Board of Appeals for a Variance to the Bulk Regulations, section 3-1.1(5) Minimum Lot Area, to allow for two (2) lots to be divided in to four (4) lots. The two lots, Assesaor's Map No. 290, lots 015 and 018, total 3.88 acres and, accessed ` from Pitcher's Way in Hyannis, MA. The land borders on Fawcetts Pond and contains 0.24 acres of wetlands and 3.64 acres of upland. The applicants submitted a proposed plan Z..c ti::. ..ivision a.' the lard x &; titled "Sketch of Proposed Division in Barnstable (Hyannis) Mass.' for Charles Senteio", dated October 19, 1990 and drawn by Baxter & Nye Inc. ol Y, The plan proposes two pan-handled Iota each located behind a fronting i ` lot on Pitcher's Way. The four lots range from 0.83 to 0.94 acres. All ,,- are accessed from Pitcher's Way and conform to zoning in all bulk aspects except minimum lot area. Procedural. Summarys The application was filed in the office of the Town Clerk and at the Zoning Board of Appeals office on November 13, 1992. A public hearing, s duly noticed under M.C.L. Chapter 40-A, was opened on January 14, 1993 . '` ` .; and continued to January 28, 1993, at which time the hearing was closed and a decision rendered. The petition was heard by Board Members: Ron, »4 �g�ar f1 4* V X 14.7 `I pp �F �1 �. BOON8561 Per 1� Decision and Notice - Bulk Variance 6 k r ;; Bulk Variance Appeal No. 1993-01 �; + Jameson, Luke Lally, Gene Burman, Elizabeth Nilsson and Acting chairman , pr Gail Nightingale. Richard Curley represented the applicants before the Board and explained that the intent of this appeal was to honor the will of the late Mrs. Frances senteio, she owned the land since 1935 and had 4 children. Bar at, desires.were to bequest to each of her four children a lot from thisr land. The acreage is short by 0.36 acres of upland to meet the requirements of zoning. Richard Curley cited that the family understood that one of the three , lots or perhaps two may come under the jurisdiction of the conservation commission and its regulations of wetlands. It may also be the case {{ h` that one of the lots may not be buildable but the applicants still desire to have the land divided into four lots, one for each child as directed in their Mother's will. Mr. Curley gave the history.'uf the lots noting that sometime in the early 1980s, Mrs. Frances senteio had prepared a ten lot division of the land. 4 ", . Wetland, topography and size and shape of the lot were cited as factorsta that justified the granting of this relief. The surrounding '' } neighborhood is single-family dwellings on 1/4 to 1/2 acre. x Joseph DeCidco spoke in opposition to the request. Be suggested that .yk the driveways may impact traffic on Pitchers way and the lose of green apace., r; m The Board continued the meeting to January 28, 1993 to permit the Board ..R to visit the site and to secure reports of the adequacy of access and input from the conservation Department. 'r. At the meeting of January 28, 1993, the Board discussed the plans and. concerns expressed in 'relationship to driveways and proximity to Fawcett's Pond. { Finding of Facts Based upon the evidence presented at the meeting. of .January 28, 1993, the zoning.Board of Appeals unar.:mously .i.id: as f.sllowss + ' 1. The petitioner has the right to three 3 .lots under the z �P 9 4 ) Present zoning and is seeking for the right to create four (4) lots. "AN.'Row 2. The unique size, shape and topographic features of the land as r well as the wetlands poses a hardship. i r 3. one of the lots has an existing structure on it which is deteriorated but which existed on the property for over 70 years. , ' , `X. 4. The land waa once proposod to be divided into 10 lots but that '` z d� 7 �t+F. plan was never registered or recorded. �.: 2 "+4 • ktl 4. . A a fi E t60 /" 0 , Decision and Notice - Bulk variance BOOx 8,561 W, 197 �a-Am f� Bulk Variance Appeal No. 1993-01 S. Granting the relief sought would be consistent with the.spirit and a intent of the Zoning ordinance and would not be detrimental to the s neighborhood affected. ir Conclusion: Accordingly based upon the information supplied, a motion was duly made j and seconded that, Appeal No 1993-01 be granted subject to the following conditions: i ¢ 1: The petitioners shall divide t�. P he land into no a more than four 4 r lots as proposed on the plan tit led Sketch of w Proposed Division in Barnstable (Hyannis) Mass. for Charles Senteio^, dated October (,. r 19, 1990 and drawn by Baxter s Nye Inc. 2. To the extent that relief may be needed from the Conservation :re Commission, for the development on Lot #3 shown onrthe plan referenced above, the applicants shall be required to secure all 2zlx , y(^ relief prior to any construction on the lot. 3. Only two (2) accesses onto Pitcher,a way shall be permitted. �' Shared common access, by the establishment of private drive easements, between the front and back lots is required. ( 4. The development of each lot shall comply with all Title V and f Health Department requirements. a� The vote was as follows: Aye: Ron Jameson, Luke Lally, Gene Burman, Elizabeth Nilsson and !7 Acting Chairman Gail Nightingale Nay: None Order: Appeal No 1993-01 ib granted a Variance with'Condi_i:as fr=. Bulk a. 'A Regulations, Minimum Lot Area Required, to permit the division of 3.88 AS sz scree into 4 lots Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, section 17, and shall be filed within twenty (20) days after the date of the filing of this decision in the office of the Town clerk. t _ - lip r e �d i x i 1 r Bm 8,56i FstF 198 k t , Any person aggrieved by this decision may appeal Superior Court, as described in Section 17of Chapter h40AaOfsthele General Laws of the Commonwealth of action within twentydays of Massachusetts been brin in Y ter the decision has been filed in t," office of the Town Clerk. q ` Chairman I ` /T L �f" r "� .. .Clerk of--the-Town•-of"Barnstable, Barnstable County, Massachusetts, hereby certify that twenty have elapsed since the Board of A (in days above entitled petition and that no appeal rendered its decision in the p eal of + filed in the office of the Town Clerk.p said decision has been t 1 i i' r : Signed and Sealed this day of////i ccd� / 19No pains and penalties of perjury. ---rL under-the a € cr o Ep - ., a Distribution: t'O , Property Owner / " '` Town Clerk Town Clerk 41 Applicant e�d ��• �:,. Purcons Interested Building Inspeceor Public Information Board of Appeals �s•, E :. � s 5 �F ry t� t� I 0 + B001`8'561 Fef,F 199 PARTIES IN INTEREST — MEETING OF JANUARY 14, 1993 APPEAL NO. 1993-01 LILLIAN & CHARLES SENTEIO PETERSON, RUSSELL &'VERNA 137 WEST HILL RD. , MARLBORO 01752 ! COPPOLA MARIA TRS. �. COLLE MAGGIO TRUST 121 EDWARD RD., WATERTOWN, MA 3 �' REX, WILLIAM J. JR. 35 ERIN LANE, HYANNIS I v� .. HUTCHINGS, SAMUEL & KATHLEEN 43 ERIN LN. HYANNIS I t TILLMAN, FRANCES L. 35 STRATFORD LN, YARMOUTHPORT ,., BAILEY, CHARLES & j r o•,; SMITH W I LHELM i NA 334 MITCHELL WAY, HYANNIS I WARF I ELD, GREGORY G. '-• '` `K ERNESTINE, BENSON 310 MITHCELLS'WAY, HYANNIS WASHI'NGTON, JACQUELINE 303 MITCHELLS WAY JONES, WILFRED & SYLVIA 6224 SPRUCE ST. PHILADELPHIA PA. RESTHAVEN, % VAUGHAN 120 FISHER AVE. , ROXBURY, MA ONEAL, TERY & CLAUDIA 900 SEA LN, #70 CARONA DEL MAR, CA MASSEY, BRUNELLA C. % + s a� MASSEY, MS CARRIE LEE P.O. BOX 693, TRYON, NC K LEE, SPENCER & TINER J. 986 LAUREL AVE. BRIDGEPORT, CT r � rF v DMYTRYCK, THOMAS & ROBERT 604 MAPLE ST. , FRANKLIN, MA SUBON CO. 555 PLYMOUTH ST., M I DDLEBORO, MA .e WRIGHT, JANET A. 338 PITCHERS WAY, HYANNIS i.`fi .t ; " ROSARY, MARY M. 6 FOREST GLEN RD. , HYANNIS a a MAJOR, DORIS R. & JORDAN, MARJORIE 339 PITCHERS WAY, HYANNIS x t ; BLAND, SARAH E. .17. FERNDALE ROAD, HYANNIS n," 7 SENTEIO, CHARLES 293 `CARTER ST. , RFD 3, MANCHESTER, CT yY„9 r SENTEIO, FRANCES 97 OAK NECK ROAD, HYANNIS FORTES, EUGENIA 400 PITCHERS WAY, HYANNIS GOMES, TRAVIS M. 418. PI.TCHERS WAY, HYANNIS CORBETT, JOHN F. & MARY A TR. CORBETT REALTY TRUST 431 PITCHERS WAY CASS, ROBERTA L. 75 FAWCETT LANE, HYANNIS WALKER, STANLEY E. & ELIZ 411 PITCHERS WAY KEARNS, ROBERT & DEBORAH 156 FAWCETT LANE, HYANNIS �• BARNSTABLE TOWN OF 367 MAIN ST. HYANNIS BASSETT, HAROLD & ALICE 20 CHECKERBERRY RD. , HYANNIS MCBRIDE, ERNA 409 PITCHERS WAY, HYANNIS v¢ LUCAS, EUNICE 19 'CHECKERBERRY RD. , HYANNIS DECICCO, LINDA TR. 94 SHORE DR. WINTHROP, MA EDWARDS, BRUCE & ROSALIND 383 PITCHERS WAY " " KUMPEL, MARK A .25 PITMAN AVE. WAKEFIELD HOLIGAN, DARLYNNE 15 PINCESS PINE RD. , HYANNIS FARDY, GEORGE & ALICE M. 226 W. BARNSTABLE RD., OSTERVILLE WRIGHT, ELIZABETH P.O. BOX 612, HYANNIS LIMA, ANTHONY & MELISSA 18 FERNDALE ROAD, HYANNIS NOELLA, RICHARD A. 19 ERIN LANE, HYANNIS MASHPEE PLANNING BOARD, YARMOUTH PLANNING BOARD, SANDWICH PB Av y lof 3h. I ia lit f }. � a a S6 �{. Boos 8561 F.cE 200 E - - LEGAL NOTICES _ _ '4+ y q .: - { TOiIN ARN, AI'LIIUCIIEARNO �+ \ ZU'11.\C 1 tlARD LADLE ON THIS PETMO ARP HELD 'r ti y NOTICF•pOFJANI`ARV 14,APP `� APPEALNO.1993L 1 s , ,•\�" \ ' L*.\'n T{PL'F C.H-R1\ JohnCahalutehu� .1 U ORDINA.\CF 1\C .9 0-rd of APPealc deb Z°n- Sprawl PcnnitunderSecticm3i.36C3ga To ell Prnons d Gxulrbonel Use,tuailuwanuffi 6b.A) fcncd b remul imeryled or in oe build- Y the HoaN o(q af• Blubeused foraresuu ` f `N `•`�, �\ c1m n� al4hofJla sae al Law°f I n�tn5 Rlei Jena;tifnd I rl�N Ilya°• ' 'hh N SKW. r F .� mrnJmems chusensind ness%curio g YHu■i. Y : - nwtficd therclo,y°„a g DISIML that: • teheseb). A('L'Hf.ICllf•.ARf.NC1VD.t.DFIfPLD ay` APPI'ALNO. 1993-0t O\"I'tIISPET111ONATg:15p.N. I ll In g'L CIIARLIS SF_\T[7O-` I y�'I'AL\'0.1993-05 101he/ss QrarlcsSsnteiuh■ve RHARA PO OREIC'A .PRUI'1> O REAL nn•.Iloard u! - PPRaled .. .RTY SER VICL•'S f r a Variance undc�Ps wit andpeti..I. &rf>■n Ibgurc¢& Iwk Regulations ectton 3.1.1., vims have■ Real-P-peny s.- �t 1 divrJcJ lmu •lo allow•■Puceltobe of Appeah pPealed to the ZaningIlwrd 1 N1•lac 15 .I bmldahle luu at MAP p a°d 11e for a U X IN un u(Variance 1983,67, MoJ fin. nis I:an RR% .`I'itchcn WaY•II• 5-3.25, under Section 1'- / r AP UissricC >a°. OUse Variances,and Scctim i- t a �.' \RI\'O WII. 3.7,Sigm in the Dusincu Uia O\"I IIIS PI'' 1.Ill:IIIiLD Sa, IO anJ 14 m ncl,And API't: I I I ION AT 7.30 p.\t• MOL Lh At_NO.'993.02 (nxn bank/n:uil orrce R,40A, .:- PEI.ISHI:RT wuh tome arras 10°fGce/rcuil ro� Pehlw• O BARREIR0 wed fur no HIMm, mad-urJcr chi in 1Om9e and -- 2 . Junin has a PP g■I Ma 25i -'ISr + g HnaN of IT'r+IcJ lu rho 15N2 Roulc I7 P l.x Id, >�- for a S AP(+cais anJ 2 I lyannis N an RO and - •e . (trial I'enmt under., rctn's�ns r WI'%nnm ) a and i..N Cs cput 7 N l ntnd. } a t ,Of(SucrtP_k 4 APL'III.ICIII:ARL\OWll.t.lil>IIELD ) mans+'N RcJurlunof Re 6 Req,,im. ON THIS PLTITION AT g:70 P,M, ✓ Map327,1on`")t 9uiremcntr.al THESE IIEA �``':r ' r � A Ilyamtis m a 6.3M1 Nam' RL\'GS WILT.HE HELD � � .Huuncss' Street, IN TIIE.SEI_E• �' .