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HomeMy WebLinkAbout0380 PITCHER'S WAY a i � I'I i � I f 91Ve 13.1't ' MEND B 582•$4 EASE LOT 3 cA rn 48,793t SQ. FT. H n 0 N �Q) P�,O oC TA00 CONC. FNDN. 250- TF = 30.2 �0 LO O FUTURE WALL o, Yv �. (BLOCK) Yv I �,�C) 00 JOB# 99-357 CER TIFIED FO UNDA TION PLAN FOR THE PURPOSE-0 F_-Q$ l NG A BUILDING PERMIT PREPARED FOR: LOCATION ; 380 PITCHERS WAY HYANNIS, MASS. JOHN FALA CCI . SCALE : 1 = 50 SEPTEMBER 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 GROUND AS SHOWN HEREON. ��OFM9SS9cy ARNE H. �N off. 508-362-4541 OJALA fax 508-362-9880 CIVIL N down cope engineering, inc. No. 30792 CIVIL ENGINEERS o� F LAND SURVEYORS Ls 939 main st. yarmouth, ma 02675 DATE REG. L ND SURVEYOR . 10WLl 01 DUrUS-LaDte HE Regulatory Services Tp� o Richard V.Scali,Director CZAR^,t + Building Division YAM g' Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax:. 508- 90-6230 Approved: Fee: b Permit#: HOME OCCUPATION REGISTRATION Date: ©J, .3 t =_ Name: ' � /o2arc�. /�� Phone Addre age. Name of Business:D —' c6u YN�ds ��;�u3•�` Type of Business: /Lot INTENT: It is the intent of this section to allow the rest ents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not discernible from outside the dwelling. there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: ` • The activity is carved on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit' • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. ; • No traffic will be generated in excess of normal residential volumes. • The use does not involve-the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,.glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. ` • Any need for parking generated by such-use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment,, • There are no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and n6t to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign,shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. _. I,the undersigned,ha ead and agree with the above restrictions for my home occupation I am registering. :21101050% Applic t Date: �' f Homeoc.doc Rev.06/20/16 ' v.�irnc- YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and.get the Business Certificate that is req u i red by law. DATE:C�S 30• Fil i ease: APPLICANT'S YOUR NAME/S: L ee g `!. BUSINESS YOUR HOME ADDRESS: TELEPHONE # Home Telephone Number SoR �1C7 3tS8 R NAME OF CORPORATION �.� NAME OF NEW BUSINESS TYPE OF BUSINESS MAP PARCEL NUMBER - Assessor ADDRESS OF BUSINESS / 9) When starting a new business there are several things you do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. &Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONE �QFE MUST COMPLY WITH HOME OCCUPATION This individual has been of any it requirements that pertain o this type of busin699ULES AND REGULATIONS. FAILURE TO COMPLY MAY RESULT IN FINES, Authorized Si n t re** COMM NTS: d r, r 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: i Town of Barnstable Building Department - 200 Main Street t BARNSTABLE, * Hyanni 1639' s, MA 02601 9 MASS. (508) 862-4038 � Certificate of Occupancy Application Number: 77442 CO Number: 20080285 Parcel ID: 290018002 CO Issue Date: 03130109 Location: 380 PITCHER'S WAY Zoning Classification: RESIDENCE B DISTRICT Proposed Use: SINGLE FAMILY HOME Village: HYANNIS Gen Contractor: HOME IMPROVEMENT SPECIALISTS OF CC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed II Department of Regulatory Services oF� * snxxSTABIZ, • Mass. FD INS A BUILDING DIVISION BY 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 MAYBE 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 (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. 1jLffl Eli I USZUBMI IRAMU1:193 9;L@J& 9_n1:4 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 Awl _'�/ 1 ��"e'E�' :�e"S�(d) ..i.J�Lb' �-:_�y6'-�►��j'!�' 7 :/6 wt J 3 ( ([�L, �/L ' 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT ARD 01 HEAL OTHER: SITE PLAN REVIEW APPROVAL col WORK SHALL NOT PROC UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- LINSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPR VEDTHE STRUCTION WORK IS NOT STARTED WITHIN SIX CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS HONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. " 'i Y .� ♦.I tee'' �. i � k I r kn r r ii 7 a` a ' t a � , r II n 1 i r {1 TIT, I . �., ,� „.�.,> E '.ry `. - •.;. '"'k"_����. .�,� �.F *w '.a� };.� 'T-�,.,• `,:� i "}i 4, My, File .Edit Tools Help _ 4 Schedule Type _Requested Scheduled Time Inspector Performed Results Balance`Due r ,IL�:U Q)'3/2342M., FAIL I I Fael�d Sheet � I i B LDG FIN 2 PROM 03:,130.2+1 PASS App Profale EFINAL#1 W11`MA 02'09/2093 PASS { EROUGH 1 APUL 07r20i2007 ' SPEC COND t ESRbC IiJSP V+AMA N 1012'U7 }'',PASS r FOUND 1 PROM 09t08/2004 PASS g FRAME 1 PROM OS,r`01;27 ; PASS I , INS INSP 1 f PROM 0a/03/2007 PASS i PLUM FIN 1 RBUR 02'10f2009 (PASS PLUM ROU 1 RBUR G1/34 007 , PASS I, Mew Schedule I j n . j y - tow; TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map b_ Pjrcel n (�a Permit# 7 / Y� t Health Division (Q 5 ��'� Date Issued 6 "'L 3 4 Conservation Division N i8i�` r�C Application Fee � 1 I 'Tax Collectors IVL av b ! Permit Fee . � Treasurer r/�® °'Pw'Nr ® $EFrnC SYSTEM MUST BE Planning Dept. � . ,v INSTALLED IN COMPLIANCE ` P Q� .�.�,5'2a� ,fir ,6 Date Definitive Plan Approved by Planning Board ! R,rT, ENTAI CO�AND Historic-OKH ok Preservation/Hyannis ��, ��y REGI r -S Project Street Address �� © P;` C WC cn Village a n v,r,S �. s— Owner .Sreeh,K? .SeV7 e1_C3 Address 31a feOe ST,et— AAV)T;c imct?" FL Telephone Permit Request .tJ C00Sfvoc T of jwo bodfoow—, O,-) ,e baT' RokVic h S i i,k ('' 0Me i.✓iih C( S6ii'7je, see Net✓! 5 r=p1` 424Lf6 -ftCfLtClls Oft'l toi Square feet: 1 st floor: existing proposed I ' 2nd floor: existing proposed Total new Zoning District � 8 Flood Plain C Groundwater Overlay 6 � Project Valuation � / /o��d Construction Type Lot Size Lf( �`�� Grandfathered: Cl Yes 1 No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family 0 Multi-Family(#units) Age of Existing Structure t A Historic House: ❑Yes X No On Old King's Highway: 0 Yes )A NO Basement Type: �A Full 0 Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) f �� Number of Baths: Full: existing new Half:existing new Number of Bedrooms: existing new 2 Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: XGas ❑Oil ❑ Electric O Other (central Air: ],Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 1�No Detached garage:0 existing 0 new size Pool:O existing 0 new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization 9 Appeal# Recorded` &OL( gr4l P7 /qs- Commercial ❑Yes O No If yes, site plan review# I Current Use'VUcc✓)i CU `- - a Proposed Use S r /e F�fm; C we l ;� BUILDER INFORMATION Name X rn;1100 1-10me S. T nc e /10 h r,7 Fir/ctcc i Telephone Number 502 L qg 31 /1 Address P.C7 6 CJX 1`�-� 1 License# C.S' O+o K i :;a H&3 a n O 2(,0 r' Home Improvement Contractor# J o 6 /Og Worker's Compensation# WC _l"1 7- q 1 q"0.1 4• ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO A%lahf,c GVrrs i e / r eir, c�� MU�t,�r z�. �ctn ,�(�r�f bOTh PEP G•'o,e Pac1'1i`;e5 SIGNATURE DATE �aA i .Y FOR OFFICIAL USE ONLY 9 y PERMIT NO. t DATE ISSUED t a MAP[PARCEL NO. �f r �r ADDRESS VILLAGE 1 OWNER DATE OF INSPECTION: j FOUNDATION /s�%� �e 2 Z a FRAME - 2�fZ ' G INSULATION ® 0-7 f FIREPLACE Ki ELECTRICAL: ROUGH FINAL �. PLUMBING: ROUGH FINAL - t GAS: ROUGH FINAL q FINAL BUILDING DATE CLOSED OUT �^ ASSOCIATION PLAN NO-:? RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE ew Buildin Additions 550.00 N gs, . , Alterations/Renovations $25.00 ,Building-Permit Amendment $25.00- FEE VALUE WORKSHEET NEW LIVING SPACE - `3 q 73_ 3 -- —- _ eetx$96s foot x.-031= s square f plus from below(if applicable) AI,TERATIONS/RENOVAITONS OF EMSTING 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: x,0031= square feet x$961sq.foot= STAND ALONE PEILMI TS Open Porch x$30.00= 0 Deck -x$30.00= ` (number) Fireplace/Chimney -z$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool. $25.00 Relocation/Moving $154.00 r� (plus above if applicable) Permit Fee y projcosc t The Commonwealth of Massachusetts Department of Industrial Accidents " 600 Washington Street Boston,Mass. 02111 Workers' Comensation Insurance Affidavit-General Businesses %(/r% '%i•�/��I�r4f'N� //.: �/��j�j��j��j�jj�//.%//jjj���j��`�irr•r fr riri' �j�j�������j/��jj�/�/�j��j���j�j�jjj�j��j/ name: Gt+'►'1 i 1f)D�1 E��a J- C - address: t{ I Il a�,7e /3 city state: I "1 I'i zip: y oQLO/phone# �O�L n �p _ a work site location(full address): I� o r(i G��ccT •� C4.!t t1 vLA u1 e)i f" ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Bating Establishment working in any capacity. ❑Office❑Sales(including Real Estate,Autos etc.) ❑I am an em Toyer with eta ]oyees(full& art time . ❑Other Iam an employer providing workers' compensation for my employees working on this job. compsIIV Acme: C+Z address:' i: asCJ Jf:�hone#: city: tit i r►!1 %,3' ..t 1''. i p insurance.co:•: n a lic.'# 77 rlI am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: compa name: address: :. city: phone '#; insurance co. rto7ic'`:# address city::. uhone# insurance eo. o7icv Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that a COPY of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. I do hereby certifv un r the pains and penalties of perjury that the information provided above is true and correct Signature e",— Date S Q V) f- a Print name TO 114 1 G GC j Phone# I- Ewe" / r/ ip" J / I 1 A•- ,Y official use only do not write in this area to be completed by city or town ofcW city or town: permit/heense# ❑Building Department e ❑Licensing Board ❑check if immediate response is required ❑Selectmen's Office J []Health Department contact person: phone#; ❑Other (aevised Sept 2003) w , Information and Instructions s 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 building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shallysithhold the issuance or renewal of a license or permit to operate a business or to construct'buildings in the commonwealth for an�y applicant who has not produced acceptable evidence of compliance with the insurance coverage required:t Additionally,,neitherahe f the performance of public work until of its political subdivisions shall enter into any contractor p . p ,� corrrmonwealth nor any acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. r Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. Please supply company name, address and phone numbers along with a certificate of insurance as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the"law"or if you are required to obtain a 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 of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the perrrrit/license number which will b�e used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would lilce to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call The Department's address,telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents BMW of IeVeBOMOU 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 7274900 ext.406 I --- ---- - i �� ��,-✓lam P — �, - -- BOARD OF BUILDING REGULATIONS I License: CONSTRUCTION SUPERVISOR Numbery CS 069152 Bi 2 rt Expires 1-2/-1,:1/20 Tr.no: 5035 Restr eted 00 JOHN PO BOX 1224/1441 RT i32 ���,,..