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0469 SEA VIEW AVENUE
I TOWN OF BARNSTABLE BUILDING PERMIT PARCEL ID 138 027 002 GEOBASE ID . 32803 ADDRESS 489 SEA VIEW AVENUIE y. PHONE OSTERVILLE ZIP - LOT 21 & 22 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 80546 DESCRIPTION SINGLE FAMILY DWELLING WITH ATTACHED GARAGt PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT CONTRACTORS: PROPERTY OWNER Departmentof ARCHITECTS: Regulatory Serviees TOTAL FEES: $1,975.92 BOND $.00 �ZNE CONSTRUCTION COSTS $444,128.00 `101. SINGLE FAM HOME DETACHED 1 PRIVATE * RAMSTPABLE, • MA & 1639. BU I DIV rSOBY DATE ISSUED 11/09/2004 EXPIRATION DATE061 TOWN OF BARNSTABLE _ `•. `BUILDING PERMIT • , PARCEL ID "138 027 002 GEOBASE ID 32803 ADDRESS 469 SEA VIEW AVENUE_ a PHONE *. OSTERV I'LLE �,: -ZIP LOT: ' 21 & 22 ' BLOCK �- LOT SIZE DBA DEVELOPMENT DISTRICT; CO IIT 80546 DESCRIPTION SINGLE FAMILY DWELLING WITH ATTACHED GARAGE : fPERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT _ : 7XIIt CONTRACTORS: PROPERTY OWNER1 Department of .ARCHITECTS: Regulatory Services TOTAL ,FEES: $1.,975.92 °BOND '_' -'�,- $_00 �tME CONSTRUCTION COSTS. $444,128.00 SINGE FAM HOME DETACHED 1 PRIVATE 0_. i BARNSTABLE, *' ., MASS. BUILDI DIV SION BY 'DATE ISSUED 11/09/2004 EXPIRATION DATE C7ff J' THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS rr PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 L - 2 2 2 3 1 HEATING INSPECTION APPROVALS -- ENGINEERING DEPARTMENT 2 BOARD OF HEALTH I OTHER: SITE PLAN REVIEW APPROVAL Persons contracting with unregistered contractors do not have access to the guaranty fund (iqqet forth in L c.142A WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS ;jHE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY 1: VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. Alp BUILDING PERMIT r TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION S Map Parcel —QO GPA'�6 Permit#tR,l.t i AM5- �0 ALE Health Division o a 6 v 2Un - S 70 Date Issued 01,4 Q. 13 L �4 GU; u Conservation Division Id PLAN ��/d��o�/ b�1' Application Fee XK Tax Collector 'Ce ` Permit Fee Treasurer �SEPT-IC�SYS MUST BE N COMPLIANCE Planning Dept. TITLE 5 g� ENVIRONMENTAL CODE AND Date Definitive Plan Approved by Planning Board R o cl cf-�f Sb� p /i"� TOWN REGULATIONS Historic-OKH Preservatio /HVannis Project Street Address Village Ile_ Q Owner .p �. Address �/7 vr<< Se S ) �, L -S ��I� Telephone Permit Request Co.17s-7�v 7`' /oorrrrd Pro" slIzak 170,,n e -- /VO a'1S &% Ce 01C Sl iNG Ciikove, OF yp_A 6 0,y GrJ/T�!�A! ®D ' o 6*1,0_ �'y .��' dfFNk a f eyC ) Square feet: 1 st floor: existing proposeda_ 9 2nd floor: existing '— proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type t;/oo �-Lm Lot Size z 19C/;' Grandfathered: A(Yes ❑No If yes, attach supporting,documentation. y Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes UKNo On Old King's Highway: ❑Yes XN0 Basement Type: QUO 0 Crawl ❑Walkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing —" new Half:existing new i Number of Bedrooms: existing s new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 4fGas O Oil 0 Electric ❑Other Central Air: ,&Yes O No Fireplaces: Existing New ( Existing wood/coal stove: ❑Yes ❑No Detached garage:O existing ❑new size Pool:0 existing ❑new size Barn:0 existing 0 new size Attached garage:0 existing Oiew size Shed:0 existing 0 new size Other: Zoning Board of Appeals Authorization 0 Appeal# Recorded O Commercial 0 Yes ❑No -If yes,,site plane review# Current Use LzT_6GW_n Proposed Use BUILDER INFORMATION Name 1AV,1,e2ZeQVU Telephone Number Address License# Home Improvement Contractor# ^Y ---• --v Worker's Compensation#ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ��P,NAs 11 SIGNATURE DATE I I FOR OFFICIAL USE ONLY ' 'PERMIT NO. O .E DATE ISSUED j I a o MAP/PARCEL NO. e ADDRESS VILLAGE ' OWNER • a DATE OF INSPECTION: FOUNDATION .o FRAME INSULATION FIREPLACE v ELECTRICAL: ROUGH FINAL • o PLUMBING: ROUGH i FINAL GAS: ROUGH,' FINAL FINAL BUILDINGI oz i ►N— � *- 1�— � DATE CLOSED OUT < m 0 � ASSOCIATION PLAN:I`(O. n' ` t rrn t � .. f The Commonwealth of Massachusetts • Q' �101' Department of Industrial Accidents and e1/ffaffm n 1 600 Washington Street Boston,Mass. 02111 i workers' Com ensation Insurance Affidavit-General Businesses Ell name' address: city S� state' an' phone# work site location(full address): f 9 �� `' t°!.J ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑Restauraht/Bar/Eating Establishment working in any capacity. ❑Office❑Sales(including Real Estate,Autos etc.) ❑I am an em to er with em loyees(full&�art time,). El Other bG✓v �t /// %//% D/%%%//////% / %/�%%%%%%% I am an employer providing workers' compensation for my employees working on this job, coal an name: address: ' city nbone#•:. lnsurance'.cb:.: ..:. : •;.. :.;:�'.. olio.'.# .:: .. I am a sole proprietor and have hued the independent contractors listed below who have the following workers' compensation polices: cam Pan naIDe. address: city:.' 1 nhoiie#' insurance co. _ 1..'•':i.,'t,'.;. . ;. :-a. ohcv:# -- : xx cam'eri.�nattier"��• '•''•• • address cltl .. .. :y ' .. .. phone#• ' _ --- ' ..irisu'ra3iceco.�.::•.:. .....::...•....• .. . ,•.: :•:, .:•:•::'.'•;•�. : •,; • :�,:•;•� o7icv#:.'-'' � �:•;�.. : . .... ., Fallure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to S1,500.00 and/or oue.years'imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Fine of S100.00 a day against me. I understand that P copy of this statement may be forwarded to the Office of Investigations of the DIAfor coverage verification. I do hereby certify nde ep naties ofperju thathe information provided above is true and correct Signature �Ade Date y r Print name /1//C S///�l D/1P Phone# SD 8—7 7.�—.3V 71/ g3 ofto ficial use only do not write in this area to be completed by city or town official city or town: permA(license# ❑Budding Department ❑Licensing Board J ❑check if immediate response is required ❑Selectmen's Office ao ❑Health Department Pr. contact person: phone#; ❑Other �jH (revised SepL 2003) Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the"law", an employee is defined as every person in the service.-of another under any contract of hire,express or implied, oral or written. An employer is defined as an individual,partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership, association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein, or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required. Additionally,neither the cormnonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely,by checking the box that applies to your situation. 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 pewit 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 Depastrnent 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 perrrritllicense number which will be used as a reference number. The affidavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would Ile to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. ///%%/��//////////////%%%%/%/////////%%///%%%%////%//////////////e/��///'/%///////%% %/�l%/%/%//%%%//%%///%%///%�//f/////%/'%%%%/�%�O%�%%%%% The Department's address,telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents Office of levestlgatlons 600 Washington Street Boston,Ma. 02111 fax#: (617)727-7749 phone#: (617) 727-4900 ext.406 M CMR Appendix J Table JSMlb(continued) Prescriptive Packages for One and Two-Family Residential Buildings Heated with Fossil Fuels MAXIMUM MINIMUM Glazing Glazing Ceiling Wall Floor Basement Slab Heating/Cooling Area'(%) U-value' R-value' R-value' R-value' Wall Perimeter Equipment Efficiency' Package I I I R-value' R-value' 5701 to 6500 Hating Degree Days' Q 1 12% 0.40 38 13 19 10 6 Nomual R 12% 0.52 30 19 19 10 6 Normal S 12% 0.50 38 13 19 10 6 85 AFUE T 15% 0.36 38 13 25 N/A N/A Normal U 15% 0.46 38 19 19 10 6 Normal V 15% 0.44 38 13 25 N/A N/A SS AFUE W 15% 0.52 30 19 19 10 6 83 AFUE X 19% 032 38 13 25 N/A N/A Normal Y 18% 0.42 38 1 19 25 N/A N/A Normal Z 18% 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: Fez v/eW U 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 1 —3 S 3. SQUARE FOOTAGE OF ALL GLAZING: SS 4. %GLAZING AREA(#3 DIVIDED BY#2): 02 f 5. SELECT PACKAGE(Q--kAA)-see chart above): ,po Amer ���'s l�-19 /I'1�,� R.0-9 Palls-R-al /oors -R-3o NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY.REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303 a 780 CMR Appendix J F " Footnotes to Table J5.2.1b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space,but excluding opaque doors)to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 ft of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used. ' The ceiling.R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof. Wall R-values represent the sum.of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing, and interior drywall. For example,an R-19 requirement could be met EITHER by R-19 cavity insulation OR R-13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. S The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R-2 for heated slabs. " If the building utilizes electric resistance heating use compliance approach 3;4, or 5. If you plan to install more than one piece of heating equipment or'-'.more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. s For Heating Degree Day requirements-of the closest city or town see Table J5.2.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value 'requirements are for insulation only and do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 0.35. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value '/`_ g 6 ia`�Tab1e J1'5`.�3li-lf a doo :contains'aglass j*d.an aggregate U;valuetrating for thavoo i4',not available,4include,the 4 'glass area of the door with your windows and use the opaque door U-value to determine compirance�of the`daor. One door may be excluded from this requirement(i.e.,may have a U-value,greater than 0.35),.-,-, k. c) If a ceiling,wall, floor,basement wall,slab-edge,or crawl space wall component includes two or,rrioie areas with-' different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(0.35 for doors). 43 ` RESIDENTIAL BUILDING PEMUT FEES APPLICATION FEE New Buildings $100.00 O ` �- Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE yo y square feet x$96/sq. foot= a 7 y x.0041= 3. 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) �p 6 7 square feet x$32/sq.ft.= v 3 IN x.0041= -7® 5 SV 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= y��12s STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= c300 (number) Fireplace/Chimney I—x$25.00= o7 S, (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) S q Permit Fee Projcost Rev:063004 ial Affidavit of Substantial��c�as�nt��t ' 'one Pa�� or of S �a on oath depose and state as fol ows: 1. 