- AI'CHL1• /unin C(MEN.S CON•. }, C11(t.tR1\f; g Usura, 1 ENCE ROOM SECOND FLOO iR• 1 7 O\"I IIIS Pp ry71O\• "'ILI.(w l 11:1j) NEW TOWN ROF.,,I� � � ''" .\U.1J4j AT7.isl'Vf. S7RIiET,11YA 1tAlA, 367 MAIN CAR\II:CBLOIS\), - EVENINC,1 NMSONTIIURSDAY Cymtcnk (%I GERI ANUARY 10,1993 I.ms.lfalgcnh v I YOUAREMVITEDTOHEP . •R• ' theL,rtnr.lfda +eaPIvalcdiu DYORDp RPSGNT, a..' furaS b N. PPralsanJ RO('7)IE7ANN(;HOARD . 1'cnel pcnniturrdcrS Petition RIcuA 'AIS. j Ssxhra 3A,VH•A,❑r allosveciron 3.3.5, RICIIARD L. CHAIRMAN liar ol'-t ■mssJilic■. I 7.ONING HOY, - Taall'rnnil,AppealNu.I9Ni• HOARD OPAPPEA(S ifi h,allow■than Ne to menu u Map57, The Barnstable Patna. MA,tans 38 SiJikm.y,llag numiu.Sy Decartber 31.1992 @ 1■nu "ess Distnn. mns A wry 7,1997 d s 4 793 p� r 4 S - .¢�f�l-mod' f- A,J C p A4; F8' A. . ' _may.�.•F� f rV. r �y °: G G G G tl G G 9 Western Surety Company n G n n 9 n LICENSE AND PERMIT BOND F For County, City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; Performance,Maintenance.Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. , G U KNOW ALL PERSONS BY THESE PRESENTS: BOND No. L& P. 4 3A,162,775 y That we, Hamilton Homes, Inc. of the Town of Barnstable , State of Massachusetts , as Principal, ll and WESTERN SURETY COMPANY, a corporation duly licensed to do business in the State of Massachusetts , as Surety, are held and firmly bound unto the Town of Barnstable , State of Massachusetts , Obligee, in the amount (Valid only when a County,City,Town or Village is named as Obligee) of Five Hundred Forty. DOLLARS ($540,00*** ), (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the said Obligee, for which payment well and truly to be made, we bind ourselves and our legal representatives, jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH, That whereas, the Principal has been licensed For new construction at 376 Pitchers Way, Hyannis, MA 02601 by the Obligee. NQ,WIREFORE,-if the Principal shall faithfully perform the duties and comply with the laws and ordinance (tnclucl irg all amendments), pertaining to the license or permit, then this obligation to be void, othelwlse to reinFj n full force and effect for a period commencing on the 27th day of �O�c coiier . '4 a. 2003 , and ending on the 27th day 42004� unless renewed by continuation certificate. 3 his, bognd may b'p,terminated at any time by the Surety upon sending notice in writing to the Obligee and to d&Frincipal Yn ca e�of the Obligee or at such other address as the Surety deems reasonable, and at the expira- tion'�of r fiz�e3 ) days from the mailing of notice or as soon thereafter as permitted by applicable law, whicheveissater''this bond shall terminate and the Surety shall be relieved from any liability for any subsequent acts or omissions of the Principal. Dated this 27th day of october f noU Principal Principal Count si d (`/�J� WESTERN SURETY CO ANY G .+/v �� G G By Resident Agent By President ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer) County of Minnehaha ss On this day of ,before me, the undersigned officer,personally F appeared Stephen T.Pate ,who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY,a corporation,and that he as such officer,being authorized so to do,executed the foregoing ; instrument for the purpose therein contained,by signing the name of the corporation by himself as such officer. ; IN WITNESS WHEREOF, I have hereunto set my hand and official seal. G \ S D. KRELL S W �1 NOTARY PUBLIC s sEnl SOUTH DAKOTA 9F AT• Notary Public, South Dakota My Commission Expires 1130-2006f Western Surety Company • 101 S. Phillips Ave. y n R1 Form 8a9A-2 Sioux Falls, SD 57104 • 1 605 336 0850 , 9 G ACKNOWLEDGMENT OF PRINCIPAL F (Individual or Partners) y G F STATE OF J F ss , F County of ' n " F +J On this day of ,before me personally appeared F F d F F , F J , , 9 known to me to be the individual_ described in and who executed the foregoing instrument and G w G acknowledged to me that_he_executed the same. � r My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL (Corporate Officer) STATE OF ss County of On this day of ,before me, personally appeared ,-who acknowledged himself to be the of , a corporation, and that he as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name of the corporation by himself as such officer. My commission expires Notary Public r n n , � n n n C: H r r Ny n E n , N n G O G G F G Z4-4 Zz 4 b tl r y F , F p z Z w U 4 ° � 4-4i a� o ' "�� �1ae �arrvinaivaea�i a�✓�aacac�auaelC BOARD OF BUILDING REGULATIONS 'censer-.CONSTRUCTION SUPERVISOR Number:r.Cs< 069152 Birthdate 12/1 T%1962 Expires 12Ftf/2004 Tr.no: 5035 _.. Restricted 00 . JOHN M FALACCf` PO BOX 1224/1441 RTi32 HYANNIS, MA 02601', Administrator — � , �fze �omvnzoauuea�i a���laaoac�u�,� Board of Building Regulations and StandarcL HOME IMPROVEMENT CONTRACTOR Registration: 106109 Expiration: 7/22/2004 Fgpe: Private Corporation HAMILTON HOMES,INC. John Falacci 1441 FtOi;7E 1,32/P.O.6GX 1224 t. Fivanns. NIA 02601 "— - ell The Commonwealth of Massachusetts Department of Industrial Accidents =- — Office efilrestigatioffs . 600 Washington Street s Boston,Mass. 02111 Workers' Co m ensation Insurance Affidavit name: Fla PA', 110,to Howes a.5 location: lq q l R oN i e `32 city (VIA (99'foO l phone# ❑ I am a ho eowner performing all work myself. ❑ I am a sole ronfietor and have no one worlds in capachy /O�%- I am an employer providing workers' compensation for my,employees working,on this job..::::::::::: >a:: :;.;;':. `•%%> X. com an ::name:%>;:>::?:;.:...•:�uti:>>: . :<::; ,..:.. >; ::.:;:.>:::.;:;?:.........:............ : y`;':? iC;:;:jiyil'rj:f j N. :i:>isi:f:ii:?:•r:viiii•.;,.i....•;;{:;!;;:i::ii:4:h:??<'i%;;j;i}i:i Lii:v?::i:.i:ii i;i:;•::i'.;.:;?:•:':.� ::...,;.; i:::i�::<:::i::i::i::iii::i: %i:i�v%:?:i 4:•::::i':':i':i:!i:::?:•J:iiii is%i;::?'i::is+.-is+?%i v:^:iii:?:v:. •i::::-i?i: ;;. .: ii:;i.;•:.;:.. .. .. ? hi:•i"ti� :i.?.iv:::. �'•:::v�•'p"may:f::i::3.:i:'•i: is??ii"::'i::??•::•i}:}iii?iiiii}ii:^iii �nstJtan'ce:_¢a:.i:. .�``'.l.:i✓: .;::.:: ::::t►� . . ::.:: ! :.: :: ::. . ..::::.. oli. ...#............. �......................... ........................................:.: ❑ I.am a sole proprietor,general contractor,or homeowner(circle one)and have hired the contractors listed below who have . . .. . . .... .. . . , winnany n XX x. 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Q �:.�/•:•i;4::Ci:•i:;ii}::::i?%isisi;{i::i:;i:;�:i•i::^i:?•i::•is•i':.iiY.4:?iiiY.:.iiiiii:.:i::is i:i4:•i r:f!?:•iiiii:?•:.:•::•. • {� '::::?•iiiii::4:•;r{;•:ii:•i:L•SS:tiviiii:;??�:�ii:4i:}iiii.�:?:iiiiii:Jiii:?h::•::•i iiiiii::?i4i}iii::•i:�:;iS:;::::i:•i:•i:ii:^'f!%ii:ii:. l� Failure to secure coverage as required ender Section 25A of MGL 152 canlead to the imposition of criminal penalties of a fine up to S1,500.00 and/or . one years'imprisonment as weII a'dvfi penalties in the form of a STOP WORK ORDER and a fine of S 100.00 a day against me. I mtderstand"to copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification do hereby-certifyu thepnins- d penalties-of perjury-that'the-informahonpr-on _ ove_is_ir-ue._an correct__._._.. __._...-_ Signature Date /C Z 2� ®`� • T Print name r ( Phone# �69 ! ell official use only do not write in this area to be completed by city or town official city or town: permit(license# C]Bufiding Department OLicensing Board ❑check if immediate response is required ❑Selectmen's Office _OHealth Department contact person: phone#; ❑Other (fevieed 9195 PJE) 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 receiver or trustee of 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 pp building aemployer.urtenant thereto shall not because of such employment be deemed to be an ...- 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 1 evidence of compliance with the insurance covers a required. Additional) ;neither the' not produced acceptable p g q Y 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 situatkn'an& 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 wif.you k ' are required,to obtaiaa workers' compensation policy,please call the Department at the number listed below:.' City or.Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom.7oetfie affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please. ..,_. ...__.sue.. ..+...._....-...... .� .j..... ... ....�. .... .... ....-. ..r..... ..... .... 'T':�:A.. be sure to fill in the.permitllicense number which will be used as a reference numlier..The affidavits inay fie'rationed t+ the Department li t mail or FAX unless other arrangements have been'madi. Y_:..., The Office of Investigations would like to thank you in advance for you cooperation and should you have any_qu*ons. . 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 Inses"gauOns 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext. 406, 409 or 375 ACORD,M CERTIFICATE OF LIABILITY INSURANCE °A04/01/200 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Doug Jones c/o Cedar Hill Insurance Agency ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE '0 E.Chaparral Rd,Suite 230 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR p ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. jttsdale,AZ 85250 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: Zurich-American Insurance COmoanv TeamStaff Inc. INSURER B: 300 Atrium Drive Somerset,NJ 08873 INSURER C: INSURER D: 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. INSR ADD'L POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS GENERAL LIABILITY _ EACHOCCURRENCE $DAMAGE TO RENTE7 _ COMMERCIAL GENERAL LIABILITY T PREMISES Eaoccurence $ CLAIMS MADE 7OCCUR MED EXP(Anyone person) $ PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ �EN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $ POLICY r7 PR4 LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALLOWNED AUTOS BODILY INJURY SCHEDULEDAUTOS (Per person) $ HIRED AUTOS BODILY INJURY NON-OWNED AUTOS (Per accident) $ PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTOONLY: AGG S EXCESSIUMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ WC STATU- OTH- WORKERSCOMPENSATIONAND X T RY MIT EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ 1,000,000 A ANY PROPRIETOR/PARTNER/EXECUTIVE WC 51-97-494-01 04/01/2003 04/01/2004 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If;as describe under 1,000,000 SPECIAL PROVISIONS below E.L.DISEASE•POLICY LIMIT $ OTHER Certificate#: 03NJ100711516 Location Coverage Period: 04/01/2003 04/01/2004 Client#: 00060 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Coverage is provided for only Hamilton Homes those employees leased to but 1441 Rte 132 not subcontractors of: Hyannis,MA 02601 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Hamilton Homes 30 DAYS WRITTEN DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL dba: 1441 Rte 132 NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Hyannis,MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. [AUTHORIZED REPRESENTATIVE /J►i ACORD 25(2001/O8) /©(AACCO�RD CORPORATION 1988 250.00' LOT 4 �cA 38,189f SQ. FT. CONC. FNDN. w TF = 33.6 yo o c� 9 5.0 t U, U1 U, 1 279.27 co O l JOB# 03-267 F 0 UNDA TION PL 0 T PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT LOCATION 376 PITCHERS WAY PREPARED FOR: HYANNIS, MASS. JOHN FALA CCI SCALE : 1" = 40' DATE SEPTEMBER 3, 2004 REVISED NOV. 10, 2004 REFERENCE PB 495 PC 28 ASSESS. MAP 290 PCL 15-2 I'HEREBY CERTIFY THAT THE STRUCTURE L. SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. AAf't�E off. 508-362-4541 . �. fax 508-362-9880 OJALA " down cope engineering, inc. O In, CIVIL ENGINEERS . 