�, HYANNIS, MA 02601 Administrator In Board of Building Regulation, nd Standard HOME IMPROVEMENT ONTRACTOR ' egistration:. 106 9 piration: 7/ /2004 Fgpe: rivate Corporation HAMILTON HOMES, INC. John Falacc; 14.1 ROvrE 132/P.O.b ,X 122 Flvaonis, MA 0260? �i.im:n:• nfn. �oFT„E r0wti Town of Barnstable P Q ^ Regulatory Services 8 AIM ' Thomas F.Geller,Director 59. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyamis,MA 02601 office: 508-8624038 Fax: 508 790-6230 Property Owner Must Complete and Sign This Section If Using A Builder 'as..O�vn.et.of the.sub'ect ro•e hereby authorize .to;act on my.behalf,. in all matters xelative to work authoiized•by this building•permit-applicationtfot: 3W (Address of Job) s tote Kf Owner' Date AI, d YPrint Name TOWN OF BARNSTABLE BUILDING PERMII!PPLICATION - 2 Map Parcel 019 Gat Permit# Health Division EQ-00q Date Issued LAN Conservation Division L5453 Fee �o �• .� Tax Collector / � ��L' /off Treasurer gy M(llST BE Planning Dept. INSTAG.M 6OMPL"CE WITH TITLE 5 Date Definitive Plan Approved by Planning Board DMRDNWff?I CODE AND. } TOWN REGULATIONS Historic-OKH Preservation/Hyannis Project Street Address Wo P �e,_ , y Village HtIL Owner SehTeia Address ' . t Telephone rV9 71 1'°��� h' ,.�O l� ` Permit Request rev;S� 'A T ti e 10 V) Try b,_, �r>1 to c3 ���r 2 T NOV,, E o,r- 5 e ; F-frotTipyl S a0d gf L c n� boo P�l 7 ,' Square feet: 1 st floor: existing proposed 210 2nd floor: existing proposed Total new Estimated Project Cost Zoning District I\ Flood Plain Groundwater Overlay P Construction Type i/v00 Crc� _ Lot Size Y2 713 Grandfathered: 0 Yes . XNo If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure AIIA Historic House: ❑Yes No On Old King's Highway: ❑Yes" No, Basement Type: Full ° 'Crawllalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) 3 CLIO Number of Baths: Full: existing new .2 Half:existing new Number of Bedrooms: existing new _ Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other Central Air: 4Yes ❑No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No Detached garage:O existing ❑new size Pool:O.existing ❑new size Barn:0 existing ❑new size Attached garage:l7 existing A new size SC Shed:O existing ❑new size Other: Zoning Board of Appeals Authorization Appeal# N c6 `01 . Recorded ,91r � Commercial ❑Yes )a No If yes,site plan review# Current Use �acu ri i - ari"� Proposed Use J�ir3 I � We BUILDER INFORMATION o� ' Name &4w� ' t ; J —f. �� &dfnrr . Telephone Number 5-02 Cyy <C� Address �.t�_ Q S( C License# 4 C-5 Cl�'LGtdf��S 096o f Home Improvement.Contractor# 1 G,6 /O I Worker's Compensation# L ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �gv�7IC �ya S7-& S��%��•r �� SIGNATURE DATE _ 9/4/pS/ p s FOR OFFICIAL USE ONLY F t PERMIT.NO. DATE ISS ED MAP/PARCEL NO. ADDRESS VILLAGE OWNER `x . 1' f` r' DATE OF INSPECTION: � FOUNDATION a -> t r r r - 3 •• � � � < I .� FRAME ��. .,,' 3 4 _ +'; t•I r � .: 'z ,, M � � ,,' , ., INSULATION - i, 4 _ FIREPLACE- ELECTRICAL: 'ROUGH FINAL PLUMBING: ROUGH .�_ �. , FINAL * GAS: - ROUGH FINAL FINAL BUILDING- 3 DATE CLOSED OUT ` cr 032 ASSOCIATION PLAN NO. RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 D o Residential Addition $50.00 Alterations/Renovations. $ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSIIEET NEW LIVING SPACE 13 3 S square feet x$96/sq.foot= / x.0041= o-? plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) 7 square feet x$32/sq.ftft.=lg� x.0041= 7 S 7 ACCESSORY-STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf - 50.00 >750 sf- 1000 sf. 75.00 >1000 sf= 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck.._. ... _ .. . x$30.00= (number) Fireplace/Chimney . x$25.00= (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 - Relocation/Moving $150.00 (plus above if applicable) Permit Fee (P Projcost Rev:063004 I ' y t �'le �omnw�z.�ea/ll o�✓�vaaac�ivaetta BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR a~ Number.-'CS, 069152 y, Birthdate 42/11/1962 1 Expires 12/1 1/2004 Tr.no: 5035 Restricte_d 00 JOHN M FALAcctc,. _ PO BOX 1224/1441'RT 132`. HYANNIS, MA 02601 Administrator ✓Tze i�a7xmoizusea a�✓ aaa¢c/u�ae Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR sue. Registration: 106109 y Expiration:--`7-122/2006 Type Private Corporation HAMILTON HOMES,INC..~ John Faiacci 1441 ROUTE 132/P.O.BOX 1224 � Hyannis,MA 02601 Administrator I MASche k COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 . 01 Release 2 Checked by/Date CITY: Barnstable STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE : 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 8-15-2004 DATE OF PLANS : 8/16/04 TITLE: Hamilton Homes Inc. PROJECT INFORMATION: 380 Pitcher' s Way 380 Pitcher' s Way Lot # 3 Hyannis, MA 02601 Stephen Senteio COMPANY INFORMATION: Hamilton Homes, Inc. P.O. Box 1224 Hyannis, Ma. 02601 (508) -771-3919 COMPLIANCE: PASSES Required UA = 354 Your Home = 302 Area or Cavity Cont . Glazing/Door Perimeter R-Value R-Value U-Value --------------------------------------------------------------------------- CEILINGS 1335 30 . 0 0 . 0 WALLS : Wood Frame, 16" O.C. 1400 13 . 0 0 . 0 1 GLAZING: Windows or Doors 101 0 .480 DOORS 60 0 .480 FLOORS : Over Unconditioned Space 1335 19 . 0 0 . 0 HVAC EQUIPMENT: Furnace, 92 . 0 AFUE --------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CMR 1310 a d J4 4 . Builder/Designer G? h �T��►rS Date C Massachusetts Energy Code MASchlc Software Version 2 .01 Release 2 Hamilton Homes, Inc. DATE: 8-15-2004 Bldg. Dept . Use CEILINGS : [ ] 1 . R-30 n Comments/Location rCV7,yedv A e ive? WALLS : [ ] 1 . Wood Frame, 16" O.C. , R-13 Comments/Location 'f C© r WINDOWS AND GLASS DOORS : [ ] 1 . U-value: 0 .48 �,/�J�i >✓�a�✓+ P� �''lA�'% For windows without labeled U-values, describe features : # Panes 9— Frame Type L---occj Thermal Break? [A Yes [ ] No Comments/Location Gre aol1 DOORS : [ ] 1 . U-value: 0 .48 41 Comments/Location f��ilVl y- V4 FLOORS : [ ] 1 . Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: [ ] 1 . Furnace, 92 . 0 AFUE or higher Make and Model Number Q-v70 p ( AIR LEAKAGE: ' [ ] Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements : 1 . Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air. leakage into the unconditioned space. 2 . Type IC rated, in accordance with Standard ASTM E 283 , with no more than 2 . 0 cfm (0 . 944 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1 . 57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: [ ] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating a x equipment efficiency must be clearly marked on the building plans or specifications . DUCT INSULATION: [ ] Ducts shall be insulated per Table J4 .4 . 7 . 1 . DUCT CONSTRUCTION: [ ] All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer' s installation instructions . Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS : [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 1250 of the design load as specified in Sections 780CMR 1310 and J4 .4 . SWIMMING POOLS : [ ] All heated swimming pools must have an on/off heater switch and require a cover unless over 200 of the heating energy is from non-depletable sources . Pool pumps require a time clock. HVAC PIPING INSULATION: [ ] HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in. ) : PIPE SIZES (in. ) HEATING SYSTEMS : TEMP (F) 2" RUNOUTS 0-1" 1 . 25-2" 2 .5-4 Low pressure/temp. 201-250 1 . 0 1 .5 1 .5 2 . 0 Low temperature 120-200 0 . 5 1 . 0 1 . 0 1 .5 Steam condensate any 1 . 0 1 . 0 1 .5 2 . 0 COOLING SYSTEMS : Chilled water or 40-55 0 .5 0 .5 0 . 75 1 .0 refrigerant below 40 1 . 0 1 . 0 1 .5 1 .5 CIRCULATING HOT WATER SYSTEMS : [ ] Insulate circulating hot water pipes to the following levels (in. ) : PIPE SIZES (in. ) NON-CIRCULATING CIRCULATING MAINS & RUNOUT HEATED WATER TEMP (F) : RUNOUTS 0-1" 0-1 .25" 1 .5-2 . 0" 2.. 0+ 170-180 0 .5 1 . 0 1 . 5 2 . 0 140-160 0 .5 0 .5 1 . 0 1 .5 100-130 0 .5 0 .5 0 .5 1 . 0 ----NOTES TO FIELD (Building Department Use Only) ------------------------- �oFtHeTti Town of Barnstable BARNSTABLE. ' Regulatory Services 9 MASS.:, A Building Division prFD MPS 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Inspection Correction Notice Type of Inspection rllr L Location ��D IPA-i �S WAY Permit Number Owner—SE-NM 0 Builder FA LR c-c.L One notice to remain on job site, one notice on file in Building Department. �T��he following iiite�,ms need corr(ecti(n°g: � Mr , eeAtA 3 rr \\ v�5 c,lc�,,T b" ^�L.c f►ti �l 2 rn��v Girt �- ks 'J 1oe5 'ho�— ®p Co,(-r-e C-�-I V nwp . 10'& is COy Please call: 508-862-4038 for re-inspection. Inspected by Date 312310 252.7'7 • 80cx8561 racy 105 C, ERK Town of Barnstable •,,;,: pq � Zoning Hoard of Appeals Qzaa '93 '! Bulk Variance Decision and Notice i Appeal No. .1993-01 <' 8uaary Granted with Conditions _ Appeal No. 1993-01 Applicant: Lillian J. Senteio i Charloo Sentoio Address: 90 Oak Neck Road, Hyannis, MA 02601 • Property Locations 398 Pitcher's way, Hyannis, MA 02601 •� 4' PtoVcrty owner: :-'Cr 63 C... auatelO . - Assessor's Map/Parcel: 290/015 and 290/018 Zoning: RB - Residential B District '�- overlay District: GP - Groundwater Protection Applicant's Ragsiwet: Variance to Section 3-1.1(5) Bulk - Regulations, Minimum Lot Area j "'' Vie• ' Activity Requests To permit the division of two lots totaling 3.88 acres into four lots. :> Procedural Provisions: Section 5-3.2 (3) variances: v�tik� Background: This decision concerns the petition submitted by Lillian J.,Sentsio 6 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, i 4aseenor's Map No. 290, lots 015 and 018, total 3.88 acres and, accessed i ^ _ from Pitcher's way in Hyannis, MA. The land borders on Fawcetts Pond i y .li and contains 0.24-acres of wetlands and 3.64 acres of upland. K.. The applicants submitted a proposed piau ...r :ko :.irision c-' the lard ' titled 'Sketch of Proposed Division in Barnstable (Hyannis) Mass.' for Charles Senteio", dated October 19, 1990 and drawn by Baxter i Nye Inc. The plan proposes two pan-handled Lots each located behind a fronting lot on Pitcher's way. The four lots range from 0.83 to 0.54 acres. All are accessed from Pitcher'a way and conform to zoning in all bulk aspects except minimum lot area. r :Y Procedural Su®aryt 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, t duly noticed under M.C.L. Chapter 40-A, was opened on January 14, 1191 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. F � 1 _ J� I .'L:z 508561 Fes 1S6 y Decision and Notice - Bulk variance Hulk Variance Appeal so. 1993-01 _ Jaaeson, Luke Lally, Gene Burman, Elizabeth Nilsson and Acting Chairmanw 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 Hrs. Frances Senteio. She owned the land since 1935 and had 4 children. Her desires were to bequest to each of her four children a lot from this • ` land. The acreage is short by 0.36 acres of upland to most the requirements of zoning. qu 4 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 ' 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 thuir Mother's will. Mr. Curley gave the historl.uf the lots noting that sometime in the early 1980s, Mrs. Frances Senteio had prepared a ten lot division of the land. - -- wetland, topographyand size and shape of the lot were cited as factors Tb P that justified the-granting of this-relief.the-surrounding neighborhood is single-family dwellings on 1/4 to 1/2 acre. "= Joseph DeCidco spoke in opposition to the request. He suggested that the driveways may impact traffic on Pitcher's way and the loss of green space. The Board continued the meeting to January 29, 1993 to. permit the Board to visit the site and to secure reports of the adequacy of access and input from the Conservation Department. ,z 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, mow' the zoning Board of Appeals un"=ously as follows �4 1. The petitioner has the right to three (?)Tots under the present zoning and is seeking for the right to create four (4) lots. 2. The unique size, shape and topographic features of the land as well as the wetlands poses a hardship. 