1 am an applicant for a building permit for the property located at Map /g o/, Parcel The address of the property is lCp9 SRa C/P� 2. 1 have /d o % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from todaoy's date, which is Z© nest ne following individuals or entities have had a 1 /o or greater legal r equitable ui able the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address which is I have had the properties 4. Within the last twelve months, from todan date,follow ng ro erties which have been ;a 1% or greater legal or equitable interest in t the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted 0 building permit applications for I have a 1% or greater legal or equitable interest. property in which I have submitted d building..permit applications for g. Within the last ten days, _---property in which I have a 1% or greater legal or equitable interest. 7. Within this month, l have submitted O building_permit applications for property in - which I have a 1% legal or equitable interest. g, Within this month, I have received O building permits for property in which I have a 1% legal or equitable interest. Si ned under the pains and penalties of perjury,.this/-etiday of © 200 9 1 2001-o05o/affin nn nTTERY/AFFIDAVIT 0F1"MEro Town of Barnstable Regulatory Services 13.411MAIIMMAM Thomas F.Geller,Director �iD1fp jMp�s�0� Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorizeii.. /r' to act on my behalf, in all matters relative to work authorized by this building permit application for: 4.1 e- (Address of Job) Signature of Owner Date /L/. /r/'i o/1 e -Print Name Q TORM&OwNERPERMISSION Town of Barnstable regulatory Services &Urtsteste. Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma:us - Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATF_ 1 O a S —O It (� /� L JOB IACATION: H� Sew e-v.3 kerlc)6i_ l' le number street village p� m f/ 'xoMBowN>rx: 1 i� 1 1 i n�o r� S 0 g-Q30-S 7� name //home phone# work phone# CURRENTMAUMOADDRESS: I/J 7 J�dIYl�la-ry-- S city/town state . zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or to reside,on which there is,or is intended to be,a.one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official.on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Zk Signature of Homeowner - Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1 A-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hue to do such work,that such Homeowner shall act as supervisor." , Many homeowners who use this exeWtion are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons:In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms.homeexempt r 10/12/2004 14:57 5082305727 MIRRIONE PAGE 02 L4-7j Mirr><one Realty Corp. 417 Purchase Sm et•South Easton,MA 02375•(508)230-5700*Fax(508)2.30-5727 i October 12, 2004 Thomas Perry Barnstable Building Commissioner Barnstable Town::dall 367 Main Street Hyannis, MA 026)l I Re: 459& 469 Sea View Avenue, Osterville,Barnstable County :Dear Mr. Petry: Enclosed},lease find a fully executed purchase and sale agreement relative to our acquisition of the above referenced property. It is our i.m.ention to seek a building permit to construct a home on the vacant lot. At the t' ac u.isition, irrione Rcalty Corp. will be taking title to 459 S• Vicjw Avenue and James E. Wals will bet ing tit a to ttie property:locate a 69 Sea View Avenue. Should you have any questions or require additional information,please do not hesitate to contact me. Very Truly Yours, Nick Mirrtonc President Enclosure MRC/Di;k7/08 I f 10/12/'20-04 14:57 5082305727 MIRRIONE PAGE 03 AUG-20-NU 02:12FM FROM,PRUDERTIALPREMIER PROPERTIES +106 428 0875 T-317 P,002 F-822 PURCHA,SI£AND SALE AGREE,MIENT Caroline Gavin McNeill,Geaeral Manager of Suaview Cape H,)use, LLC, a Massachusetts lin-ited liability company,having a mailing address of c/o Caroline Gavin McNeil; 152 Spoonwood Road.Wilton, Conucchalue 06597 and Jean E.Gavin,Trustee of Gavin Real Estate'1'rust having a rnailin_I ucldrePs of da Caroline Gavin McNeil, 1:2 Spoonwood Road,Wilton,Connecticut 06897 (hereinafter jointly referred to as the "Seller")agrees to sell,and Mirrlone Reaity Corp.or Xom nee having a mailing address of'A•17 purchase .-treet, Soutb Easwn,Massachusetts 02375 (hereinafter referred to as the "Buyex")agrees 0 buy, upon and Subject to the terms and coxtditiors hereinafter set forth, the land,with the building9 and improvements thereon,located at 459 & 469$ea View Avenue, Osterville, Barns table County, Ma.gAachucetts ns inure particularly described on Certificate of Titles No. 171677 and 99470 registered with the Barnstable County Registry of Deeds District of the LE;nd Craw(hcrcinatter reforred io as the "Property"), 2, TIME AND DFT,D. The Property is to be conveyed by good and surficient quitclaim deed running to tl;a Buyer or his nominee, by written notice to the Seller at least seven (7)days before the deed is to bo delivered as harcin provided, and said deed shall convey a good arid clear record and maTkciable title thereto,free from encumbrances, except: [a] Previsions of existing building and caning laws; I [b] Suoh taxes for the then cuixent year as are not due:and payable on the dare of del ivery of such deed; [c] An;/ liens for municipal betterments assessed after the date of tb is Agreement; and [d] An:,r easements, restTict on%reservations,covenants,takings and the like afreCOM to t he extent that the same do not prohibit or unroasonably interfere with the Bu+rer'S intended use of tlar kropcxty.; . 3, RAOTr�' R_i�I�. If title to the Prupei-ty is registered, the deed for the'Property shrill be in fore; sufficient to catitle th;:Buyer to a Certificate of Title for the Property and the Sclle:shall dolivet all instruments, if any, necessary to enable the Buyer to obtain such Certificate of'Title, 4, PIM.9 ASE PRICE. The agreed purchase price for the Property is Seven Million One Hundred Thousand Dollars (57) ;100,000.00). of which; $50,000 have been paid as a deposit with a prior offer, and upoti execution of this Agreement, is to be applied as a partial payment of the deposit to be paid hereundor; i 10/12/2004 14: 57 5082305727 11IRRIONE PAGE 04 AUG-20-2004 02:13PM FROM-PRUDENTIALPREMIER PROPERTIES +508 426 0375 T-317 P.003/009 H22 S 250,000 have bcon paid as an additional deposit hereunder upon execution of this Agreernent; $ 6,800,000 are to be paid at the time of delivery of the deed in cash,, by check drawn on an Attorney's IOLTA account, or certiried,cashier's, treasurer's or bank cbecic drawn on a banking institution having its princip21 office in the Greater Boston a,.ea of Ajassactausetts or other checks acceptablo to the Seller; artd $'?,100,000 TOTAL S. DELI 'E-RYjZ2EFD, Such deed is to be delivered on of before Novcrnbar$,2004, at the Barnptable Zourtty Resistry of Deeds, unless othanvise agreed upon in writing(such time being hereinafter referred t0 as the"Time of Closing'). It is agrecd that time is of tite es5esrce ai' this Agreement. 6. P OF MOPE . Full possession of the rmperty, free froze all tenar is and occupants, is to be delivemd at tho Time of Closing, to be then in substantially the same condition as they are now reasonable wear and tear excepted. If the Seller shall flail to c0mve;r the Property On the terms and condition}herein s:t forth,then the Seller shall refund to the Buyer all deposits Amid hereunder.. . 7. B7C1T1;�isin?y/�N1�C T)QN nr PR FERTY. If the Seller shall be unable to give title or make conveyance, cir, to deliver possession of the property, ell as herein provided, or if at the time of dc;ivery of the deed the Properly.does not confolnn with the provisions hereof,. the Seller shall use all rcasonable.eft'orts to remove.any defeotsjn title,to dcliver possession as provided bcrcin, or to make the Property conform iiith the provisions hereof, as the case may bc, and the tinge ;or pe formanea shall be extended 'for a period of thirty(30)days. If the oXtendcd time rorperforman,e i'al's on a Saturday, Sunday or a legal hol L,y, it shall be deemed to gall on the fuse business&y folloNviztg said,Saturday, Sunday or IFgaI holiday. Reasonable efforts means the Seller shalt not be obligated to incur expenses in excess of Ten Thousand Dollars ($10,0G0), excludiLo existing rnort�age liens, to.perfect title and/or make the Property conform. S. E4ILiiR6 , P RfiECT OR MAKE2R0j!FRTY, CQNfOR1M. if, after the expiration of tho ex-:ension of the time for pct'formwice, the Seller.shall have failed to remove any defects in title, delb er possession.or make the,Property c:orarorm,as tlae cast may be,all as herein agreed, or if at any I ina.c dw ing the.period of this Agreement or any extension thereof',then any 3'aymeuts made under this Agreement shall be to and the SelIer's obligation to sell the: Property and the Buyer's obligation to buy tho Property sha%I tcrtilinate, 10/12/2004 14:57 5082305727 MIRRIONE PAGE 08 AUG-ZD-2004 02:14PM FROM-PRUDENTIALPREMIER PROPERTIES +509 429 DOTS T-31t P.007/009 F-822 sczeeats,screen doors,Swim windows and doors,awnings,shutters, furnaces,hearers,heating equipment,stoves, ranges,oil and gas burners and fxtures appurtenRffi thereto.hot water heaters, plumbing and batl rooM fixtures, garbage disposers, electric atld other flxtures, mantels, outside television antouatat and satellite dishes, fencEs,gates, shrubs,plants and, only if built in, refrigerators,air-c-)nditioning equipment,ventilators, dishwashers and w$Shing machines and dryers but specifically excluding the chandelier in the dining room and two crystal sconces in the large comer upstairs bathroom that faces the ocean. 3l. 5_�k; TT 0R$- The Seller shall,at tho Time of Closing,deliver a certi crate from the Barnstab'.e Fire Department stating that the Property has been equipped with approved smoke detectors ir.conformity with applicable law. 32 =: V C pLTANCE. The Seller shall_at the Time of Closing, deliver a certificate stating-:hat the septic symmm has been inspected by a Commonwealth of Massachusctts licensed contractor and confontns with ibe requirements of Title v for a six (6) bedroom home. Ii1 the event that rej�airi'ese necessary to insure compliaacc,'the Seller shall secure three (3) estimates for upgrade or repair of the system as r'equimd, take the median estimate and provide a credit CO the]Bayer at the'Time of Closilla0. , 33. JAX riFERU- TGF.. The patties aclatowledge that the Seller MAY sell this Properly as pt,rt Of a tax,deferred e.