4.L 5S?: LAND SURVEYORS 939 main st. yarmouth, ma 02675 DATE / REG. LAND SUR YOR 250.00' _ N LOT 4 38,189t SO. FT. CONC. FNDN. TF = 33.6 nLA cn 95.0 t U1 Lp a CT' 70 279.27' ca oF-0 .P .O lr i JOB# 03-267 CER TIFIED FO UNDA TION PLAN FOR THE PURPOSE OF G A BUILDING PERMI T PREPARED FOR: LOCATI N : 376 PITCHERS iPAY JOHN FALA CCI HYANNIS, MASS. SCALE 1 = PT 3, 2004 REFERENCE PB 495 PC 28 ASSESS. MAP 290 PCL 18-2 I HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE Or 1�qs GROUND AS SHOWN HEREON. �ZH moo`' ARNE H. y�N off. 508-362-4541 � OJALA I fax 508-362-9880 CIVIL down cope engineering, inc. No 3079.2 � �o CIVIL ENGINEERS r� LAND SURVEYORS 7 0 6� s ENS 939 main st. yormouth, ma 02675 DATE REG. LAND SURVEYOR TOWN OF, BARNSTABLE u PERMIT EXTENSION. GRAFTED EXPIR--ES 12/03/04 ` PARELID` 290 a,TS 00 GEOBASE ID 43000' l ADF RES S< 76_ P ITCI=%ER"S`WAY PHONE 6 H�'ANALS ZIP - LOT � 4 BLOCK w SOT S:I ZE;:.S s DBA r, DEVELOPMENT DISTRICT HY `�' YAaE <.e a, PERMIT 7334G DESCRIPTI6hY MODULAR HOME 2BED. 1/BATH PERMIT TYPE BUILD TITLE' NEB RES'IDEF TIA_ BLDG PMT CONTRAC,TORS ' IL4IiLTON._HOMES.." e ARCHITECTS PERMIT' EXTENSION GRANTED IDpartment Of RegulratoryS Services TOTAL ;FEES $4 18 73 CONSTRUCTIONS COSTS $110,884 00 , 101 ' "' SINGLE"FA_M HOME DETP CHED 1 PRIVATE * ,, snxri�ss.� • K A a: 7,.. x)".m 3....:` ..i wn...... r - '• ?+.,1... e.... ahh Sa+?e!y':k.Y' ..-49r+1• ... . ._.,.: � ..- -: n:... aJ.•3.'..1..:. ....C: .. [.✓ . ry.'3... rYaH.l h.>r,/.,8".bh..-.k.. ...- •'i r .. �I'D �N t . ISSUED 11/ /2003� , EXPIRATION DATE HAMILTON HOMES , INC . P . O . BOX 1224 HYANNIS , MA . 02601 ( 800 ) 899 -3919 May 21, 2004 Thomas Perry, Building Commissioner Town of Barnstable 200 Main Street Hyannis, Ma. 02601 Dear Tom: Hamilton Homes would like to respectfully request an extension to the Building Permit (#73346) 376 Pitchers Way, MA. This request is on the behalf of our clients (the Senteio Family) who have delayed the start date pending the approval of an abutting lot. The family is seeking conservation approvals on the abutting lot and does not wish to confuse or jeopardize the approval process with construction on this lot. An extension of said permit would be most helpful. Your past and anticipated cooperation to this request is most appreciated. Sincerely, John M. Falacci President Hamilton Homes, Inc. 3/ � 250•p0, l ' cr N LOT 4 �cp 38,189t SQ. FT. `say_ CONC. FNDN. LATF = 33.6 y., o g 5.0 t cr 279.27' 00 o � JOB# 03-267 F 0 UNDA TION PLOT PLAN FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT LOCATION- : 376 PITCHERS WAY PREPARED FOR: HYANNIS, MASS. JOHN FALACCI SCALE : >" 40' DATE SEPTEMBER 3, 2004 REVISED NOV. 10, 2004 REFERENCE PB 495 PG 28 ASSESS. MAP 290 PCL 15-2 I HEREBY CERTIFY THAT THE STRUCTURE _ SHOWN ON THIS PLAN IS .LOCATED ON THE GROUND AS SHOWN HEREON. �r�E F ,H: off. 508-362-4541 Y� fax 508-362-9880 OJALA F 26348 down cope engineering, inc. ° ssa: CIVIL ENGINEERS -^ ' 3 LAND SURVEYORS 939-main st. yarmouth, ma 02675 DATE REG. LAND SUR YOR I N ROOK %5�VAGE-ZS- LOCUS t IIOIp r.16 1117 91 I CERTIFY THAT THIS PLAN HAS ar oDtID1A9e , BEEN PREPARED R CONFORMITY WITH vA ND Noll[TT S FIFIr PMIA MI (pyD d T1p TOTAL UPLAND AREA THE RULES AND REGULATIONS ff THE d ANY IDT BMLL F YAO[FA%u SUP AY 1NE N/TYlAT1011 O< B1PORIY.f9DICDAL Alp►A1p)PALrAK=a REGISTERS�DOES. qp 0 DeV&,it RLS. 1 Im aEARNN ► OF NIT 1L- 9WL i ARAI1U M iIB YTiEIAL fiTATL NM A ONLY KY-AREDDV[a1flN9 DF 7ApDl AMD aGALO(r IRBOMIOW BBIIBB Alp iO1Mm1p1 MLDBRI. LOCUS w SCALE I.ESODO ASSESSORS - IIAP .90 PARCELS 15UB ZONES O.P. A 1A Y Y,Y RESIDEIICE B �O MBIIYUMS CRAPNIC SOME AREA. SBO SIF. D ED a m IRONY 20 =IN low FRONT SEIRACK 20' SIDE SETBACKS.10, REAR SETBACK.lof 11n EUGENIA FORTES (OR 2.5 STORIES R LESS) y Li EUGENDI TORTES Ti OAK W PACE 104 �Lj=awf $ nui•Y u D. It0'A.Y1N'[ It7.AC ��11\1 _2T17� u J =LWlrKK y g =5 LOT I GUM'ES Spam 1;4 44.3117 Kv. pilEp IAPD210/ OX OG PAGE 00 �H LOT 2 Y7 ay 3LM Y. L r j 17.►y S 3SI-W S� „DIB'EB� r Q BA Ift 11 BOAIp[ APPEALS1.103 A/RAL 11a Lw-ol rEa n,lw . IED� if •�pit '4w& OVER VAT A ► ACOp!TO LOT 1 6 FAMM D 7D 1MIOO T A YBE►� LOT 3 ACCESS AO TO LOT 4 a FAZIO lm 10 EA®pR B � P�� IY71 Of.DFMIp • • Y� U. AL A �1D� • • L A, F.Y; #rJ777S POW BAR A,NSTABLE PLANNING BOARD • APPROVAL UNDER THE SUBDIVISION LOT 4 s 6 Y OUT Ram CONTROL UM NOT W WRLD. IA OE{{ IF. v A, DALE: iM 4^ i/tf.7 • eA` m 4f'r NOTE: NOAN E WATH THE ZONING IN TO ORDINANCE EOLA THE 20NNC i(S Ir0.2T ��/S CCF• ORDINANCE REOIAROAQMiS HAS BEEN MADE OR INTENDED BY THE Y S ABOVE ENDORSEMENT. u rr M+B+' uDBE tDllat rd a R OSSINI yy`` C1<,go, DATE i/.!/7a OT/.7y0 PLAN OF LAND f�Hlpg1 K(,dE1AI IP 7HE EARN DF Y A PLAN OF b OI PITCHERS NMM� IN f0R LILLIAN 1 IT AL D H YANNIS BpKUJB ( ) APIL 7 IMB TMB BIMTTED 10 TI[ M AINIO BOARD ON AM tY I"B NO THE NAA RlV_T^0 UPON ARM) BARNSTABLE, MASS. NO "NAD,;w"'�" IRS A- J. SENTEI0 ET AL INRWIA/la E=CLEM scAAE:1•-40• DATE:APRIL 7.1993 ta BAKTERL NYE INC. REGISTERED LAND SURVEYORS CIVIL EERS STERVLLLLE�MUSS. DEED REFERENCE BOOK 494 PAGE 303 A BOOK 519 PACE 569 c DIY J m s i i I O(S.•-12-199 r 12 01 27 � �'7�� . .I 1 � +Mi r• QUITCLAIM DEED '^ 19duard L Senteio of 117 Oa k ak Neck Rd,Hyannis,MA 02601 for the full consideration •:-:{^ "; of discharge of all debts and obiligations to Lillian Senteio hereby grant unto Lillian SerIteio 97 Oak Neck Rd, Hyannis,MA 02601,with QUITCLAIM COVENANTS,my share of the land situated in Hyannis,Barnstable County,Massachusetts shown as LatA on plan of land entitled,"Plan of Land in(Hyannis),BARNSTABLE,MASS.Lillian J. ; Senteio ET AL.Scale: 1"40'Dated:April 7, 1993,Baxter&Nye Inc.Registered Land Surveyors Civil Engineers Osterville,Mass.",duly recorded in the Barnstable County Registry of Deeds in EI n Book 09=Page ol't] . �y Together with an easement over portion of Lot 3 designated as"Easement B"as a N driveway and access,for all reasonable.and usual purposes,to and from the public way known as Pitchers Way,as shown on said plant w WIRTVESS my hand and seat this_ kith day of '5-CL y,P , 1997. Eduard L Senteio COMMONWEALTH OF MASSACHUSETTS �ountyn .�_ of Q 1997 Then personally appeared the above named Eduar J.Senteio and acknowledged theforegoing instrument to be his free act and deed,be re me. % � . Notary Public , My Commission Expires: I u � r IZ- +r DENISEM. MORIARTy s3 �fi, k � NoteryPubi(c �� ���1 ss(onExPIMShn.22,2004 i � �r a r04, .4 • F� �Er-. BARNSTABLE REGISTRY 4F DEEDS "�, � E�"`''� s shun. � :. �': . � tm. n 3 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New ew Buildings,Additions $50.00 � Alterations/Renovations $25.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE _square feet x$96/sq.foot= t� Z 911 n® 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) ACCESSORY STRUCTURE>120 sq.f� , >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= Fireplace/Chimney x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocatiou/Moving $150.00 n (plus above if applicable) permit Fee y ) projcost DFE T Town of Barnstable P Regulatory Services LLThomas F.Geller,Director as�ss. 1639. MP.� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-8624038 Fax: 508-790-6230 Property Owner Must - Complete and Sign This Section If Using A Builder ..,M..0=er.of the.subject property._ ......_.. .: JJ// to,act on my.behalf,. her (T eby authorize a M, Ton. tomes ,roc. in all matters relative to work authorizedla7..this building perroit-application for: 376 Pr S Vt/a N gn n (Address of Jo ) �t=eof r Date L i j�ra�? -Sc►�Te60 Print Name GENERAL NOTES p C /� STATE APPROVAL STAMP THIRD PARTY APPROVAL AGENCY: PFS CORPORATION PROFESSIONAL ' LABEL LOCATIONS: PFS LABEL. STATE LABEL AND DATA PLATE FOR UNIT 'B"LOCATED UNDER KITCHEN SINK + STATE LABEL FOR UNIT'A'LOCATED IN FOYER CLOSET p BUILDING THE ENCLOSED DRAWINGS AND SPECIFICATIONS (REFERRED TO HEREINAFTER AS SUBSET) B S ARE THE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC. (REFERRED TO HEREINAFTER AS SYSTEMS, INC. �, P851) THIS SUBSET IN NOT INTENDED TO SHOW ANY SPECIFIC PLAN LAYOUT OR ARRANGEMENT, BUT IS INTENDED TO SHOW THE PBSI BUILDING MODULE IN COMPLIANCE Ld WITH ALL STATE CODE REQUIREMENTS AND STANDARD ENGINEERING PRACTICES IN ORDER �/ = z FOR THE GENERAL CONTRACTOR TO OBTAIN BUILDING PERMITS. NO PART OF THIS 72 EAST MARKET STREET P.O. BOX 219 (n o SUBSET MAY BE REPRODUCED OR USED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN MIDDLEBURG _ 0 AUTHORIZATION FROM PBSI. THIS SUBSET IS PROPRIETARY AND SHOULD BE KEPI + PA 1 7842 g CONFIDENTIAL. ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBITED. PBSI WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL NOTES Lij WITH REFERENCE TO "IN-FIELD "ON-SITE" OR "BY BUILDER" ARE PERTAINING TO >- •N THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. O ,INC. U a z THE DRAWINGS IN THIS SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE OFFICE MAILING ADDRESS: PROFESSIONAL BUILDING SYSTEMS U ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE. 72 EAST MARKET STREET MIDDLEBURG, PA 17842 MASSACHUSETTS CODES PLANT #1 ADDRESS: 72 EAST MARKET STREET 1993 BOCA BASIC MECHANICAL CODE W/AMMENDMENTS MIDDLEBURG, PA 17842 2002 NATIONAL ELECTRICAL CODE W/MASS AMMENDMENTS MA STATE BUILDING CODE VI EDITION MA MANUFACTURERS NO.: MC221 a MA FUEL/GAS/PLUMBING CODE ti 0_._._._. _ . _. EXPIRATION DAIS: APRIL 30, 2004 DRAWING INDEX (23 701AL PAGES) THIRD PARTY INSPECTION AGENCY: PFS CORPORATION 6 m PAGE DESCRIPTION Z DRAWN REVISION Q ao 1 COVER SHEET 9/22/03 N/A MA. THIRD PARTY NO.: TPIA-02 CY 2.1 FRONT ELEVATION 7/18/03 9/22/03 EXPIRATION DATE: APRIL 30, 200a rn 2.2 REAR ELEVATION 7/18/03 9/22/03 2.3 LEFT SIDE ELEVATIONS 2.4 RIGHT SIDE ELEVATIONS 7/18/03 9/22/03 MODEL RANCH 0 7/18/03 9/22/03 LOCATION in7/18/03 9/22/03 : a 3 FIRST STORY FLOOR PLAN 367 PITCHERS WAY, HYANNIS,MA 02601 (FRANKLIN COUNTY) a Ix 4- 27'-6"WIDE 5/12 CROSS SECTION 9/22/03 N/A USE GROUP: R4 5 5/12 NON-STORAGE RAFTER DETAIL 9/22/03 N/A LU O 6 CONNECTION DETAILS 9/22/03 N/A CONSTRUCTION CLASSIFICATION: 5-B F 0 7 TYPICAL SECTIONS FLOOR AREA PER STORY): F g 9/22/03 N/A ( 1155 SO. FT. (FIRST FLOOR) W 9 FIRST FLOOR ELECTRICAL 7/18/03 9/22/03 y 10 TYP. ELECTRICAL DETAILS 9/22/03 N/A VOLUME OF ENCLOSED SPACE: 22041 CU. FEET R.A. OR P.E. APPROVAL STAMP 11 ELECTRICAL LOAD CALCULATIONS 9/22/03 N/A 'NO CONSTRUCTION CONTROLS REQUIRED IN VOLUME EXCEEDS 35,000 y 12 FOUNDATON LAYOUT 7/18/03_ 9/22/03 CU. FT. (MEETS EXCEPTION FOR ONE AND TWO FAMILY DWELLINGS). W 13 TYR. FOUNDATION DETAILS 9/22/03 N/A STORIES ABOVE FOUNDATION: 1 14.1 DWV PLUMBING SCHEMATIC 7/18/03 9/22/03 - PFS CORPORAjION 14.2 SUPPLY PLUMBING SCHEMATIC 7/18/03 9/22/03 BUILDING HEIGHT ABOVE FOUNDATION: 16'-5" 15.1 TYP. PLUMBING DETAILS 9/22/03 N/A C U 15.2 TYP. PLUMBING DETAILS 9/22/03 N/A DESIGN OCCUPANCY LOAD PER FLOOR: 1155/200= 6 OCCUPANTS(FIRST FLOOR) �� Q ? 16 INSULATION SCHEDULES 9/22/03 N/A 5�" E el"', _ ' Pars certified to comPtY �' �, �; 17 MASCHECK 9/22/03 N/A FIRE ALARM SYSTEM: PHOTO ELECTRIC(SMOKE DETECTORS)1 PER 1200 SO. FT. �� :_�'�;,'�%::r6' - �,4 r r W Z W 18 WINDOW SCHEDULES 9/22/03 N/A SPECIAL USE LIMITATIONS: N/A fir" +...t .CFJ�e ClJti ^,� mz 11stins ot. U_ 0 1 .1 J 19 HEATLOSS - FIRST STORY 7/18/03 9/22/03 FIRE RILING: �� a m N/A to OTHER: N/A Q 17.1 DESIGN LIVE LOADS: WALLS: REQUIRED DESIGN p dm - _ --- - - 21 P.S.F. 75 P.S.F. ROOF:FLOOR: 40 P.S.F. 40 P.S.F. FIRST FLOOR (KITCHEN. LIVING RM,ETC.) 40 P.S F. 40 P.S.F. Tine SECOND FLOOR (BEDROOMS,ETC.) 30 P.S.F 30 P.S-F ignatUfe HALLS: NOT OFFERED NOT OFFERED STAIRS. 100 P.S.F. 100 P.S.F. ( Limit Factory Built lclf'l BALCONIES 60 P.S.F 60 P.S.F n W_ d FLOOR JOISTS: 2Xt0 FLR JOIST 0I6"O.C. > CENTER BEAM: 4-2110 SPF 12 THIRD PARTY APPA ATT M L r;H L TD SPECIAL USE PROVISIONS. BUILDING SETBACKS AND ZONING REQUIREMENTS ARE THE RESPONSIBILITY PFS CORPOFAtG ORY GUILT PORTION = MASSACHUSETTSCONDITIONS, LIMITATIONS OF THE LOCAL CONTRACTOR 401 S. MARKET U Z MASSACHUSETTS: 5'-0"MINIMUM SETBACK FOR ZERO HOUR WALL. v BLOOMSBURG, PAW413 V Z Q R A �N' C H 111111tff fZ � 1� ! I 0 MODEL HEATING SYSTEMS: PREFABRICATED FIREPLACES ^� � � AND FLUES, U.L. LISTED AND MASSACHUSETTS APPROVED.INSTALLED ACCORDING vac A• ram*+ TO MANUFACTURERS INSTRUCTIONS(OPTIONAL). FURNACES OR HEAT PUMPS TO STENSE BE INSTALLED ON-SITE ACCORDING TO MAS$$ACHUSETiS, AND/OR LOCAL CODES _ N�• 4, 3 `V) APPROVAL U B \ VENTING SYSTEMS: RANGE HOOD AND BATH FAN lO BE EXHAUSTED iO EXTERIOR. 0 N EXTERIOR ENVELOPE THERMAL PERFORMACE: SEE ATTACHED MAScheck A ' v m 13 0 1 9 SEE PAGE 17.1 FOR INSULATION AMOUNT ` S:R-T9 IS REQUIRED 10 BE INSTALLED ON-SITEG ' BY THE BUILDER TO COMPLY WITH THE MAScheck R-19 IS TO BE INSTALLED IN THE FLOOR a O W - Q W o vo x � ED N a o U N N • z W U J c as n' oa Q :. W 1- F- N Cu o c Q Z o APPROVAL LI I T ED TO a = a FACTORY BUILT PORTION W z pq Z ` J o 3 OCT 13 2003 Q z Li a o: L�J ul o N I1� - - - K R T �9n W o = N Z o q Gar '_ J � Qr,, C-3( ENS G = m o t No 131 Qv \F� W N O 2' c N i� ,� •��`, W Q M�O Y d m n 5tllc Z Q Q14 mmJWv Q > Li N000xQ I J I LJ Z tU I O Z LL O W co O J f � C L� L ca co CEILING CEILING a F J � x a J > H Q -J < W ? of a 'cc,j � a O a FLOOR FLOOR Q a a A ATTIC VENTILATION APP ROV;:D LOWER 50% Q EAVES PFS CORP REO'D o \ \ 1•92 SUPPLIED .40 UPPER 50% 3'-0" MIN ABOVE EAVES o D N a, REO'D 1_92 SUPPLIED 2_60 NOTE: SEE PAGE 4.1 FOR EXTERIOR WALL FINISH,SOFFIT FINISH, AND ROOF . bgVTtRI,�fjUAL HOUSE MAY VARY FROM ELEVAT ON OCT APMOVAL 14K ED TO z O (� fTl p F m Z m D m TI O m X m Z7 0 D r r EEII z VT/ 1 N 09 T1 - 1 I Z V/ 2 Do z d a 0 n m z Llz 0 I D n --i C D r 2 O C to f'l 3 D � I < D TI O 3 m r- m D z 1►Ti►un��►T �� ! Y D ��a �0 o 0 ox < Ti ru Um �y 1^7 L�c S113111% i17 r- op 0 r' Z a z PAGE DATE, DRAWN BY, STATUS, _ 2 8 4�2 RANCH BUILDER CUSTOMER 9/25/5/ 9/ 3 ALA PRELIM MOULTON REAL ESTATE & CON SENTEI❑ 03 ALA FINAL REAR ELEVATION CITY 9/29/03 JRB APPROVAL COUNTY STATE t� HYANNIS BARNSTABLE - MA 2 . 2 PROFESSIONAL 72 EAST MARKET STREET VIND SPEED VIND LOAD P.O. BOX 219 SNOV LOAD F BUILDING MIDDLEBURG, PA. 17842 90 24 40 g S PHONE: (570) 837-1424 SYSTEMS,INC. FAX, (570) 837-6133 ORDER NO. SERIAL NO. FILE NO. 13019 SERIAL P13019(120) z � O r- m 0 -, o F- m z^ m l ' D 0 m -r-I O m X --1 m O D I— --------------- ------------- O H T� 1 1-� z rH� V! T Cn D z R) d O I CD O m ZZ m C D r- 2 O ti f'T D i -c t D i , 20 O 3 m m < n�D � T�ullunu`'// —1 I 04 ti ,r, -c< Ij 'T1 �`' 7 0) 9 �-A 1, rn = • � -r W. _F. -n -u -L w -I �— Q 0 v U F w C7 -9 fTl I z O PAGE DATE: DRAWN BY: STATUSt 2842 — RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEI❑ 9/25/03 ALA FINAL LEFT ELEVATION CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNS TABLE MA 2 . 3 PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD P.Q. BOX 219 , $NOW LOAD P BUILDING MIDDLEBURG, PA. 17942 90 24 40 g g PHONE (570) 837-1424 ORDER N0. SERIAL No. i ILE No. SYSTEMS,INC. FAX: (570) 837-6133 13019 SERIAL I P13019(120) z � 0 I- m m a ED FrI z m D ' Cl m 0 TJ m X m H 0 Z7 ' D r r � H z H o -rI H T� 1 H z ,H Ln V D z !u ty 0 0 -T1 O m H Z Iy Z O m J D c D r ' I 0 c f-I 3 D D O 3 m � n�llul►uiii C��V c"S om ,i Tl O ;' ;u I � �� ��9 O -i j a� rf1 x Co� c� C7 e =� �RT,1 cU1 Q f: �,, fu13 t' ) r O a z . PAGE: DATE, DRAWN BY: STATUS, 284� - RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL RIGHT ELEVATION CITY COUNTY 9 STATE /29/ 33 RRB APPROVAL HYANNIS BARNSTABLE MA 2 . 4 D PROFESSIONAL 72 EAST MARKET STREET P.O. BOX 219 WIND SPEED WIND LOAD SNOW LOAD P BUILDING MIDDLEBURG, PA. 17842 90 24 40 g g PHONE, (570) B37-1424 ORDER NO. i SERIAL NO, FILE NO. SYSTEMS,INC. FAX, (570) 837-6133 13019i I SERIAL P13019(120) Z z o O r m (7 31E 2 V) m rT m --I m W 00 0 M 27'-6" r i d f11` 3 1-9 D 13'-9" UNIT "A" 13'-9" UNIT "B" Z c <� � � 0 6'-10" 6'-11' �� D zIz) np c'pzcao £ �' �,� Z D 13'-0"Z D c,13'-0" � D � Z r- 0u � C Z 0 Z m i Z N Dvl w_ ,O N z LC41-le p d Z �D Ci cn *l pp` ItI M oo'D�w I bUN - v) Z %O O (Ai) <r- r-� t7 C N D 3 C D ux C3 zi=z= C3 j Z "m ID b1d -°v , 3 M bdtj v) _ C A:[7 ~ �C7 Cn M L)rl-v �J <0 GD ' I a V) I Z x Z L 0 17 l7 C TU Z Frl fU -' -I o p ty 0 Tl .A 0 d A A 3 m I'l mC O 0 rq. 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C_ 0 30 I W3015 I pG. S r1 �., SlI �• -� 1 i --•) /�1j11111111/11111, 00 ) �. � LCUD T. WINDOWS & DOORS ON LOAD BEARING WALLS �TO c -9 TN HA E ONE JACK STUD & ONE FULL HEIGHT STUD +« UNLES OTHERWISE NOTED PAGE; DATE: DRAWN BY: STATUS. _ 2842 RANCH BUILDER CUSTOMER . 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEI❑ 9/2 /03 ALA FINAL 1st STORY FLOOR PLAN COUNTY 9/29c,TY C /03 JRB APPROVAL STATE 3 HYANNIS BARNSTABLE MA t PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD P.O. BOX 219 SNOW LOAD• t' BUILDING MIDDLEBURG, PA. 17842 90 24 40 g S PHONE, (570) 837-1424 ORDER NO. SERIAL NO. FILE NO. SYSTEMS,INC• FAX, (570) 837--6133 13019 SERTAI_ Pnn19c1?nl SECTION NOTES: STATE APPROVAL STAMP 1. RIDGE VENT 2. 20 YR. SELF-SEALING FIBERGLASS CLASS C SHINGLE a OR BETTER. 15# ROOF UNDERLAYMENT AND 7/16' RATED O.S.B. ROOF SHEATHING OR BETTER 3. 5/12 NON-STORAGE RAFTER ROOF 16' D.C. a. R-38 FIBERGLASS INSULATION w/ VAPOR BARRIER Z 0 5. V AIR SPACE PROVIDED BY BAFFLES AT EVERY TRUSS SPACE ALL TRUSS MODELS U N 6. ICE SHEILD LiJ o GO s 7. 2x6 SUB FASCIA 8. ALUMINUM FASCIA .__I Q o 9. VINYL VENTED SOFFIT _ U W �n 10. 3' COMPRESSION STRIP I _ 0- 1 1. DOUBLE 2x3 70P PLATE STUD GRADE ON MATING WALL `� h STRAP NOR TO EACH RAFTER 12. DOUBLE 2x6 TOP PLATE STUD GRADE ON EXTERIOR WALL rn N �- Q � 13. SINGLE 2x3 BOTTOM PLATE ON MATING WALL 2 - - . 14. SINGLE 2x6 BOTTOM PLATE ON EXTERIOR WALL 7 _ } m m 15. 5/8' GYPSUM SHEATHINGcr 12 2.4 SDF(!` 2 O O 16. R-19 FIBERGLASS INSULATION w/ VAPOR BARRIER ----- I ' 7 GIST HANG REOT WHE 1 7..,L i"A_GE WALL IS USEQ a 17. 2x3 SPF STUD GRADE MATING WALL @ 16' q g N A 18. 2x6 SPF STUD GRADE EXTERIOR WALL @ 16' o a / ��� Cr 19. 7/16' O.S.B. SHEATHING ON MATING WALL r SEE yFn CALCS� 8 a Cr 20. 7/16' OSB SHEATHING ON EXTERIOR WALL 1 FOR oREH saAN"` '`� t1 15 9 W J BE"92E q 10 w p 21 `` a 4 a o 21. AIR INFILTRATION BARRIER � 1 � 6 16 Y 22. SINGLE LAYER 19/32' D.S.B. FLOOR SHEATHING ^� _7 79 t8 j x 23. R-19 RIGID INSULATION ATTACHED TO PERIMETER 5 a R.A. OR P.E. APPROVAL STAMP F- 4 co 24. 2x2 LEDGER STRIP STANDARD 7 _ 13 a Q w 25. DBL 2x10 SPF #2 PERIMETER BAND > APPROIVAL LIRM,!TED �-. 8• IJIN. \ `I 31 TOP OF SILL PLA E FAIL;v RY C21� _T 26. CAULK IN-FIELD i t � J Q E.i ' W OCT 13 03 Z 27. 2x10 SPF#2 FLOOR JOIST 16' O.C. t o o m Z i O] W 9 m 11111111lt/ �� O o W J m 28. R-19 INSUL. ENTIRE FLOOR INSTALLED ON-SITE ' �� a I TE]p 29. 1/2' DIA x 17' ANCHOR BOLTS WITH 15' i i ' ` �` K RT�Pq�''' a m U) 0 EMBEDMENT IN CMU AT 6'-0' O.C. Q t Q 30. 3 1/2' MIN. DIA. PIPE COLUMN ' a V STijY �G = d m I 31. FIELD INSTALL SHEATHING STRIP = No. N x 1 = 131 --- a. .. 32. 2x6 TREATED SILL PLATEIN\cl 41 � 1 - 33. 1/2' CONCRETE EXTERIOR PARGING COVER W/ BITUMINOUS COA OPTIONAL BSEMENT WALL INSULATION WHERE PERMITTED. CAPE SECTION WITH FULL BASEMENT NOTES: N 34. FOUNDATION WALL BY BUILDER. PLANS ENGINEERED FOR 6' TO IO' THICKNESS 1. ALL FINISH MATERIAL FOR RAFTER AREA, INCLUDING TRIM, WALL GYPSUM. INSULATION, PLUMBING FITTINGS de FIXTURES, ETC., IS SUPPLIED AND INSTALLED BY 35. 4 MIL. POLYETHELENE VAPOR BARRIER BUILDER UNLESS OTHERWISE SPECIFIED. THIRD PARTY APPROVAL STAMP 36. 4' GRAVEL BED 2. ALL SHEATHING USED IS AGENCY RATED. = z U 37. 4' PERFORATED DRAIN TILE Z 38. #4 BAR CONTINUOUS APPROU`D 39. FOOTING TO BE 6' MIN. INTO UNDISTURBED PFS C019p SOIL (TYPICAL) W 40. 4' CONCRETE SLAB ! OCT - 2�03 41. 30'x30'x12' CONCRETE FOOTING 42. 16'x16'xI2' cwu gpa�;�:��a� t E4f "' r� �' � W 43. 2x8 CLG JOISTS @ 16' O.C. ..<. .� WI I f ED E® o J 44. h 4c I ORY 5,'J' ' -O;nTI01� m 45. 