3. one of the lots has an existing structure on it which is ' deteriorated but which existed on the property for over 70 years. =_ 4. The land was once propoacd to be divided into 10 lots but that ' plan was never registered or recorded. '� I �fr t= �A / ` r� vl y -•,I`M1 y + . .11: 1 .3! vd,•StCk � 1. �V �0 4 •�E `Y,1� 1 - �>): � '.�1'A � 1'\.:�l�1 r>W,1.Y �i)`'v�.'+1 II Gb .ii.Y � -.i Y� II J; • M ,lv�`)'. d "�( 4''i:.+ C r ,H,}l • �i' j ,�. 41 4 {¢d .yt us, ..�'- � l'}r;' �:� [ r I!��pq�; ry r�- � � �' ',N.. �" r.t:, > i e..'yd r ;jz vA i .�•�.;` ,4y�ia� r:�. t.e iC� rdQl„� r .K.K 'Yi .'r '�g'i; a.. .��.� r$ �{.+aS .y .:.d•.f,ao� � ,.�.r! F.,.y , , ,b � � P;�; �. 1• .� 1 , ..✓. t x...rr,.;J ..;r:.. .1 �.x y_,,� :.t• .tvr. 1 .;x?�r i L .. .. -y• .. 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(f a m m p .0m �a.+ p.pAp n a m A m 'C I'll 1-m m a a s m J m W O H m r 7y lT m cr O m °a p m m r m 0. m nro C m r N• R L O r 0 o r a m O r g x m m A rO 0. p a 0. a ro N- a�rtWame,,amarrrN•-Narr?+• sRnym< R/Rur•1 Nm •°erar Ary rt m 0 a aororr nmI wm 9O 10, .00.9b rnaA awx tr 'OCIDoo a 0. t�a < _ m m A m � Ort A 9 a° n 94 6- A m 1-0 : goo 0, m ° a° b a µx ° n Aa r►Ri1 tr mva m•< F a ° ° roo aA A.to m a 14o o o OO.r it O A � rm a rK rR MI. lea am m o m w m m A a m 0. r lea 41 a c 0 a r A e r a 0.o n p d b a < 7 aMrl a a ma. 0a0 toir<• °r < r A r R 0. w 4• p, � ' a a 0 1,—Or 0 o e o A m K ,anm ma I j w r I , i • • 5=8.561 Pau 198 Any person aggrieved by this decision may appeal to the Ha Superior Court, as described in Section 17 of Chapter 40A. of theCenaral Laws of the Commonwealth of Massachusetts by brio +action within twenty days after the decision has been filed in the office of the Town Clerk. Ctsir=n I• �tv•�:- f i],FcoJ Clerk of the-Town of Barnstable. Barnstable County, Massachusetts, harp-bycertif that even have elapsed siace the Board a£ A y cY (20) days above entitled Appeals rendered its decision in the Petition and chat no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this day Y � pa-as and penalties of perjur1. _under-the o Distribution: Pccperty Owner Town C:crk Tuvn -- Applicanr Puraans Lncerescad Building Inspecror Pubiie Infoc—scion Board a[ Appeals y I _ i i 7 BG0N 8561 Fer,F 1J9 . - 1 PARTIES IN INTEREST - MEETING OF JANUARY 14, 1993 i e APPEAL NO. 1993-01 LILLIAN & CHARLES SENTEI0 j; PETERSON, RUSSELL & VERNA 137 WEST HILL RD., MARLBORO 01752 COPPOLA, MARIA TRS. COLLE MAGGIO TRUST 121 EDWARD RD. , WATERTOWN,. MA _ REX, WILLIAM J. JR. 35 ERIN LANE, HYANNIS 'x HUTCHINGS, SAMUEL & KATHLEEN 43 ERIN LN. HYANNIS ax, TILLMAN, FRANCES L. 35 STRATFORD LN, YARMOUTHPORT BAILEY, CHARLES & ! SMITH, WILHELMINA 334 MI.TCHELL WAY, HYANNIS WARFIELO, GREGORY G. Ai ERNESTINE BENSON 310 MITHCELLS WAY, HYANNIS S WASHINGTON, JACQUELINE 303 MITCHELLS WAY JONES, .WILFRED & SYLVIA 6224 SPRUCE ST. PHILADELPHIA PA. g RESTHAVEN, X VAUGHAN 120 FISHER AVE., ROXBURY, MA ONEAL, TERY & CLAUDIA 900 SEA LN, #TO CARONA DEL MAR, CA -" MASSEY-, BRUNELLA C. Ai `' ;r - ----- -- - -- -- MASSEY-,-MS CARR I E LEE P.O. BOX 693, TRYON, NC LEE, SPENCER &'TINER J. 986 LAUREL AV.E., BR-IDGEPORT,CT---------. -- OMYTRYCK, THOMAS & ROBERT 604 MAPLE ST., FRANKLIN, MA SUBON CO. 555 PLYMOUTH ST., MIDDLEBORO, MA - WRIGHT, JANET A. 338 PITCHERS WAY, HYANNIS ROSARY, MARY M. 6 FOREST GLEN RD., HYANNIS MAJOR, DORIS R. & i JORDAN, MARJORIE 339 PITCHERS WAY, HYANNIS BLAND, SARAH E. 17. FERNDALE ROAD, HYANNIS SENTEIO, CHARLES 293 CARTER ST. , RFD 3, MANCHESTER, 't+ CT SENTEI0, PRANCES 97 OAK NECK ROAD, HYANNIS FORTES, EUGENIA 400 PITCHERS WAY, HYANNIS = _ GOMES, TRAVIS M. 418 PITCHERS WAY, HYANNIS CORBETT, JOHN F. & MARY A TR. j. CORBETT REALTY TRUST 431 PITCHERS WAY CASS, ROBERTA L. 75 FAWCETT LANE, HYANNIS WALKER, STANLEY E. & ELIZ 411 PITCHERS WAY i KEARNS, R0BERT & DEBORAH 156 FAWCETT LANE, HYANNIS BARNSTABLE TOWN OF 367 MAIN ST. HYANNIS a I - _ BASSETT, HAROLO & ALICE 20 CHECKERBERRY RD. , HYANNIS MCBRIDE, ERNA 409 PITCHERS WAY, HYANNIS LUCAS, EUNICE 19 CHECKERBERRY RD. , HYANNIS g OECICCO, LINDA TR. 94 SHORE DR. WINTHROP, MA EDWARDS, BRUCE & ROSALIND 383 PITCHERS WAY •�,� KUMPEI, MARK A 25 PITMAN AVE. WAKEFIEID HOLIGAN, DARLYNNE 15 PINCESS PINE RD. , HYANNIS a' 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 PS - I I A eoo><assl F.<< zoo LECAL NOTICES \\ TONNOFDARN APUD11C1IEARMC WFLLB\'� \ ZOYL\'Ch,, A STADLE O\TuLSPETmO%ATT&=p,K\IF.FTt.\COP O.FAPPEALS APINULXO• NOTICF.OFM•0 LARY 1/,,fag lOIIN CAIIAL,A•\�� �� V 1 L1DFR UCIIF.1RlNC ldttaCaMl.aaeh" TTiF.ZONING in LI-fd of A ORDIN,INCF• g • � Spa•dal PennsunJerS�R+p1am(t>/a ro.D(rnon Cwtditimul U,e,b cNma3.3.6MAX ` deemed in alhawaeu(f fen by dte Rory of A aJ. u'ttlu6eu.edn:uunmr build. So-II orCh.p.�Ao( R'aeal,,under la lso,We,,%j,,,,' t N-p249; 1-- . theCwnm,y.wR Genenl4w.of nia in Res' 1eeaa•II.ra• , --- ". amenlmnuf�d+evrno,uuchu.en,ntd nets%.ning1 Doi , and highway puy - ,r\ nwitiedthu: )'ooa'eheteby APCRLICHPIRLVCWII.LRE1 t\'' APPEALXO. 1993 pi ON TIIIS I%TITIOv LLD 3 11L1J,lN¢g1AR1FSSF1�7j0 Ar15Dt \ ATg:ISP.N. L.O.1997-05 IC tolhe/n�aaRo ry fl-h.,.Ryted RUI'r•:1tTYS BARBARA ERVICES REAL �ww `.� •, ,,,\f �` pin f n.Variance PPeal.and Pep. 1. Barham liagoreie k Re Roll Rc vlater 'On 3.1.1., viers Mve. 'Tv di,.",j tnwf-g•toall. Neel to he � ofA al`IM'Ida'.aled to the Tmi t&,.d� c7' \ atr huild1M petitim(or a Modir.ca, '^ I",U&Is. a Iwa u S(aP tits of Variance 19g3 . ..• Rig m ril,hon W-Y.I Iym. S-3.2 S,U -67,under Seetiota a(.CIUiunn. �) ,e Varianma,and Sowom M A rl:nLrcuP\RING 3.7•Signs in the Bu,neq ON'IIIL41'C `ATLI.11rIIvu) Satiut.lUutd Dio6e, law AP11: Ilf1UVAT7:30Is I u(MCLChgL \1.NO.1993A2 fnxn han0z.il offs, b ofrccf Frl.l.SIIIiHTO RAR wnh,ome.ru,med(u. tetad - Feli,lrnu Ilarri RIfIHO mail•a'nler 'p'�gr and 7unmg Moan(of%has-IT a 1ed to the l'x2 R,wte U?'I�u JLP'31.L x Id, .�.,.._,.. . fxa 5 meals and petition, WI''latin yanois in an RG It'eial I'crmit un,lcr$ S rNIMM e;4_ . and J-�.x,Uff S'aet cC""n4=7 APCIl1.ICIWARLVC ai .•= •:�'.. ment.a'dRedpn 1,A Keymn:. OK'RI[S PE W11.1.Br11F1D ' 11111317,Iq t ' of Requirem TTrTON AT 8:30 - �(. emu,., ntr:Sr:IICAMCS WILL Rr: 11>vmpmaHuunc„ hb11amStnet N 711E SELL•CNF_, APL'UIICIIP %'ningDiwim S CONFER. ' �-Iov Ll.Rli11111) - NEW TOWN IIALND ov Tins rr:'m'roN nT 7:45 p FLOOR7MAIN ,tl'I•li,tl..\(). .N. STRrrT.f1YA,YNISOAT7/URS AY •. CAtt11IEN 19u3<I3 EVENQ•fQ3ANU 4 fi LOIS)L\LCrRI 1 ARY 14 1993- V lu'allofberihavealry,a.atcdtu r BYORDF320E D�•6�'CRO hc% NPutut l'c AP(+cal,anJ petition OF APPIiAIS. O ...-.e•1'( r=[ Suai n 3 snit wnlcr Section 3.3.5, ' RIC)IARO L BO A,Vn.A,w Y,CIIAIR4.4N .:.�:' •-.rim of Spceial l'etmi,•A law.m,Wir,e. lAN(NC BOARD OF - a6 tuallou, P1+cal\'u.19g.t. 1 Ap1aGlS - Lut a.3821 R n&C'n menu at-M-P 57. The Ramnable Patna ,ntte Is Wintmiu Muuon,\Idlr•in.Villa a sq. Oece,tber 31.1992 i January 7,1993 Bu,me,,.District, B Duainn-A 793 " S• i-�F. 1.. — I M NIT •II 11�.d'1) LOT COWRAM 1 CERTtrY T/MT THIS PLAN HAS DEEN PREPARED N CONIFORNM WITH vA IN■OR rNAA ITT PMONr��p�p DI M IOrA VINO AAG- THE Rt"S AND REGULATIONS Q Tw or W,{PT N/Il.R N.0[YOINPA w M IIIRAILADNI a REGISTERS Q DQOf. 9UADPN%ENN mm ANN fA1 NAPAQL RL3. •M III!NUNNNI A INMY fE TMRIT KA/Olf IfRC Or M NTAL IRNO MNA r 7 Aw IDr NW/.t ItTA90D N 110 MM1/L trA1L NIII NIIAr 0111001E amNR s 111If All WANIO a tfRRr�Ow100 NRO DIIIANOm�M AIDS. , LOCUS YAP SCALE I Pa000 ASSESSORS _ NAP tfo►ARCELD 171610 i z10NEs D.P. It"CE• d1AP111C SCAMNNNNS ItAOC�OfO'' I ° NDN qw 1 ►11CII oEMACt.20' SM![TRACKS.Itl Vw I NGEMA fplT[S REAR SMACK.Itl Kamm war.w (OR to DICK r IS") m sM PAf Rn cuacNu fDRrcf �� i Tmf w PAs e4 x x u rr OW'A\N Y u.. Nrnt'NYt u.� .IT,21' _ ,e f9PfM t \ ( Il CNRLCf SVOEto LOT 1 srfr DIAO.ND KKK 06 rNg RN LOT 2 YI TRJOfI v. c A. r. res Q DAANIN1f 0 A S MPIAA MVIX M HNS-N PR II,NNS ' N Ds+e TAnTs'N' V!!�N• LOT S W."10 tNR 2•ItlrIKTm to f1NfOIT A � pROrtlID NN11 U.MAIN a•� mom A urr.N IOfltlm"2AR/OIT 0 IE7S21D.IDfA� _ _ A4 PUAs MM BARNSTABLE PLARNNN) BOARD ! �t N OKAT SNN LOT I Ar WWALCo"'I'I LAWDUt 111E WO MD. ! of CdUT10L uTr Not R[NDAIw. aalw U. DATE { ' - 94 If.f A ^rMI.A A T .00 m NOTE: NO DETI]IYNATION AS TO - `Aw610 COWUANCt WITH 111E ZONING A SwIrr ORDINANCE REOL11ROIpIM HAS ► f0"� A►IN . KEN MADE OR NTENCIM BY THE ABOVE DOORStONT. NIANI IA •1 p{NN of.Rfrt OAT E Jls</Tf PLAN OF LAND ` am EOII 6DN Q M TORN A Y Ir M ,M � (HYANMSiVOS BARNSTATom 1[ASS. mM ►DIN LILLIAN J. SENTEI0 ET AL DAIRY�� OCHE:1'- 0'. :NYETG APRL Y,1N2 DAXTCR L NC.I REGISTERED LANs VAVEYORS CIVIL tMNcaf OSTERVILLL MASS. i GEED IIEfERENCE BOOK 494 PAGE 302 !SOON 319 PACE DDD aNAw L BPt09221-0130 94-06-03 81SS #34032 MIMIWe; LILLIAN J. SENTEIO, of 97 Oak Neck Road, Barnstable (Hyannis),Barnstable County,Massachusetts, MARGARET A. PINA, of P:O.Box 178,East Wareham,Massachusetts, a CHARLES SENTEIO, of 293 Carter Street, Manchester, Connecticut, GREGORY J.SENTEIO, e� of.117 oak Neck Road, Hyannis,Maasachusetts, FRANK A. SENTEIO, of 51A Congress Street, Hartford, Connecticut, EDUARD J. SENTEIO, of 51 A Congress Street, ` Hartford, Connecticut, and STEPHEN M. SENTEIO, of Quarters T. Naval Air Station, { � } ' Patuxent River, Maryland . for the full concidcratiori of nominal consideration paid hereby Sruttt! unto GREGORY J. SENTEIO of 117 Oak Neck Road, Hyannis,Massachusetts 02601, FRANK.A. SENTEIO of 51A Congress Street, Hartford, Connecticut 06114 " JY V^ ' EDUARD J. SENTEIO of 51 A Congress Street, Hartford, Connecicut 06114, and STEPHEN M. 1 .•SENTEIO of y ' `Quarters T. Naval Air Station, Patuxent River, Maryland 20670 as . \H r� ' tenants in common, � with tjttittittfttt tabettnntB, the land situated in Barnstable (Hyannis),Barnstable County,Massachusetts shown ar as LOT 3 on plan of land entitled, "Plan of Land in (Hyannis), BARNSTABLE,MASS. ' LILLIAN J. SENTEIO ET AL. Scale,. 1110 40' Dated: April 7, 1993, Baxter 6 Nye Inc.. Registered Land Surveyors Civil Engineers Osterville,Mass,", 1 �the Barnstable County Registry of Deeds in Plan Book, page'.duly recorded in Subject to an easement .to the owners of LOT 4 their heirs, executors, administrators, IV and assigns to use that portion of said LOT 3 designated as "Easement B" as a driveway f and access, for all reasonable and usual purposes, to and from the public way known as Pitchers Way, as shown on said plan. w 73, dr. 7 1 . �. NA" ?9ittteass our hands and seal a this ��'� day of October A.D. I99 F{ 1 r 9g 3. dE Qlomatonfaex[ of r t to Pins 7t i 3.