�' anp'Rs provided for under Intcmai Rcvcnue Code Section 1031_ Thi:Buyer claiov*ages that part tir t'11'clCthe Seller's proceeds maybe assieiacd to a qualified 1ntejmcdiairy as part of the.tax.deferred cxchango. TheBuyer agrees to cooperate in any reasonable manner in corinleetidn with stidh excliange,as maybe required by the Seller prov-&d that; (a) the Seller shall bgax all expenses which may be incurred by either the Seller or the Bayer in connection tbereivith and(b) tlhc Seller shall indemnify and undertake to held harmless the Buycx&OM any 1'o's; daniagc or expense arising from the Buyer's participation and cooperation in sttc h tax deferred exchange. be plrovisions of this parGa graph shall survive the delivery of the de:d. : 34, MUM T 1�W nF pC E: . This itlstrumettt, executed in duplicate originals on tbis,z0'1� day of.kugutt 2004, is to be construed as a Massachusetts contract, is to take effect as a sealed iAstrumn nt,St:b forth the entire contract between the parries and may be canceled,modifie i or amended only by a written instrument executed by boat the Sellcr and the Buyer. Tl)e Buye.-has rolled only upon the warranties or representations set forth ill this Agreement, and the Buyez hereby,0aives,to the extent permitted by law, any and all implied waminties. No oral warranties, representations or statements shall be ronsidcred a part hereof 'file warranties and represcintations set forth in this Agreement arc solely zur the benefit wo oz the Buyer named hercin.and do not extend to any subszquclnt purchaser of the Prop y more persons are aamed herein:as the Buyer er as the Seller, their obligations hereunder shoal be joint and several. The captions and(paragraph headings are used as a matter of convcnicnco only and arc not to be considered apart of'tliis Agreeine!or to be used in dcler.mining the intent of the parties hereto. 10/12/2004 14:57 5082305727 MIRRIONE PAGE 07 AW-20-2004 02:14PM FRI -PRUDENTIALPREMIER PROPERTIES +506 4Z9 0916 Mir P.000/009 F-622 21. 5ULER'S DULY AUTHORIZED. The Seller represents tbat lie has the legal right, power and authority tq enter into this Agreemernt and to perform all of'tl)e Seller's obligations herewider and that the execution and delivery oFthis Agmement and the performttttcc by the Seller of the Sel�cr's obligations hereunder; [a� hse been duly authorimd by all necessary parties;and [b) will not con,%ct with,or result in breach of, any of the terms,covenants and provisions of any law,regulation,order,judgement, injunction or decree of a-iy court or governmental authority or any agreement or instrument to which the Seller is a party or by which the Seller is bound to Seller's knowledge. 22. S ,i RR'S ]`,J=H.1wR RURP,%EN,'TATION. The Seller vtarrants that there is no notice,suit, order, decrec,.:claint;•writ;Wuunction or jodgernant relating;to violations of any laws, ordinances,cod,:s, regulations or other similarly related requircnnents with respect to the Property (or any portion thereof) in,of or by any court or governmental Iuthority havini;ji wisdiction over the Property to Seller's knowledge The Selltrr warrants that there are no suits,actions or proceedings pending or threatened against the Seller beforeany count or:id&inistrative agency or office which would affect the Propcaty or the;seller's right or p6w er to complete the transaction contemplated by dais Agreement to Seller's knowledge. TIM Selbx warrants that there ii no condemnation proceedings Trending or t1areatered against any port:on of the]property to Seller's knowledge. 23. M 'S AIAIDAY11, At the time of.closirtg,the Seilerwill execute,to the extent that they oonforrri to the;Seller's wa�rantias;rcprescntations and.obligations under this Agreemcnt, all Nraxranties, affidavits and•'documcnis that the Buyer's attomep may reasonably roquire including;,without.limitation the title inscuranec affidavit with respect to parties in possession and riechanlc's liens. 24. As used in.'this Agrcernent,the term marketable title shall rrtcan,in additiai to all other rneaniW that the teim leas order the law, that the title to be delivered by the Scller is to be in such a state that the Auyex is gable to Obtain standard form ALTA Owner's Title Insurance m normal prcmiuin rates without exception for Mechanics' Lieas,parries in possession and matters of Survey. 23. THIN ,]jEBm NT S[JP r-S,4T. THL4RS. •This Agreement supevmdes all Prior agreerni nts,if any, and outer understandings between the parties hercto,and they shall not be bound by tiny terms,conditions,'statements or representarions, oral or written,not contained heleir,.. . 5. 10/12/2004 14:57 5082305727 MIRRIONE PAGE 06 AUG-20-2004 02:13PM FROM-PRUDENTIALFREMIER PROPERTIES +508 428 0815 i-311 P.005ADS F-822 named herein shall be due a eomnaission in tau:azaovnt Of four percej4t of the purchase price, payable by the S(; 10r, if;as acid WbCn the deed is delivered and the pu.rchast,prict:is,paid and not otherwise. The Seller and the Buyer agree to indemrify and defend each other against any costs, :i'iims or. cxpens+,s,ineliading, without limitation, attorutys' fees, arising out of the breach ou tboir respective parts of any represcntations,wtzzranties Or agreements contained herein, and the rep=sentation5, wwTar+tips Or agreements contained herein shall survive delivery of talc deed pursuant to this Agreement, or turmin2don oftliis Agrecmcnt iri the event that the deed is not delivered pursuant to the leans of this Agreen,cnt. 16. DM=, All deposits paid hereunder shall be held by the Atiornt y John COUthan, lI for the proper performance of'Us Agreement on the parr of the Buyer subject to the terms of this.Agrccttielat toad shall be duly accounted for at the Thine of closing. In tilt;event that eith,er,parry is entitled to said dcpoait in accordance whiz the applicable provisions oftllis Agreement, the otter shall execute any and all nocessary docurnMis to cause said deposit, along with all interest ac cx ued thereon,to be paid within Bye(5)days of tl;e date of the request for retunl of'said dept-sit. The interest is to follow the deTposit. 17.Z_T.ffL k'SDr1~AT TT_ -D.6blAfMa. If the Buyer shall fail to fulfill the Buyer's Obligations hereunJer,all deposits paid hereunder by the Buyer may, at the option of the Seller, exercisable by written notiee.given to the lawyer, be m aisied by the Seller as liquidated damages and shall be the Sc;ler's sole and exclusive ismedy;at IrN, in equity or other wise. I g. 13LTYEJt�S ASSd .NA/t�iNT The Buyer shall have the absolute and unconditional right to assign his zigbu under this Agreement. The;Buyer way nominate u trust or other entity for the purposes of taking title hereunder and zhT Seller:acknowledges that the Buyer may syndicate the Property certcmplatEd to be coflveyed hereunder acid to that end,the Seller agrees that a limited partnt.rsllip or other simi.lai r entity,sa.isfics the requirements of this Frovisioll. 19. h TIC.*;. All notices required.or permitted to be given horeuuoder shall be in writing and delivered by ltazd or mailed,posiage paepztid,by �eo.istcred or certificd:nail,addressed if to the Sailer,at c/o CF roline'Ciavin M6Teil, 152 Spoonwood Road, Wi4cn, Connecticut.i)6597 or if to the Buyer,at 4;;7 l'umbase Strect, South East6n,Massnchuseits 02375, or to such other address as any party I)ercto shall desigtate in et written notice to the other party, hereto, provided that a notice of change ofaddress shall be iffe.ctive only upon,receipt thcrdoF by rho other party. 20, AQCE a. Until the Time of Closing and upon reasonable.notice to the Scaler or the Seller's agents, the Buyer shall have tale right,at the Buyer's sole risk, to enter upon the rror)crty for any reasonable pxrptase Telatcd;to the convoyancc coWeciplated hereutidur, including, to conduce surveys,tests, born, gs,inif.siigatiora and studies,to ?alte soil sa.ynplca and tb show the Property to prospective buyers and lenders, It being agreed chat aver such entry,tlic Buyer will restore the Property to substantially the same condition as the property was W prior to Stich entry and the Buycr shall lidemnify and hold harraicss thD Seller from any loss air damage rccassi�-nyed by such entry, 4 10/12/2004 14:57 5082305727 MIRRIONE PAGE 05 AUG-20-2004 02:13FM FROM•PRUDENTIALPREMIER PROPERTIES +808 421 0878 T-SIT P.004/009 F-822 9_ BYM,' 'S�110N Tp ACY'EPT T,1TLL, Any lar<buage to the C00traty contained herein norwithstt:nding,the Buyer shall have the option, tit either the original or any extended time for perftmii,tnee,to accept such title as the SO)*can deliver to the Property in its tbcm condition and to pay therefor the Purchase Prise,in which case tijo Scller small convey suer title, except that in the event of such conveyance in accordance with this Provision,if the Property shall have been damaged by fire of casualty insured against,the Seiler slia.11, unless rile Stllcr has previously restomd the,Property to its former condition,either; (i)pay over or assign to the Buyer.,on delivery of the deed,all amounts recovered or recoverable on tic:counr of such i.ostnnce, less any amounts reasonably expended by ibe Seller for any partial restoration, or(ii) if a holder of a rr,)rtpge on the Property shall not permit the insurance proceeds or at portior: thereof to be uset to restore tlae Property or to be paid over or assigned, give to the Buyc.r a credit against the Purchoge Price equal to the amount so recovered or recoverable and retained by the holder of the mortgage less any arnourax reasonably cxpondad by the Scller for any pat:ial restoration. I�• [1 2F.rS' CASE MUNEY T,Q, t, TTTLE. To enabic the Seller to make conveyance its herein provided, the Seller unity,at the Time of Closing„ use the purchase me ncy or any portion the:•eo;f to clear the title of any or all encumbrances or interests,provided that all instniments so prc cured are recorded simultaneously with the delivery of said deed or thaL provision for pronipt recording thereof reasonably satisfactory to the Buyer's attorney is made at the Time of Closu.g. l 1, ACCF NCE OF THE . The acceptance of a deed by the Buyer or his nominee,a5 the ca;c may be,serail lie deen,cd to be a full performance and discharge of every agreement and obl:ptiQa herein!containcd'or expressed, except such as are,by the Lerms hereof, to be perfozzned Afl.er the dcliveiy of said.,deed: 12, DANCE. Until the Tamp of'Closing,the Seller shall titaintain insumncc an the property as current:y insured. 13. ApPC I Tl NTS. Taxes_fbr the.ihcn ctrxr�nt year steal( be adjusted of the Time of Closing and t11e net arnoutlt U11:reof shall be added tv or deducted from, as the case may be,the purchase price payable by tl^e Buyer at the Timc bC Closing. 