1/2' DRYWALL w U Z 0 (/) D m M f 1'-0 3/16' M (D D H N _ 61 I fmT Fr Fri Fri w by v 1--77---��' � v r N O O `� X Vl /V r�.. V a= ; n= A O D �o w "0 A r,e 1 w OD 9 1/8' 10' V) —I o 2 1/2' = D 1'-3 3/4' 5 7/16' a M �t C C1 V r- x N U rx _ ao x T1 n e � o (J's W FO 9 5/16' L7 0 M (� M `" s m ✓w �! N ✓ x 6 C co f .n r'l ti 3 � co -lmcn D V) C � D f m 4 SPF �r �TT-77I 3'-5 5/16' _ t o a i iu 7C N W ' I tj A fU L1 a D x M v� z 4'-5' � vDi x D In M X w M N N N d C fU Z T X a x ,v* Z -JI> i 1 ON OD p, _ x z N jr N 4 t w 0 c \ '--'' 3'-5 5/16' C] z _ �V N .�O 'O x W OD I y ID � V 111111111// >D N Cu `\ �771/l n u i \�t Z (A ,r Q Z -Al Z D 1 s _ Uri(D. ti ! o z C4 C `y C� co lom 00 z i � A � Iry 3 z q, :.t) 1 J)o o ?`' o 07 --I n u \ ! per- U) �� w Tp es� 0 u, O �. 0 .v 00 PAGE, DATE DRAWN BY, STATUS, 5/12 NON=STORAGE RAFTER BUILDER CUSTOMER 9/29/03 JRB APPROVAL , „ MOULTON REAL ESTATE & CON SENTEIO 27 —6 WIDE 2x8 BOTTOMS CITY COUNTY STATE 5 HYANNIS BARNSTABLE MA PROFESSIONAL 7P EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P.O. BOX 219 P BUILDING MIDDLEBURG, PA. 17842 90 24 40 g g PHONE, (570) 837-1424 ORDER NO. Nil. PILE NO. SYSTEMS,INC. FAXi (570) 837-6133 SERIAL N 13019 SERIAI PL' njq(j;)n) STATE APPROVAL STAMP 4-1/2'z1 1/2' 16 GA U) - STAPLES EACH STRAP __ Q 26 GA 1 1/2'z27' t 1/2'x12'x26 GA �- STEEL STRAP GALV. STEEL STRAP Li 0 48" D.C. 0 4-1/2"zt 1/2" 16 GA O Z tn STAPLES EACH STRAP O S W 1 4-1/2'x1 1/2' 16 GA STAPLE U N W LtJ z Z < >TRUSS TO WALL ANCHORAGE OPTIONAL RAFTER TO WALL ANCHORAGE Z N U � .. N Q rn (j zm 3 W C K C O . 4-1/2'xt 1/2' 16 GA p�N STAPLES EACH STRAP X ma a 4-1/2'x1 1/2' 16 GA C1� STAPLES EACH SRAP w J AT 48' O.C. 0 1 t/2'x12'x26 GA GALV. STEEL STRAP 4-1/2'x1 1/2" 16 GA F AT 48' 0... STAPLES STAPLES EACH STRAP x s a R.A. OR P.E. APPROVAL STAMP 4-1/2'xt Cl1/2" 16 GA F STAPLES EACH STRAP CLG. PERIMETER BEAM W N G. CENTER BEAM TWO STORY - FIRST FLOOR CELING APPROvA.;_ I WITED TO TO BEARING WALL ANCHORAGE FACTORY E;,,;-T PORTION ROOF ANCHORAGE TO MATING WALL o z OCT 1 3 63 (az W U- � uut,rr a m FP TH Or Mq o� STEMS` = 4 1 ►I = ENO. 4 , N 2x4 FLAT -QO FC Qv 4-1/2'xl 1/2' 16 GA - 4-1/2'xl 1/2' 16 GA I II I II F A N�G STAPLES EACH STRAP STAPLES EACH STRAP I II 3-31 I Ix3" LAGSJ/O�lAI �N�\� ,`,�� N i6d NAILS ® 6'0-C. s 1 1/2'x12'x26 GA 1 7/2'x12'z26 GA ' GALV. STEEL STRAP GALV. STEEL STRA THIRD PARTY APPROVAL STAMP AT 48- O.C. z 4-1/2'xi 1/2 16 GA 4-1/2'xt 1/2' 16 GA W STAPLES EACH STRA STAPLES EACH STRAP ^ •'iticD Ar—Pr'm':,"C P;-s CO'P OCT - 6 2003 t, OPTIONAL TRUSS TO WALL ANCHORAGE it FLOOR PERIMETER BEAM _ > A_P_PRO-VAL Ls i; TO . BEARING WALL TO FLOOR ANCORAGE AND CORNER CONNECTION EF•V '.cE'' 't�S '�'�' ' t .Pxn in m • lJ V Q STATE APPROVAL STAMP 16d NAIL 12" O.C. (ON SI ' z y 16d NAIL 12" O.C. - 0 ON SITE)) DG N E CON T EC I N 0 - GES�CIALE = I— 4 - � 3 t 0' / U 1 , Vf V) S W Q 2-16d NAIL INTO EACH RAFTER (ON SITE) I Q OI U "�1 W . N n n 0 ca - 2 RAFTER CONNECTION 7 SCALE: 3/4"=1'-0" m m z cc 2-16d NAIL EACH TRU ON SITE) a 0 p ° 16d NAIL INTO EACH RAFTER (ON SITE) m N x� OQ DO 3/8"x 6" LAG SCREW 4' O.C. (ON-SITE) O Ej a¢ W LUm ww w IX I-o U) LU w Ix ]C < Q 2-16d NAIL EACH STUD (ON SITE) R.A. OR P.E. APPROVAL STAMP � F,• w w 2 KNEE WALL CONNECTION -� N 7 SCALE: 3/4"=I'-O' APf ROVrA'1� s i_Al T ED TO 3 FOLDING OVERHANG FACTORY—ri,, ;, SCALE: 3/4"=t'-0' PORTION 4 MARRIAGE WALL CONNECTION � 7 SCALE: 3/4"=t'-0' < I OV g z 1 ? rn m 1/2'x 12' THREADED ROAD 4' O.C. (ON SITE) w Z w 16d NAIL 12" O.C. (ON SITE) OR 3/8'x 6' LAG SCREW EVERY JOIST `,{{ll{11iif!! t/����'', LLL h 3" O.C. ABOVE 25 PSF WIND LOAD ALTERNATING SIDES (ON SITE) ````�ZkAt- P�iA�lS9,'' , a m U) s . 10' x 12" x 1/2' STEEL PLATE = o. RG d m WELDED TO COLUMN (12' PARELLEL WITH GIRDER) ' 131 4-3/8' x 4' LAG BOLTS (� j MODULAR SET-UP NOTES THIRD PARTY APPROVAL STAMP 1. SEE PAGES 21 THROUGH 29 Of SEl-UP MANUAL FOR 2 MODULE W SEl-UP WSTRUCTIGNS. \N\\ \ \` 2. SEE PAGES 31 THROUGH 33 OF SET-UP MANUAL FOR 2 STORY S APPROVED /\ E� `�! t� �// \/ / (4 MODULE)SET-UP INSTRUCTION Y 1 SEE PAGES 35 OF SET-UP MANUAL FOR 5/12 AND 7/12 ROOF 6" x 6 STEEL PLATE PFS CORD Q . SET-UP v+sTurno"s WELDED TO COLUMN Of VARIES 0 4. SEE PACE T OF SET-UP MANUAL FOR HINGE LAY[OVERHANG _ n n� \\%\\ 0o O p p S SET-LIP INSTRUCTIONS. 4-t/2' x 9' ANCHOR BOLTS OCT00 W p \\'� SEE PAGE 50 & 51 OF QUALITY ,° °° °° ° AP FIR?rts� t ��� ;�Fn _ TO //i a ;�1I f ram, o r''.✓\%/../.,''.,''.,''%''%''�,''/.//%�/%�% ASSURANCE MANUAL FOR FASTENI"NG � " ...-._.._-_. m TYPICAL BASEMENT WALL J SCHEDULE FOR PLANT BUILT ITEMS ,. V) 5cc 7 SCALE: 3/4"=I'-D" 6 FLOOR GIRDER BEARING 3/4 F a . o a 12-2 Z CD 9 LL1 c v a W N O . O W 3 GFI _ XL 9 U kcL.) CHIMES Z z� ] I--- -- -- - -J I L l i CT 1 i GFI I I F 1 I T 12-2 (CL I 3 GFI �- Ec) zI 1 v` q I q ° Uo I I I �________� I — I Qzr I? 12� �'30 30 I I TI. Q I I z Q�� • I I 2 � J � I sLLi la-2 BOX & BLOCKING i �;\lam, Z v1 W I I L� ---- - CD 4 ° 2 3 J BOX 8 BLOCKING �n I 2 I -- --- - -- - Q W Q -- -- - _ _ u\ I } z L_ I -- I n 3 I11 T z 143 2 ° 'r' o I m u Z p I 8 FI -- --- -- -= XL I 3 r F -- ----_--_-T MNT. 66' A.F.F. I3 I W Rl c S I 3 NC BOILER SVT7CH 1 - z � c ru I I ` - s I Q m Q fn ° E. y ` li I LTO —T]C J.B.JQ i L D P.E. 12-2 3 1 I 57' Lid ° L ___f —_--- — r— --- I AFF P I IZ Y am i gym_ CO CONN.AMP 15 2 ELEC. DROPS (=_)I- ��'�Uj� 5 x w r` s 1 PE r- --" r-- W/ 22' C❑ILS ZU a _jW� s ----- ----- - S l.J m m 7 Q LLJ W C Z - CT I CE _I �'o A o I T I 12-2 T PULL a s a TO BSMT Gii L s U a I 117 17 WIREI 1 6 I Li_ I SD. ©I z i L l 10-3 I 6 z z I rril 'm I 6 I 18 6 I I 14-2 �� c� vi to 0 s I Of l I I 1a I I APPROVAL LIMITED TO CO T o W I Tv ► ► L__ I FACTORY BUILT PORTION `ti : 00 >_ Q I I 1 6� 0CT,j I 6 BOX AND. I I I FOR PADDLE FAN T 9�y STE,NBC � J No. 4 31 a I a I 6 _ ----- -- - -- - ---- -J I L F J �(� Q W z , I P C'`' HA N�GP��Q L,) CL `` a LI Tv ��'%.Lcs�OrYAL Ey�'�a,o`�• s — _ CHIMES ELEC. DROPS Z Q a NOTES: 8 ter' iO�,/ED D. J J Ir r 7 �`r' a a I. INSULATED STAPLES REQ'D TD SUPPORT 6 GI PrS CORP ALL WIRING Qf L_GJ 7 0 12-2 2. 1155 SO. FT. (SMOKE DETECTORS REQ'D ALL BRANCH CIRCUITS SUPPLYING 15 AND 20 AMPERE OUTLETS IN t OCT - 6 2003 EVERY 1200 SQ. FT.) BEDROOMS ARE PROTECTED BY AN ARC—FAULT CICUIT INTERRUPTER _ _ W �' r 3. SMOKE DETECTOR: TYPE PHOTOELECTRIC IN ACCORDANCE WITH SECTION 2.10.12, 1999 NEC. ~ 10 CD CD Ln nAPP �O ',�i L � I I�:^�' a CNN .y :. I 20A 01 120 VOLT 12-2 7 20A 120 VOLT 12-2 - 2 20A 220 VOLT 12-2 8 20A 120 VOLT 12-2 3 15A 120 VOLT 14-2 9 20A 120 VOLT 12-2 a 15A 120 VOLT 14-2 5 15A 120 VOLT 14-2 W L7 6 15A 120 VOLT Ia-2 17 20A 1 ]20 VOLT I2-2 a ]8 30A 240 VOLT 10-3 30 20A 120 VOLT 12-2 lee ■� p ! 4 p� /2 Sw Ail K a 0 I m R 1 co Z \ m \ o qR^ staagg y \ 1 \ o A �pf R om ma� m TO OSM1 SO fit y �y AiT AC SS A II m' a = o 4h K O I� e �e s z / I N Z se I v w A tD g � 9 \ g III I 8 a £ III 1 K z Illp i 1 o x SCR ��g 1 0 � z ®O�•»oee �� o� Ic y � � y y a y � y 3 Y s f '; r r _ �� � q� I I � 1 IT o uL'JJp e fe 1T IT 0 Y 4 €� oxs 9 9 g 9 oaSo3a D no > 0 i i i i f 11< (n z y^ z z a s g a a 2 as s s p "," z 2^= nDo _�n ® � v \- i R � X sR a oo se A� A v sTO OL 1 r a 0 ' q 0 8 E ^ Y P Q R^ 4 ap 9 SR Ocn <a \ B j. r An zaA g 65 d$ y mn ■c o N ➢R : 7Y� ! �� *,1R >$ 4 m0 „z z � gg z m pp $ st / S QQR 22' A spG a8 g F vA O D N O D D A A D < !^ v v -n v o o >D < 11►uu111� Q-13 o D/-1-17 > i Q ff_�J O s 2' X i _ UI 131 1 •yi�� : O V p !�!!Il11111111111` O 0 �T PACE: SUBMISSION: PROFESSIONAL DRAWING: 10 RANCH 72 EAST MARKET STREET•P.O.BOX 219 ELECTRICAL 4 PLANS BUILDER: VARIES CLIENT: VARIES .SYSTEMS,INC, P BUILDING � MIDDLEBURG,PA 17842 8 S DRAWN BY: DATE: SCALE: REVISIONS: JRB 9/29/03 N.T.S. "ncN R ABLE tam NBc)LOAD GALCuLA ............ .................... .................. ........... \AATTSCRva-TA\% TopLw. 1AJRCCNCMCNW2 (1000/� . ....... 0 .............-------------------- 0.65 .................. ------------ WERAL ELCTRC SPACEHEA-wi 0 0.6­­ 5 0 ................... ........................... 0 LESSTHANFUR :�APTLYMMULSD 0 0.65 .......... RiMRC SPACEFEAMERS ................. . ............ .... .......... ........... ................ ................ 'FaRCRMQ'W CCNrRaim ! i ....... . ! 0 0 1 0.65 1ATLY ............... ... E-EUMC SPACEWATERS . .. ............ ............... ............. Lm LEETHELAF;UECFTHEAJRccN[rncwG CRTHEOVORSM ED CBMNDCFTHEwA-nNs,LOAD ........... .......... ................ .............. _.. _._• t. . VIAT[s cR aRair WFE 10THRLOW: ......................... J va-TAWS AM:AaTY CAUSE ..........r WDTH 27 3465 ZY15 12(14 ......... .5 42 3, (Lxft3) SNAL --- -- 1500 3000 ------ aRam! 2 121 1500 ------- 201 .......... .............. 30i--------- --------- 0! CRYER ............... 5000 30. 101 .. ...................... . o4500 25 t:............. ................. RANGE 1 ............... ............... 1500 201 21 .............. SHAASHR ........... .......... i I p1200 i 151 : 14j! -------------- ........... 0 1 201 - 121 -n BAT 1500 201 121 0�u PATH#2 J 0 201 _ __ .......... BATH#3 —c 0 C3 -------- ....... 12' z ......... E3A-M#4 C= 0 121 .......... i._ 'G FF ��':� ' w 0 rn 0 20 12t oil 11111111"I't 24665 0 . ........... HR57 ..1%Wa:CM-MLaAw@1 000/0 100001 T --A ........... -------- FEMUR, MITFUER CF an-ER Loam @,v/o L ....................... 14665 0.4 5866 ............ .............. 0 -ut ---------- rarAL cALaimmLaND 15866 ------------------- TRJ TOT,4L LICADIvU . ........... .............. I MJFEDSEBACESG& ................ ............... —4.....1- 0 ....... AUMPANELSIM ......................... 200 (;AM-%- It I ► .............. ST PAGE: .................... SUBMISSION: PROFESSIONAL DRAVANG: 11 P 72 EAST MARKET STREET P.O.BOX 219 ELECTRICAL LOAD CALC BUILDING MIDDLEBURG,PA 17842 DRAWN BY: DATE: Sc 4s; BUILDER: VARIES CLIENT: VARIES SYSTEMS,INC.' 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Dr- rDa I I I I NM Cz t I tJ -9w -+ ��'- I I Oo I I 0 M ` �I•T � I I D � x v I I n 0oo� ` ` I I Orrom 00 x I I I I O 0 -I (° d I I r o ------� I I -Ibr° � ;u< I I wO - " Z i O �'T 0 X o�--ii Z r dO mt7 bd -+ D 0 �O � I ( I I O D m z Lno cro U CD ad D 0s 0,=rw, I I ! I I I I O ., I.- d c r I Z am- zzvl O n r O o L - - --- - - - - - --- I � IL -- - - --- - --- --- - - - -)I II D r.