�[astutcliu:etta. Barnstable, as. October / ,1993 Charles Sentei,Q -' Then personally appeared the above named #oMf, Ba��, � �. r ,� LILLIAN J.SENTEIO Gregory and acknowledged the foregoing instrument to be h free Oct and deed,before me, Flank enteio Cy�t�C.C� v 1I Notary Public. Edu d .Sent io co MY commission expires _ yi >e P 4 x- 3l�/y� Stephen .Senteio r d WNSTRBLE REGISTRY OF DEEDS ' Affidavit of Substantial Financial Interest feO)er- 7zk2 of ?il I)c Pu-L is fpAcm� 12 on oath depose and state as follows: 1, 1 am an applicant for a building permit for the propertyParcel o JE231D located at Map , The address of the property is VA �O 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 11 above. 3. Within in the last twelve months from today's date, which is 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 I above: Name Address 4. Within the last twelve months, from today's date, which is I have had .a I% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building.permit applications for property in which I have a 1% or greater legal or equitableinterest. 6. Within the last ten days, I have submitted 0 building permit applications for property in which I have a I% or greater legal or equitable interest. 7. Within this month, I have submitted D 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 I% legal or equitable interest. Signed under the pains and penalties of perjury,.this (0 day of > 200Y. 2oo 1-oO501affin Q)Lo'rTERY1AFF(OAV1T V { I i �a 1 r I W I � J rt w I o I I \ I m I o t m I o I co �u w I I o o I I N o P I I ((��,, ��=• m w av 1 I o ce \ E D I I a m I I /h 7t �Vl '7�K, � ^ •r a �- {!�' o e� 7 • ?' 6 � � �' � N N I N I -- 0 _ r t�1 Fe •- I I `� F P ag I I a a � � 5 I I g mm I I pp � pp� E 4° � m a.�• .-� I I r }z CCD - o c I I N 3 1 I wl- m I I o n I I w n I I cn N I I � ' I I I I � I 1 I I I I I o w - I I cry I I � 1 I P. 1 Communication Result Report ( Mar. 24. 2009 10: 37AM ) 2) Date/Time : Mar. 24. 2009 10: 32AM File Page No, Mode Destination Pg (s) Result Not Sent ---------------------------------------------------------------------------------------------------- 2340 Memory TX 915087752887 P. 1 OK ------------------------------------------------------------------=--------------------------------- Reason for error E. 1) Hang up or line fail E. 2) Busy E. 3) No answer E. 4) No facsimile connection E. 5) Exceeded max. E—ma i t s i ze A++n• c�6, Fcr)aCc 1 j Town of Barnstable Regulatory Services Building Division 200 Main Surat.Hya.is,MA 02601 Of,= 5W862-4038 Pac 508-790-6230 Inspection Correction Notice Type of Iospeclion FT-nv+L Locad. 38b PZTC R10 WAY Permit Nmnbrr 7 7YY2 owner SE.-I TF-I O Builder FA LA► cCX- One notice to remain on job site,one notice on file in Building DepartarM 79te following IItmns need carr1Leming: 1 ti aFlo + -par 4c *4, 4 rAS � S I4h 11Mf�.�r�s/+par Q4S{{UCIAS {{ II � wlt�44ie.. tccc.rtw, �n baoe.nwT C',an .-vs rew.>.r. exntse.d 4 Fenry�` doer• �oeS ho'Y o}yOCrw�'G eor11etie�lt� n ppn a one No � ��'ec-'1Dr �'0•..+� �1'S �4JGw.t..,.� �Olt�s In �.,r/bC�4�Y\ Please call: SM-8624038 for ra-inspection. . Inspected by Dam W04 4121/20W 15:07 Friday, Apr 21, 2W6, Faxination BLAME RETARDANT OLYETHYLE E FILM IDEALLY SUITED FOR ANY APPLICATION REQUIRING A PROTECTIVE COVERING WITH FLAME RETARDANT CHARACTERISTICS TEST RESULTS'" 4 MIL 6 MIL 10 MIL BURN=CHARACTERISTICS ASTM E 84 FLAME SPREAD INDEX 10 10 10 SMOKE DEVELOPMENT 45 60 75 TENSILE STRENGTH ASTM OM MD 170D PSI 1700 psi 1700 phi TD 1200 1200 Psi1Z00 i ELONGATION ASTM D ilk MD 225% 225% 275% TD 350% 350% 350% DART IMPACT ASTM O 17" 165 g 260 g 475'9 WATER VAPOR ASTIa E 96 .19 perm .13 perm .076 perm TRANSMISSION RATE *meet w exmW dandard spedf"ions for POhAMW ica standard oorl0fuCtlOn film. STOCK SIZES STOCK 0 WIDTH LMTH GAUGE UNTIRW.L ROLLML.T 4100FR S 45 1w 004 15.9 96 412FR 12' 107 DD4 22.9 64 420FR 2U 1w .004 3i3.2 35 612FR 12' 1oo', 006 34.4 49 620ASFR 21Y IW .008 57.4 20 620FR 20 100' .006 57.4 20 1020FR 2(V 100' .010 95.6 12 CUSTOPA SIZES AVAILABLE FOR CURRENT PRICING AND DELIVERY CALL 000-527-3322 2000 W.Marsrm Dr.Gland Pratrt TX 75051 -(872)8V-4374•Fax(972)337-7= = ti �I °Ft r Town of Barnstable °^ Regulatory Services 9B" MA IS&' Thomas F. Geiler,Director 01 Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.ba rnstable.m a.us Office: 508-862-4038 Fax: 508-790-6230 November 29, 2005 Stephen Senteio 310 Pine Street Atlantic Beach,FL 32233 380 Pitcher's Wav Dear Homeowner/Contractor: A recent review of our records indicates that you either had a new home constructed or were involved in the construction. The files show that this construction has never been finalized and closed out. Please contact this office at 508-862-4038 to make arrangements to finalize this matter. Your anticipated cooperation is greatly appreciated. Sincerel Thomas Perry Building Commissioner gcomfmahze STATE APPROVAL STAMP y. 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 OP .LbBUILDING THE ENCLOSED DRAWINGS AND SPECIFICATIONS (REFERRED TO HEREINAFTER AS SUBSET) B11 - ~ARE THE PROPERTY OF PROFESSIONAL BUILDING SYSTEMS, INC. (REFERRED TO HEREINAFTER AS Lv SYSTEMS, INC.PBSI) THIS SUBSET IN NOT INTENDED TO SHOW ANY SPECIFIC PLAN LAYOUT OR ARRANGEMENT, BUT IS INTENDED TO SHOW THE PBSI BUILDING MODULE IN COMPLIANCE NTH ALL STATE CODE ANDOR THE GENERAL CONTRAAC ORMTOTOBTANSTA BUIILDNG PERMITS.DARD NO PARTTOFSTHISORDER 72 EAST MARKET STREET - P.O. BOX 219 } to 0 SUBSET MAY BE REPRODUCED OR USED IN ANY FORM OR BY ANY MEANS WITHOUT WRITTEN MIDDLEBURG PA 17842 > AUTHORIZATION FROM PBSI. THIS SUBSET IS PROPRIETARY AND SHOULD BE KEPT - ' CONFIDENTIAL, ANY UNAUTHORIZED USE OF THIS SUBSET IS PROHIBITED. W 1 PBSI WILL BE CONSIDERED AS A SUB-CONTRACTOR IN ALL BUILDING PROJECTS, SUPPLYING A BUILDING COMPONENT TO A GENERAL CONTRACTOR OR BUILDER. ALL NOTES > N WITH REFERENCE TO "IN-FIELD", "ON-SITE" OR "BY BUILDER"ARE PERTAINING TO O THE RESPONSIBILITIES OF THE GENERAL CONTRACTOR. z OFFICE MAILING ADDRESS: PROFESSIONAL BUILDING SYSTEMS. INC. C� a THE DRAWINGS IN THIS.SUBSET SHOULD NOT BE SCALED FOR DIMENSIONAL REFERENCE - o ALL DIMENSION LINES AND NOTES SUPERCEDE ANY SUCH REFERENCE. 72 EAST MARKET STREET_ MIDDLEBURG, PA 17842 .M MASSACHUSETTS CODES PLANT #1 ADDRESS: 72 EAST MARKET STREET 01 MIDDLEBURG, PA 17842 1993 BOCA BASIC MECHANICAL CODE W/AMMENDMENTS a 2002 NATIONAL ELECTRICAL CODE W/MASS AMMENDMENTS MA. MANUFACTURERS NO.: MC221 0 MA STATE BUILDING CODE VI EDITION MA FUEL/GAS/PLUMBING CODE EXPIRATION DATE: APRIL 30. 2004 } m DRAWING INDEX (23 TOTAL PAGES) THIRD PARTY INSPECTION AGENCY: PFS CORPORATION 3 3 a a PAGE DESCRIPTION DRAWN REVISION 1 COVER SHEET 9/22/03 N/A MA. THIRD PARTY NO.: TPIA-02 2.1 FRONT ELEVATION 7/18/03 9/22/03 EXPIRATION DATE: APRIL 30, 2004 N 2.2 REAR ELEVATION 7/18/03 9/22/03 2.3 LEFT SIDE ELEVATIONS 7/78/03 9/22/03 MODEL: RANCH m a I` 2.4 RIGHT SIDE ELEVATIONS 7/18/03 9/22/03 LOCATION: 367 PITCHERS WAY, HYANNIS,MA 02601 (FRANKLIN COUNTY) a 3 FIRST STORY FLOOR PLAN 7/18/03 9/22/03 4 27'-6"WIDE 5/12 CROSS SECTION 9/22/03 N/A USE GROUP: R4 LU o �i 5 5/12 NON-STORAGE RAFTER DETAIL 9/22/03 N/A CONSTRUCTION CLASSIFICATION: 5-6 w 6 CONNECTION DETAILS 9/22/03 N/A 7 TYPICAL SECTIONS 9/22/03 N/A FLOOR AREA (PER STORY): 1155 SO.FT. (FIRST FLOOR) Y 9 FIRST FLOOR ELECTRICAL 7/18/03, 9/22/03 a 10 TYP. ELECTRICAL DETAILS 9/22/03 N/A VOLUME OF ENCLOSED SPACE: 22041 CU. FEET - _ R.A. OR P.E. APPROVAL STAMP .,F 11 ELECTRICAL LOAD CALCULATIONS 9/22/03 N/A 'NO CONSTRUCTION CONTROLS REQUIRED IN VOLUME EXCEEDS 35.000 • C 12 FOUNDATON LAYOUT 7/18/03 9/22/03 CU. FT. (MEETS EXCEPTION FOR ONE AND TWO FAMILY DWELLINGS). N 13 TYP. FOUNDATION DETAILS 9/22/03 1 N/A STORIES ABOVE FOUNDATION: 14.1 DWV PLUMBING SCHEMATIC 7/78/03 9/22/03 ��� 2 SUPPLY PLUMBING SCHEMATIC 7/18/03 9/22/03 CORPORATION BUILDING HEIGHT ABOVE FOUNDATION: 16'-5" 14 15.1 TYP. PLUMBING DETAILS 9/22/03 N/A zZ ' 15.2�:- TYP. PLUMBING DETAILS 9/22/03 N/A DESIGN OCCUPANCY LOAD PER FLOOR: 1155/200= 6 OCCUPANTS(FIRST FLOOR) _ l 0 pj 16 INSULATION SCHEDULES 9/22/03 N/A (� �. Plans certified toPhl w w co Z Fn � MASCHECK FIRE ALARM SYSTEM: PHOTO ELECTRIC(SMOKE DETECTORS) t PER 1200 S0. fT. y._ 1 i LL amen 18 WINDOW SCHEDULES 9/22/03 N/A SPECIAL USE LIMITATIONS: N/A '� ; i�tl®�� I! applicable codes and raga ot 19 HEATLO.SS - FIRST STORY 7/78/03 9/22/03 FIRE RATING: N/A #4 i OTHER: N/A ...-....,�^"' REQUIRED DESIGN f0 DESIGN LIVE LOADS: WALLS: 21 P.S.F. 25 P.S.F. j7 D ROOF: 40 P.S.F. 40 P.S.F. FLOOR: re FIRST FLOOR (KITCHEN, LIVING RM,ETC.) 40 P.S.F. 40 P.S.F.SECOND FLOOR(BEDROOMS,ETC.) 30 P.S.F 30 P.S.F Tit� STAIR S NOT OFFERED NOT OFFERED /6g�nawSTAIRS: 100 P.S.F. 100 P.S.F. only N BALCONIES 60 P.S.F 60 P-S.F (approval Limit Factory Built PQd�t16P1 ``' 1 t r� T � FLOOR JOISTS: 2X10 FLR JOIST ®16" O.C. PPRnO�V/A4'' /'7LWiTED 1 O CENTER BEAM: 4-200 SPF #2 THIRD PARTYjzAGTA0RVAF\ U1I_T SPECIAL USE PROVISIONS, BUILDING SETBACKS AND ZONING REQUIREMENTS ARE THE RESPONSIBILITY • PFS CORPORATI = W.. MASSACHUSETTS n ��aa ���aaa p p pp p CONDITIONS, LIMITATIONS: OF THE LOCAL CONTRACTOR. 401 S. MARKETE M S \ A C H q II S E T T MASSACHUSETTS 5-0" MINIMUM SETBACK FOR ZERO HOUR WALL BLOOMSBURG, PA 17814 Z Q �® ® �pFJp�I \ RT ti w A. > D E LHEATING SYSTEMS: PREFABRICATED FIREPLACES 2 U STFNg G T�i > AND FLUES,U.L. LISTED AND MASSACHUSETTS APPROVED, INSTALLED ACCORDING N0 '13) ti = z _ o - _ TO MANUFACTURERS INSTRUCTIONS(OPTIONAL). FURNACES OR HEAT PUMPS TO _ 'I! � N W" � P P R � ® �� L _ .. BE INSTALLED ON-SITE ACCORDING TO MASSSACHUSETIS, AND/OR LOCAL CODES. � �V// VENTING SYSTEMS: RANGE HOOD AND BATH FAN TO BE EXHAUSTED TO EXTERIOR. '? CN.q(V�GP`�Q ON - s� �q EXTERIOR ENVELOPE THERMAL PERfORMACE: SEE ATTACHED FOR INSULATION '��i�`s`r/�NAL uu 3 Un 1 �,�(I) ..SEE PAGE 77.1 FOR INSULATION AMOUNTS. R-79 IS REQUIRED TO BE INSTALLED ON-SITE BY THE BUILDER TO COMPLY WITH THE MAScheck , R-19 IS TO BE INSTALLED IN THE FLOOR Gi 0 a a 0 ~ Q o Z � a w � J 0 Li 3 ti a zo V N N z 0 ,. L) o Pq N APPROVAL LIMITED TO ¢ > Q J FACTORY BUILT PORTION W Z Z 0 3 OCT 320 Q o Q CIO W � � a W `a�`�y1Nf1uU ►�i��i Z — 0 W ��� o o Mq, ''.. z m �, D a W R o yG � � w = S7 IT+ = J f Z c� BERGCAP .41131 z w QO Y a oo n [7 Q o m r , �Ino l J F Xpa Z Q g J W \ Liq Z / q O X LLJ r-a 2:a t� I Lj 2 U CU I— O z Z W Z_ 2 00 E=1 IL O i J � � a 5 In m v � ) Q CEILING y CEILING � m J w < J a O a ? Of a a O a j- P�1 Z Q Q ELOGR FLOOR Qaa � APPROVED PFS CORp ATTIC VENTILATION LOWER 50% @ EAVES OCT 2003 REQ'D -g2 SUPPLIED 2.40 QNa w UPPER 50% S-0" MIN ABOVE EAVES A m m REQ'D?_S2 SUPPLIED2_60 NOTE: SEE PAGE 4,1 FOR EXTERI❑R WALL FINISH,S❑FFIT FINISH, AND ROOF byVf�R-IffjtJAL HOUSE MAY VARY FROM ELEVATI N APPROVAL LIMITED To w a ^° a ` V i z -� n O I- , m O m m D Gl m -A T1 O iLJ m X mI �{7 O �J D I- r z 0 9 z Do z t� �C7 C7 O T1 m z z 0 m i D n C D r 2 0 C m 3 D C D TJ C7 3 Fri r rTl D --I T Dz tttutuuii D D as ® -+o 0OX 0 0 -C -4 - - a ?A� o f c� r� ( z -+ � , r ti w "0 S113S��.