14. AM,S TMEN_T QE Y.T'ZASgF.gg (AND AB TAYJ-C. If the:amount of said taxes is not known fit the Time of Closing;they shall be apportioned on the basis of the taxts assessed for the pre:.cding year, with a reappgrtionmc.nt as soon as the activ Lax rate and valuation can be ascertained, 15.DR-MU,U, The Scller and the D.uyer mutually represent and warrant that they have not dealt with any b;�kCr,person or firm in connection wide the transaction Contemplated by this Agrcerneat who claims or intends To claim a conunission to be omring in Connection with said transactionz other than Pruderitial.Prettier Properties.and Craigville Rcalty Co. he Brokers 10/'12/2004 14:57 5082305727 MIRRIONE PAGE 09 AUG-M-2004 02:14PM FROk-PRU ENTIALMMIER PROPERTIES +300 428 08TE T-317 P.M/008 F-822 NOTTCF_ This is a legal doc-umcnt that creates binding obiA'gatiom A]I parties are urzod to consult an attomowy. SELLER BUYER(S) Seaview CaIAHonse, LLC Mirrione Realty Corp. By Caroline Gay.n UCNCil,Manager Charles M.Mirr ne, resident Gavin Real Estate Trust B. n E. azvin,Trustee MRCIDisVIN75 KILROY & WARREN, P.C. ATTORNEYS AT LAW THE ISAAC P. FAIRFIELD HOUSE 67 SCHOOL STREET BERNARD T. KILROY P.O. BOX 960 BANKRUPTCY COUNSEL LAURIE A. WARREN HYANNIS, MASSACHUSETTS 02601-0960 WILLIAM G. BILLINGHAM TELEPHONE (508) 771-6900 TELEFAX (508) 775-7526 E-MAIL: bkilroy@comcast.net July 29, 2004 Attn: Mr. Samuel Traywick CRAIGVILLE REALTY CO. 648 Craigville Beach Road P.O. Box 216 West Hyannisport, MA 02672-0216 IN RE: SEA VIEW AVENUE OSTERVILLE MA 02655 BARNSTABLE ASSESSORS MAP 138 PARCEL 27-2 ALSO SHOWN AS LOTS 21 ON LAND COURT PLAN 1748-2 AND 22 ON LAND COURT PLAN 1748-1 (the "Property") OUR FILE NO. : 04-193 Dear Mr. Traywick: You have asked for an opinion as to whether the above- referenced Property may be built upon for single-family residential purposes under the current Barnstable Zoning Bylaws (the "Bylaw") . This opinion is limited to buildability under the Bylaw and does not address Board of Health or Conservation Commission matters . The Property is located in an RF-1 District requiring 43, 560 square feet of area, 20 feet of frontage, 125 feet of width with a 30 foot street setback and 15 foot side and rear setbacks . It also lies within the RPOD overlay district requiring a minimum area of two (2) acres . However, the Property has the benefit of the "grandfather" provision of Section 4-4 . 2-6 of the Bylaw which protects the Property from the increased area requirements of the RPOD if the Property "conformed to the applicable bulk requirements of the Zoning Bylaws immediately prior to" October 26, 2000 . For purposes of this opinion, I assume that the Property contains at least one (1) acre (43, 560 sq. ft. ) of land. The Assessors' map indicates 1 . 0 acre. The Land Court Plans 1748-1 (Lot 22) and 1748Z (Lot 21) do not show acreage. (Since Baxter & Nye prepared the plans in 1984, you may want to contact them to confirm the calculation of acreage) . r' Attn: Samuel Traywick CRAIGVILLE REALTY CO. Page 2 July 29, 2004 The Property has been in the name of Jean E. Gavin, Trustee of the Gavin Real Estate Trust since December 17, 1984 under deed registered as Document No. 351913 from which the current Certificate of Title No. 99470 was issued. (Note the driveway and pole line easement crossing Lot 22 on Land Court Plan 1748-1 and provisions of Document No. 952252 and 953070 (current owner of Lot 23) giving the owner of Lot 22 the right to relocate the driveway and pole line easement) . Note also ithat under Section 4-4 . 2-5 (merged Lots) , Lots 21 and 22 are considered one lot and their combination creates the single lot assumed as above to contain the required minimum one (1) acre of land. Based on the above, it is my opinion that the Property may be built upon for single-family residential use under the Bylaw. Very truly yours, KI & RREN P.C. , e nard Kilroy BTK: jz Enclosures x:\data\clients\traywick\seaview\opinion f - 351913 994'70 8►1 I to J B3 g I M JEAN E. GAVIN to JEAN E. GAVIN, Trustee of the GAVIN REAL ESTATE ttt555 TRUST N v DEED vs7a'. � �:t7 -'t rr._ ,T T7 m = Tyl Z ALGER & SCHIL LNG ATTORNEYS AT LAW 866 MAIN STREET P. O. BOX 449 OSTERVILLE, MASS. 02668-0063 r - I, JEAN E. GAVIN of Winter Park, Florida, for considera- tion paid and in consideration of ONE ($1.00) DOLLAR grant to JEAN E. GAVIN, TRUSTEE of the GAVIN REAL ESTATE TRUST under an f. Indenture of Trust dated JYJOP-44Yr- , .1984, recorded with r. the Barnstable Registry District of the Land Court as Document 1� No. of 1302 Alberta Drive, Winter Park, Florida 32789, with QUITCLAIM COVENANTS, two adjoining parcels of vacant land situated on Sea View Avenue in the Village of Osterville, in the Town and County of Barnstable, and shown as Lot 21 on Land Court Plan.1748-Z and Lot 22 on Land Court Plan 1748-I, both shown on a plan, drawn by Baxter & Nye, Inc. , Registered Land Surveyors, filed in the Land Registration Office at Boston, a copy of which is to be filed in the Barnstable Registry District of the Land Court, and being more particularly bounded and described as follows: LOT 21 NORTHERLY by Sea View Avenue thirty (30) feet. EASTERLY by Lot 22 on said plan, being other land of the Grantee three hundred (300) feet. SOUTHERLY by Lot 23 on said plan, being other land .of the Grantee thirty (30) feet. WESTERLY by Lot 20 on said plan, being other land of the Grantor, three hundred (300) feet. Containing 9,000 square feet more or less. For title see Certificate of Title NoAPF/63 issued to me by the Barnstable Registry District of the Land Court. ALGER B SCHILLING ATTonner•AT uw Page 1 of 3 0aa MAIN.1..11 oare•vaLe, wAaa. 1" • .>�.. 1 . ,'.� �i }/ / l�',d . '� y .;' , V 'l LOT 22 NORTHERLY by Sea View Avenue, a public way, eighty- nine and 32/100 (89.32) feet. EASTERLY by Lot 23 on said plan, being other land of the Grantor, by two courses, a total distance of three hundred forty-eight and 91/100 (348.91) feet. SOUTHERLY by Said Lot 23, one hundred three and 43/100 (103.43) feet. WESTERLY by Said Lot 23, fifty and 78/100 (50.78) feet, and by Lot 21 on said plan, being the first parcel above described, three hundred (300) feet. Containing 34,561 square feet more or less. For title to Lot 22, see Certificate of Title No. 78783 issued by the Barnstable Registry District of the Land Court. Said Lot 22 is conveyed subject to a right of way for the benefit of Lot 23 in common with Lot 22 over the paved drive ten (10) feet wide as shown on said plan; reserving to the owner of Lot 22 the right to relocate at his expense said drive with ' another drive of similar construction providing the access of the owner of Lot 23 is not unreasonably interrupted. Said Lot 22 is also conveyed subject to an easement in favor of Lot 23 for ` the maintenance of .the existing overhead utility line and wires as shown on said plan, and the existing underground water pipes. Reserving to the owner of Lot 22 the right at his expense to relocate said pipes, wires and lines from time to time providing the service to Lot 23 is not unreasonably interrupted. LAND COURT.BOSTON.The land' herein described will belhown oe ALGER 8 SCHILLING page 2 of 3 our approved nl?n to fnilow n ATTORN[T8 AT LAW //`. 886 MAIN BTREBT \/{/r 31 1* P. O. BOX 448 OBTERVILLE. MA88. m n-12" / imp oaaae•ooas (Examined as to 4xiption only) Ar,37dlk)e#" Engineer. w WITNESS my hand and seal this :� day of 1984. E. GAVIN STATE OF FLORIDA Grtih y2. , ss. ��(/i �) 1984 Then personally appeared the above named JEAN E. GAVIN and acknowledged the foregoing instrument to be her free act and deed before me No ry Public My commission expir NOAV W&c,State c1 Rci& .:w. Nx P0,000 11Mu 1mY Fra IosuNcu.Ivc �.1.Jc� ALGER @ SCHILLING Page 3 of 3 ATTORNEYS AT LAW .. BOB MAIN STREET P. O. BOX 449 OSTCRWI.LE. MASS. OYBBB•0083 po�:952.252 12-L6-2003 2: 13 CtP#: 171582 BARNSTABLE LAND COURT REGISTRY DEED We, Barrie E. Zais and Mitchell M. Zais, Trustees of the Jean E. Gavin Qualified Personal Residence Trust, a Trust created by Indenture of Trust dated November 6, 1993 and filed with the Barnstable Registry District of the Land Court as Document No. 599881 ("the Trust") ; For consideration of One ($1. 00) Dollar paid, and for the purpose of distributing the property held by the Trustees to the Beneficiaries of the Trust; Grant to the daughters of Jean E. Gavin being Caroline Gavin McNeill, of Wilton, Connecticut; Patricia Gavin Cincotta, of San Diego, California; Marjorie Aileen Gavin Lewis, of Brookline, Massachusetts; and Chloe J. Gavin, of Riverside, Connecticut; each to hold an undivided one-quarter (1/4) interest as a Tenant in Common; (See attached page for addresses) The Premises commonly known as 469 Sea View Avenue, Osterville, being that certain lot of land with the improvements thereon situated on Sea View Avenue in the Village of Osterville, in the Town and County of Barnstable, and shown as Lot 23 on Land Court Plan 1748-1 on a plan drawn by Baxter & Nye, Inc. , Registered Land Surveyors, filed in the Land Registration Office at Boston, a copy of which is filed in the Barnstable County Registry District of the Land Court with Certificate of Title No. 99470. Lot 23 is conveyed with the benefit of a right of way in common with Lot 22 over the paved drive ten (10) feet wide as shown on the plan; subject to the right of the owner of Lot 22 to relocate at his expense said drive with another drive of similar construction providing the access of the owner of Lot 23 is not unreasonably interrupted. Lot 23 is also conveyed with the benefit of an easement over Lot 22 for the maintenance of the existing overhead utility line and wires as shown on the plan, and the existing underground water pipes. Subject to the right of the owner of Lot 22 at his expense to relocate the pipes, wires and lines from time to time providing the service to Lot 23 is not unreasonably interrupted. For title, refer to the deed of Jean E. Gavin dated November 6, 1993 filed as Document No. 599880 and to the Order appointing Co-Trustees issued from the Circuit Court of the Ninth i Judicial Circuit in and for Orange County, Florida (Case I i No. CI98-763) dated February 16, 1998, an attested copy of which is filed as Document No. We, Barrie E. Zais and Mitchell M. Zais, certify: That we are the current and only Trustees of the Trust. That the Trust is in full force and of effect upon the terms and conditions described by the Indenture of Trust dated November 6, 1993 and filed as Document No. 599881, without amendment or prior revocation. That the Beneficiaries are each of full age and legal capacity and that there are no unknown or unascertained beneficiaries. In Witness Whereof, We, Barrie E. Zais and Mitchell M. Zais have hereunto set our hands and seals as of this 6th day of November, 2003. Mitchell M. Zais Barrie E. Zais State of Pennsylvania,Cowt-1 CC 64'wbaA.10"n4 ss: feu o si b.e A On this I'0� - day of 2003, before me personally appeared Barrie E. Zais, to me known to be the person described in and who executed the foregoing instrument, and acknowledged that he executed the same as his free act and deed. Notai,at S,al Beuy S KiWu- Notary Public Carl sle Bi)a:.Canru.rlar•d Coji:n My 9apNrS Mey 14 'MI Notary Public I State of South Carolina ss: �treernlr,e w On this 1044N day of -PQ*am]aer, 2003, before me personally appeared Mitchell M. Zais, to me known to be the person described in and who executed the foregoing instrument, and acknowledged that he executed the same as his free act and deed. A,). •': (P Notary Public Qi N0TAAYs 1r f ADDRESSES Caroline Gavin McNeill 152 Spoonwood Road Wilton, CT 06897 Patricia Gavin Cincotta 12221 Carmel Vista Road Unit 201 San Diego, CA 92130 Marjorie Aileen Gavin Lewis 348 Walnut Street Brookline, MA 02445 Chloe J. Gavin 11 Hidden Brook Road Riverside, CT 06878 BARNSTABLE REGISTRY OF DEEDS r Docz953,O7O 12-24-2093 6t37 Ctf#x171677 BARNSTABLE LAND CURT REGISTRY DEED We, Carolin�Gavin McNeill (formerly known as Caroline A. Gavin) ; Patricia avinl Cincotta (formerly know�i as Patricia C. Gavin) ; Marjorie Eileen Gavin Lewis; and Chloe J. Gavin (formerly known as Chloe J. Gavin-Beatty) ; each holding an undivided one- quarter (1/4) interest as a Tenant in Common; For consideration of One ($1. 