— 44 SQ 1, I rAl .F'' -(r�l L - - - - - -- - - -n }� lulil(i(i� — �> -- - - - - - - - - -- - - --- - - - - - - - -- - - - - - Cl %ki y e-i O;u TT1 r —+ "Tl .D t� o rn fi s C 7 2 m t� z (A i 2, - f` m -{lei D UO .C. `' v a 5 -zLIJ i . D ^� A v � S113 ���. p -4 )fill jjltwtl o Z PAGE: DATES DRAWN BY: STATUS: 2842 - RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE, & CON SENTEIO 9/25/03 ALA FINAL FOUNDATION PLAN CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNS TABLE MA 1 2 PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD P.O. BOX 219 SNOW LOAD P BUILDING MIDDLEBURG, PA, 17842 90 24" 40 g g PHONE: (570) 837-1424 ORDER NO. SERIAL NO, I FILE NO. SYSTEMS,INC. FAX! (570) 837'6133 - 130:19 1 SERTAL_ P1'1019(IP.n) - 0 ALL LEND HWSE FOUNDATION NoTr,- PER INDIVIDUAL FLOOR PLµ STATE APPROVAL STAMP ----------------------------------- t. ALL CONSTRUCTION&MATERIAL BELOW THE BOTTOM OF THE i100R JOISTS I$7NE ------------------ _ • RESPONSIBILITY OF THE BUILDER/CONTRACTOR AND IS TOE BE DONE IN ACCORDANCE w/STATE AND LOCAL CODES DECEITS ARE SUGGESTIVE ONLY. r---------- ------------------------ _ L-r--------- --� S 2. PLASTIC PIPE SHALL NOT PENETRATE FIRE SEPARATION WALLS,UNLESS PROPERLY PROTECTED I i*RIOR PILASTER OR EQUAL REOUIREO AND WAIL CONTINUITY MAINTAINED. IO'-0'D.C.WI$N BALKFILL EXCEEDS - Roan PLANS ARE DESIGN WITH MAXIMUM WALL THICKNESS OF 10' I S' IN BUILDER IS TO DETERMINE FOOTING AND ALL REQUIREMENTS -0' HEIGHT - IF WALL EXCEEDS S MAY BE AFFECTED. EDS 10'BASEMENT STAIR I L----•3. BASEMENT ENTRANCE.FOUNDATION ORLRAWL SPACE WALLS EXCAVATION&BACKfR1, - PILASTER,ELT.MUST COMPLY W/HUD MPS 4900.I.601-1 TO 601-18 WITH LATEST I I FOR LOCATION OF STAIRS - REVISIONS STATE/IOCAI COOCS,LAWS,RULES @ REGULATIONS INCLUDING FMHA 4241 W I I SEE APLICABLC FLOOR PLAN I I O I r--�EXHIBIT 0 THERMAL 70 WALD'Y FOR FEDERAL FINANCING. s 4. INSULATION IN FLOORS OR ON FOUNDATION WALLS. AS REO'D TO BE THE RESPONSIBILITY I I UNLESS OTHERWISE SPECInED I I OF THE ON-SITE BUILDER AND TO BE DONE IN ACCORDANCE WITH ALL APPLICABLE CODES I I I W I ACCESS 10 CRAWL SPACE BY BUILDER AC/DC SMOKE DETECTOR IN S WINDOWS OR VENTS(INSTALLED BY BUILDER)ARE REQUIRED TO PROVIDE 1/150 OF FLOOR £ I I IN COUPUANCE WITH ALL STATE AND LOCAL CODES AC/DC BY BUILDER AREA AS FREE VENTILATION AND SHALL BE LOCATED AS CLOSE CORNERS AS POSSIBLE 2 - (A MIN.OF NATURAL LIGHT EQUAL 10 2%OF THE BASEMENT AREA MUST BE PROVIDED FOR MASS.&R.I.) I I I I SEE GIRDER I ,6•Y,6-ROD[ _ Ln 6, IF WINDOWS ARE INSTALLED IN LOWER LEVEL OF RAISED RANCH UNITS,VENTS MAY NOT BE `•' I i IDA¢W CRAM SPACING SCHEDULE I r T.REWIRED. CHECK LOCAL REOUIREMEN7S. i n I I 30'.30'.12'CONCRETE FOOTING I I O oc VARIES LL 7. THE SILLS OF ALL DOOR OPENINGS BETWEEN THE GARAGE&DWELLING SHALL BE RASED" o c I I �-1 r--1 (---� I NOT LESS THAN 4'ABOVE THE GARAGE FLOOR. 73112' IJ N& ALL FOUNDA71ONS MUST BE DESIGNED BY A LOCAL P.E.OR R.A FAMILIAR WITH LOCALI WSOIL CONDITIONS 3I L-/rJOr �--JJL--JL--JQ 9. CRAWL SPACE FOUNDATION REQUIRES A MIN.OF A IB'.2i ACCESS OPENING. I$' I I 30.30'.10:/ CENTER BEAM WITHIN FLOOR ADDITIONAL SUPPORT COIWNS I NFOR VENTILATION 1/3 OF IZ OF FLOOR AREA PROVIDED BY CROSS VENT$ o i SYSTEM(SEE CRO55 ACTION) ARE REWIRED UNDER CLEAR SPANSICONIC.TOOTER IN CEILING GIRDER IN EXCESS OF 6'-0' WADE INSECT&RODENT PROOF WITH SCREEN IS LAVERS MIN.CLEARANCE BETWEEN MIN.DIA STANDARD STEEL WOOD MEMBERS AND INTERIOR GROUND LEVELS 1B' ( I PIPE COLUMN STANDARD FOR ALL I ' 10. FIRE SEPARATION WALLS M DUPLEXES OR TOWNHOUSES SHALL BE CONTINUOUS TO I I MODELS WITH FULL BASEMENTS I I BASEMENT FLOOR(ON-SITE BY BUILDER), g m ' < 17. PERIMETER RAIL I ATTACHED TO SILL W/16a NAVES 16'O.C.(J'O.C.O. ABOVE 25 MPH ND LOADS) $ I RANCH, CAPE, TWO STORY [] m '. ANCHOR BOLTS TO START V-O'FROM EACH END Of I - 12. THE MANUFACTURER WALL NOT ASSUME ANY RESPONSIBILTY IF COLUMN SPACING BY BULDER OWNER _ _ " _ - .. c .I_ FONNDATON AND CONTINUE O 6'-0'D.C. AND SHALL—, -}- ---- -- --- EXCEEDS MAX.SPANS SHOWN ON BASEMENT COLUMN SPACING TABLE, / •- i I BE RACED SO AS NOT TO INTERFERE WITH FLOOR JOISTS I I m U 11 STATELOCA71ON O WASHER,DRYER,WATER HEATER,d FURNACE IN BASEMENT TO BE INSTALLED PER I FOUNDATION CONTINUAL SILL RATE FASTENED 70 OR I I z ..J I FONNDATON WALL WITH 1/2'.1T ANCHOR BOLTS STATE& Or CODES(OWNER/BUILDER RESPONSIBILTY) I i TH 75'DEPTH M CMU A7 6'-0'MAX I 14. ANCHOR BOLTS SHALL BE PLACED SO AS TO NOT INTERFERE WITH FLOOR JOISTS I I TYPICAL 6'-0'MAX. 6'-0'MAX. •-0'MAX. - cr 15. SIZES REFLECT WOOD TO MOOD DIMENSIONS OF UNITS ALLOWING SHEATHING AND SIDING 10 JV ----------------------- ------- i OVERHANG FOUNDATION. IF]/.•FOAM INSULATION IS USED,INCREASE THE FOUNDATION -------NDAi1pN IN I I HT cy O n LENGTH AND WIDTH BY 7 1/2'70 MAINTAIN PROPER OVERHANG. THISAPPUE$TO ALL MODELS ----------------------------- -TI r---J-11, r------------ X L----- I I I O Q NOT WITTH AL 2 STORY OPTION < I OPTIONAL CANT4EVERER m aL i NOT WITH 2 STORY OPTION O& o,Y.oiau notn vuA - .cr -_____-_--_ SEE INDIVDUAL FLOOR PLAN FOR ACTUAL DIMENSIONS I I a, If__________t f_____________________________________ , W J I 1 - VARIES PER INDIVIDUAL Jr 1 I I I thou.,ncn,v Wm FLOOR PLAN to I I I 1 ro.oAar noel q,,w � s ' ' 1 I ILL)3 MI I 1 I _______________________________ r----------Z.J•- -------------, ' - ---------`--------------- R.A. OR P.E. APPROVAL STAMP ' i ancsnmu I I I ' 1 F I = I ------------------------�1 ,1 1 1 - � 1 , I s� FQQA r 1 i r--n r--n r--1 r- l r- 1 _ I - 1 _ I 1 _ I I _ I 1 _ I 1 1 I ' I L---- '� L �:YLLT�'J TO r A?FRCVh' i t N I I -$ I I I I I • 1 I I I I I FACTORY BUILT PORTION I , I � 1 1 r--1 ' T . V O03 Z Z p 3 OCT o U r--1 r--- r--n ' I ,�__ 1 1 _ I 1 I ---- p h Z , 1 1 1 I I i gggC7 \\j5N1i11Ff ����' O p r I I ao.o M..vu I 1 I ' r- 1 I 1 L__J L__J l__J ' 1 \\ '' coUu I --i i--i i- r- �I C I j 1 J 1 I p ` \\\\a�p�,SH 0 Mq ��/ 0- m to I I I 1 I 1 1 1 1 • 1 1 I - i ' ' 1 "T" AND "L" RANCH/ 1 I �` v �T -If A. GHI2' ' r TWO STORY f i , I V $ICHR 8 a m L No. i 1 _ N - t ' 3 BOX WIDE RANCH, CAPE, TWO STORY - i__________________ ;_ I 1 I I I i ------------- --------- -- --------------- 1 L 1 ' ' ' L-----' ----------------- MW aa. z .onA[E.t 6 tY ie.s RWP rl.s .... •.. W SEE PAGE 4 OF THIS SUBMISSION FOR HEIGHT CROSS SECTION OF THE FOUNDATION ' BASEMENT COLUMN SPACING 10'-0" TO 15'-9" WIDE UNITS THIRD PARTY APPROVAL STAMP METAL WASHERS �, DOUBLE WIDE UNITS TRIPLE WIDE UNITS W 30 f 40 DSf 6 0 nn 30 DSf 40 nsf 60 Dsf 3 24 WOE R-s r-r T-r 24 WIX? r_n' 6'-r 6•-r ^�✓ "?\t�l 76 WIDE R-r e•-2• e'-,• 26 WEr r-r 6'-r 6•-r A• ' ���Lj'4_6F.�� 32 WO( r_Y' r_r 7-! 37 WIa S-r 6'-S' 3'',- QFS C01R 2.WOE r-s K-,• r-7- 2.WOE C-n• 6'-r 6•-r , S 26 UK r-2• e'-Y r-,• 3 1s Wa 6•-6' b'-7• 6'-r 2..6E O G T ' 2003 li Ala r-W' 7-Y' r-.' V 37 WOE 6'-r S'_s' 6'-Y W ' G - 26 WOE 26 Wff > HOOKED PLATE EYE & PIN MUD SILL n Act s-r r-e .•_T• n WVE /!�} \ry h r,; �^ o cn 2.W0( 6•-„• r-v' s-s- :.WtaE 6'-r 6•_v y.-r h"e�('!�!;`" P'L tR .E I�a`e� t , - - 2e WOE 6•-r c-e• 6•-r $ 2e W[W' s'-s• CT•'A•+•L-Jr-F}!"H r e. -a } t-R'= ✓t W TYPES OF SILL ANCHORS: 22 Wa 6-r r 6-, " RWEE 4'_r r_r .•_r 1, FOR ADDITIONAL DESIGN CRITERIA SEE CALCULATIONS MANUAL SECTION: FLOOR GIRDERS. 2. MAXIMUM SPANS INDICATED INCLUDE 4'x6" PLATE ATTACHED TO TOP OF COLUMN. a W Rl "'Z . . 0 - D D z 0 M;o 0 L D N V Z C d 20 -1 0 xN A —I =to 0 �aa � Z =rii rq < D A0~ -4a D i NNO� z • V 0 _T1 t7Cmh 0 , D D y x m v D rI n N 0 0 moo z VI < 0 0 .N (/1 C o rl A n m rl S N 0 - i D %n 2 Z rt ;u N Zrt f N 3 � I w Z rri -1 D f I r (n D < (U (JI n; I � I 90 D w I n: n # r I cn C W I hj bd I O z -9 n C D G1 C NO A rl t7 tj -1 W v) D D0 c< -4A I ri 0-4 00 C w w I < N I i I r \ l I w I N 1 I '1; I N I 0 a D I Z N rl 0 :U T) >> •-1 �� � ���Iuuull,��„ J ? 1 Q rn ',,,,,,�►►►►"'' Z O PAGE: DATE, DRAWN BY: STATUS: ' 2 8 4'2 — RANCH BUILDER 9/6/03 ALA PRELIM CUSTOMER MOULTON REAL ESTATE & CON SENTEIO 9/25/03 _AL A FINAL PLUMBING DETAILS CITY ! COUNTY 9/29/03 JRB APPROVAL STATE . 1 4 0 HYANNIS BARNSTABLE MA 1PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD P.O. BOX 219 SNOW LOAD I&L BUILDING MIDDLEBURG, PA. 17842 90 24 40 PHONE (570) 837-1424 ORDER NO. SERIAL NO. FILE NO. SYSTEMS,INC, FAX, (570) 837-6133 I ^; 1 13019 SERIAL I P13019(120) - D m m D - m �7 .A ! 0 N I- F- 0 I z � r I m n o � I z N I ti I m I td -< I O n\' m I v I I I N I I I I ` I I I D I �..� m I N zz t 0 n n I i m =O 0atj I I D v z + m --1 Cl C t� I -0v r -v I � I I 1 I <� I D Irw n I W I /' W I a W � W C s a =`a � t <c A _ �C ! n r r; It C �unlull+uii D D a� p �a cry o `- 5l- 0� p �' � � To - � Lam-1>' ;H.zip i OD. Ll 00 z PAGE DATE [7— STATUS: 28'42 - RANCH BUILDER CUSTOMER 9/5/3 PRELIM M❑ULT❑N REAL ESTATE & CON SENTEI❑ 9/25/03 FINAL 9/29/03 CITY COUNTY STATE APPROVAL HYANNIS BARNSTABLE MA 14 . 2 D PROFESSIONAL 72 EAST MARKET STREET P.O. BOX 219 WIND SPEED WIND LOAD SNOW LOAD P BUILDING MIDDLEBURG, PA. 17842 90 24 40 g g PHONE, (570) 837-1424 ORDER NO. SERIAL NO. FILE NO. SYSTEMS,INC. FAX: (570> 837-6133 13019 SERIAL I P13019(120) WATER SUPPLY NOTES: STATE APPROVAL STAMP 1. ALL WATER AND DRAIN LINES ARE STUBBED THRU FLOOR ONLY, FOR FIELD COMPLETION. 2. ALL POTABLE WATER LINES ARE TYPE V COPPER, CPVC PLASTIC IS OPTIONAL. 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. J 4. ALL VALVES ARE GATE OR ANGLE TYPE. CONNECTION TO 1/2 1 p' f - SHOWER HEAD CONNECTION 7 / 5. ALL HOSE BIBBS ARE 3/a' NON-FREEZE TYPE OR DRAIN valvE. W SHOWER HEAD 3/4' AIR 6, WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY BUILDER IN FULL BASEMENT. INSTALLED PLUMBING ACCESS ALL SHOWERS VALVE CHAMBER CONNECTIONS TO BY FACTORY.FOR CRAWL OPTION OR BUILDER MAY CHOOSE TO INSTALL ON SITE. PANEL ALL SHOWERS ANTI-SCALE VALVE J ALL SHOWERS VANITY FIXTURE Ji 3/4'x15- HIGH 7. NO PLUMBING IS DONE IN FACTORY BELOW 1ST FLOOR, CONNECTIONS BELOW FIRST FLOOR J o AIR CHAMBER \ PLUMBING ACCESS BY BUILDER. 5 J \ PANEL 1/2' 3/4- AIR 8. FIELD PLUMBING 70 BE APPROVED LOCALLY & FIELD TESTED PER CODE BEFORE CONSERLING. CL � i/2� CHAMBER CONNECT TO SHUTOFF 1 9. PLUMBING WALLS ARE NOTCHED OR DRILLED TO SUPPORT HORIZONTAL PIPING WHEN REQUIRE TUB FIXTURE VALVE 1/2' 1 _ NOTCHING AND DRILLING OF STUDS MUST CONFORM TO APPLICABLE CODES. (/) FINISHED /2 3/4' 10.EQUIVALENT FIXTURES & MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY a Z FLOOR t/2' HOT HOT FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE. \ SHUT-OFF W HOT FINISHED �-SHUTOFF FLOOR \ VALVE VALVE COLD 11. ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4•-0' O.C. BY STRAPPING OR EQUAL. SHUTOF FINISHED FLOOR Q \ VALVE `) FINISHED 3/4' 12.COPPER DISTRIBUTION SUPPORTS: AT THE BASE & AT EACH FLOOR NOT EXCEEDING 10'-0' rn COLD COLD FLOOR ON CENTER (VERTICAL). MAXIMUM EVERY 6'-0- (HORIZONTAL) \ rn 13.WHERE CODE PERMITS, SHUTOFF VALVES MAY BE INSTALLED BELOW FLOOR WITH ACCESS. o - - - - - 14.3/4- MINIMUM HOT & COLD MAIN SUPPLY LINE TO BE USED (1- FOR 20 DFU'S AND OVER) y WITH 1/2- SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. ci m Z J 15.FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD a TUB/SHOWER SHOWER HOT TUB/WHIRLPOOL/GARDEN TUB WITH MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE o 0 TO PIPE MATERIAL. �N 16.