�`� Q F z0 a E' o z D PAGE; DATE1 DRAWN BY; STATUS BUILDER CUSTOMER 9/6/03 ALA PRELIM 2842 - RANCH MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL REAR ELEVATION CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 2 . PROFESSIONAL 72 EAST MARKET STREET P.O. BOX 219 WIND SPEED WIND LOAD SNOW LOAD P BUILDING MIDDLEBURG, PA, 17842 90 24 40 B $ PHONE: (570) 837-1424 ORDER NO. 7ERIAL NO. FILE NO. SYSTEMS,INC. FAX: (570) 837-6133 13019 1 SERIAL I P13019(120) z -71 F) ❑ F- m FrI 0 ~ O F z m D D Frl -A 0 F9 x --q m H 0 D I- F- T1 H Z I) C3 T1 H H Z /H^ V J I (!I Z v d �7 O 0 n O H z c� z a m I D n C D r 0 C m 3 D C D �l �J O 3 m -n r >D ``o�s���lluliihiii i Q is z _ Go> "CJ zInS m. S� r r- d r— �O '. �'��� ! aka`•` roU f 1 S113S I cft �o �O o t�j C� 10 w PAGE: DATE: DRAWN BY: STATUS: 2842 - RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL LEFT ELEVATION CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 2 PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P.O. BOX 219 P BUILDING MIDDLEBURG, PA. 17842 90 24 40 B S PHONE (570) 837-1424 ORDER NO. SERIAL NO, FILE NO, SYSTEMS,INC. FAX: (570) 837-6133 13019 1 SERIAL I P13019020) r m c- D Gl m .A T1 a m x m a D r r z 0 0 z = Lil D N z t7 �{7 a 0 a r z c� 0 17-1 D C D r 0 c m D D iL7 O T) >D po � °ti o Z OZ j' ZD� T = rr r T. C C:) C--)� '0 A O m `U o-n o® z� o m w �p n Fri o' F � a � a z PAGE: DATE: DRAWN BY; STATUS BUILDER CUSTOMER 9/6/03 ALA PRELIM 2842 - RANCH MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL RIGHT ELEVATION CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 2 . 4 PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P.O. BOX 219 P BUILDING MIDDLEBURG, PA, 17842 90 24 40 8 8 PHONE: (570) 837-1424 ORDER NO. SERIAL NO. FILE NO. SYSTEMS,INC. FAX: (570) 837-6133 13019 SERIAL P13019(120) z ❑ z0 . m � n �E SV) F71 m m -I 71 f- I D D tj i7 D Cm)i rv� D rDd toEDCo F9 27'-6" � � < 3 M 13'-9" UNIT "A" 13'-9" UNIT "B" Z c m co ❑ D vDi 6'-10" m D < d C_ D � d � 0 zno dam ❑ r -I n � � 0iT-0" rD £ 13'-0"z CoD D D < ot7 D ❑ 3 £ £ Z " Z tdZ � � z Ow > O ❑ Mz I cn M7 :c rU ID = oo w M ., td • e D m ID r < � D _ �, t7 <r< t7 o M D 3 c D ux "pvcn ?=o ❑ ,D MtdvI z D d CD JV r ❑MM71-1 M X• H -� �/J <r r t7 <❑O 0--I :It - CArr' d�rJd ry ❑ran m v 3 m A ❑ t7 A�rAA-9 x t7 m3 S t7edd �7 ❑ r m 2'-0" 1/2" 2'-9' 0 r mLml� stj _ _ -�--- r N N vw r 3 _9x Z o ❑ =f, Nm N �I aN cn F cxn cri A J OC D o C (n I � � I ru � CO IV rl N D tj r a D c o A m C 6 3/4" t� t7 � -+ � Z m F w L-❑----J o -- < D i r W ru r ❑ DN •• z m 3 4'-11 1/2" 7 g" a � v848 N w o1/4"co 94'-11 1/2" VI z Fv r d m a I I w 10'-0" -a m O ❑ � o ❑ 0 = 5' LOUVERED i I 0 A J BI-FOLD _ < � w I -< Ef � -ru �Z7 M �rj c J .A�0 W fU ❑ rU O� Z7 D-� o N d u (Jl < �D -- ��� z D r0 r I Z���m 41 Oro a I I I � �--i x ;Q o ❑ ry o D < __ 2x6 • o o im ❑ -- - < ed 4�9„ 2 -0„ 5'-6" " 3 3 c ❑ r- m w I I ❑ 70 v) r V)w I I 3'-0 U ' vI < I w v`w -9 - -- - - - ��- ---- - - - R--- --� Z D t7 I I tJ� I ci 70 D v w 11 0 I U fU O \D "tU -ovN r- II ro I �� ttx m01 ru 01 o o C,0``� III fU I r D _ C/1 < I I III I D <r _ LL--- --� ai Mmr o Z fU N Z- =-Z=Q c td r£u r� ro v ❑ o -0-0 A �7 o c� w r,r 4774 W ty CD <dd a Z A ❑bDd �I r- w I I w w O t7 tUfU A "x x ow -n �ww I qrU >3y xL_9 w£ it ru V)m 3 ^� Mro No, �ISI�utNrii� p -i- DB4 r„1 wS a C ��''� IT-0' c� O x 4, 12 B24 41 2 rU to �1 i -� 0 3D i b/3015 i W36 0 p�v� I k-11 ------ CD = =_ r_I-- ' W -0 Slid � . 00 a9 o ." LLe T, WINDOWS & DOORS ON LOAD BEARING WALLS TD E ONE JACK STUD & ONE PULL HEIGHT STUD UNLE3SOTHERWISE NOTED PAGE DATE: DRAWN BY: STATUS BUILDER CUSTOMER 9/6/03 ALA PRELIM 2842 - RANCH MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL I s t STORY FLOOR PLAN CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 3 PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P.O. BOX 219 P BUILDING MIDDLEBURG, PA, 17842 90 24 40 B $ PHONE: (570) 837-1424 ORDER NO. SERIAL NO• FILE NO. SYSTEMS,INC. FAX; (570) 837-6133 13019 1 SERIAL P13019(120) SECTION NOTES: STATE APPROVAL STAMP 1. RIDGE VENT 2. 20 YR. SELF-SEALING FIBERGLASS CLASS C SHINGLE OR BETTER. 15# ROOF UNDERLAYMENT AND 7/16' RATED O.S.B. ROOF SHEATHING OR BETTER 3. 5/12 NON-STORAGE RAFTER ROOF 16' O.C. I) Z 4. R-38 FIBERGLASS INSULATION W/ VAPOR BARRIER 0 5. 1' AIR SPACE PROVIDED BY BAFFLES AT EVERY ~ TRUSS SPACE ALL TRUSS MODELS U Gi W o 6. ICE SHEILD Cn s 7. 2x6 SUB FASCIA J 8. ALUMINUM FASCIA Q cl 9. VINYL VENTED SOFFIT 10. 3' COMPRESSION STRIP 7 -�\ } "' 11. DOUBLE 2x3 TOP PLATE STUD GRADE ON MATING WALL \ ~ o STRAP HDR 10 EACH RAFTER ` m \ pl 12. DOUBLE 2x6 TOP PLATE STUD GRADE ON EXTERIOR WALL 13. SINGLE 2x3 BOTTOM PLATE ON MATING WALL 2 14. SINGLE 2x6 BOTTOM PLATE ON EXTERIOR WALL 7 m az 15. 5/8' GYPSUM SHEATHING 12 1 2 a a ' 3 51 2,4 SPF/2 0 0 16. R-19 FIBERGLASS INSULATION W/ VAPOR BARRIER i M57 HANG REO'D WHEN 7 2.]MARRUCE WALL IS USED. 4 a 17. 2x3 SPF STUD GRADE MATING WALL @ 16' ; ; `, 4 5 Fv x� 6 \ `� m C 18. 2x6 SPF STUD GRADE EXTERIOR WALL @ 16' Ci a 19. 7/16' O.S.B. SHEATHING ON MATING WALL scE sPFgs� \\ / 1S SEE CALLS MANUAL 15 W LU fOR OPEN SPAN BEAM SIZE I,_ 0 20. 7/16' OSB SHEATHING ON EXTERIOR WALL 21, 4 4 4 4 10 o 21. AIR INFILTRATION BARRIER o \1 ` 12 w 16 x 22. SINGLE LAYER 19/32' O.S.B. FLOOR SHEATHING °O 6 - is la u R.A. OR P.E. APPROVAL STAMP 23. R-19 RIGID INSULATION ATTACHED TO PERIMETER !7) 0 u) 24. 2x2 LEDGER STRIP STANDARD �' _ 13 14 a `y \ \, wmAPPROVAL LIMITED TO 25. DBL 2x10 SPF #2 PERIMETER BAND , - 31 TOP OF SILL PLA E FACTORY BUILT PORTION 26. CAULK IN-FIELD s' raw 1 i 4 i o OCT 13 03 g z 27. 2x10 SPF02 FLOOR JOIST 16' O.C. i i i i m O z co 0 i N 9 m 1111111yPP//� LL FW- 28. R-19 INSUL. ENTIRE FLOOR INSTALLED ON-SITE , w �� /i� m OF 1-1 29, 1/2' DIA x 17' ANCHOR BOLTS WITH 15' i i 1��°O�ry K r EMBEDMENT IN CMU AT 6'-0' D.C. Q 30. 3 1/2' MIN. DIA. PIPE COLUMN , 4 1 v STEP B a m � N =_ 31. FIELD INSTALL SHEATHING STRIP ,'` ...r._: _ = o 131 , 32. 2x6 TREATED SILL PLATE 47 5 4 s A9 .` 33. 1/2' CONCRETE EXTERIOR PARGING COVER W/ BITUMINOUS COA NAIL OPTIONAL BSEMENT WALL INSULATION WHERE PERMITTED. NOTES. CAPE SECTION WITH FULL BASEMENTLIT 34. FOUNDATION WALL BY BUILDER. PLANS > ENGINEERED FOR 6' TO 10' THICKNESS 1. ALL FINISH MATERIAL FOR RAFTER AREA, INCLUDING TRIM, WALL GYPSUM, INSULATION, PLUMBING FITTINGS & FIXTURES, ETC., IS SUPPLIED AND INSTALLED BY THIRD PARTY APPROVAL STAMP 35. 4 MIL. POLYETHELENE VAPOR BARRIER BUILDER UNLESS OTHERWISE SPECIFIED. = : 36. 4' GRAVEL BED 2. ALL SHEATHING USED IS AGENCY RATED. (, w 37. 4' PERFORATED DRAIN TILE z 38. #4 BAR CONTINUOUS PES C0l�p 39. FOOTING TO BE 6' MIN. INTO UNDISTURBED OCT - 6 2003 SOIL (TYPICAL) a 40. 4' CONCRETE SLAB 41. 30*x3O'xl2' CONCRETE FOOTING APPROVAL LINKED TO � 42. 16•x16'x12• cMu FACTORY BUILT PORTIONI m 43. 2x8 CLG JOISTS @ 16' O.C. N CID,44. 45. 1/2' DRYWALL w cD a a z mI FT� 1'-0 3/16' 6 1/8' a iv -D �6 1/8' D D c- � I p tU N �0 M W O r X I m I V O \ X 2 p /�� r- m F- D 0 W G, D M d wCD9 1/s• 10° Ul f 7- D � � I T F7 r� a o W 9 5/16' a a -o t � F `A 7 s —� N 6 C co C z W -D I— ITI N C o D F7 x4 PF C4 ro �J 3'-5 5/16' N_ oN D f l 9 n W N v V A a N C) M D D X � � z 4'-5 Ln X r, I i —I N N ✓ d N z N a t7 X v x m z m m xr ro Arb N cu C � n 3'-5 5/16' a z _ X ru fU `- o �0 W 0:) ��Iltlllltlf!/// N CQ� D w C)v N y p --�-o Z � A sI:� 100 �� Cb r- T & pp l+ o > �a c C L r. G�yFF ra ��� o 9 w S113 ��% -0 q rn A 00 `n 0-0 MO o c' 03 D rn C� .. a, 00 b\ 0 ®M cm ®® z PAGE DATE: DRAWN BY: STATUS: 5/12 NON-STORAGE RAFTER BUILDER CUSTOMER 9/29/03 JRB APPROVAL 7'—6�� WIDE X 8 BOTTOMS M❑ULT❑N REAL ESTATE & CON SENTEI❑ CITY COUNTY STATE HYANNIS BARNSTABLE MA 5 PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD P.O. BOX 219 P BUILDING MIDDLEBURG, PA, 17842 90 24 40 B S PHONE (570) 837-1424 ORDER NO, SERIAL NO. FILE NO, SYSTEMS,INC. FAX; (570) 637-6133 13019 SERIAL P13019020) STATE APPROVAL STAMP U) 4-1/2"x1 1/2" 16 GA _J STAPLES EACH STRAP Q 26 GA 1 1/2"x27" 1 1/2"x12"x26 GA W STEEL STRAP GALV. STEEL STRAP 0 ® 48" O.C. - Gi S 4-1/2"xi 1/2" 16 GA z O w STAPLES EACH STRAP 4-1/2"xt 1/2" 16 GA STAPLE U N W LLJ w a TRUSS TO WALL ANCHORAGE OPTIONAL RAFTER TO WALL ANCHORAGE z N O U c� .. N W \ Q � mlj m cr 3 � � a a 0 0 M N 4-1/2"x1 1/2" 16 GA cv O� STAPLES EACH STRAP m a a Q 4-1/2"xt 1/2" t6 GA 1 1 2"x12"x26 GA a j STAPLES EACH STRAP / F m GALV. STEEL STRAP w J AT 48" O.C. 1 1/2"x12"x26 GA 4-1/2"xt 1/2" 16 GA Y GALV. STEEL STRAP STAPLES EACH STRAP AT 48 O.C. Q R.A. OR P.E. APPROVAL STAMP 4-1/2"xi 1/2" 16 GA U) STAPLES EACH STRAP CLG. PERIMETER BEAM Ul N r C G. CENTER BEAM TWO STORY - FIRST FLOOR CELING APPROVAL LIMITED TO TO BEARING WALL ANCHORAGE FACTORY EU;LT PORTION J ROOF ANCHORAGE TO MATING WALL OCT f003 9 Z co Z m w F, w 0 to d to U) A. �, dm c3 STENBE No. 4 v .� �I 2x4 FLAT 4-1 2"x1 1 2" 16 GA 4-1/2"xt 1/2" 16 GA I II 1 11 / / STAPLES EACH STRAP 3-3/8"x3" LAGS STAPLES EACH STRAP - I II I 16d NAILS ® 6"O.C. 1 1/2"x12"x26 GA 1 1/2"x12"x26 GA GALV. STEEL STRA THIRD PARTY APPROVAL STAMP GALV. STEEL STRAP AT 48" O.C. z w 4-1/2"xt 1/2" 16 GA 4-i/2"xt EACH 16 GA STAPLES EACH STRAP A NPR0VE D STAPLES EACH STRA I+ SJ PPS CORP OCT - 6 2003 W OPTIONAL TRUSS TO WALL ANCHORAGE a FLOOR PERIMETER BEAM APPROVAL LIMITED TO BEARING WALL TO FLOOR ANCORAGE AND CORNER CONNECTION FACTORY 6UII T PORTBON m N m 41 y U a a STATE APPROVAL STAMP 16d NAIL 12" O.C. (ON SI 0 Z 0 16d NAIL 12" O.C. (ON SITE) ) RIDGE .CONNECTION 7 SCALE: 3/4"=1'-O" 0 (%I LLJ o 5 2-16d NAIL INTO EACH RAFTER (ON SITE) _ Q 'o U .I w � U \ N M C7 4i \ H 2 RAFTER CONNECTION } m 7 SCALE: 3/4"=V-0" 3 a a 2-16d NAIL EACH TRU ON SITE)- 0 0 p N 16d NAIL INTO EACH RAFTER (ON SITE) N� m< ma 3/8"x 6" LAG SCREW 4' O.C. (ON-SITE) a CO CO W J Oc W 0 H w W Y Q 2-16d NAIL EACH STUD (ON SITE) R.A. OR P.E. APPROVAL STAMP a w 2 KNEE WALL CONNECTION APPROVAL LIMITED TO SCALE: 3/4"=1'-O" FACTORY BUILT PORTION 3 FOLDING OVERHANG _ 4 _ MARRIAGE WALL CONNECTION < b 7 SCALE: 3/4"=1'-0" 7 SCALE: 3/4"=1'-0" OCT ��� z 1/2"x 12" THREADED ROAD 4' O.C. (ON SITE) W Fa16d0 CAI ABOVE 2. PO SF WIND LOAD AALTER ATING SIDES (ON WS TEjRY JOIST `�``�`0111111111 /rj ''' a m Ali k �� '. 10" x 12" x 1d2" STEEL PLATE - V STENB a m WELDED TO COLUMN - G (12" PARELLEL WITH GIRDER) = NO 30*1 4-3/8" x 4" LAG BOLTS �O �! V � N�GP�4Q NAL 1 it THIRD PARTY APPROVAL STAMP MODULAR SET-UP NOTES, W 1. SEE PAGES 21 THROUGH 29 OF SET-UP MANUAL FOR 2MODULE ! 1 V ;�\��\��\�� SET-UP INSTRUCTIONS. - V \�/�\//1/1, 2. SEE PAGES 31 THROUGH 33 OF SET-UP MANUAL FOR 2 STORY Z \ \, (4 MODULE)SET-UP INSTRUCTIONS. - _ if 3. SEE PAGES 35 OF SET-UP MANUAL FOR 5/12 AND 7/12 ROOF 6" STEEL PLATE v, FED �l \�/\�/\//�//\//\// SET-UP INSTUCTIONS. WELDED TO COLUMN � \\\� PFS CORP VARIES 4. SEE PACE 41 OF SET-UP MANUAL FOR HINGE EAVE OVERHANG SET-UP INSTRUCTIONS. 4-1/2" x 9" ANCHOR BOLTS 00 \�OJOOOp O A 5 W w OCT — 6 2003 O O ° o0 0 0 / . oo�o \���� SEE PAGE 50 & 51 OF QUALITY ti i�`i�`i\i i�i APPROVAL LIMITED TO � o ASSURANCE MANUAL FOR FASTENING iFACTORYSILeOReI® SCHEDULE FOR PLANT BUILT ITEMS S TYPICAL BASEMENT WALL 6 FLOOR GIRDER .BEARING � 7 SCALE: 3/4"=1'-O" 7 SCALE: 3/4"=1'-O" a a 0 w Q 12-2 W Q o v. 9 v, o f J �WFT o w 3 o GFI u w ? 3 XL 9 CHIMES z CD 4 1 I I 1 1 CT > > J no a - --- - J I L i CT 1 GFI F T 12-2 N dS �a r —— o CU o 0 w I 4 ' ca I I L-===_ __� — 2 Q o w tZ 12 12-2 W j P4 z I I I 3 J 12-2 J I I T Q EDa 30 30 LJ I 1 I I 2 Q I I •• • I I - W BOX & BLOCKING 0 u I N 14-2 z o 4 I — — ———J BOX & BLOCKING 3 _j Q w I 4 2 I �p� 1 2 a zz I I I 3 W C7 = ti o 4 I G I Ill_-_ _J I4-2 0 y a w M `7TLJ3 TrL � u` 3 0 ~ BGFI I L--- - ------� �— ---- - I F - -- - --- -- --- - - -- - - -- - — 1 — — _ w cu MNT. 66' A.F.F-/SIS3 I I - z w v N S III I 3 _ NC"1 BOILER SWITCJ 8 4 E li I LTD —TIC_J.B. 