00) Dollar paid; Grant to Seaview Cape House, LLC, a Massachusetts Limited Liability Company (Mail address: c/o Caroline Gavin McNeill, 152 Spoonwood Road, Wilton, CT 06897) ; With Quitclaim Covenants; The Premises commonly known as -469 Sea View Avenue, Osterville, being that certain lot of land with the improvements thereon situated on Seaview Avenue in the Village of Osterville, in the Town and County of Barnstable, and shown as Lot 2� on Land Court Plan 1748-I on a plan drawn by Baxter & Nye, Inc. , Registered Land Surveyors, filed in the Land Registration Office at Boston, a copy of which is filed in the Barnstable County Registry District of the Land Court with Certificate of Title No. 99470. Lot 23 is conveyed with the benefit of a right of way in common with Lot 22 over the paved drive ten (10) feet wide as shown on the plan; subject to the right of the owner of Lot 22 to relocate at his expense the drive with another drive of similar construction providing the access of the owner of Lot 23 is not unreasonably interrupted. Lot 23 is also conveyed with the benefit of an easement over Lot 22 for the maintenance of the existing overhead utility line and wires as shown on the plan, and the existing underground water pipes. Subject to the right of the owner of Lot 22 at his expense to relocate the pipes, wires and lines from time to time providing the service to Lot 23 is not unreasonably interrupted. For title, refer to the deed of Barrie E. Zais and Mitchell M. Zais, Trustees of the Jean E. Gavin Qualified Personal Residence Trust, dated November 6, 2003, filed as Document No. 952,252 and Certificate of Title No. 171582 . In Witness Whereof, We, Caroline Gavin McNeill, Patricia Gavin Cincotta, Marjorie Aileen Gavin Lewis and Chloe J. Gavin, have hereunto set our hands and seals as of this as day day of December, 2003. PZ;rk. ' 4 Z' Carolin avin McNeill P tricia G in C ' •ta Mar ' rie Aileen Gavin TA4is Chloe e� State of Connecticut ss• On this � day of December, 2003, before me personally appeared Chloe J. Gavin, to me known to be the person described in and who executed the foregoing instrument, and acknowledged that she executed the same as her free act and deed. Notary u7blic oil yo•:Z••••.06,• . cti�a► ...t>.. C ••••Nb BARNSTABLE REGISTRY OF DEEDS r • SUBDIVISION PLAN OF' LAND IN BAi??dSTABLE Baxter & Nye, Inc., Surveyors 1748`1 October 12, 1964 W O E SEA V1,CWt4000 w;de)A E Se9045'45"E C8 ca R=7/ODOBO 536�06 � �� i 8.932�'�,� 2Q6'9 11 i I I � tvdo� t 20 22f1 , � �, w o •- p>jr ae9°4545"� mo �r�S` 7 ca or Plan No. 48R i S pt3°01?�"W II`/77A4 �s�d,C�e, 11� Ce I. /97/9 +`Q '0 CB s 88°5/�/4" W i 0 q I o / = S 23 - a b O a I I AQ I C.B. I 44 A5 z � I °01 r, y 69 y VINEYARD- SOUND Subdivision of Lot 4 Shown on Plan 1748Q Wiled with Cert. of Title No. 16513 Registry District of Barnstable County Separate certificates of title may be Issued for land shown hereon as./0ls.22and 23................ By the Court. SPY ofPert of plan ---pled In _ LAND REGISTRATION OFFICE OCr 31, /984 ,� Re rder. Scale of this plan fO feet to an inch n LoulsA.Moore, gineerlorCourt SUBDIVISION PLAN OF LAND 1N •BARNSTABLE " 1748Z Baxter & Nye, Inc. , Surveyors Ootober 12, 1984 w O E SEA VIEW (4000 wide) AVE .� Co. S B9° 45' W E 7.00 C.B. on- -- 1 2Pd06 -- L` 8/00 v 3Q00 8232 r2Qs9= � 21 I o j Oa a hO b 0 20 Ny A NB9°43'4 "W I B2 a A29.04 � J000 Plon No. /74BE Cart.193 ti�a� ae 4 1 p 6 � � Ce, O I b h i o i O ' h 0 1 � � S u 01 0! 90 � 6 5 11 1� I p s01JND VINEYpRp Subdivision of Lot 5 Shown on Plan 1748Q Filed with Cert, of Title No. .16513 Registry District of Barnstable County LLsh'jow'n e certificates of title may be Issued for land ereon as.1020and21.........................ourt. Copy of art o/plan —tiled in— LAND REGISTRATION OFFICE OCT.3/, 1984Scale of this plan 0 feet to an Inch Louls A.Moore, ngineor forCourt f i 6 il 6 6 �D� u f ! 6 9 6 6 Western Suret a LICENSE AND PERMIT BOND ; V For County,City,Town or Village Only-Not Valid for Bonds Required by the State.Not Valid for Contract, ; 6 Performance,Maintenance,Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL PERSONS BY THESE PRESENTS: BOND No.L&P- 4 .2 7 4. 9 H o Thatwe, ' MIRRIONE REALTY CORPORATION , of the CITY of OSTERVILLE , State of MASSACHUSETTS , as Principal, n and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of MA , as Surety, are held and firmly bound unto the TOWN of BARNSTABLE , State of MA , as Obligee, in the (Valid only when a County,City,Town or Village is named as Obligee) amount of FIVE THOUSAND DOLLARS($ 5.,000 ), (NOT VALID FOR MORE THAN$25,000) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made,we bind ourselves and our legal representatives, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas, the Principal has been licensed AS A HOMEOWNER/BUILDER ROAD BOND FOR 469 SEA VIEW AVE. ., OSTERVILL.E, MA 02655 by the Obligee. NO,NU+III%EREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordi- nances(including altamendments),pertaining to the license or permit,then this obligation to be void,otherwise to 'maz'n.fi,V �foreelan re d effect for a period commencing on the 12t-h day of OCTORER ,2004 , ��2ath and=ending on ,,,, day of OCTORFR ,204�. ,unless renewed by continuation certificate. s on m�y'bc�t4minated at any time by the Surety upon sending notice in writing by First Class U.S.Mail go the Obligee and tolze Principal at the address last known to the Surety,and at the expiration of thirty-five(35) If d'ays f�omhe�mailingof notice or as soon thereafter as permitted by applicable law, whichever is later, this bond sh�a ninat...,',, he Surety shall be relieved from any liability for any subsequent acts or omissions of the Frincl a.." ''e"" egg of the number of years this bond shall continue in force, the number of claims made against this b0 ;' nde`'�number of premiums which shall be payable or paid,the Surety's total limit of liability shall not be cumulative from year to year or period to period, and in no event shall the Surety's total liability for all claims exceed the amount set forth above. Any revision of the bond amount shall not be cumulative. Dated this 12th day of OCTORFR 2004 . _ Principal MTP.RTONF. REALTY CORPORATION Principal Count rsigned r equir WESTER U R E T Y M P A N Y 6 By By Q esident Agent Senior V ce President ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA (Corporate Officer) F COUNTY OF MINNEHAHA }ss On this %"� day of O Cto ,before me, the undersigned officer,personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY F COMPANY,a corporation, and that he as such officer,being authorized so to do, executed the foregoing instru- ment for the purpose therein contained,by signing the name of the corporatioia by himself as such officer. ; IN WITNESS WHEREOF,I have hereunto set my hand and official seal. G + 1 r s S.EICH SVEAL NOTARY PUBLIC SEAL o SOUTH DAKOTA Notary Public, South Dakota My Commission Expires February 12,2009 Western Surety Company• 101 S. Phillips Ave. ; Form849A—s-zoo4 Sioux Falls, SD 57104. 1-605-336-0850 b p } ACKNOWLEDGMENT OF PRINCIPAL r b (I-ndividual or Partners) e ti= STATE OF u i ss p t , e j! COUNTY OF a i n e 6 On this day of ;before me personally appeared a b n , U p c e I� b e y b e y b p known to me to be the individual_ described in and who executed the foregoing instrument and acknowledged to me that Vie_executed the same. - tl b • My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL ` (Corporate Officer) STATE OF ss COUNTY OF On this day of ,before me, personally appeared ,who acknowledged himself/herself to be the ' of ( , a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the pur- poses therein contained by signing the name ofthe corporation by himself/herself as such officer. 1 My commission expires t . Notary Public 1l 'fl F p P b ` b T P f , � p P , i p P '4 o O l ce n M�1 b .y p ® � ^ v n b F+y n \ 0 P1 p n , , V) e LL p IG 7� + n p � a oZi w a p rl - _ _ . .. ... ,:., i= . . _. .. ... .. .. ... .. .. . . ,... _ - .. .. .. .. _, .. .. ., ,.. .. . ... 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ENER'AL STRUCTU4AL NQJE_5'AND SPECIFICATIONS •' •� • :•BQ .' ..iFOLINDATICINs R011d IJRPFYTRr, 7: x, ... •• 't..:RCTi7t%T0 IINE`PROiCT SPECIFICATIONS AND THE COIWORa£ALTH OF MASSACHUSETTS : ODIEAK-AL' FOUNDATION EXCAVATION.FILL,9l AND=;A ,.11E DONE 1. ALL LUMBER TO BE SURFACED DRY(S-DRY)AT A MAXI!UM MOISTURE CONTENT;Oi� •v�"a ; 1�.." _STATE'BI70.DOW'•CCppppEE FTR 11E YATFJeAI A11D INOONMA/N$NF MOT SPECFED 11ERE1H 1/17DF71 TE SIFERNSION OF A GE0IECIOOCAL ENGINEER REGISTERED IN THE STATE LOX,MID NATIKED ACCOROVTCLY.. 1. STRVCRfgA STEEL WORT(SNW1 CONFORM TD'SPEGFlC RqN FOR DESIGN, ..'2.-STRUCTURAL'DRAIRILCS 6HAL1 BE USED'W'COAAINCTON WITH.'ARCHITECTURAL OF MASSAN71LiSEflS.AND MM 7HE AID OF AH APPROVED TESTING AGENCY SMLARLY 2. ALL JOdTS.5'IUDS AND RAFTERS'TO BE I/EM-fiR Mo.2 OR SPRIKE/PIIE/FIR no.2 iABRN7J10N.AND ERECTION OF'SRRVCNRAL STEEL FOR BLIR.DINNGS'(A6C.N01TIN �'..N�� ,'_r..'