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL INSTALLED IN THE WATER N SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. x0 17.HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER. m a Op 18.SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS & CRAWL SPACES) SHALL BE a¢ CONNECTIONS TO INSULATED BY BUILDER. THE MANUFACTURER SHALL KEEP PIPING OUT OF UNHEATED AREAS �-m SINK FIXTURE WHERE POSSIBLE. PLUMBING FIXTURE ACCESS PANELS WILL BE PROVIDED PER w o CONNECTIONS TO 3/4- AIR ir WITH DISHWASHER APPLICABLE CODES. o VANITY FIXTU CHAMBER SHUTOFF VALVES CONNECTION TO _ OPTION ONLY AND WASHER WATER CLOSET 1/2 19.FLOOR JOIST NOTCHES MAY NOT EXCEED 1/6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR w HOOK UPS 1/2' IN MIDDLE 1/3 OF SPAN. HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR 3/a'x15� HIGH 2' IN FROM EITHER EDGE. SHUT-OFF 1 2� 1/2� SHUTOFF R.A. OR P.E. APPROVAL STAMP / VAL AIR CHAMBER 20.SILL COCKS & HOSE BIBBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. y VALVE- SHUTOFF w SHUT-OFF VALVE 1/2- 21.FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. N HOT VALVE 1/2" 22.FACTORY INSTALLED WATER HEATERS: 50 GALLON OR 80 GALLON WHEN ENCLOSED AN APPROVAL LIN41TED TO 3/4' COLD HOT COLD Access PANEL Is SUPPLIED. FACTORY BUILT PORTION FINISHED COLD HOT FINISHED FLOOR SHUTOF 23.ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. J FLOOR VALVE IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. Z z COLD OCT 3 2G o FINISHED FINISHED FLOOR 24.ALL PLUMBING FIXTURES TO BE WATER CONSERVING. ca oS FLOOR CONNECT TO 25.LEAD CONTENT IN SOLDER & FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.27 `*`,\\\ATt�1111�/ ��'' p J co DISHWASHE 26-HOSE SPRAY (IF SUPPLIED) FOR SHOWER OR BATH SHALL HAVE A DIVERTER THAT WHEN \�� 1"'jH 61 w D } �� i� WATER IS SHUT OFF REVERTS TO TUB POSITION & PROVIDES A VACUUM BREAKER WHEN a m BUNDER REAKERACUUM (E.G. BATH SPOUT DIVERTER) OR SHALL BE PROVIDED WITH A VACUUM A T G 27.BATH TUBS & SHOWERS ARE TO BE LISTED/LABELED BY AN APPROVED AGENCY. _ STENF+.- 1Vrn d m _ - No. 131� O BATHROOM VANITY CLOTHES WASHER WATER CLOSET KITCHEN SINK/DISHWASHER/DISPOSAL �sr NOTES: ......• W t. WATER HEATER INSTALLATION SHALL MEET ALL APPLICABLE STATE CODES. PLUMBING MATERIAL SPECIFICATIONS THIRD PARTY APPROVAL STAMP 2. PRESSURE TEMPERATURE RELIEF VALVE SHALL PIPE TO VACUUM BREAK A VISIBLE AIR GAP AT FLOOR IN THE SAME SPACE AS 1. CPVC PLASTIC HOT & COLD WATER DISTRIBUTION - ASTM 02846-90A. WATER HEATER. WHEN WATER HEATER IS ON FIRST OR 2. ABS PIPE AND FITTINGS - SCHED. 40 ASTM D1527-89 R-1982 AND ASTM D2468-90. _ TEMPERATURE & ( ) SECOND FLOOR A PAN SHALL BE PROVIDED & ITS DRAIN PRESSURE RELIEF 3. ABS CEMENT - ASTM 02235-88: _ � SHALL PIPE BELOW FIRST FLOOR (DRAIN RPO\ADED IN SHUT-OFF VALVE 4- PVC CEMENT - ASTM 02564-91. A�%Pr-j�'1� D PLANT FOR SECOND FLOOR UNITS). DRAIN SHALL PIPE VAL 5. PLASTIC TUBS: ANSI Z124.1 - 1987 c.� CORP& DISCHARGE INDIRECTLY TO A HAZARD FREE POINT. SIZE TO MATCH COLD 6. PVC PIPE AND FITTING - ASTM D2665-918 AND ASTM D2466-90A PFa R FINISHED 3/4 SUPPLY LINE TO HEATER 7, SHOWER AND SHOWER STALL: ANSI Z124.2 1987 3. NO FUEL BURNING WATER HEATERS IN OR OFF SLEEPING, FL00 & STAINLESS STEEL FIXTURES: ANSI A112.19.3-1987. BATH OR TOILET ROOMS. PROVIDE DOOR ON PANEL 3/a" HOT SUPPLY ACCESSIBLE 9. VITREOUS CHINA FIXTURES: ASME/ANSI A112.19.2M-1990. O G T - Z003 LARGE ENOUGH TO REPLACE HEATER. DO NOT PLACE 3/4- COLD SUPPLY SHUT-OFF VALVE 10.TEMPERATURE AND PRESSURE RELIEF VALVE 150 PSI AT 210• F AGA CGA LISTED W ACCESS THRU CLOSET. SPACE FOR WATER HEATER ANSI Z21.22-86. o SHALL BE PROVIDED IN PLANT. INSTALLATION SHALL BE FINISHED 2 MIN. 11. SOLDER ASTM 832-93 > PROTECTED FROM FREEZING. �+ ���/^ S feo. ■` AN FLOOR AIR GAP - 12.ANTI-SCALD SHOWER CONTROL VALVE - ASSE/ANSI 1016-79 0._c ?r4kl IN PD; �' 13.SEAMLESS COPPER WATER TUBE TYPES K,L.&M - ASTM 888-SBA L�� � ` `I ( I4. VACUUM RELIEF TO BE PROVIDED ON COLD WATER SUPPLY DRAIN TO NON- 3'x1 1/2" FINISHED � E _� �• - �7•,•-""HAZARDOUS I I 14.PLASTIC LAVATORIES - ANSI Z724-3-86 � f F � ; E � � �r~'�`WHEN FIXTURE OUTLETS ARE LOCATED BELOW TOP OF THE REDUCE FLOOR 15.FLUXES - ASTM 8813-91 --R Ln m o HEATING UNIT LOCATIO 3/4- INLET - --- N m TYPICAL WATER HEALER INSTALLATION WHEN WATER PRESSURE RELIEF LINE Tom, HEATER IS NOT INSTALLED IN BASEMENT AT FINISHED FLOOR L6 DWV NOTES: STATE APPROVAL STAMP " 1. ALL WASTE AND VENT LINES IN MODULE ARE PVC PIPE. 2. PITCH ON HORIZONTAL WASTE LINES IS 1/8" PER FOOT FOR 3• DIA. PIPE, 1/8" PER FOOT FOR LARGER THAN 3' DIA., 1/4' PER FOOT.FOR LESS THAN 3' DIA. PIPE. 3. WASTE LINES: INSTALL WYE W/ CLEANOUT PRIOR TO EXITING WALL FOR CONNECTION TO 3 TEE TO DISPOSAL SYSTEM. - • VENT J THRU ROOF TEE TEE TEE 1/4 BEND 4. PVC-DWV PIPE SUPPORTS: AT BRANCHES, CHANGES IN DIRECTION AND AT THE BASE, EACH FLOOR AND MID STORY (VERTICAL) MAXIMUM EVERY 3'-0• AT THE END OF Q TEE - - - - - - - - - BRANCHES, AND CHANGE OF DIRECTION OR ELEVATION. F••_ 4• MINIMUM MAIN WASTE TO SEPTIC (BY BUILDER). W " 5. PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING. Q `" PIPING SHALL BE FIRESTOPPED WHERE REQUIRED BY CODE o SAN-TEE WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH IT PENETRATES & BE SUITABLE TO In 5 - WASHER (DOUBLE SAN-TEE PIPE MATERIAL C.M.R. 734 (7 WITH BACK-TO- � KITCHEN SINK z w BOX BACK FIXTURES I SAN-TEE LAVATORY > j EXCEPT WATER - 6. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 INCH MIN. STACK FROM BUILDING DRAIN m Vf (FIXTURE INSTAL- I I I CLOSETS) I CONTINUOU TO ABOVE ROOF. LATION ON VENT SAN TE a I WASTE < Z STACK) i LAVATORY I TAIL PIECE FOR P-TRAP 7. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4' MINIMUM BEARING. (BACK-TO-BACK LAVATORY f4 {- WET VENT THRU ` I INSTALLATION f ';- I OVER FLOW AND WAS 8. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0" --) Ln 44 ONE D.F.U. ONLY i HORIZONTALLY INSTALLED PLASTIC PIPE UNDER 2' SHALL BE SUPPORTED AT 3'-0• n STAND TRAP ��_' OWHI TUB/SHOWER INTERVALS VERTICAL PIPE SHALL BE SUPPORTED AT 4'-0•.WATER I STAND PIP � P-TRAP � � OR WHIRLP00 I � P-TRAP CLOSET SHOWER___ P-TRA OPTION 9. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2 INCH VENT TO BASEMENT cm—— ————— —— ——— — —— STUBBED BELOW FIRST FLOOR, THEN CAPPED & LABELED. BASEMENT VENT MAY BE DELETED < rn FINISH - - - - WHEN CLOTHES WASHER IS ON FIRST OR SECOND FLOOR (REQUIRED IN MA AND NH). -_ -FLOOR_- _ SAN-TEE SAN TEE 10.HORIZONTAL TO HORIZONTAL & VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION LONG TURN CLOSET FLANG LONG BEND t/4 BEND 1/4 BEND SHALL BE 45 DEGREE WYES, LONG SWEEP ELBOWS, LONG SWEEP TYS, 6TH., �; m TEE WYE & 1/4 BEND LONG SWEEP p_TRgp LONG SWEE P-TRAP LONG SWEEP 8TH. OR 16TH BENDS, APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP z FITTINGS. SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL a a CHANGES IN DIRECTION & ON 3 INCH OR LARGER. o 0 1/4 BEND 11. DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. W cli LONG TURN WYE WITH LONG TURN 12.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM N r DOUBLE 1/4 BEND SEE NOTE 10 1/4 BEND 1/8 BEND TEE WYE VENT EXTENSION LENGTH FROM FIXTURE OUTLET TO TRAP WEIR I$ 24" m a LONG TURN 13.INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIPJOINTS. ACCESSIBLE C+6 - — TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING d j . � PIPE INCREASER SAME SIZE AS TRAP m fl REDUCER (OCCURS w J MIN 12• BELOW 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6' ABOVE III G HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS ROOF; 24' RI) THE FLOOD LEVEL OF THE HIGHEST FIXTURE IN THAT BRANCH. SEE t•-NOTES �10) 15.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE: w Y 1 1/2" PIPE = 3'-6•; 2• PIPE = 5'-0•; 3' PIPE = 6'-0' � 16.PLASTIC PIPING SHALL BE PROTECTED WITH 1/16- (15 GAUGE) STEEL PLATE WHEN PIPE R-A_ OR P.E. APPROVAL STAMP PASSES THRU WOOD MEMBERS LESS THAN 1 1/4 INCHES FROM EDGE OF MEMBER. y _ 17.DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. APPROVAL 18.NOTE BACK TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN (DIRECTIONAL) APPRO\/AL LIM,'-rED TO DOUBLE FIXTUR DOUBLE WYE WYE WITH LONG TURN FITTING. FACTORY dB TILT ?rRTi01�! FITTING WITH 1/8 BEN 1/8 BEND TEE WYE 19.MECHANICAL (AUTO) VENTS ARE DISAPPROVED. a U 20.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN OCT 1 03 O 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE & NOT CONNECT INTO SECOND FLOOR w Z w 114 BEND DRAIN STACK. (LONG SWEEP OR _ O y 1/8 BEND SHORT SWEEP TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS- THESE FITTING 21.PORTABLE WATER SYSTEM SHALL BE DISINFECTED BY SITE BY SITE BUILDER FOR NYS -%% �_TH a m N CODE 902.11 AND LOCAL INSPECTOR. ♦ G �il SEE NOTES) WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN -� '� ��''�' Q i COMPLIANCE WITH STATE CODES (SEE NOTES #10) 22.WHEN REQUIRED BY CODE A 3' VENT FOR RADON REDUCTION SYSTEM IS REQUIRED BY CODE `� RT •G m (APPENDIX F OF 1995 CABE CODE) AND THIS SHALL BE A SEPARATE VENT FROM THE HOUSE A. DWV SYSTEM. V 1�fv . S n m _ 23.AIR ADMITTANCE VALVES MAY BE USED AS AN OPTION IN ALL STATES EXECPT N.Y.S.-AND M = C,2 = _.. - _ A No. -31 = 1 1/2• y� V TUB OVERFLOW VENT �Q DRAIN 2 VENT 1 1/2- VENT �� �ii` HS �GP` DRAT ,;,..s" o ''VS'`7JQi 41 2 K` }y-y LONG TURN SHOWER �.� Ln 7 1/2- - ��� DRAT VANITY 1 112• •••..,��• `'' FINISHED 2. LONG TURN �-1/8 BEND DRAIN Q TUB DRAIN FLOOR SAN. TEE FINISHED DRAINS TO FINISHED FLOOR SAN. TEE 2• TRAP_ RAP FLOOR �� NON-HAZARDOUS 2 FINISHED FLOOR THIRD PARTY APPROVAL STAMP I 1 1/2' I LOCATION 1 1/2- TRAP FINISHED FLOOR I TRAP WASHER/WATER HEATER PAN USED WHEN CRAWL 2- �q w TUB/SHOWER SPACE OR USED WHEN EITHER IS INSTALLED �`� n e^ J CLOTHES WASHER ON 2ND FLOOR SHOWER BATHROOM VANITY �' �R--!!'CD cr 3/a' DISHWASHER DRAIN PFS C�`�. RP LOOPED HIGH AND INSTALLATION AND WEATHERPROOFING SECURELY FASTENED 1 1/2' VENT 3 MAIN VENT ��� ... 2�03 TO COUNTER OR WALL PER MANUFACTURERS INSTRUCTION$ & W C VENT OR AIR GAP 3' VENT GARBAGE 12� MINIMUM ' - BRANCH VENTS N DISPOSA 1 a" REQUIRED FO MA DBL. AS REQUIRED i ) SINK DRAINS 2� TSAN.EE 2' VENT FOR Al 1 10 6fAs %.�of 9 t is [; I+/ z DISH- FUTURE BASE- I I r WASHER AIR GAP MENT Fl%TURFS SAN. lE ILA c _:� 1 ;--✓:.- y 2- P-TRAP IR GAP _3 N SAN. -� � c FINISHED FITTING FLOG 1 1/2• DRAINDISHW TEE FINISHED m m . WYE-BRANCH FLOOR FITTING � � Y TRAP (y - I KITCHEN SINK/DISHWASHER/DISPOSAL VENT THRU I U ROOF DETAIL KITCHEN SINK/DISHWASHER/OISPOSAL WATER CLOSETS & MAIN VENT STATE APPROVAL STAMP 2x4 EXTERIOR WALL: R ® INSUL. R ® FRAMED EXPOSED ROOF/CEILING: (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C.) AREA AREA R 0 INSUL. R ® FRAMED AREA AREA 1/2" GYP. BD. INSIDE AIR FILM 0.68 0.68 R-30 9" 1/2" GYP. BD. 0.45 0.45 F.G. INSUL INSIDE AIR FILM 0.61 0.61 Ln R-13 F G. R-13 F.G. INSUL. 