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BOX 219 P BUILDING MIDDLEBURG, PA. 17842 90 24 40 B $ PHONE: (570) 837-1424 ORDER NO. SERIAL NO. I FILE NO, SYSTEMS,INC. FAX1 (570) 837-6133 13019 SERIAL P13019C120> PD o <<- . D pVER4y WRpN RNWY Zi+Y' n DR %= 1. InA r9 oppD O r r o i='� Am DA= OmC SSDIan pD ��F • cn vER wD'..U+t IWOI R+x �axA A m Ny N� �Ap zao n �r�n an aio a Tl MOM s umu t WOM a xooutE WOM m uopuu o�� m R$ I� p �z s Yn y'$ o oz ' ;: o ��p g g p z_ F_ �m� o 3 m - o rpom Da A �D imr�nA �a o N N�^ n� > a fn p y n ?+n y ym or �m na AA - n',ni z-c fTl --------------- --------------- --------------- c '" A f Q o N Ib o z o a x A >'rm•+ m m y-'z g o z D --------------- -------------r �ipao to ni jA D z oo�c �_ r xZ ASz m ?ci z> r9z y G� f_ _ _ _ _ moo o^ azA oa vuo c no a�^ c gym cF oa O - D fTl ?o m yz x ?� =zoo oa yvz zA oro so m> ? I 1 i 1 �.-, v o o r�z oo„A n 'Sla ao z� Zp coKc z,9„ �cz (n rT I I Cr1 I 1 ^: p o m� Ap o mi cz oonm pz az !^m- r- vAi O i I i i i I IS '^ 'a Iran F K� 2-.4Ro 0 pczi zo �p� o. 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C NppUll li ONRALL MOM W Nm O, I I I z (� RCR iupiNpUAL RppR vUN c D I I I D L----J I rn (n C I � � m VARIES PER INDIVIDUAL FLOOR PLAN D D � O m > -n y o < o ```�1,n u l i n,,,��� --i't7 < �� G v O O 'i = 1--av "L:ROm Xm C �� z WD� N Om 00 FF9 S�,a X e7 t 1 ,'��� ''�u,,,Slll����.�� Z O m w PACE: SUBMISSION: D DRAWING: TYPICAL FOUNDATIONS PROFESSIONAL 13 p 72 EAST MARKET STREET-P,O.BOX 219 P BUILDING MIDDLEBURG,PA 17842 DRAWN BY: ]DATE: SCALE: REVISIONS: BUILDER: VARIES CLIENT: VARIES B S SYSTEMS,INC. LM 9/29/03 VARIES W rU "Z x D Z 2 0 -7 r- o i C7 nn -4 zN m m A N D z0Z d z ti t7 N _ A E f'1 C4 -1 i--� to p n D D £ Z =rAi r�i < D A -4 A f'1.-• D I N 1 j z . • TI XMA D nZ -i r1 n \ M p � oW Z n < 1 0 O A � A 0 m N ---I 2 Z rn A D Z7 r d4 c s X tw i- z rV 1j m D r D < � I m N 7t d C N CIO < 90 w v n < W I A tj W cn D DO A z W I N o mI C c N I W W I £ N I I = N I fU I I I I W I rU I Z-i 7K I � N I rU W 0 3 D Z N rn £ f'l 0 -u 0-13 0 �1ti�1lfuuul���/'' O --4-0 O� ��� y 70 �O� a < < 0 J b T s _ Cad C r' O r N ®m cm X W rid aA 0 O m PAGE DATE: DRAWN BY: STATUS: 2842 — RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL PLUMBING DETAILS CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 14 . 1 PROFESSIONAL P.O. BOX 219 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD I F BUILDING MIDDLEBURG, PA. 17842 90 24 40 6 S PHONE (570) 837-1424 ORDER NO, SERIAL NO. FILE NO. SYSTEMS,INC. FAX (570) 837-6133 13019 SERIAL P13019C120> N D f'l Fri D m 70 L7 0 D f r m R 70 H n n £ ❑ n z I � I � I m � I IV I r�I I N I- I I \ I R; I IL I D d d DD C m m N V) D v OO --{r d r- Z DD D m -I �um C � � I � I I I I i I <C71 D rw <� I _ � I 7a Y t < Y C �C LI D 3 D � m �. - �> 0V - 00 cF a o m F9 �,� S113S .� : -q 00 PAGE; DATE: DRAWN BY: STATUS 2842 - RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL CITY COUNTY STATE 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA 14 . PROFESSIONAL 72 EAST MARKET STREET P.O. BOX 219 WIND SPEED WIND LOAD SNOW LOAD P BUILDING MIDDLEBURG, PA, 17842 90 24 40 9 S PHONE (570) 837-1424 ORDER NO. SERIAL NO, FILE NO. SYSTEMS,INC. FAX: (570) 837-6133 13019 SERIAL P13019C120> ✓f 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 "L" COPPER, CPVC PLASTIC IS OPTIONAL. 3. RODENT PROTECTION SHOULD BE APPLIED IN FIELD AT WATER INLET WALL PENETRATIONS. 4. ALL VALVES ARE GATE OR ANGLE TYPE. Q CONNECTION TO 1/2" 2" 5. ALL HOSE BIBBS ARE 3/4" NON-FREEZE TYPE OR DRAIN VALVE. ~ SHOWER HEAD CONNECTION T 1/ W SHOWER HEAD 3/4" AIR CHAMBER 6. WATER HEATER IS SHIPPED LOOSE AND INSTALLED BY BUILDER IN FULL BASEMENT. INSTALLED PLUMBING ACCESS ANTI-SCALD VALVE ANTI-SCALE VALVE CONNECTIONS TO BY FACTORY FOR CRAWL OPTION OR BUILDER MAY CHOOSE TO INSTALL ON SITE. PANEL ALL SHOWERS VANITY 4FR ALL SHOWERS 3/4"05" HIGH 7. NO PLUMBING IS DONE IN FACTORY BELOW 1ST FLOOR, CONNECTIONS BELOW FIRST FLOOR J o \ AIR CHAMBER \ PLUMBING ACCESS BY BUILDER. S \ \ PANEL 14" AIR 8. FIELD PLUMBING TO BE APPROVED LOCALLY & FIELD TESTED PER CODE BEFORE CONSEALING. a 1/2" AMBER 9 PLUMBING WALLS ARE NOTCHED OR DRILLED TO SUPPORT HORIZONTAL PIPING WHEN REQUIRED CONNECT TO SHUTOFF I 1 NOTCHING AND DRILLING OF STUDS MUST CONFORM TO APPLICABLE CODES. V) N TUB FIXTURE VALVE 1/2" 1 2" r= FINISHED / 3/4 10.EQUIVALENT FIXTURES & MECHANICAL EQUIPMENT MAY BE SUBSTITUTED IF NORMALLY z FLOOR 1/2" HOT HOT FURNISHED OR SPECIFIED EQUIPMENT IS UNAVAILABLE. X�� F WHO FINISHED �A�VTEOfF SHUT-OFF11. ANY VERTICAL COPPER TUBING TO BE SUPPORTED 4'-0" O.C. BY STRAPPING OR EQUAL. \ VALVE SH FINISHED FLOOR FLOOR FINISq QVA " 12. COPPER DISTRIBUTION SUPPORTS: AT THE BASE & AT EACH FLOOR NOT EXCEEDING 10'-0" COLD COLD FLOOR ON CENTER (VERTICAL). MAXIMUM EVERY 6'-0" (HORIZONTAL) 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) r WITH 1/2" SUPPLY FROM MAIN SERVICE TO INDIVIDUAL FIXTURES. 6 m g Z 2 J 15.FLOOR PENETRATIONS FOR SUPPLY LINES ARE TO BE FIRESTOPPED AND BLOCKED IN FIELD ¢ < TUB/SHOWER SHOWER HOT TUB/WHIRLPOOL/GARDEN TUB WITH MATERIALS EQUIVALENT TO CONSTRUCTION MEMBERS IT PENETRATES AND BE SUITABLE o TO PIPE MATERIAL. p>N 16.ANTI-SCALD AND/OR THERMAL SHOCK PREVENTING DEVICES SHALL INSTALLED IN THE WATER SUPPLY TO ALL SHOWER AND SHOWER/BATHING FIXTURES. x0 ma 17. HORIZONTAL COPPER PIPING SHALL NOT BE SOFT COPPER. IL 18. SUPPLY PIPING IN UNHEATED AREAS (OUTSIDE WALLS & CRAWL SPACES) SHALL BE a j CONNECTIONS. TO INSULATED BY BUILDER. THE MANUFACTURER SHALL KEEP PIPING OUT OF UNHEATED AREAS CD SINK FIXTURE WHERE POSSIBLE. PLUMBING FIXTURE ACCESS PANELS WILL BE PROVIDED PER w p CONNECTIONS TO 3/4" AIR WITH DISHWASHER APPLICABLE CODES. _p VANITY FIXTU CHAMBER SHUTOFF VALVES CONNECTION TO 1 2 OPTION ONLY 19 FLOOR JOIST NOTCHES MAY NOT EXCEED 1 6 OF JOIST NOTCH DEPTH AND MAY NOT OCCUR Y AND WASHER WATER CLOSET / " / HOOK UPS 1/2" IN MIDDLE 1/3 OF SPAN_ HOLES MAY NOT EXCEED 1/3 DEPTH OF JOIST AND MUST OCCUR y 3/4"x15" HIGH 2" IN FROM EITHER EDGE. 7/2" SHUTOFF R.A. OR P.E. APPROVAL STAMP SHUT-OFF 1/2" VAL AIR CHAMBER 20.SILL COCKS & HOSE BIBBS SHALL BE EQUIPPED WITH PERMANENT VACUUM BREAKERS. v~i VALVE SHUTOFF it 21.FUTURE VENT FOR BASEMENT MODELS TO BE CAPPED AND LABELED. SHUT-OFF VALVE 1/2" HOT VALVE 1/2" 22.FACTORY INSTALLED WATER HEATERS: SO GALLON OR 80 GALLON WHEN ENCLOSED AN r HOT ACCESS PANEL IS SUPPLIED. 3/4'• COLD COLD FINISHED FINISHED FLOOR g�9 FLOOR COLD HOT SHUTOF 23.ALL MATERIALS AND FIXTURES ARE IN COMPLIANCE WITH ACCEPTABLE STANDARDS. APPROVAL LIMITED TO -i COLD VALVE IN PLANT PLUMBING TO BE PLUGGED OR CAPPED FOR PROTECTION DURING TRANSIT. FACT I ORY ISUiLTr'OI�T ION o z FINISHED FINISHED FLOOR 24.ALL PLUMBING FIXTURES TO BE WATER CONSERVING. w z Ed FLOOR CONNECT TO 25.LEAD CONTENT IN SOLDER & FLUX FOR COPPER TUBE JOINTS SHALL BE LIMITED TO 0.27 OCT 2 03 LL LL N DISHWASHE 0 � y 26 WATERHOSE S ISAY SHUT OFF PPLIED) FOR REVERTS TOSTOBPRO R BATH SHALL POSITION & PROVIDES AE A DIVERTER THAT WHENVACUUM BREAKER WHEN \� "„" 'r'"� �°° IIL m m UNDER VACUUM (E.G. BATH SPOUT DIVERTER) OR SHALL BE PROVIDED WITH A VACUUM BREAKER. KU T q�yG rn 27.BATH TUBS & SHOWERS ARE TO BE LISTED/LABELED BY AN APPROVED AGENCY. c5 STEN13ER NO. 41 1 `°' BATHROOM VANITY CLOTHES WASHER WATER CLOSET KITCHEN SINK/DISHWASHER/DISPOSAL NOTES: Z-R \< N ��� 1. 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 1. CPVC PLASTIC HOT & COLD WATER DISTRIBUTION - ASTM D2846-90A. A VISIBLE AIR GAP AT FLOOR IN THE SAME SPACE AS 2. ABS PIPE AND FITTINGS - SCHED. 40 ASTM DI527-89 (R-1982 AND ASTM D2468-90. Z WATER HEATER. WHEN WATER HEATER IS ON FIRST OR TEMPERATURE & 3. ABS CEMENT - ASTM D2235-88. ) �����`���SECOND FLOOR A PAN SHALL BE PROVIDED & ITS DRAIN SHUT-OFF PRESSURE RELIEF 4. PVC CEMENT - ASTM D2564-91. CORP SHALL PIPE BELOW FIRST FLOOR (DRAIN RPOVIDED IN VAL VALVE 5. PLASTIC TUBS: ANSI 2124.1 - 1987 t FS COW PLANT FOR SECOND FLOOR UNITS). DRAIN SHALL PIPE 6. PVC PIPE AND FITTING - ASTM D2665-91B AND ASTM D2466-90A & DISCHARGE INDIRECTLY TO A HAZARD FREE POINT. FINISHED SIZE TO MATCH COLD FLOG 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, 3/4" HOT SUPPLY B. STAINLESS STEEL FIXTURES: ANSI A112.19.3-1987. OCT - 6 2003 9. VITREOUS CHINA FIXTURES: ASME ANSI A112.19.2M-1990. N BATH OR TOILET ROOMS. PROVIDE DOOR ON PANEL 3 4 COLD SUPPLY ACCESSIBLE 10.TEMPERATURE AND PRESSURE RELIEF VALVE 150 PSI AT 210" F AGA CGA LISTED W LARGE ENOUGH TO REPLACE HEATER. DO NOT PLACE / " SHUT-OFF VALVE ANSI Z21.22-86, ACCESS THRU CLOSET. SPACE FOR WATER HEATER ii. SOLDER ASTM B32-93 � SHALL BE PROVIDED IN PLANT. INSTALLATION SHALL BE FINISHED 2" MIN. 12 ANTI-SCALD SHOWER CONTROL VALVE - ASSE/ANSI 1016-79 APPROVAL 1-1��ITED T®�` PROTECTED FROM FREEZING. PAN A�TC-Ry z FLOOR AIR GAP 13.SEAMLESS COPPER WATER TUBE TYPES K,L,&M - ASTM 888-86A �+ y ��jll PORTION o DRAIN TO NON- FINISHED 14,PLASTIC LAVATORIES - ANSI Z124.3-86 - cn w 4. VACUUM RELIEF TO BE PROVIDED ON COLD WATER SUPPLY HAZARDOUS 3"xl 1/2" I I WHEN FIXTURE OUTLETS ARE LOCATED BELOW TOP OF THE LOCATIO REDUCE FLOOR 15.FLUXES - ASTM 8813-97 m HEATING UNIT 3/4" INLET > N m TYPICAL WATER HEATER INSTALLATION WHEN WATER PRESSURE RELIEF LINE - HEATER IS NOT INSTALLED IN BASEMENT AT FINISHED FLOOR /� L1 J U a � a 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 DISPOSAL SYSTEM. VI TO 3" VENT •--� TEE TEE TEE TEE 1/4 BEND 4. PVC-DWV PIPE SUPPORTS: AT BRANCHES. CHANGES IN DIRECTION AND AT THE BASE, — THRU ROOF EACH FLOOR AND MID STORY (VERTICAL) MAXIMUM EVERY 3'-0" AT THE END OF Q TEE—_ - - - - - - - - BRANCHES, AND CHANGE OF DIRECTION OR ELEVATION. 4" MINIMUM MAIN WASTE TO SEPTIC (BY BUILDER). ~ L.tJ 5. PLASTIC PIPE SHALL NOT PENETRATE FIRE RATED ASSEMBLIES INCLUDING FLOOR/CEILING. � z PIPING SHALL BE FIRESTOPPED WHERE REQUIRED BY CODE SAN-TEE WITH MATERIAL EQUIVALENT TO CONSTRUCTION WHICH IT PENETRATES & BE SUITABLE TO 5 WASHER (DOUBLE SAN-TEE KITCHEN SINK PIPE MATERIAL C.M.R. 734 BOX WITH BACK-TO- SAN-TEE Z BACK FIXTURES LAVATORY I EXCEPT WATER I 6. EACH DWELLING UNIT SHALL HAVE ONE MAIN 3 INCH MIN. STACK FROM BUILDING DRAIN vi (FIXTURE INSTAL- z X CLOSETS) CONTINUOU TO ABOVE ROOF. m LATION ON VENT SAN TEE-,,""", < WASTE 12 ui Z STACKm LAVATORY P-TRAP 7. ALL TRAP ARMS MUST BE SUPPORTED WITH 3/4" MINIMUM BEARING.' a LAVATORY TAIL PIECE FOR 00 (BACK-TO-BACK OVER FLOW AND WAS J N f3 _4 WET VENT THRU a INSTALLATION IT "- B. ALL PLASTIC PIPE MUST BE SUPPORTED AT INTERVALS OF NOT MORE THAN 4'-0" ONE D.F.U. ONLY I u 4, 1 HORIZONTALLY INSTALLED PLASTIC PIPE UNDER 2" SHALL BE SUPPORTED AT 3'-0" � P-TRAP J�>' TUB/SHOWER INTERVALS. VERTICAL PIPE SHALL BE SUPPORTED AT 4'-0". o \4 WATER STAND PIPE P-TRAP OR WHIRLPOOL P-TRAP CLOSET __ _____ _ SHOWER P-TRA _ _ OPTION __ 9. BASEMENT MODELS SHALL BE PROVIDED IN FACTORY WITH A 2 INCH VENT TO BASEMENT /T STUBBED BELOW FIRST FLOOR, THEN CAPPED & LABELED. BASEMENT VENT MAY BE DELETED a m FINISH / — — — — WHEN CLOTHES WASHER IS ON FIRST OR SECOND FLOOR (REQUIRED IN MA AND NH). FLOOR J SAN—TEE SAN—TEE 10.HORIZONTAL TO HORIZONTAL & VERTICAL TO HORIZONTAL DRAIN CHANGES IN DIRECTION } LONG TURN CLOSET FLANG 1/4 BEND 1/4 BEND 1/4 BEND SHALL BE 45 DEGREE WYES, LONG SWEEP ELBOWS, LONG SWEEP TY'S, 6TH., v m g LONG TEE WYE & 1/4 BEND SWEEP p-TRgp LONG SWEE P-TRAP LONG SWEEP 8TH. OR 16TH BENDS, APPROVED COMBINATIONS OF THESE OR EQUIVALENT LONG SWEEP z z FITTINGS. SHORT SWEEPS PERMITTED IN SINGLE BRANCH HORIZONTAL TO VERTICAL < < CHANGES IN DIRECTION & ON 3 INCH OR LARGER. o 0 1/4 BEND 11. DISHWASHERS CANNOT DISCHARGE INTO GARBAGE DISPOSALS. rn$ N LONG TURN WYE WITH LONG TURN 12.TRAPS SHALL BE PLACED AS CLOSE AS POSSIBLE TO FIXTURE OUTLET. MAXIMUM x DOUBLE 1/4 BEND SEE NOTE 10 1/8 BEND TEE WYE VENT EXTENSION LENGTH FROM FIXTURE OUTLET TO TRAP WEIR IS 24" m a 1/4 BEND - - _LONG TURN — 13. INACCESSIBLE TRAPS SHALL NOT HAVE UNIONS, CLEANOUTS OR SLIPJOINTS. ACCESSIBLE Q w TRAPS SHALL BE REMOVABLE WITH UNION IN TRAP SEAL OR HAVE CLEANOUT OPENING a D PIPE INCREASER SAME SIZE AS TRAP. w w REDUCER (OCCURS w U MIN 12" BELOW 14. ALL HORIZONTAL VENT BRANCH PIPING SHALL BE LOCATED A MINIMUM OF 6" ABOVE Fo ROOF; 24" RI) THE FLOOD LEVEL Of THE HIGHEST FIXTURE IN THAT BRANCH. g HORIZONTAL TO VERTICAL AND VERTICAL TO HORIZONTAL CONNECTIONS � (SEE NOTES #10) 15.MAXIMUM DISTANCE OF FIXTURE TRAP WEIR TO VENT SHALL BE: Y 1 1/2" PIPE = 3'-6"; 2" PIPE = 5'-0"; 3" PIPE = 6'-D" a 16. PLASTIC PIPING SHALL BE PROTECTED WITH 1/16" (15 GAUGE) STEEL PLATE WHEN PIPE R.A. OR P.E. APPROVAL STAMP fn PASSES THRU WOOD MEMBERS LESS THAN 1 1/4 INCHES FROM EDGE OF MEMBER. 