•IEIiIANIGIL AND:f1LC1RICAL'dUMNGS:AMD*SPEOnCAT IAM. THESE DRAWINGS QUAI110: ALL SUCH OEOTEL1Br ENGINEERING AND TESTING TO BE DONE GRADE AHARKED. EDTION),AND'STRUCTURAL WELDING CODE- SIM:, (AWS'DIJ LATEST EDMON) U, `• f+•,' ARD'fP661CA110YS i1MLL BE REiERRID TO FOR a7F.roi)I OGtnO+K OOF)aNGS, 5L8lECT TO 111E APWtOVILL OF iNE ARCHITECT AND.PND FOR BY THE OM(E{. 1. ALL SILIS:.AND ALL OTHER ELEMENTS SO SPECIFIED.70 BE PRESSURE TREATED(P.7.) 2.57RUCTURK STEEL ROLLED SHAPES.PLATES AND BARS SHALL CONFORM TO THE - � `:>�'N• .TAINTS.-PIPES-0E4RM HAMQAS ETC. 2. FOUNDATIONS SNAIL BC FJJRRIED TO FIRM 11N06'TI1718ED OR DNNiNR[LALD YAIE7OAls WITH HATER BOIITON SALTS*PER AWPB iP-2 ALL'SU01 iHOSSI/RC.TREATED WlE0A1 FOLLOWING ASTY OFSNGMTRONd: .. ♦. ,. •�>.•..1111-MLr IODS'EP'�iO.IFS CT..,nrr.::'TD ',111E p1AWVRQS ARE CAPABLE OR SIASTAOWIG A BEARING ASTr A-572, GRADE 80 ALL COJWNS.BEAMS.AND GIRDERS UNLESS NOTED •...70 BEOONSmERED•TYPGL FOR-ALL SMXAF..J:-�..7.L5. VERSED ON THE AB. FILL MATERIALS A OF 2 TONS PER SQUARE ippT.TO BE TO BE SOUMERn PINE/b.2 Oii BERFJt.fiiADE'MMIO�. ON SITE SHALL BE REM WED AND REPLACED M. ALL PoSTS AllD TMBEId 70 BE DOIxXAS-FIR No.2•GRADE WIRKED. . n r.,p..' ':1: 'TIE CONiIbMCIOFY'ST1Al1•RENER AND.I%RRi'T'TIOP'DRAMNG$AND-RECEIVE APPROVAL WIN APPROVED ENGINEERED FILL.PLACED IN 12'1ff15 AHD COMPAC7ID TO OSx 5. ALL STUDS TO REAR PROPER STUD GRADE PA R R OR-BETTER. •. .:BEFORE FABRICATION OF MATERIAL SHOP.ORAWLMS SHALL NOT BE SUBMITTED FOR MATOYW DRY DF/.ITY AS DE7ERANINED BY AS7L D-15%. 6. ALL ROOF SHfATIWG TD BE'S/d•TRICK C-D 32/16 APA I(IEIUOR WITH E7CTF/R1OR ASTY A-36 W SHAPES WEIGHING 1a•PLF OR LESS AND ALL OTHER A. _ APPRWAI.lFTIIOUT THE.CONTRACTORS FULL REVIEW AND-COORONATWIL ANNOTATED .1 FOOTING CxCAVAl10N5 SHALL BE.r8I5Hm BY NAND PROOF ROLLED AND SHALL BE GLUE GRADE WN1�. ROLLED SHAPES. PLATES AND BARS UNLESS NOTED [E7 T:•.: 7 �ANO'mGll®•AS S1JOt f7tE.C11GIN.671I11 BE MADE FROM THE APPROVED STOP BY THE ARCHITECT BEFORE THE PLACEMENT CF CONCRETE. 7. ALL(Ross-ORMICD'BEWNC'UNTS(5615.SOLE-PLATES.BVN JOISTS ETC_)TO 8E OTHERWISE- APPROVED 'r"' ��. •t•fir 'o••v(F:� DIIARMMGS ONLY..... a. NO FOOTINGS TO BE PLACED IN WATER OR ON FROZEN GROWO. INSTALLED AT A MMIOMUH MOftTNR CODEM OF/5X AS fEASURFD W TNC F U' TIE=CONTRIICI'OR b11A11 VFJry ALL'OYLWSIOMS AND COIOn10M5 AT ME SITE AND S. BOTTOM OF FCOIIIC i3EVAli0N5 SHOWN d THE DRAWINGS ARE PROVISIONAL UNTIL 8. ALL tXIERgR WALL SNIFi1710NG TOE 1/2'1TOCK Fro It/0 APA NNIERIOR RCM ASTM A-SOP,GRADE B 57EEL TURFS .'.. �. .. :.Y :•.'t• 'REPORT ANY DRCRFPANCY.TO THE-ARORIECT'DOM➢.ROCFIDWC WITH THE WORK CONDITION OF THE SOIL IS vER1FffD IN THE FEND AT ALL LOCATIONS. EXRIOOR CLUE.GRADE MARKED. U. J„ . 4, M•+,�° '•,s: : ::8. THE CONTRACTOR'SKALL NOTIFY THE'ARCHMcT AMD/OR.TIE TESTING AGENCY 6. eA0614 SHALL BE PLACED TD EQUAL E1.EvAT10N5 ON BOTH SIDES OF FOUNDATION B. ALL FLDO16 TD BC SNFATNFD WIRI 3/1•TIdLX SUBFT.00P-UMDEOAriDlT.g20(IP i. A57M A-5J:GRADE a STEEL PIPES � ' "vS.V: ^':'YETIIIN A'REA3011AILE TIME OF•AGTMTIES ON SITE WHICH REOUIR I/mR WALLS FOINOAECm WITH BACNfI1 ON ONE SIDE ONLY.SHALL BE SHORED OR APA RTIEIdOR TONGUE AlA GROOVE EDGES. ALL UNOERIAYMEM 1D BE CLUED WITH 'S'. =:3�:. PRESDIOE OBSIRVADONS BY THE ARO17EGT.AND INSPECTION BY THE TESTING HAVE PERMANENT ADJACENT CONSTRUCTION IN PLACE AND OF SUFFICIENT STRENGTH ROOF SHEATHING G INS N MYICII OONFDID6 TD APA PERFORMANCE SPECLYITIDN AFG-01. 'I AGENCY ARE MANDATORY AND THE SCOPE OF'THESE WILL BE PRE-ARRANGED BY 111E BEFORE BALXPDIDFG 10. ROOF SNEMANE ITo BE TOI MO1FS. : ANY A-125.TYPE F OR N ALL BOLTS FOR COWfCCI1NC STRIKRIRAL.MEMBERS .. ARCHITECT AT THE START Di CONSTRUCTION. J. 6 ROCK d ENCOIINTERED.EXCAVATE V-C'EELDW BOTTOM 0F'FCO1INC PROVIDE PANELS TO BE I.VD W.11(TX LONG DIMENSION ACRb15 RMTEJC/TRUS;ES •f ':T .9. DESIGN I/IE LOADS' GRAVEL II.L COMPACTED 70 OSX DRY OCTdTTY AS DETERMINED BY'THE MODIFIED, WITN-EACH COURSE LAPPED WITH TE COURSE BELOW. ASHY A-]07 ALL MCCHOR.BOLTS.IINItSs NOTED OTHERWISE <I '•S:' .• PROCTOR METHOD.- •ALL'INPRIAM OF 1//16'SPICE d END GOIMS.AND 1/8'SPACE AT EDGE 1. ALL SHOP DONNECTIONS WAY BE WELDED OR.BOCTFD. PU1D CONNECTIONS SHALL BE ROOF lDADS(fNOlf)-------•25 PSF L IF RATER K ENCOURN l; MANTIS EXCAVATE TO CORRECT LEVELS AND INSTALL Jowm. DOUBLE THESE SPACES IN HUMID CONDITIONS. WELDED OR BOLTED. BOLTS TO BE 3/a DIAMETER.HOLES U' 0 DYWEIFR -----t0 PST CRUSHED COMPACTED$NONE OR LEAN CONCRETE: TRENCH DRAW AND PUMP WHERE PROviDE PLY-CUPS BC(WEDN RAFTERS AT ALL EDGE JOD(i" NNIA CORNCONFORMING h ,per}'•+ SECOND FLOOR -- 325. �10 PSi REWIRE. SPIRAL TFIEM Ls Bd ": {. FLAMGLf AICDTM'EBS gASIVFMBCAMS ARE TO BE PUNCHED'DIRE REOUIItD TO RECF1vE, DECKS,SALCODES--LE -60.PSF MAILS SPA O 12'O/C CED AT MIERMEDNTE SUPPORTS. FINISHES. • . . ..yy •` j .. STAGE.UNMIABITAB ATTIC---20 PS' 11. ALL JOISTS LOCATED UNDER PARTITIONS TO BE DOUBLED. S PAN W T ONE SHOP COAT APO TOUCH UP TIE H7ELD"ALL SIRVC7{ARAL 5112E M11M OR ':•..N.i "�..R'�^ . ;. .. PARTITION ALLOWANCE -_--_10 PSF 12 ALL SIERUCNRAL IAYNUT® S•.: x. DR PREFABIOGI7ED 1EYBERS THEE OR LV.L)TO BE 1NORC On RED METAL PRIMER" FABRICATED OF MATERIAL FOR FI-2B00 PSI'AND E-2.000.000 PSI OR GREATER AS 6. ALL S'IEEEL'PE MAM¢JTILY EXPOSED'iD 1iE.1TKH'SMALL BE'HOT GIPPED.OACVANTID. r-$C 1. ALL REINFORCED CONCRETE WORK SHALL CONFORM To THE LATEST PROVISIONS OF MANUFACTURED BY THE Trdr,-j T CORP.OR GEORW PACIFIC OR APPROVED.EOUAL 7. NO DANCE IN S11E'OR POSITIONAF THE STIBNCTUNAL`EIDIFNTS SHALL BE MADE THE AMERICAN CONCRETE INSTITUTE(ACI). 13. BEVIES MADE IA of MULTIPLE 64CRO-LAMS OR LK•5 TO BE CLUED MO NAILED WITH=PRIOR A:PPROIRL OF THE ENGO®L /`•,1Lx 2 CONCRETE SHALL NAVE A YRAYLIY COMPRESSIVE STRENGTH AT 28 DAYS K TOGETHER USING 2-ROTS OF 8d MARLS AT 12'GAG(STAGGERED). ALL MQUAIC TD e. FILER BE-Ad 5111I1 BE SPACED EGIIALLY.BEIWEEf ESTABLISHED OMENSIONS: �:)5:.�.' mTrnIR•, d�yFn�eeUPAwr 300D"((e). BEN ACCORDACE WIN THE APPLICABLE BURDNG CODE NALM SCHEDULE L90-CS NOTED OTFAERMSE. YT•') 3. REINFORCEMENT SHALL BE.NEW DUST STEEL BARS AND SHALL CONFORM TO ASTIA 11. ALL CONNECTING HARDWARE AND FASTENERS TD BE.SMPSON BRAND OR APPROVED S. PROVIDE TEMPORARY ERECTION BRACING tD YMNTAW STRUCTURAL STEEL.IN PROPER :ALL WORK TO BE'SUBJECT TO THE APPROVAL Of THE STRUCTURAL ENGINEER OF RECORD(S.E.R) A-615 GRADE d0. DEFORMATIONS TD CONFORM TO AMU A-305. MELDED WIRE EQUAL INSTALLED W ACCORDANCE WITH THE MANUFACTURER RECOwNDIDAnDM. POSTIIOM UNTIL PERMANENTLY SECURED. REMOVE TEMPORARY BRAGING AND THEIR •" `�: ':. IN THE'FJED.IN ADOTTIOM.AN.APPROVED TESTING LABORATORY.SELECTED BY TIE S.".AND FABRIC TO CONFORM TO ASTM A-185. CONNECTIONS ONLY AFTER FAECIION OF PEREMNFNT ER3ABLItS d COMPLETE AND CONCRETE 'PAID FOR BY THE ORWffIL A'PROCRAY OF STRUCTURAL QUMJTY ASSURANCE SHALL BE DEVELOPED ♦. CONCRETE SHALL BE CONTROLLED CONCRETE.MD%ED AND PLACED UNDER THE SLABS HAVE BEEN PLACED M7..' BY THE S.E.R.MO PRESENTED TO THE GENERAL CONTRACTOR IN A PRE-COHSI%1CilON MEETING INSPECTION OF AN APPRDKD NESTING AGENCY. [•A�ENTRY ST:unAone .. .. 10. ALL-1RIID5 SHALL BE WIDE BY ORTIFED WELDERS.AND SHALL:C0NIFOIM TO THE .ri) MNERICAN WELDING SOCIETY CODE AWS Ol.I.LATEST EETON. UNLESS OTHERWISE ��•y� PRIOR'lb THE START•OF CONSTRUCTION BUSED ON THE i0l1DWINC: A ALL STRUCTURAL TIMBER TD CONFORM 70 THE LATEST EDTDN OF NFPA•NATIONAL NOTED.ALL WELDS SHALL'DEWAP THE FULL STRENGTH OF THE MEMBERS OR COMPONENTS ��R>WIXl': � 'I•TV;? .. '' 7 %JME.TESIING IABORAIORf SNMLl 1N.SPECT ALL.RENFORCEAEMT AND F'OIUAIFORNC PRIOR TO 7HE .:PC.-. STAIOMO DESIGN SPfT.7MKA710N FOR WOOD COIQTRUCn0N1'AND lE5 SAIPPLDNENT BEING CONNECTED. ^' aLUMP TESTS CAST ONE SET K COL coauETE PI/ILL4NT.PERFORM GR[TE..Y... URINES FOR WOOD CDN51R1NCT10N•. 11. ELECTRODES FOR ALL WEDNC'SHALL CONFORM-To 'AWS E-70 SIRES. •„�s. .:,TEST CYIiOEIET FM EACH'DAY POUR OR 30 YARDS PLACED.MINIMUM. CYIJNDEtd ( lAQ 12 ALL MELO/C SHALL BE INSPECTED BY OUAUFIED WADING INSPECTORS.FILLET . :.;.SHALL K TESTED'MO COMPLETE REPORTS FORWARDED To THE OWNER.ARCHITECT.AND D. PRIME DOUBLE STUDS, STUDS UNDER ALL HEADERS OR BULLY UP HE PO UNLESS •�rR A: l:5:�; .••CONTRACTOR. DBCREPANCIES.SEMIL BE.RFPORIED TO ALL PARTIES USING THE MOST LOADT T E FDU SUCH'S1UD5 SNAIL BE MADE CONTINUOUS FROM THE POINT OF .��®� 'M,•., LORD TO 7M FOUHDATIo11' WEIRS SHALL 0E VISUALLY INSPECTED.(TALL PEICTUnd WELDS SHALL BE IOOX . ISPEC7 BY ULIRASCMC METHODS. :MEANS' ..p(P�plT C. ALL TIMBER POSTS TD NK PROVIDED WITH PREFABRICATED METAL CAA•S AND BASES �T,' 3. TILIVERY NG MBORAMWEIDSH1L1 ALSO INSPECT ALL.STRUCIURAL STEEL AT THE SHOP BEFORE SEE PREFABRICATED WHERE RJOISTS T �.v- (4 ..OtTJVEEY N!D N TIC iiE1D OUTING'ERECTION. NJ.'WEIDIMG SNARL BE INSPECTED BY QUALIFIED D. SEE W BOOR JOISTS TO BE TJI JOISTS ITT TRUSS JOIST NMCYIUAN OR EON'r ¢`•. 11 EI'ELDHG INSPECTORS. FILLET WELDS SIY41 BE VISUALLY INSPECTED,. FULL PENETRATION 11FLD5 INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. •: 6WLL'BE IDOX INSPECTED BY UR,TRASOEdc METHODS. BOLT TOROVCS To BE VERIFIED. R4 THE Rf5PON98LLlIT'Of THE CONTRACTOR to COORDINATE ALL 7FSTNGWORK AND . HORFY.THE AGEILT.W A REASONABLE TIME I, IT 9ALL BE i/HE'RESPON6f8RlTY OF THE GENERAL CONTRACTOR TO ESTABLISH AND MAINTAIN -,•A.FROGRAY OF STIOJCRNML:QUALM'CONTROL FOR THE PROJECT WITH REGARDS TO ALL w .::STRUCTURAL SYSTEMS. THIS SHIN_INCLUDE TESTING AND NSPECTMN.S WHERE NECESSARY. > ..'y�'.. r r ' 1< .� 1. REFER TO THE ARCOTECTURAL DRAWINGS OR DIMENSIONS HOT M IN ALL ELUDED THE r . STRUCTURAL DOOINfTfIS. a- 1. CAP PL A v d'UDNIG/2 - , W/(2)-S/d•a BOLTS W 4 ll V. NEW WF STEEL 0) BEAM 241, l NEW WF STEEL BEAM 1/Y BASE Pl. (PT.)su-\ W/ATTACHED NAILER NEW WF SIE71 L W/(4}5/e'9 PROVIDE JOIST >:BEAM BOLTS HANGERS 1/A•CAP HEM'Wf 57FEL I ,Nz; N` FIN.FLOOR v FIN,BOOR BEAM U .F`: •7l: All '�S�n .;•i r,� .. 1/2-FrITED STIFF. NEW FLOOR i NEW FLOORyy z 'C 9•�;... .F, PL(Es.) FRAYING FRAMING ' 1/(2LAP PL /8 "rp..f. 1 H I BOLTS)�..5/8'I Arm: I ( � .f'J',: • (z)-zA_vAOONc NEW WF sTEe 2L NAILS (coM.)•� .Y?a4 ROWS /2•CAP PL / 3;1%2'CURB OROUT M/(a)-5/8'I I ATTACHED jz i eaT/52 �`I AAcnuTED FAS Po.,,l SEN S �' BOLTS I (STAGGERED) . :. "' lo'CONCRETE ", '2: 'lOUNWTION WALL . NEW W STEEL 3'r.(N.D.) `L1��'�•+:: STANDARD STEEL PIPE TYPICAL FLUSH BEAM DETAIL ' COLUMN(TYPICAL) sy.A51 TYPICAL BEAM POCKET DETAIL TYPICAL DROP BEAM DETAIL RD•STEEL PIPE . !. TYPICAL COLUMN DETAIL NEW(P.TJ CoLUN SILL I Ca1JA1N(11'PIfJIL) .. DUE+8'Ym8,1R1. •`_> �iN•. • ///''•KEEPER'PIPE- /2' st. 1 • 1/2'LONG) 1/2'PL x 5 1/2' B' Q.. , 1/2'0 RAG � . .;. 9r . AUDNAx '�• TYPICAL INTERIOR IEGEND- COLUMN DETAILS ITT""" . _ TT'P:MALL PEINF.DETAIL aA ITTIY III, A. JDRrr . Poz noTTIY Ia IaO SL NNAY .,. LPMW tQ 1mMmGNrAL : t{G'}' WIC .•.