13.00 0.00 OUTSIDE AIR FILM 0.61 0.61 J INSUL- 2x4 FRAMING 16' O.C. 0.DO 4.38 (1) LAYER 1/2" GYP. 8D. 0.45 0.45 4' VINYL SIDING 7/16" RATED SHEATHING 0.57 0.57 (1) LAYER (t) LAYER R-30 F.G. INSUL.30.00 18.33 7/16- RATED VINYL SIDING 0.00 0.00 / 1/2" GYP. 2x4 FRAMING 16" O.C. 1.6 4,37 W - SHEATHING OUTSIDE AIR FILM 017 �i7 'R' VALUE 3t.67 24.37 � 2x4 STUD ® R" VALUE 14.87 6.25 2x4 BOTTOM CHORD 16' O.C. (.031•.90)+(.041•.10) OVER ALL "U" = 0.032 16" O.C. (.067•.90)+(.166'.10) OVER ALL 'U" = 0.077 OVER ALL "R" = 14.00 OVER ALL 'R" = 31.25 (, z S W _ C 2x4 EXTERIOR WALL: MATH T-1-11 R ®INSUL. R ® FRAMED � (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C.) AREA AREA EXPOSED ROOF/CEILING: O R ®INSUL. R ® FRAMED INSIDE AIR FILM 0.68 0.68 R-38 12" AREA AREA 1/2" GYP. 80. 1/2" GYP. 80. 0.45 0.45 < R-13 F.G. R-13 F.G. INSUL. 13.00 0.00 F.G. INSUL. INSIDE AIR FILM 0.61 0.61 J N INSUL. 2x4 FRAMING 16" O.C. 0.00 4.38 OUTSIDE AIR FILM 0.61 0.61 5/8• T-1-11 5/8" T-1-11 0.77 0.77 (1) LAYER 1/2" GYP. BO. 0.45 0.45 (� o VINYL SIDING 0.00 0.00 (1) LAYER / (2) LAYER R-19 F.G. INS. 38.00 26.91 J 2x4 FRAMING 16" O.C. rn 2x4 STUD ® OUTSIDE AIR FILM 0.17 0 17 1/2" GYP. Q QQ 47 Z 16" O.C. "R" VALUE 15.07 6.45 R" VALUE 39.67 32.95 2x4 BOTTOM rn (.066'.90)+(.155'.10) OVER ALL "U" = 0.075 CHORD t6" O.C. (.025*.90)+(.030*.10) OVER ALL "U 0.025 -- - -- OVcR'ALL R = 13.33 -- � -" -'-- -- OVER ALL -R'-= 40.00 mU m Z J 2x4 EXTERIOR WALL & 3/4" POLYSTYRENE: a o W/ ELECTRIC TO PART 5 OF N.Y.S.E.C.C.C. R ® INSUL R ®FRAMED FLOOR (R-19 INSULATION): AREA AREA m N 19/32" RATED R ® INSUL- R ®FRAMED N$1/2" GYP. BD. INSIDE AIR FILM 0.68 0.68 SHEATHING AREA AREA o 7/16" RATED 1/2" GYP. BD. 0.45 0.45 m SHEATHING a R-13 F.G. INSUL. 13.00 0.00 INSIDE AIR FILM 0.92 0.92 R-13 F.G. 2x4 FRAMING 16' O.C. 0.00 4.38 19/32" RATED SHEATHING 0.82 0.82 a¢ INSUL. 7/16' RATED SHEATHING 0.57 0.57 R-19 F.G. INSUL. 19.00 0.00 D 4" VINYL SIDING 3/4' POLYSTYRENE 4.00 4.00 2x8 FRAMING 16" O.C. 0.00 7.81 w w R-19 F.G. 3/4" POLY- VINYL SIDING 0.00 0.00 INSUL. OUTSIDE AIR FILM 0.92 � w p STYRENE OUTSIDE AIR FILM 017 0.17 2x10 JOIST "R" VALUE 21.66 10.a7 H 2x4 STUD ® "R" VALUE t8-87 10.25 16" O.C. 16' O.C. (.0349•.90)+(.0852•.10) OVER ALL "U" = 0.051 w (-051'.90)+(.092'.10) OVER ALL "U" = 0.056 OVER ALL "R" = 19.61 Q OVER ALL 'R" = 18-01 R.A. OR P.E. APPROVAL STAMP m 2x6 EXTERIOR WALL: R ® AREA INSUL. R ® ED FLOOR (R-30): APPROVAL LIMi ED TO R ®INSUL. R @ FRAMED FACTORY CRY B,,I �ll_T PG''"ti'TlGN 1/2" GJ-G INSIDE AIR FILM 0.68 0.68 AREA AREA 7/16' 1/2" GYP. BD. 0.45 0.45 19/32" RATED OCT 3 20Q3 SHEATHR-79 F.G- INSUL- 19.00 0.00 SHEATHING INSIDE AIR FILM 0.92 0.92 0 Z R-19 F2x6 FRAMING 16' O.C. 0.00 7.14 t9/32" RATED SHEATHING 0.82 0.81 INSUL. 7/16" RATED SHEATHING 0.57 0.57 R-26 F.G. INSUL. 30.00 0.00 (n Z U3 VINYL SIDING 0.00 0.00 W 4" VINY 2x10 FRAMING 16" O.C. 0.00 9.09 - LL O OUTSIDE AIR FILM 0.17 0.17 OUTSIDE AIR FILM � 1iU11�1 O J rn 2x6 ST "R" VALUE 20.87 9.01 R-30 F.C. "R" VALUE 32.66 11.75 `t�\11 l����Ii Q. m (�16' O.C. (.048'.90)+(.103'.10) OVER ALL "U" = 0.051 INSUL. S',\� r�TH Q �� �iA�' `1J 2x10 JOIST (.0306•.90)+(.0852'.10) OVER ALL "U" = 0.036 OVER All "R' = 19.68 16" O.C. OVER ALL "R" = 27.73 a� �� j( 7 ANe d m rm -. . 2x6 EXTERIOR WALL: witH T-1-n v R ® INSUL. - R.®FRAMED - y AREA AREA NOTES: No, 131 1/2" GYP. BD. INSIDE AIR FILM 0.58 0.68 1. IF ELECTRIC HEAT IS INSTALLED: 2x6 EXTERIOR WALL CONSTRUCTION WITH FOAM SHEATHING R-13 F.G. 1/2" GYP. BD- 0.45 0.45 AND R-24 FLOOR INSULATION MUST BE USED TO COMPLY WITH PART 5 OF N.Y.S.E.C.C.C. Hy y\GQ' L����� R-19 F.G. INSUL INSUL. 19.00 0.00 �' 2x6 FRAMING 16" O.C. 0.00 7.14 2. PART 6 OF N.Y.S.E.C.C.C. MAY BE USED AS AN EXECPTION ` �\ �"%% 5/8" T-1-1T 0.77 0.00 cr j 5/8" T-1-11 VINYL SIDING 0.00 0.00 3. FOR INDIVIDUAL HOMES PART 6 OF N.Y.S.E.C.C.C. MAY BE USED AND CALCULATIONS OUTSIDE AIR FILM 9`7 0.17 WILL BE PROVIDED TO THE LOCAL BUILDING OFFICAL-2x6 STUD ® "R" VALUE 21.07 8.44 THIRD PARTY APPROVAL STAMP 16' O.C. 4. ALL HOMES MUST COMPLY NITHAPPLICABLE ENERGY CODES (MCC V FOR MA, NH AND VT) , (.048'.90)+(.118•.10) OVER ALL 'U" = 0.050 Z OVER ALL "R" = 19.81 APPROVED " 2x6 EXTERIOR WALL & 3/4" POLYSTYRENE: PFS COFdP R ® INSUL. R ®FRAMED OCTAREA AREA U2��3 N, 1/2" GYP. BD. ' is � INSIDE AIR FILM 0.68 0-68 j 7/16" RATED 1/2" GYP. BD. 0.45 0.45 SHEATHING R-19 F.G. INSUL. 19.00 0.00 AP;��30 LSI`�a '�O o R-19 F.G. 2x6 FRAMING 16' O.C. 0.00 7.14 tr' t °Tf`��`� I 1 P;'s^ * P 1 N INSUL. 7/16" RATED SHEATHING 0.57 0.57 C� �, t �!LI C-`��i:::�; m 4" VINYL SIDING 3/4' POLYSTYRENE 4.00 4.00 - `.. W - .".-�- a�. _-._ m o VINYL SIDING 0.00 0.00 D 3/4" POLY- _ STYRENE OUTSIDE AIR FILM 017 417 m 2x6 STUD 0 "R" VALUE 24.87 13.01 ; 16' O.C. (.039'.90)+(.073'.10) OVER ALL "U" = 0.042 OVER ALL "R" = 23.68 w �- a ----------------- Permit Number REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3 .5 Release lb Dat-a filename: M :\MECCHECK.\13019.rck TITLE : ON- 13019 CITY : Hyannis STATE : Massachusetts HDD : 6137 ' CONSTRUCTION TYPE : 1 or 2 Family, Detached HEATING SYSTEM TYPE : Other (Non-Electric Resistance) DATE : 09/29/03 DATE OF PLANS : 9/29/03 PROJECT INFORMATION : MOULTON REAL ESTAE AND CONSTRUCTION COMPANY INFORMATION : PROFESSIONAL BUILDING SYSTEMS COMPLIANCE : Passes "fl ca 11111111/ A� Maximum U A = 225 `�'��,,o� �ny�y o _ 11 < < Your Home U A 2 0 3 .� � r� Z m � �..�, ���. 9.8 /o Better Than Code (UA) _ rn X -, -�`'" Gross -.� Glazing X0 Area or Cavity Cont. or Door Stl Perimeter R-Value R-Value U-Factor OO z Ceiling 1 : Flat Ceiling or Scissor Truss 1 155 38 .0 0.0 Wall 1 : Wood Frame, 16" o.c, 1 1 12 19.0 0.0 Window 1 : Vinyl Frame:Double Pane with Low-E 88 0.370 Door 1 : Solid 20 , 0.280 Door 2 : Solid 22 I 0. 160 Door 3 : Glass 40 0.360 Floor 1 : All-Wood Joist/Truss:Over Unconditioned Space 1155 ' 19.0 0.0 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 Massachusetts Energy Code requirements in REScheck Version 3 .5 Release lb (formerly MECcheck) and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The hi"a ang load for this building, and the cooling load if appropriate, has been determined usingthe applij'a 'I'd Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the bi'IAli g all no greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4 �:'r: to O O" i Build Desgne ° fry: ---------------------------------------- Date I; co PAGE: SUBMISSION: P DPROFESSIONAL DRAWING: K BUILD N 72 EAST MARKET STREET-P.O.BOX 218 '"'M E C C HC' ``F� 17. I G BUILDER: VARIES CLIENT: VARIES SYSTEMS,INC. 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SYSTEMS,INC, FAX: (570) 837-6133 - 13019 1 SERIAL P13019(120) TOP FNDN. = 33.3' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN, GRADE (NOT TO SCALE) PROP. INSPECTION PORT, AH OJALA, PE i ACCESS COVER (WATERTIGHT) TO WITHIN 6" Or: FIN. GRADE ENGINEER: A CHECKEROERRY v, 32.0 MINIMUM .75' OF COVER OVER PRECAST /` WITHIN 6" OF FIN. GRADE SAM WHITE, IRS £ 2� SLOPE REQUIRED OVER SYSTEM 31 0 WITNESS: RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 1 0/9/03 pRINCES P114E LOCUS 30.3' FOR FIRST 2' / PERC. RATE - < 2 MIN/INCH PROPOSED 1500 ,l 3' MAX.rr _ I GALLON SEPTIC t 29.75' CLASS I SOILS PNpA►E 30.0' 66.0' # TANK (H- 10 ) 1� GAS s 29.5' «� 29.33 _ MIN o O C� CI C] 00 L AC:D o29.0' 0 0 0 m 0 C7 0 ,> 2 AROUND SLOPE) �6" CRUSHED STONE OR MECHANICAL 0 0 0 LCOMPACTION. (95.221 [2]) MIN 2' L� !� L� 0 r 0 27,0' „ j ELEV. DEPTH OF FLOW 4 2.5 0 30.7 WEST ►a+ry ST. ( % SLOPE) ( 3� SLOPE) �� 1. �.�' ��� ' TEE SIZES: ,� 3/4 TO 1 1/2 DOUBLE WASHI_D STONE O&A O&A INLET DEPTH = 10 LS LS OUTLET DEPTH 14" 3" 1OYR 2 1 3" 1OYR 2 1 LOCATION MAP NO SCALE B 3 FOUNDATION- 14' SEPTIC TANK 10' D' BOX LEACHING 10 Fk(;ILITY LS LS ASSESSORS MAP 290 PARCEL 15-2 20" 10YR 5/6 30.83' 20" 10YR 5/6 29 Q3' CURRENT ZONING DISTRICT: RB " 6.3' y SETBACKS: FRONT = 20' C r SIDE = 10, PERC REAR = 10' MCS AND MCS AND FLOOD ZONE: C GRAVEL GRAVEL 20.7' PLAN REF: BK 495 PG 28 AS PER RECORDED PLAN: 10YR 6/6 10YR 5/6 - ACCESS TO LOT 4 SHALL BE VIA + 29.6 BENCH MARK - CENTER OF EASEMENT B. NO LESS THAN 30% OF UPLAND AREA C.BASIN ELEVATION = 29.1 �SEMENT B o �� SHALL BE RETAINED IN ITS NATURAL STATE _ + 3 - NO MORE THAN 50% OF UPLAND AREA 250.00 SHALL BE MADE IMPERVIOUS BY THE + 29.4 20 22.5 120 20•7 INSTALLATION OF BUILDINGS, STRUCTURES AND PAVED SURFACES 29.5 � 2 ti� NO WATER ENCOUNTERED 1 1 9.9 � SEPTIC DE`'IGr" (-' R '_,E IASPQ.'F� Ir 2,10T ALLOWED NQTF: ' ,. � APPROX. h:�VID 1 I + 32.6 is` ti DESIGN FLOW: _ eEDROOMS (`:�0 GPD) = 220 GPD'" 1 . fJA?'l..M It:: .�� - -0 \ + 2 1 � USE A 220 GPD DESIGN FLOW 2. MUNICIPAL WATER IS AVAILABLE I I+ 30. i� O \� W . 2 G ti6 SEPT!(', TANK: 220 GPD (-2--) = 440 GALLONS 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 9.7 1 1 + 27.6 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-- 10 i 5 + a3.A-_--� + 32.6 42° tiI USE A 1500_ GALLON SEPTIC .TANK 1 '�'` �1 PROP. + A TO RE IN LEACHING: 5. PIPE: JOINTS TO BE MADE WATERTIGHT. 1 1 ► J NATURA DWELL. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 1 2 3 6 til 11 yr TF = 33.3' + 0.2 / STATE { IMUM SIDES: 2(21 +' 8.83) 2 (.74) = 88 ENVIRONMENTAL CODE TITLE V. 1 1 ti� 11,50 SF) BOTTOM: 21 x 8.83 (.74) = 137 7. THIS; PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE I PROP I USED FOR LOT LINE STAKING. 11 TH1 �� ► DECO TOTAL: 304- S.F. 225_ GPD 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o z5�' ro " + 2 . USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 1 ° C ti�O 23.1 EQUAL) WITH 2' STONE ALL AROUND INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED _ FROM BOARD OF HEALTH. ►•� 1� 0.2 r'" T� 31.0 ?� *2 BEDROOM DEED RESTRICTION REQUIRED 10. W.=TLAND FLAGGED BY AM WIL$ON ASSOCIATES C'1 1 s `� SERV � � ,. � 23.3 + 30.7 5(j.8 LEGEND TH2 + 2 TITLE 5 SITE PLAN 22.5 100.0 PROPOSED SPOT ELEVATION LOT 4 1 + 2 $ 38,189t SQ. F 79 �� 2 1 OOX0 EXISTING SPOT ELEVATION OF #376 PITCHERS WAY + ,I/ TOWN OF:PROPOSED CONTOUR IN THE 1 L=9.41 29s 21.3 . (HYANNIS) BARNSTABLE R=380.00' 1 100 EXISTING CONTOUR PREPARED FOR: JOHN FALACCI 21.3 BOARD OF HEALTH t 30 0 30 60 90 ' MA APPROVED DATE SCALE: 1 = 30' DATE: OCTOBER 22, 2003 off 508-362-4541 fox 508 362-9880 I 20.5 down cape engineering, inc, OF 414S i,V,1H of 4 � CIVIL ENGINEERS AHE of goo o�H. LA LAND SURVEYORS 3 0,1ALP. CIVIL ,o N ,26346 2 .939 vain st. yarmouth, ma 02675 °�� cIsT , NG\���Q 1,6rZ21CY _.. 03--267 AR H. JALA, .L.S. DATE