17.DWV PIPE IS SIZED ACCORDING TO FIXTURE LOAD. APPROVAL LIMITED TO n 18 NOFITTE TO BACK HORIZONTAL TO VERTICAL FITTING TO BE LONG TURN (DIRECTIONAL) FACTORY BviLT PORTION ION DOUBLE FfXTUR DOUBLE WYE WYE WITH LONG TURN FITTING WITH t/8 BEN 1/8 SEND 7EE WYE 19. MECHANICAL (AUTO) VENTS ARE DISAPPROVED. oV 1 2OO a U O 20.FIRST FLOOR FIXTURES SHALL CONNECT INTO HORIZONTAL BUILDING DRAIN MORE THAN 10 PIPE DIAMETERS DOWNSTREAM OF STACK BASE & NOT CONNECT INTO SECOND FLOOR co z DRAIN STACK. �````,`O1t111111(1,lop* LL 0 Lu 1/4 BEND ```` cr 1/8 BEND SHORT SWEEP(LONG SWEEP OR TYPICAL HORIZONTAL TO HORIZONTAL CONNECTIONS. THESE FITTING 21 CODEA902.1BLE 1VAAND LOCAL TER MINSPECTOR.SHALL BE DISINFECTED BY SITE BY SITE BUILDER FOR NYS `a`���0���(,t�jH 0 M.Q.(�9�i��'' d m SEE NOTES) WILL BE USED TOGETHER OR INDIVIDUALLY TO DRAIN FIXTURES IN KU T �y COMPLIANCE WITH STATE CODES (SEE NOTES #10) 22.WHEN REQUIRED BY CODE A 3" VENT FOR RADON REDUCTION SYSTEM IS REQUIRED BY CODE (APPENDIX F OF 1995 CABE CODE) AND THIS SHALL BE A SEPARATE VENT FROM THE HOUSE U S7 E�r�B DWV SYSTEM. _ ` ERG Z d m 23.AIR ADMITTANCE VALVES MAY BE USED AS AN OPTION IN ALL STATES EXECPT N.Y.S. AND M A NO. 4113 V � 11/2" ,��C` N\GP��� pqt EN TUB OVERFLOW VENT �\ DRAIN 2" VENT 1 1/Z" VENT DRAI 2" K`/ LONG TURN DRASHOWER VANITY 1 1/2" 1 1/2" FINISHED LONG TURN \\ -1/8 BEND DRAIN j FLOOR 2" FINISHED FLOOR SAN. TEE TUB DRAIN SAN. TEE FINISHED. DRAINS TO 2" 2" TRA THIRD PARTY APPROVAL STAMP FLOOR NON-HAZARDOUS 1 1/2'• FINISHED FLOOR LOCATION I TRAP iICO z Ae'�' or 1 1/2" TRAP FINISHED FLOOR WASHER/WATER HEATER PAN USED.WHEN CRAWL 2" TRA �, � TUB/SHOWER CLOTHES WASHER ON ACE R USED WHEN EITHER IS INSTALLED SHOWER BATHROOM VANITY PFS CORD OOR 3/4" DISHWASHER DRAIN O - 2��3 LOOPED HIGH AND INSTALLATION AND WEATHERPROOFING 1 1/2" VENT 3" MAIN VENT SECURELY FASTENED PER MANUFACTURERS INSTRUCTIONS & W.C. VENT N TO COUNTER OR WALL 3- VENT OR AIR GAP BRANCH VENTS APPROVAL LIMITED TO a ,18 MINIMUM SAN AS REQUIRED FACTORY BUILT PORTION > GARBAGE 18"-24" REQUIRED Foil MA) SINK DRAINS SAN. z DISPOSAL ® 2" VENT FOR DISH- 2 AIR GAP TEE FUTURE BASE- o WASHER SAN. TE MENT FIXTURES L Wo SAN. m 2" P-TRAP AIR GAP FINISHED DISHWASHER TEE N m FITTING FL00 1 1/2" DRAIN LINE FINISHED WYE-BRANCH 2" TRAP FLOOR N FITTING i 4Ln KITCHEN SINK/DISHWASHER/DISPOSAL VENT THRU ROOF DETAIL KITCHEN SINK/DISHWASHER/DISPOSAL WATER CLOSETS & MAIN VENT a �. STATE APPROVAL STAMP 2x4 EXTERIOR WALL: R ®NSUL. R ® FRAMED EXPOSED ROOF/CEILING: (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C.) AREA AREA R ® INSUL. R ®FRAMED INSIDE AIR FILM 0.68 0.68 R-30 9" AREA AREA 1/2" GYP.j 1/2" GYP. BD. 0.45 0.45 F.G. INSUL. INSIDE AIR FILM 0.61 0.61 R-13 F.G. R-13 F.G. INSUL. 13.00 0.00 W INSUL. 2x4 FRAMING 16" O.C. 0.00 4.38 OUTSIDE AIR FILM 0.61 0.61 45 4" VINYL 7/16" RATED SHEATHING 0.57 0.57 (1) LAYER (1) LAYER 1/2" GYP. INSBD. 0..0 0.3 (1) LAYER R-30 F.G. INSUL.30.00 18.33 7/16" RATVINYL SIDING 0.00 0.00 1/2" GYP. 2x4 FRAMING 16" O.C. 0.00 4.37 0 OUTSIDE AIR FILM 0.17 0.17 "R" VALUE 31.67 24.37 W SHEATHING 2x4 BOTTOM "R" VALUE 14.87 6.25 16" D.C. CHORD 16" D.C. (.031'.90)+(.041'.10) OVER ALL "U" = 0.032 (.067•.90)+(.166'.10) OVER ALL "U" = 0.077 OVER ALL "R" = 31.25 (, Z OVER ALL "R" = 14.00 o 5 w z � x4 EXTERIOR WALL: WITH T-1-11 R ®INSUL. R ® FRAMED EXPOSED ROOF/CEILING: NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C.) AREA AREA R ® INSUL. R ® FRAMED - vi INSIDE AIR FILM 0.68 0.68 AREA AREA 4 1/2" GYP. BD. 1/2" GYP. BD. 0.45 0.45 R-38 12" Q a z 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" 7-1-11 0.77 0.77 (1) LAYER 1/2" GYP. BD. 0.45 0.45 / VINYL SIDING 0.00 0.00 (1) LAYER (2) LAYER R-19 F.G. INS. 38.00 26.91 2x4 STUD ® OUTSIDE AIR FILM 0.17 0.17 1/2" GYP. 2x4 FRAMING 16' O.C. 0.00 4.37 z m 16" O.C. R" VALUE 15.07 6.45 2x4 BOTTOM R" VALUE 39.67 32.95 (.066•.90)+(.155'.10) OVER ALL "U" = 0.075 CHORD 16" O.C. (:025•.90)+(.030'.10) OVER ALL "U" = 0.025 OVER ALL "R" = 13.33 OVER ALL "R" = 40.00 i � m � 3 J 2x4 EXTERIOR WALL & 3/4" POLYSTYRENE: o 0 (NOT APPLICABLE TO PART 5 OF N.Y.S.E.C.C.C. R ® INSUL. R ® FRAMED FLOOR (R-19 INSULATION): W/ ELECTRIC HEAT) AREA AREA R ® INSUL. R ®FRAMED 19/32" RATED c� 1/2" GYP. BD. r� INSIDE AIR FILM 0.68 0.68 SHEATHING AREA AREA X RATED SHEATHING 1/2" GYP. BD. 0.45 0.45 m aa. SHEATHING 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 cr INSUL 7/16" RATED SHEATHING 0.57 0.57 R-19 F.G. INSUL. 19.00 0.00 � 4" VINYL SIDING 3/4" POLYSTYRENE - 4.00 4.00 R-19 F.G. 2x8 FRAMING 16" O.C. 0.00 7.81 w 3/4" POLY- VINYL SIDING 0.00 0.00 INSUL. OUTSIDE AIR FILM 0.92 0.92 ¢Cal STYRENE OUTSIDE AIR FILM 0.17 0.17 2x10 JOIST "R" VALUE 21.66 10.47 vy 2x4 STUD ® "R" VALUE 18.87 10.25 16" O.C. w 16" O.C. (.0349'.90)+(.0852.10) OVER ALL "U" = 0.051 ¢ (.051'.90)+(.092•.10) OVER ALL "U" = 0.D56 OVER ALL "R" = 19.61 a OVER ALL "R" = 18.01 R.A. OR P.E. APPROVAL STAMP 2x6 EXTERIOR WALL: R ® INSUL R ® FRAMED FLOOR (R-30): AREA AREA APPROVAL LIMITED TO R ®REAUL. R ®AREAED FACTORY BUILI PORTION 112" GYP. BD. INSIDE AIR FILM 0.68 0.68 T 7/16" RATED 1/2" GYP. BD. 0.45 0.45 19/32" RATED SHEATHING R-19 F.G. INSUL. 19.00 0.00 SHEATHING INSIDE AIR FILM 0.92 0.92 OCT O z R-19 F.G. 2x6 FRAMING 16" O.C. 0.00 7.14 19/32" RATED SHEATHING 0.82 0.82 13��(� N z co INSUL. 7/16" RATED SHEATHING 0.57 0.57 R-26 F.G. INSUL. 30.00 0.00 Y 4" VINYL SIDING VINYL SIDING 0.00 0.00 2x10 FRAMING 16" O.C. 0.00 9.09 LL F OUTSIDE AIR FILM 0.17 0.17 O to OUTSIDE AIR FILM 0.92 0.92 �%%J1111111!1� o y 16" O.C.D ® (p48'90)+(.103•.10)LUE20VER ALL "U" = 0.51 INSUL. F.G. R" VALUE 32.66 11.75 1 ,a M� ,,���� d m N OVER ALL "R" = 19.68 2x10 JOIST (.0306•.90)+(.0852'.70) OVER ALL "U" = 0.036 �� 0` K q�y� 16" O.C. OVER ALL "R" = 27.73 T STEA m= dm SEE 2x6 EXTERIOR WALL: WITH T-1-11 R ®REAUL. R ®AREAED NOTES: NO. 4 31 cn A 1/2" GYP. BD. INSIDE AIR FILM 0.68 0.68 t. IF ELECTRIC HEAT IS INSTALLED: 2x6 EXTERIOR WALL CONSTRUCTION WITH FOAM SHEATHING AND R-24 FLOOR INSULATION MUST BE USED TO COMPLY WITH PART 5 OF N.Y.S.E.C.C.C. hA N R-13 F.G. 1/2" GYP. BD. 0.45 0.45 ' INSUL. R-19 F.G. INSUL. 19.00 0.00 2. PART 6 OF N.Y.S.E.C.C.C. MAY BE USED AS AN EXECPTION `��6js/�rJ�L ����'�``,`� '•' 2x6 FRAMING 16" O.C. 0.00 7.14 5/8" T-1-11 0.77 0.00 •..• ` 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 0.17 0.17 WILL BE PROVIDED TO THE LOCAL BUILDING OFFICAL. THIRD PARTY APPROVAL STAMP 2x6 STUD ® "R" VALUE 21.07 8.44 16' O.C. 4. ALL HOMES MUST COMPLY WITHAPPLICABLE ENERGY CODES (MEC V FOR MA, NH AND VT) (.048'.90)+(.118'.10) OVER ALL "U" = 0.050 APPROVED /�® w OVER ALL "R" = 19.81 PFS CORP � 2x6 EXTERIOR WALL & 3/4" POLYSTYRENE: OCT m 6 2003 R @ INSUL. R ®FRAMED AREA AREA N w 1/2" GYP. BD. INSIDE AIR FILM 0.45 0.45 pph� e�l�� �� I";" p, '$/, 7/16" RATED 1/2" GYP. BD. 0.45 0.45 A P' 1 A 1�.D 9 O SHEATHING o y�� a,�^yNa ,-19 F.G. INSUL. 19.00 0.00 �� �� .�pL P�.MIt a� V o R-19 F.G. 2x6 FRAMING 16" O.C. 0.00 7.14 INSUL.. 7/16" RATED SHEATHING 0.57 0.57 4" VINYL SIDING 3/4" POLYSTYRENE 4.00 4.00 m n 3/4' POLY- VINYL SIDING 0.00 0.00 m STYRENE OUTSIDE AIR FILM � 0.17 Ln 2x6 STUD ® "R" VALUE 24.87 13.01 '^ 16" O.C. Q0 (.039C90)+(.073'.10) OVER ALL "U" = 0.042 ,� OVER ALL "R" = 23.68 a a ----------------- Permit Number ----------------- REScheck Compliance Certificate Checked By/Date Massachusetts Energy Code REScheck Software Version 3 .5 Release lb Data 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 >> Maximum UA = 225 N co �Oc Your Home UA = 203 `y i M � ' �""D r c>a 9.8% Better Than Code (UA) zAX -� nM Gross Glazing %F9 S11�s ,',.,� � Area or Cavity Cont. or Door 00 Perimeter R-Value R-Value U-Factor 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 0, 160 Door 3 : Glass 40 0.360 Floor 1 : All-Wood Joist/Truss:Over Unconditioned Space 1 155 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 heating load for this building, and the cooling load if appropriate, has been determined using the appIicab q- &tan Design Conditions found in the Code. The HVAC equipment selected to heat or cool 1 -11 the buil , ein.g. shall ben greater than 125% of the design load as specified in Sections 780CMR 1310 and J4.4. -4 -0 0 o Builder/M,61,iger_--nn -------------------------------------- Date C_ �' --------------- ic: },a� ®. - o® PAGE: SUBMISSION DRAWING: 8 D PROFESSIONAL M E C C H E C K 1� � c��'� 72 EAST MARKET STREET•P.O.BOX 219 F BUILDING MIDDLEBURG,PA 17842 DRAWN BY: DATE: SCALE: REMSIDNS: B S BUILDER: VARIES VARIES SYSTEMS,INC. r mI I I wj!j1j1jimm g"mm m m b222222"s2222222222'sY22.F� Faaa � s � ' � g � a '1eae �n € eas = $ PC A T�l Y � � � Y " M <rr" " " " " d MYg aaxxxxxx R � YugYg � y # � : " xYaxxuxxxxxxeYYaggYYCYx -5•�•�:�3 5 S�g�v"9 8 d d d • �_ _s�g 3 g 5 s 5 g p t3"3e3 fi g= e L L : L 5 - = "v Y a L 5 _ c � N q � x - ' a o � L _ c •9��,, g5 e' p A :R ` '; '' a "ro R< t ; N g r § y t Y S Y n w Y F E x L B k x w k k k k "v4 6 sa w : scc4 ya ;u wksx :tdcYwksxkac z N xYs C� € a � � e � aaaea ? � � ac7N ? d s � � sa � s3 : `sCgr � c � Ra E o ie iR p• d "RnY"s "YY n '+ = KF G G 4 Y R $ s s " u 5 d ° P a 7 S u "a An c c c { � � 5 5 ; L " La � s � � aac � a " a3 �s t t t [ [ [ z = I FIT i bkbkbbabkkkkkkkkkRRRkkkkkPC gkbkkkk4kkkkkkb4 $ RxRkkkkkF F 5 - k � a8k8 � k8 `s � � x � s � R � 88k � 88 � � RR � hg6 !'I n I N ry N N 9 ie IY "s 3 a a x e ? 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NZm mZ p N ; z z phi nSrZr+n o^ xcs xsNawks sx s o xcskxskkk csxgs g o z poSmAo <�� Nm ea eae Raaw � aaes , R N Es : ao sLyE ° " } E g� Noz� O c� Z D o z a'li^ z ;c x o o S czi e Y e re R s Han K $ n C R g g Y Y Y Y Y Y E _ o c i m A pp $N S " it = z z m m N o g J z z D �c�-+ DCN n ' s � A�N�>z A N'0' D A A a O E G ' S „ L" •� : G 6 [ 3 ; D € i { F v a a a o i i i I € i [ i i b 1 L Y C v A� o N y N Y Y Y Y Y Y Y a 4 Q A Y Y Y z GZ'f �D m 2 � C A m^W pZ� O�OZC A R Y ry ry ry pA � r 1/DI NO {P ZA V: rIDO t OSV xmf')r N mlOi,O Z4'��Z A N O A Z A A O 0 W 4 N M x n N N 4 F _ _ L N = ° s G x x o % �• y o;mA ��=r5. o `N•'Ni ����� n e J Y e " e a Y fcm$ o-"+y a NNg o N nm Z D N C o' �a O r �p � �mZO X IN/1 2 OVA ;n�AO 3: • : ry b c V L V c `A"A�m o N v Axrp �mko„ � y 9 b9R RRkRRRRRRkRkxRRkRF '� gkk >tSS34ffikUbaak � '� '� `3 �3 `F �s N—zSi a xng zz z N DT �m�mo n Zs;m z m s > Dmcai o"'o� z _az-+ aim in r A z{p m o e R k B x 8 8 8 B k k 8 """. .Y JI g " y .Y IS " S .h g B "s 02 k 8 " v ""In •�W m D n a V ?