&C-MD LLV. ItMC III WINE_ 1R Wj y•,a• mrs mNm v.o,N -i - CA.4 L U E F MAIL MAXIMUM aCIX 1®Iw.CAL 3'LSG; FILL W/ElASTOMEWC JOINT SEALER qA NM Meln MIs'RrROW ' • CIE, CO.EILT[1rAMORIY IAOf _ PREFAB METAL FORM ELASTOMERIC NIL OaIAeI Mi. Maoro-aAr . MC NMrIW¢R Ir11. IGTAL 1/4•JOINT FILLER HINT SCALER LOAN mNII ItLL �R'JRE 1-ai E.F. OA aAK1OR 0/C.GL ON QlMld WL O.mma. na auTmc NRAYcm 'i;\ NOTE$'...':.. ' .FTnmDi,naM WALL . 7 I NMMa .mMvm NIP. vroRt[ + +.•'.:.'.::• .•M 1--38a� x _x x x x- -x x x x (o(ppa wm r�uTrWI �.\c EA .LAIN• I.T. Nr!>aVK TREATED IL ACE DEVATTXA, Now to v(.,.. 1n DISPLACED vfltT BARS OMI. OYONWT' III. 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W..:1 '.'-Q'ii .. .. , ,. - 1111,1[` - } _ , a ... _. .. .. .. .I '17M•.. r - f n. /.• 1 n_ - L<<' ;`a f Y ...-. .. ... -. ... .. .:r. {ir_ �SE .'� _ON B. a.>. c >q_. - r__, -,I. . ' ;ZN€RAL'STRUGTURAL NOTF_5`AND 'S?ECiFIGAT10N5 `L ���; ELlltlGeLOtlS B�Bffi(ffi7[. K'�Y':•'.'.=. T..-R �%1D�TE`PRO.E ND CT SPECIFICATIONS A THE COMMONWEALTH OF MAISACHUSETTS GENERAL-ALL FOUNDATION EXCAVATION,FILLING.AND GRADING TO BE DONE EDR 1. ALL LUMBER TO BE SURFACED DRY(S-DRY)AT A Mk%NSUM MOISTURE CONIDri OF RIATE-MLM40 CODE MR THE MATEAtAI AND WOWOw451iw NOT SPECIFIED HEREIN. UNDER THE SUPETNSWN OF A GEOTEO0ICAL ENPMEER RED>STERED M THE STATE 101t.ANp W,gKED ACppROWGLY.. 1.STRUCTURAL STEEL wqW yyy_CONFORM TD-SPFLDIGTgN FOR DESIGN. :.'2.'"STRUCTWALATRAI�ICS HULL BE USED')N-CONJUNCTON WITH:ARpiTECTURAL OF MASSA IRMETTS AND WITH THE AID OF AM APPROVED TESTING AGENCY SIMILARLY. 2. AL JOl5f5,STUDS AND RAFTERS TO BE NEA-M MR. 2 OR SPRUCE/PWE/RR No.2 FFAABRRIICAAT�ION,AND ERECTION Or STRUCTURAL STEEL""BUILDINGS'(AISC•NDTTHAND'STRUCTURAL ^= AND TESTING TO BE DONE GRADE 2.STRUCTURAL SN CS`PLATES-A T(SWdl'C ORY TORTM) L) .. '.:�) •_4,'•IEGIAYCAL AND'E3LC7T0GL'DRAIMOS JNID'SPECTFIC A710NS' THESE ORAWa(5 QUALIFIED. ALL 91G1 GEOIEGIDCLL .PAID FOR BY THE OWNER. J. ALL STD' IAD'fi6fgIGT10►ffi flLAll BE RFEARED TO FOR SIM AND LOCATION O-0PMUCS. 6VB.ECT TO THE APPROVAL OF THE ARCHTET:T L15:,AN0 ALL OTHER ELEMENTS SO SPECIFIED.TO BE PRESSURE TREATED(P.T.) FOUDWNG ASTY DET1CW77WS: .•NW7S•PPES W>0 S MANBE F ETC.. 2 FOUNDATOHS SMALL BE CARRIED TO FIRM UtDMTLW30 OR ENGPIEEtED MATERIALS NTIH WATER BOURN SALTS'PER AWPB LP-2 ALL'SUCH PES..URE.TREATED WTEML ` A, ALL,�WIETODS'R'LONSTRYCTIOH,-NOTM'ETC..INDICATED ON THE ORAW4(OS ARE CAPABLE OF SUSTAINING A BEARWC PRESSURE OF 2 TONS PER SPARE FOOT.TO BE TO :' •. BE POSTS 'AND N PINE NR.2 OR UGLAS IR No.2.GRADE . ASIM A-572. OWE a0 ' ...Ta BE'CONSmEED+TYPGL FOR,;AL SIMILAR CONDITIONS. VERIFIED ON THE JOB. fLl MATERIALS ON SIRE SHALL BE REMOVED AND REPLACED 4. ALL PObTS'AND TIMBERS TO BE DOUCLAB-M No.2.CRAOE LURKED. N1 COUJMNS.BEAUS.AND ORDERS UNLESS NOTED 'TINE CQFTIbHCTpL"61WL RENEW AND BUB16T•STIOP'piAWN05 AND-RECEIVE APPROVAL WITH APPROVED DXVEPED FIL PLACED N 12•LIFTS AND COMPACTED TO 05f S. ALL uTLmS TO BEM PROPER SR1D GRADE YAAR OR BCTTFA. OTHERWISE •:'. �• :BEFORE FABRICATION OF YA7EBAL SNOP.ORAW NOS SHALL NOI'BE SUBMITTED FOR YAAMLIY DRY DENSITY AS DE7FIt1mNED BY ASIY p-1556. 6. ALL ROOF SEATmm To BE-5/0'THICK C-D 32/16 APA INTERIOR WITH EXTERIOR ...� . APPROVAL-WTHWT THE•NNTRACTORY FULL REVIEW AND-COORDMNAIMN,ANNOTATED .1 FOOTING DIGVATIONS SMALL SE.rbOS1ED BY NMD PROOF ROLLED AND SHALL BE GLUE ORAp[MMARI(ED ASTIR A-36 W SHAPES WECWNG 14•PF OR LESS AND ALL ETHER EET":Mi e�. �•�; �AND•SIGNED•AS SUGL ERECTION.EWLL BE MADE FROM THE APPROVED SHOP APPROVED By THE ARGTTECT BEFORE THE PLACEMENT OF CONCRETE. 7. ALL CROSS-GRAINED•BFARNC'IMTS(SILLS.SOLE PLATES BANG JOISTS ETC_)TO BE ROLLED SHAPES.PLANES AND BARS UNLESS NOTED .�.. ORAIMMOS GILT..... 4. RO FOOTINGS TO BE PLACED N WATER OR ON FROZEN GROUND. RKTALIEL AT A MAXIMUM MOISTURE CONTENT OF 137E AS IE/SURED N THE RED. OTHERWISE. �N IIIE:N)DININAC'TOR WALL VERIFY ALL'O14R7S0115 AND CONDITIONS AT THE SITE AND S. BOTTOM or F007M EEVATICNS SHOWN ON THE DRAWINGS ARE PROVISIONAL UNRL 8. ALL DOERAOR WALL SHFATHWC TO E 1/2'THICK C-D 24/0 APA NTVUOR WITH : REPORT ANY OSG(LFPAMCY.70 THE.ARORfECT'BE'ORE PROCFFDaIC INTENT THE MNORIL CONDITION OF THE SOML K VERLF4D N IKE FIELD AT ALL LOCATIONS. E(IEtgP CW[GRADE WRILFD.. AM A-500.GRADE B STEEL TUBES ��•�.�• '?=yRT THE CONTRACTOR'SNALL MODFY THE'ARCHITECT AND/OR 11 TESTING AOFjNCY � S. BACKFId SHALL CE PLACED TD fOUAL E1tYAT10N5 ON BOTH SIDES Di FOUNDATION S. ALL FLOORS TO BC SHEATHED 111T11 J/{•TICK SUBFIDOR-UNOERLAYUEMT.GROUP ,. :-:-WITNN A'INEA30NAME TIME•Of-ACTIVITIES ON SITE WHICH Ream THEIR WALLS FOUDATIOMS VAIN SAGOLL ON ONE SIDE G4Y.SHALL BE SMOKED OR `MPS INTERIOR IONGIt[AID GROOVE FECES. ALL UrDERLAYMENT To BE GLUED WITH ASfY A-SJ,GRAD[B STEM PIPES :.PRkZEDE OBSERVATIONS BY THE ARGiTECT.AND INSPECTION BY THE TESTING HAVE PERMANENT ADJACENT CONSTRUCTION N PLACE AND OF SUFTICR7NT STRENGTH LOMTRULTION ADM6M WIOC/I CONFORMS TO APA PERFORAMHCE STECJFIGLTON'AF'G-01. .^AGENCY AREIMAIDATOR7 AND 11E SCOPE Of THESE WILL 8C PRE-ARR SINGED BY THE BFIgE BAMXPLLIJMG t0. ROOF SHEATHING NSTALLiA110N NOTES: A�N A-J25,TYPE F OR N ALL BOLTS FOR ODNELTTNC SfRUCRRMI.MEYBERS .. I'.-n• ARCHITECT AT PING STINT OF COMTIRUCTI0IL 7. IF ROIL K ENN:OLpR1ICRED.EXCAVATE 1'-lY BELOW BOTTOM Or'FOOTING. PROVIDE PANELS 7D BE LAD UP.WRN LONG DIMENSION ACROSS RAFTDVrRIJS3ES .9. ARCON LAVE LOADS' GRAVEL EIS COMPACTED' MSS DRY DENSITY AS DETERMINED IT THE MODIFIED WITH*EACH COURSE LAPPED MOM THE COURSE BELOW. AST A-J07 ALL ANCHOR BOLTS.WNLM NOTICE)OTHERWISE .Jj -. •yiS',. . •ALL,MINIMUM OF I"SPACE AT EEO JOINTSPROCTOR METHOD. .AND 1/8•SPACE AT EDGE .CONNECTIONS : x, iowm. DOUBLESPACES IN MUIAID CONDITIONS. ' s .• ROOF LOADS(SNOW)------25 PST L IFF WATER K ENCOUNTERED:MACHB2 EXCAVATE TO CORRECT LEVELS AND INSTALL PROVDE PLY-CUPSSBETWEEN RA►}QK R ALL EDGEALL EDGE JOD05 NAG.MILL J WELDED OR BOLTED. BOLTS TO BEE WELDED /4'CLAMOM HOLES Ii] DIAMETER. BE ••� � �tiF• CONFORMING TO ASTY w-]25. •. :".: - FIRST FLOOR ---- --{0 PA GLV9IED COMPACTED STONE OR LEAN COMCREIC TRENCH DRAM AND PRIMP pP{FRC SPIRAL TIIRW ad PAILS: ' '.Ty .. SECOND FLOOR -=]0 PSF REOLBRED. MAILS SPACED N-6'O/C AT DO JOINTS. 4. FLAKGES AND WEBS OF BEAMS ARE TO BE PUMOCD WH ERE REIXSRCD TD RECEIVE. .. N••I t ND DECKS,BALCGOES'-- -SO RSF NVLS SPACED O 12'O/C AT INTERMEDIATE SUPPORTS. FINISHES. 7.+ •�: STORAGE,VNOdABTTABIE ATTIC___p PS 1 t. ALL JOISTS LOCATED TINDER PARTITIONS TD BE DOUBLED. S PANT 01E STOP COAT RFD TOUCH W N THE f1EUG:ALL STRUCTURAL STEEL WITH :•.N.• �.a nCy,; :'''+gyp•.: .. PARTITION ALLOWANCE�_-�--IO PST , I2. ALL SfRUCRIRAL IAMIHATED OR'fAgEFABRICA7ED MEMBERS(M.L OR LVL)TO BE TMEYEC On RED METAL PRIMER FABRICATED OF MATERIAL FOR FD-2JIOO PS'ANO E-Z•OOO.00L/PSI OR CREA7ER AS fl ALL STE IRCAMANERIMY EXPOSED'TO-IMEATHPR'SIML SE'NOT GPPICD.CAL:VAIZED. >5 . : E 1. ALL REINFORCED CONCRETE WORK SHALL CONFORM TO THE LATEST PROVISIONS OF MANUFACTURED BY THE TRUS•.t05T CORP.OR 6EORG A PACIFIC'OR MPRWED.EOUAL 7. NO GUNGE IN Siff OR POSITION.OF THE'STRUCTURAL ELEMENTS SMALL BE MADE ..... ME AMERICAN CONCRETE INSTITUTE(Al). 13. SEAMS MADE UP OF MULTIPLE LRptO-LAMS OR LVLS TD DE OWED AND IMOID WITHOUT POOR MPWIAL�OF THE ENOW£ER �' � .. W q;..a:' � III:S. • 2 CONCRETE SMALL NAVE A MONIWM COMPRESSIVE STRENGTH AT 18 DAYS OF TOGETHER USING 2'ROWS OF ad PALS AT 12.O/C ODE HATUNG ALL HMIIDiC TO B. nLLER BEAK SMALL BE SPACED EOLALLY BETWEDf ESIASLSNED.OIENSIOM. .`'' �}�'' :!'+r. S MglRAN OU Nm�SSURRANCE ]DOD PNI(CC). WIN ACCOROWCE WITH THE APPLICABLE BALDING CODE HALTING'SCHEDULL UNLESS NOTED OTHERWISE. 4 L. REINFORCEMENT SMALL BE.NEW BILLET STEEL BARS AND SMALL CONFORM TO AM 14. ALL CONNECTING HARDWARE AND FASTEN TO SE.SMPSON BRAND OR APPROVED S. PROVIDE TEMPORARY E7EGIION SPACING TO MAINTAIN SY ICNML STED W PROPER 'Y:..AL WORK TO BE 111BECT TO PINE MPIROVAL OF 71E STRUCTURAL ENGNNFFI2R OF RECORD(S.EA) A-615 GRADE 60. DEFORMATIONS 7D'CONFORM TO AM A-]OS. WELDED WIRE EQUAL INSTALLED W ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. POSITION UNTIL PQtMA10lRY SINNED. REMOVE TEMPORAY BRti7NG AND THEIR '? ,• .T•,�. ..'' IN THE-FARM.IN AOORDK.AN.APPROVED TESTING LABORATORY,SELECTED BY THE S.E.R.AND FABRIC TO CONFORM TO ASTM A-155. CONNECTIONS ONLY AFTER ERECTION OF PERMANENT YD*Km-K COMPLETE NO-CONCRETE •., I. 'PAD FOR BY TIE OWNER A'PROGRAM OF SRLUCTUR,I OIAIlfY ASSIlIW10E$MALL BC E)E;•FIOPED 4. CONCRETC STALL R CONIROI+rn CONCRETE MR,o:D AND PLACED UNDER 111E SLABS NAVE BEEl21 PLACED. BY TILE S'.E.R ND'PRESEMED TO ME GENERAL COWMA.CTOR N A PRE-CONSTRUCTION MEETING INSPECTION OF AN APPROVED TESTING AGENCY. CA. HT?I'ttA;_A�e 10. ALL ME-05 SHALL BE MADE By CERIIRED WELDERS.AND SFUIL:WNFQRN TO THE :.�•. � ' ..ir'7w•.. PLI0O1'Tb THE SARI-OF CONSTRUCTION B�ISED ON THE iDLLO'm AERICAN WELDING SOCIETY COOS AWE 01.1.LATEST EDITION. UNLESS OTHERWISE _•a-Y ,1.:%THEJSTNO LABORATORY SMALL TKSPEELT ALL.REIIFORCEMDR AND FORMWORK PRIM TO THE A ALL STRUCNRAL iIYICR TO CONFORM 70 THE LATEST EDITION OF HFPA'WTIONAL N07ID.ALL WELDS SMALL DEVELOP THE FULL STRENGTH OF THE MEMBERS OR C0YP.E?CT5 FORT F..NRt,. .R DESIGN FORSpr WFiJ10N FOR WOOD LO4TRUCU01f'AND ITS SUPPLEMENT bFSDI1 1 BEING ELECTRODES FOR ALL lIE7.OIMG SiHA1 CONFORM TO'AWTi E-70 SERIES _ '9LYR ..:;,<.-.. CONCRETE PIAOEJDR.PERFORM SUMP TESTS.CAST ONE SET OF STANDARD CONCRETE 'VALUES FOR WOOD CONSTRUCTION'. 1 BUNG CONNECTED. .:.TEST CYLINDERS FOR EACH POUR OR MAFIOSI DIALED.MIHIYUY. CYlA/OEfK B. PROVIDE DOUBLE STUDS.(MNNNWI)UNDER ALL HEADERS OR BUILT UP BEAMS.UNLESS 12 ALL HERDING SHALL BE WtSPECTED BY OUALIFIFD PRIDING INSPECTORS.RLLEf rWN ii .•A;",•.. ..:.SHALL BE TESTED'AID COMPLETE REPORTS FORWARDED TO THE OWNER.ARCHITECT.AND OTHERWISE NOTED. SUCH'STUDS SMALL BE WIDE CONTINUOUS FROM THE POINT OF WELDS SMALL BE VISUALLY INSPECTED.FULL PENETRATION WEDS STALL BE 1002 T"`r•:r: ""'CONTRACTOR. DISCREPANCIES SHALL B-.REPORTED TO ALL PARTIES USING THE MOST LOAD m 71E FOWIDATOM" INSPECTED BY ULTRASONIC INE7INOOS. ��%•g. •. pL►EpIpO AEVIS. C. ALL TUBER P0STS TO BE PROVIDED WITH PREFA9(uWED METAL CAPS AND BILSE 'nwnam ASL p:' •. ''`' , 'a. T/ff TIEING MBOMTORY•SN LL ALSO INSPECT ALL.STRUCTUML STET AT THE SHOP BEFORE SEE GET.WHERE APPUCABIE :,7kfL: ..OE31VEfY AND W THE FIELD DURING*ERECTION. ALL'WDDOW SHALL BE NSPFLTED BY OWWFED D. PREFABRICATED FLOOR JOISTS TO BE TJI JOISTS BY TRUSS JOIST WCMILIAN OR EOLUAL A• _ `F(F1DNG RISPEL70R5. FILLET WE1D5 SMALL BE VISUALLY INSPECTED. FULL PENETRATION WEDS :zz¢;;.' :SHALL'SE 100%INSPECTED BY ULTRASONIC MLE7HODS. BOLT TORQUE'S TO BE VERIFIED. INSTALLED rn N ACGORDMCE VITf11 THE MANUFACTURER'S RECOMMENDATIONS. �. C.. 1. IT 1S THE RfSPd6®4A1'OF THE CONTRACTOR TO COORDINATE ALL TESTING'WOM AND .WTB•Y.ME AHENCI.W A REASONABLE TIME y z ; '.�:'J•' ),,.IIr SH WBE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO ESTABLISH AND MAINTAIN .s1='3Y.:.•' :..