�p A O m t h t t t h t t h h h R R R h t h h h t h h h t t t 8 A P�DA �mD 2N O - m N y N A m S S O f O `5 Z O VZi c t O O iox zzz a gy3 Z Z D p A Z a ^ N P D�z mnm Yp > a m 0, ry U r.l ry N 2 A N D O D Am D D A U � D D O < 0 11111i�l11list///� D � r D>� O N , > � a �D � e � Ln < C-) > ' FF9 S��ao° 0 m 0 � —"G N < o f 0m w00 PAGE: SUBMISSION: D DRAWING PROFESSIONAL DOOR AND WINDOW SCHEDULES 18 Q BUILDING 72 EAST MARKET STREET-P.O.BOX 219 P UILDING MIDDLEBURG,PA 17842 DRAWN BY: DATE: SCALE: REVISIONS: BUILDER: VARIES CLIENT: VARIES B S SYSTEMS,INC. LM 9/29/03 3/16"=1'-0" Fri D F- D n C D —i 0 z D �7 F9 t:) Z FTl td D C7 3 C m /7 N m Fri Tr I I Z j j - m I I I I D I I I I m t7 I I I I � N I ' 3 • n O�7 f'l D =1 m tj /) F--- F--- , I II I D I II I z d z D c-� 0 d D IT"--- --� Z n xwrrlEa�T��rgr+in�A II I O wc m�AAcri�oz"crioEl pyS2-�Zr�rA ' Z: II A r r o ED r a££ £r II I r O fTl Vi Vi :O fa-m ❑ dvN �vv0D�r- �� lL--- --U A D II u u 11 A u 11 II II a u u II = v�O N ID W 0 01 CD N W II D TI N�JN�o�O fUo�N �N�Ln A WI N O N I O • `V D OZ F- O L 3� I I D 1001, L----__J a n a 2 0 = F�► ca D 0® r Z WD e Cr `I fV m ' O 2 W ~ A f MIS F9 q O I 0® 2 PAGE: DATE: DRAWN BY: STATUS: 2842 - RANCH BUILDER CUSTOMER 9/6/03 ALA PRELIM MOULTON REAL ESTATE & CON SENTEIO 9/25/03 ALA FINAL CITY COUNTY STATE �1 ��'11 9/29/03 JRB APPROVAL HYANNIS BARNSTABLE MA U �stl PROFESSIONAL 72 EAST MARKET STREET WIND SPEED WIND LOAD SNOW LOAD .JJ P.O. BOX 219 BUILDING MIDDLEBURG, PA, 17842 90 24 40 B S PHONE: (570) 837-1424 ORDER NO, SERIAL N0, FILE NO. " SYSTEMS,INC. FAX: (570) 837-6133 13019 SERIAL I P13019(120) s a � S V S OKE DETECTOWEVIEWE BARNSTAB E BUILDING DEPT. DATE FIRE DEPARTMENT DATE ---- Oaf BOTH SIGNATURES ARE REQUIRED FOR PERMITTING A IMPORTANT 4C �' ANY CONSTRUCTION THAT INCREASES LIVING SPACE -� I j BEYOND 1200 SQ. FT. PER LEVEL MAY REQUIRE THE T-iL J. tcv� ar>LR INSTALLATION OF ADDITIONAL SMOKE DETECTORS. T? NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE INSTALLATION OF SMOKE DETECTORS if -THE ELECTRICAL + - PERMIT DGES NOT SATISFY THIS REQUIREMENT. I. I.!..'.I i r ` " t DATE 508.428.6191 v ---- 1 - J, @ustom • �.�. t - — - o esigns I — I rnpydyht®2004 All Rights TR``"C��•PAnBd -r — _ Tdlx.lAtptE�AkEJ� pr _ Reserved -rxrTc"t— I , t , t � VI Y ` Preom,nary plans and layouts by CIC.D.are for the use of their customers only Any ocher use is strictly prom Dice AMMI ' I J I' I I >T—F E DATE_ 508.428.6191 t - --- - -- --- Ifle evi i n Stom es igns ly pyright®2004 UIT ii .zh5cow— Rights 244G�-_ served l ' - I i - h S e ' Pr timinary plans and layouts by DC.D are for the use or their customers only.Any other use is st TICGy prohitlite n �t 42.o- a195r ,�w tt - I 1 N� 4•+TLL`CD:-w:.SLAB - - —h I: 3 - SrALE DATE N �A�z�cnn;EJS3!!11]F�sthc O� . /S. 0 i d'Tpt.W0.iAS ON t•4`XT � TIK.DYED FT'G, r 4a^w�a-brmcv--`wc�— 7� / \ 508.428.6191 r� lb _ nevi i n / Custom o esigns copyright®2004 -_ .. '_r..14-z". - AIIRghts . ... .CY•. 4 Reserved ... .. .__.._._.__ IV i �6. r ----- J,(- 13, 6 - , V i Preliminary plans and layouts by .,.Dare for the use of their customers only.Any other use is strictly prohihite i I 0' 3.3, 6.0_ h / LP r1 - V N :"t�El�l:00>`� - - - _ -- �`— r _-- gEfJRCYJM_ 1 tit '- -- � / f9•s•• 51 0• _ I1cCEsf \ ',I N � . y �.. tt i O O & SV7 c,LP \\ DATE B O / / 508.428.6191 � c_.�,. � - I a .. "�•����� / o Devlin m Custom (Resigns Ali • \ �':� z} N �eserveA l i l r Is Preliminary plans and layouts by Oc.D.are for the use of tnerr customers only.Any other ule is strictly ptohibite i hi""SktSs2�o4i-2�ria_actTfi�S-----—_ i - r - -Sr4"?Y-S-S�.KLc7CR_.:.__ i� g•,-1~_c fiJ--6UECRPUGK._—__ —._ -�eYEQponae ��� i GATE I all. I 508.428.6191 .�� R Ftl — � evl i n TrH 1T1 11 aT.......11 -11n----1.... .. ITT I f - - Custom (lesigns copyright®2004 --- /\ �r All Rights Reserved .............. rT _ " • fir -- -�'tk�olbTs=arnc'L��f�4vuoex ni�rentlnoly£=--:.- .. t 3 •• T ,. 11 elim.nary plans and layouts by D.C.D are for the use of their customers only-Any other use is strictly prohibite ,l z - I I lTill j i� Cq it DATE 508.428.6191 i \ a eviin @ uststom designs copyright 02004 All Rights Reserved i I 3 5 E , I C _ Pr ellmtnary plans and layouts by OC.D.are for the use of[heir customers only.Any other use is stn[tly Prohi bite I HAMILTON HOMES S 0 DETECT S REVIEWE HYANNIS,MA f �J � 6 BARNSTABLE BUILDING DEPT. DA srtE 380 FIRE DEPARTMENT DATE PITCHERS BOTH SIGNATURES ARE REQUIRED FOR PERMITTING WAY 0. 24'-0`A i 6`WALL 1._ 23'-6'® 12' WALL 15 REBAR 24'x24• AacE FIRM L A CORNERS ® 12' — — — — — — — — — — — — — — — — — — — -•- — — PROPOSED SLAB #4 REBAR ®I TURNING MILL _ _ I . . . . . . . . . . . . #a REBAR CONSULTANTS,INC DEVELOPERS, ENGINEERS 2'-6 4'-0 9'-2' — — — — — — — — — — — — — — — — — —_ — A 11, O.C. AND CONSTR,l soon.UNIT a ERS 66 ACCESS OPENING AIR VENT •� I EXISTING 4'-0' P'o BOX Liao,BSNMC9,VA azaea OPENING I #5 REBAR 24`x2•:' I I #4 REBAR FOUNDATION Mwl eef.we-rc Iwo)mra.e 5'-5' I i L 9 CORNERS t I I O 12'O.C. W� SRE ADDRESS 1'-0' � — - - - - — - - - - --j : #3 TIES I I / V-0- A 12• 10' 380 PITCHERS WAY —4 — — — — — — — — — — — — — — I 1'-4' / r-4- 11'-4• _ _�{ 10• —0 HYANNIS,MA I I 2_0 2 5 ' ` I I 2' PROPOSED GRADE 9'-115• 9'-10• I I I I 24'-0' 8 I I I I SUBMITTALS EXISTING 23'-10' FOUNDATION 10• I I I WALL 4,-4- _ 1'-4 A 07/29/04 ISSUED FOR CONSTR. / 14'-6' PROFESSION�L�'S7AMP ^,, W-6. i i I I s-e IA OF �Q�9iY RODERT r I I EXISTING B06IAK N'o.3�29 � FOOTING r, UCT(9tiAL —� — — — — — — — — — — — — — — — —` — 10- y a. 1'-6' 9'-6' 1'-6- 9'-6` 1'-6' 23'-6' DRAWN BY: SRS FOUNDATION PLAN 1 TYPICAL WALL SECTION 2 CHECKED BY: B.B. SCALE: 3/8'= V-O' S_I SCALE: 1'= 1'-0' S-1 SHEET TITLE: FOUNDATION PLAN SHEET NUMBER: S-1 •--- 9-1 2 9 9-10£ 2aJdS O 2aJdS O ZaldS 2aJdS © 9■2-E:aaH E 2aJdS O 9x2-EaaH 9XZ-EaaH 0 9z2-EaaH 9°4-E aaH I i .OI-.bi I .1- L a•d-.£ � o 0l7 = `0 AA 2l3AO.i Q a.AOad 1N3A 08.11 �"� p.AOad 1N3A 08"[1 I 01J p.AOad 1H71- 09'02 c Z p.n0ad 1H911 09'02 0 138v1 — AClad 1H3A 08"L ! 31d1S a.03a 1N3n 68'L Q.03a 1H911 09•SI a.o3a 1HO11 LL•SI "1j •OS 41*L61 D ' 3D '1J 'OS V Ttt Woo21Q3H WOOS 9NIAll --, c< A I oo� _.�-.___._-____._.____—.._. r 24 JdS _ ---- ____ _ _ N --- 2aJdS Sr C-2-E __-- ----- - ---- .. s cx2-C SJ E - .8�??✓ ---- 2-,E 0 x xz-1 ❑ --------------------- 8962 N I'0•a .211 PS--2/1 92i w TWH •❑ ry 9-- l7 , ❑ O� I I ❑r I N 1, ❑ NI-1 c c nM < a.AOad 1N3A 06'S I c n£i N n I7 m Q.nOad 1H71l OZ•I[ E a.O3a 1N3A 65•S =;4 I a.n0ad 1N3A,[aLl a Iit Hlt/fi c z >( ' -'d I Q.AOad tHOn 26*12 • •0-12 Ela.-13 1H911 ern — — - I Q.03a 1N3n B8'> '1J 'OS SL'6E[ u Q.03a 111911 SL'6 za w0obQ3ff _ o X w ol3 N3H31I>I I tJ os eetzl 9 2 rt� \ co a V O N • —� Woo21 9NIN[0-- m I - .0-1£ 1f1J d u n ON I I 1N3A NOatla I. 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O All R is itr Reserved U' 9 Preliminary plans ants layourt by OCO are for the use of their customers only Any other use is strictly ptohrbne WIN l4 f LEGEND SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) TOP FNDN = 34.5' SEPTIC P R O F- I L E TEST HOLE LOGS - , ACCESS COVER TO WITHIN 6 OF FIN. GRADE (NOT TO SCALE) DESIGN FLOW: 3 BEDROOMS ( 110 GPD) = 330 GPD ACCESS COVER WATERTIGHT T ENGINEER: SE i 00.0 PROPOSED SPOT ELEVATION USE A (WATERTIGHT) ° M. FARIA, 3 0 GPD DESIGN FLOW WITHIN 6" OF FIN. GRADE r MINIMUM .75 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM D. MIORANDI, IRS ECKEszaEt:� 100x0 EXISTING SPOT ELEVATION SEPTIC TANK: 334 GPD ( 2 ) = 660 30 8 WITNESS: 100 RUN PIPE LEVEL DOUBLE WASHED N DATE: 12/1/99 .I. LOCUS PROPOSED CONTOUR USE A 1500 GALLON SEPTIC TANK 31.5 -FOR FIRST 2' PMNCES PINE PR7; OPOSED 15 �- / 30.0' PERC. RATE - < 2 MIN/INCH LEACHING: 100 EXISTING CONTOUR N A GALLON SEPTIC 30.75' SIDES: / 31.0 TANK (H- 10 ) GAs Q 29.58' o CLASS I SOILS P# 9627 FEaNtw� y 30 x 15 (.74) = BAFFLE 29.86 -�� 9.69 0. s' BOTTOM; -33-- MIN S 29.0' ( 2 % SLOPE) �_C CRUSHED STONE OR MECHANICAL �� v TOTAL: 450 S.F. GPD COMPACTION. (15.221 [2)) ELEV. ELEV. I USE 30'x 15' LEACH FIELD QF 2 ROWS OF 4 DEPTH OF FLOW = 4' MIN ( 1_� SLOPE) TEE sIz£s: ( g' SLOPE} 1 3/4" TO 1 1/2" DOUBLE WASHED STONE �" Q 26.2' 0" Q 27.2' w�sr MAIN sr. STANDARD INFILTRATORS EACH,_WITH, 3 STONE AT 10„ A A SIDES, 3.3' BETWEEN ROWS AND 2.5' AT ENDS INLET DEPTH = OUTLET DEPTH 14" SL SL 5' 10" 1OYR 3/1 10" 1OYR 3/1 LOCATION MAP NTS FOUNDATION-- 10' SEPTIC TANK 72' D BOX 13 LEACHING B B � FACILITY ., LS LS ASSESSORS MAP 290 PARCEL 18-2 BOARD OF HEALTH „ 10YR 5 8 " 10YR 5 $ ZONING DISTRICT: RB - 16 / 24.8 16 / 25.8 MA USE ADJ. WATER AT ELEV. 24.0' Cl Cl YARD SETBACKS: APPROVED DATE MCOS MCOS FRONT = 20' 2.5Y 7/6 2.5Y 7/6 SIDE = 10' - 54" 50% GRAVEL 54" % GRAVEL REAR = 10' C2 C2 PLAN REF. - BK 495 PG. 28 MCOS MCOS FLOOD ZONE: C AS PER RECORDED PLAN: - ACCESS TO LOT 4 SHALL BE VIA 90" OSS WATER 18.7' 102" OBS WATER 18.7' EASEMENT B - NO LESS THAN 30% OF UPLAND Z5Y 7/6 2.5Y 7/6 AREA SHALL BE RETAINED IN ITS NATURAL STATE - NO MORE THAN 50% OF UPLAND 120" 120" AREA SHALL BE MADE IMPERVIOUS BY THE INSTALLATION OF BUILDINGS, STRUCTURES AND PAVED SURFACES GROUNDWATER ADJUSTMENT DATA: LOT IS AT A BORDER BETWEEN AIW 230 AND MIW 29, ZONES C AND D. AVERAGE OF ADJUSTMENTS = 5.3' NOTES: _ 1 . DATUM IS APPROX. NGVD / 2. MUNICIPAL WATER IS AVAILABLE _. / 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT, PROP. RETAINING WALL LOT J 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- (DESIGNN B BY EL. + 2677 . PIPE JOINTS TO BE MADE WATERTIGHT. Y n1 48,793t S.F.SF TOTAL OTHERS) + 25.48 0" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. #� ENVIRONMENTAL CODE TITLE V. + _rCID 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 84 - 2S 2 USED FOR LOT LINE STAKING. �p �ji32 �" 33 i PROP. AINING WALL** ;: # n 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 0 33 �� �J 9. COMPONENTS NOT TO RF BACKFIL LED OR _CONCEALED WITHOUT W . _r ` RESERVE I Y PROP. DWELL. +� ,6e `'�I' 24.29 F INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 32 TOF FNDN �+ / S FROM BOARD OF HEALTH. 34.5' oe, „ / �d 4#3 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE + TH2 ti� �'s eoe ``'� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 25o.oa, 10 + 7.07 ----ra PROP. 25• ��// �Q� 3 TO COMMENCEMENT OF WORK. . 7 + 3 � 30 2 .49 + 32 + 29.3 GAR. 1 22.07� TITLE 5 SITE PLAN + 29.85 1H1 ♦�♦'''� `L� UNDISTU ED BUFFER ZONE #4 _�♦ TH �� of 992 #380 PITCHER' S WAY BENCH MARK - CENTER OF ' "' got �o + 24.84 `>-� s'P IN THE TOWN F: C.BASIN ELEVATION 29.1 1 � .OBE 30.51 �+ + 29.16 �, + 26.67 FF,N�'� r�'L #5.20.93 QQ�o FAWCETT'S POND (HYANNIS) BA R N STA B L E _ 21.1s 9.68 + 27.55 / 3 #6 PREPARED FOR: Q H N FALACC � 9.48 DISTURBED UFFER NE •S6 #7 1.78 n 28. 0.61 8s #9 30 0 30 60 90 #10 y0' 1 0 13, SCALE: 1" = 30' DATE: JANUARY 13, 2004 � 0. ry REV. 5/1/04 23.12 _ PROVIDE RAIL FENCE AT 50' OFFSET REV. 5/18/04 (CONCOM) 11 FROM WETLAND + 0.18 cv # 28.1 23.29 �y M o����,(H OF 144a 9cti #12 ARNE ARNE H. �N H. o OJALA OJALA CIVIL y N9, 634U W o, 792 1 / TONAL ✓/ A H. OJALA, P.L.S. DA TE L=9.41' + 29.81 YAqR=380.00 27.53 1 + off 508-362-4541 fox 508 362-9880 1 down Cape engineering, inc, CIVIL ENGINEERS LAND SURVEYORS 939 vain st. yarmouth, ma 02675 F . t JOB# y1,3s