•A.PIOORAM OF STRUCTURAL:OUAftY IJONOtOL FOR THE PROJECT WITH REGARDS TO ALL :STRUCTURAL SYSTEMS THIS SHIN.INCLUDE TESTING AND NSPECiDMS WHERE NELCSSAET. > :'•S:•'.•. .i. REFER TO THE'ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS NOT INCLUDED N THE Y, SEHIICTUML DOCUIENiS. N .7 1/2'CAP PL F 4'R C LUNG Ej x c NEW WF STEEL ON BEAM p , .. NEW WF SEER BEAT HEY(PT.)STL W/ATTACHED NAILER NEW WF STEEL I W 2'4BASE L P PROVIDE JOIST rl - BEAM BOLT(Sr / � NEW WF S'IFO.� I W "",? 1/4•GP BEAM Ty ;f:e: .f _RN,BOOR +FlN.FIDDR I U .Vj': i'{`,•�rrt nn,E 1/2'FITTED STIFF. T- NEW FLOOR NEW BOOR .. 7•. C. +'9•'^'k... PL(ES) FRAMING i FRAMING BOLTS 3.1%2 CURB F� GRDUi 1/z'CAP PL I ATTACHED PA 2 ROWS NEW Wi SfEe 21-NAILER(CAM.)l I I (� :i W/(t)- 5/8•F BEAM ATTACHED W POWDER .. +'4 BOLTS ,/2•.BOLTS ACTUATED FASTENERS I I GoNatm (STAGGERED) FORmATDN WALL I W J74. I BWNLYF STEEL i Z. J'N A D,) TYPICAL FLUSH BEAM DETAIL ' CDOIMU�STEEL PIPE Iy TYPICAL BEAM POCKET DETAIL TYPICAL DROP BEAM DETAIL J'• V : (LDJ TYPICAL COLUMN DETAIL NEW(P.iJ STILL I I PE STANDARD CC (7rvMwUSlm P SC ALL , :. _r IM17Et a IKNA.Hff. ////KEEPER PIPE• `2 l/2'a 1/2'LONG) / / c , r/s 1 r e R w Z 1 r 4 LAG LEGEND s, +�' ;� :'�..•` .'• ALT. ALWW w iv. NmNNmr TYPICAL INTERIOR COLUMN DETAILS Q.:",i`,' •.• K: ��.� •• ^'T�. SEE TW:WALL OPINE.DETAIL AKOV AONticr � Mi. AWD'aN Ta,' wT Wbortwp f/ 1�A' oo -,'x '• ,a• RING E 1p�i V. Lw PolFW1RGl� 3•. r:N.• FILL W/ELASTOMERIC JOINT SEALER .u �ALVNiA¢ �orT MUNORKLVNNoo aw LOIUEIE YMwlar wrt ra Ne�Ar f .l'. PREFAB METAL FORM ELASTOME7IC CC-CRM MIL wt. M1M1M1��� I� ,1r :•�15H 1/4'JOINT FILLER JOINT HALER COCI. ONCIART1aN KT NfM>a +•G�NERA�.;�: s ::' •' ,/s•++�� -, MXRNR gMM7WJRO KrS rvT TI>rJaf . 1-O'.,EF ! 6�N. � oa' Nth LAYt1Ot .. FOUNDATION WALL i t14 -.MAAWNs QP. OROIIR NOTES..::::: EGGpp \ ;-.. L-I Cf. 'uaH:A{E A•T. RAn TRTAIm ; •,`..s . ]ad� - a anA1XN Rv. NX001 l0 1/2 DISPLACED VERT BARS - Lac• mrAammm[rt A � .MIT• .OUOUMW �� T>RM>wuvMws ECTION MARK KEY `• 'NJ •;l r Iv i;O��••..•cc"...'. CS 0-/5 EF.MIN.) r1GWM FRAM SN, JrArlAlm "R�'E" a•����qy a SAWCIIT JOINT LONSTRl1CT1ON Nplti nN ATION JOINT FIN. FMW m �;`r::'. ... ': •. RA FLOWN' 'DUCT. SPU TIMAL SECTION NUt®FA . -. - NOTE:PRE-CUT WIRE OR SUPPORT 'raAAa FrauOAnMw Tl O t¢EDT ORao12 �J' 9MECT ON'PINION - •�' • I VAR AND SAWCUT AT ALL JOINTS lIWMC 'mANsc TAL I>C, 'SECTION•6 DRAW •/.:• .. D+A... � (1'IPICLL) ra rM>RF[ - Plr, TWMGL .. ; :a - 2'-O' ONCRETF Sl eB _-ALLS Lei CA.� -,, •A6')'.:?•S•' - CAL. -GRADE .u. wwr N RnP ®�_SHEET ON•WMOW '-'SECMON NUMBER ,fin> vrsf, .�,.- •,•.�!� 'QT PPFO LOOTING Jd WAN Nor. NDMHT r� MNN SECTION K EMIR .�Wfa'peWd. : . +.'+ �j°: .. I NNu NCAOnNr.L I ay. .Haan R rAP.c I 611Sd�:�4D�BdKIWAa01700 ®.I{.i�.•t r. , •" TdaplLar�00}166.7W1.;.. � �+ NY4% 's �:+y r•.cesoleoe)eaa9�s! _ cTa all •il .'� :,• aft ys;'� ��� s� - �� ,.,; .. �•,<;:` - ...� '1 s' :� . r•. FACE OF SND ' _ 'Mrl — a Fww RWR _ zo R i I : ilbl A 11 1 11 U 11 11 11 11 It It 41 11 11 11 Al ;^ 6 FADE OF SND -- ,-------------------------- IO . L7It ae FiDOR r � I-- i 'Sv®Ile •..: •� I I Imc f•CONCRETE SLAB-ON-DDE #? EL.sB•-7 1/2-(NIGH POCTT) IME PRovmE,souo eLoaah1t; � .'••�'! O WD-SPAN OF,p615 hrd G, i BCLOW PARTTNON WALLS 7 f _.411 I I i �[o _ z o: ••: PACE OF 5IUD _---_--__—_—_—_---_—_—_--- „�. .. O nRST FLOOR Am SLAB O DOORS i .. co IL SO'-2- ------------------- (IZ�I 4 9 ... I I ; '''�7ii:�'..•e - - ' (��\�CFMEWJNE o: I �I4. 0 i •:Jf - i /B i 6'cw#cFLTE SLAB CAST oN nLL .'�%I..f j r<.':-:,'•";?':.';_�',. + .rj I I LONG omEiCTTON ►.s ,2'o/c ``4•. .. 1 I I' .. _ '10AA1L ., r-•. „'...Jam•. o _ e _ e o a. I— � .I• '.�. ., -Flit fi�:.:" Ud'R °: 4 NOTES: ,. . . 1: INDICATES TYPICAL FLOOR FRAMING: .2xW,:'O. 16' rN.0 C.:U.O . 2. TYPICAL'SUB= OR o FLO : 3/4`T&G PLl' 000,'GLUED><�DOWN. ":� i• I 3. EXTERIOR WALL FRAMING: 2.6 0 16' O/C •- I: 1 I ? is I' .1.. .: .. ..._�:. .. - . OF 576 .. ------------ _ Nrdrilr:,aTi,rMd.. •;9 .pJ:.. 2 3' �l r I 11 i:.. EI �K 8 i I I� JO' O I.O �I -� s O M- t I I 'i a•=o• I r-a= .. ' ;I -•%: ..I -DODO FlR�2 .. - -—- I a�oouc-rvi�a I oP s1T ___ -—-— --- ?s i'''Tti • .. �OPYKf lOOR . W ► c 4 I 'j7.M,:'c k't..;i:t2r'^.ce'�c•`>-..~,'.':'.••..;•'''-:.--,..,.: .,-. ..'.."..,:."..,:,..:. '' OEF—N STFTF JE5Dil_RW°EC OU_II_D—F. _-(,IlITI I I_—__—_ 6�Smu��"'i1 d-�—cy�i i•- i -__ —. -- —P- T—AiI III IJI It j. /E z6sa TOP B — —-—-—-— ) . __'O,16.,6.-�,•F'':I0:R"./....C4�2'(:,U'O:R 0�:ti NE O.) U.IV..ALEtt.T.- W AH OF JOISTS �aSW•LO LOCKINGPP DESOLID B� � 7- BELOW P.RRT0N WALLS _ -- °FIRST ADM 2,�caa2 d/ . u+tu�E 1. DWLT.4 2a10 tINO FRAYING SECTION —_—_ —-—-—- C -- us DOUG-FIR/2 TOP PLATE(C 2-2a,�P.T.O 16'0/C M (2)- 1 3/4 1/2 LVL S4 O TO OP TO FULL (z)-stxwcES PER RUN NOTES: REOURED. SRNGERS TO CUT FROM 2.12'. FRAMNG: Lk4Q iNDICATFS..TYPtCAL FLORRLYYOOD. CCU SUB FLOOR' 3 4- T&G.TYPICAL :'TO BE'B?cG 0014... ANO DOOR'HEAOERSDOUG-u 3. TYPICAL.WINDOWd�6.Lwj iw�3zRi<.Cr ti `j ' ,TO•a> ' :w•;C'-1:'.- y:.,►,t`"i Q.�{T,�:w%`e:;:: ..�_ - Ff.+y,3 Cf-!' F!ys 't 'r ..' ._ rf' -` ' Kx•:!� _ . 4. ptTERIOR WALL: FRAMING: 1x6�O ,lB:,0 PROVIDE Pl„',�y-�-,�- ` f `SY�-�c•'46 SHEATTwa as "VewiiaND "C t I PLATE . - -- T -1-1E .. 'TOP ( )_ I/ z{ aft _ 2 .�: .:: r.'.' - Via: .r:•a;`..:i?,^: •. .` :.'..-._.i:. .rr:...,..a-v..;... � '�: �� .. '• ,ram_:,:,. 15 >r•_ C,•-: - •r..: ,.:,.r. .. � '^I2 of '� .. I � � � - ".�e�,-vtsr�i.. Fr. f 1 r { A .-J°(aSd �•y�e 7. SNO _— � I__---_— —_ ,. M FLOOR ---_—_—_ —_�__ _—_—_—_—_—_—_'— — - —'—rT'_� --- — ------ ---------? . A� --rona .. PRWIO°"SWPSON.IYSZ27 ;,\\ STRAP - ' \\\ I .. I ... �•� �. i FILE OF ST. --_ ------------------------- _ I _-- - ------ ' ' ------ ------ ------- -- L. '1! "' ✓ O ivOT ilDOR T- �r '— r ' _ --1 ,"oFr�?eic-;cYe`•• - _ I II_ _ -_____- --------I-,------ - I__________ -_____ _______________ ------- -------------------- A.. ' ----------- . --------- ------------ - 3 4 I'll 7. -<4 3.10 CERING I 1 1 I.I eft /_/Egp I I I:' I I cC r , I SPACED 0 4 O/0� V 1 I I I I I I W 9 \ I I"I --- I ----- -- - - Q --- FIRST-FLOOR � 0 I i � i I •1 � is 3 ;. �'CENTEALME �_ —_—_ I—_—_—_ _—_—_ _—_— I '' ;,,', .,J• ------------ (2)- 3at0 Mf7ERS -+fin .. 11 � �' '� •`-'r..!%+::,+` I a I• I I E M.AI - I - t 3/a tt 7/E[K WOCE BfwM i ._ PRW DC WPSON MST •.::: 4i: - 43 AEO )STRAP s II II I1 .I I - .C'»,..� M.!P •��,•t.f�:t a.:.. i 1 .a1•,-r,;, "'�`c '7. ...�-=► INDICATES DIREC7)ON OF TYPICAL'RODE'.FRAMING:'2x 0 0::1.6 :0-C',':- •,.:- ,c"+•c,. .•:-.�. � \ ', : .. _ � ... � SOME FRAMING.NOT;.SHOWN FOR CLARITX'7 T :. " I I 2. TYPICAL ROOF..SHEATHINC:,.S 8' PLYWOOD (AS BEARING WALLS SE OWN�DOTTED);:: .S:1:6' C \\ I I I 3.,, 'STUD 8 G ( .2x6, t \\ a.'. .RIDGwS. HIPS AND VALLEYS`70 BE '1:3/4.'x::9:'1%2 L"L;(U.O:N:) ?.-. 5. TYPICAL'.WINDOW 'HEADERS..TO:BE 6i{6.:DOUG-FIR OR:EQUIVALEN'P (U.O:N.)` ;.:.;:::: ., i:' I ---------------- 1 -- I - +" me -O STUD e L>i ��,Q�ilo11�>f�'1FR, e O FIRST FLOOR . a_:'r lgaAaa ol r w L H.'•I.z. •i t {h t �A ,r t'a AND SFN001 :'_-„ .. .:..-•{. ALT.KENO EVERY OTHER MOR2.BAR -C w♦ ` V:2 L2'CIR. T:O.SU6 F1OOR T.O. I. EL 81'-0' EL 60'-7 1/•Y ;V.ly: CONST.KEY T.O:WILL '/S o 72 O/C 4•SUB T.O.WALL .G:.mi,' :b�.• r(;::.•➢:.. VERY. EL �;:: ' CL Ba•-'0 1/2- 'j` Yp /SLOPE _ .: ''1•:: .µr;,. (] T.O.SLAB •i•A'' _ INT R� TION CONSTRUCTION JOINT TOP d j'�` EL:59'-2' T•a;A,� .t 'r+�•',;;�;F . A-- y1':._.• I.BEdEB _ F--�-�C SB'-e• .:'•�'" :.: G e•CONCRETE '2'-0' z'RAT 5(AB :"' '; .. ✓ _ fawwTwN"WALL fn'� IA DOWELS a 72'O/C � to•CONCRETE FWNOATON WALL , Ia DOWELS o 3Y O/C _ EL 'SLAB . CON[RETE WAL DETAIL O. 'ELSe-6l/Y (25 CONI. " :••:I:. gig' Obi `•-�4': - - I L B.a.FDORNC '1 �• ''•'`~».1 8.0. FOanwo . EL 55'-a• r EL 1+2.'.... .. 1 3•/57D.STEEL P'PE COLVMN.W/ 1/2'� ` - DOWELS O]2.O/C i 5 1/2• B•EASE P.L .. _ •.•:19!lo'.h1T-N. / ANCHOR W/(2)-5/8•.0 :�:. .. .. �•.•liar. s.SLAB I fJLP.BOLTS r APPLY MASTIC•f p -., 1 T.O.Sue SECTION •---.--«-.-+-{ I EL 52'-8 1/2• SCALE: 1/2--.1'-0' t, WTfoN h ya. r FOR'FOOTING- O PLAN t +. B.O.Foo11NC A•-- 8.� FOR-fOa1WG9tTE ' (VARIES) ., ,•:;+ CONCRETE FOO7WG - .W .) SECTION Scums 1/2-- r-0 ? 1 C L • T.O.CURB rl'. `:: �:•' rr-:. '. EL'so--o 1/2. - .. .� ;. T.O.SLAB H.P. 1'SLAB _ .. a+ / " , EL.59,-o 1 2' /5 O 32.O/C -'SDPE OERf.. /SLOPE T.O.CURe CW.) EI S8'-11'T.O.WALL 6•CONCRETE i O i:'.. ::'•i. ,E4 55'-5' CURB 1•�. FOt CONCRETE M WALL 2•_ - I L Boo.FooRNc W -•.. �Yk�': /{DOWELS O 32-O/C (T7PICAL) EL 57' °". JL CONT B.O.FOaTNC -:.'" JL— SECTION 3 1/Y Oyu:: 4Z. L E_.l?. 17�A 5:��• ,tea-°: .. ' � �� � � � _ 'o� - '.-,r1��D;=:. 3w C vo t - IL�apyy,�a ,•" S P rt ) ti1 P xylNtb y .Lv.S.. *''` - � � `''<, :?'!•�.. :r „�•�. ,+fin,♦. a. ! �V Y y 5 V! ,�q� M. 12•. r+ f F . fi�:7 : ` ..f.°,�;,-: ..�,..:.�., :' � ..:� ,_.,COE.I.F. -)• 1v •A. :t,' , . .. ..... . `` .. - '�! �.. L' 1. � � � � V::t♦�:.hl. t.� P :w . - ,j•,� :, J :;` 1 y f 3 4 5 }. ;.._ O Y 1' 6: '' :' ., � �, 1 ' 'i D, ` , D �L ti'" ow . G o. Is GIs• t o -, <'y' G k' i ;i. I pp O W V Z •S O 1. G - 'o �y 0 �� . ,. I a. WI I _I: ::s -.�.; �_ �yJ �,>: - - u W< I d< z r 1 .O O O r11� _I �Ir . D I _.:. �, -s . . . ` `,�. :�' ,: - :/ w I. f. rvr'-. 2 :,� ,r t U'-0 6'- 0' Y. .. —� I fi :: { ;G . I >R L .;. .: .:' I ,. ,, ,t�. q , . FACE OT S1UD _— _ —_—_ _— .. 1y, h,I-1 l A - - - - - - - - - -I - - - - - - —�- - 3. I O FRST FLOOR _�_ 1 O . - - . — — -- a - k. t. f �,. . I I . I . -. Imc - `� i I '.. s . . I ) ' ,I . ._ _ter ... i i ) I I j ��� �.: nj j' ' v.F I I' I xz rE I I. r I., (� �-\\\ / .. 1 I : :::�, r iwCE OF STUD . — — — — — —=— — — — — • O FJRST FLOOR _—.—_—_—_---_—_—Il—_—_—_ _---_—_—_—_—.—_—_—_—.—� . .I' -�/.77- -r —'—" . ,..,,,...,�- ,"��-!-.... ..... , 11 — . i r I I I I �.DR®Rit.r,�; �\ m i I I I °. > i ' i I i W • . I , I 1. . W i . . . z .. I I I j > < i I I I I ) _ a j j i. j I ::� W s, . I i j j i a I I . j' j. w I I�\ i I I I - o% it s. i of , . 1 j j i :.I 5 � } J j j. . is U .. FACE Of STUD - I � f O FJRST FLOOR +------------•----------------- I ----- --J---------L z '0 — — — — — ) — — — — — — I I — — — — — — — — — — — — — — — — L — — A a I�, i T', l i z .. I i z j i . :I Ii j I I i wwr . . I ,- , , f O.� CEMERUME__ --- I ---_—_—_—_—_—_—_—.—_—_—_— I '.I .. _ .I DALE:IfAA,C4L bf,1 Of STEEI COLUMN - _— —•----_—_ —•—_— _—'—'—_— —_—_—_---_—_—_—•--- —- - _ �m�a ..-; •T4 . j j I :4;:1. I,,t - I I 4:. , I ) I j As, , .., .:: I I ... . . . % , ... 1 I. t la �� '''C"' ' q. . . I ... �.: ...;: :I--I - . . ;L . . ... T , ____: . . . I _:L'.' ;ram .I'• •'"F" .. tr -( I I' - Q 7 +. t i I '( .M` I _+ '�-y:,' �jj'_ l - -'t i .l S♦.•Y' I F • .. .>, .. _ L I. - 3 ::; �•:tt i.. .:: i I . . . ) t n .. l.eA ::I .I -1:Y.- •a :.�:"'I" . .,.-:.r... .(, I. y. ::,•:- ', ti S r'•a•' 77 v:I _ F ='J ,. - :to I i. ..'g d ). ' .. ,-�; >: L: '. f:• q I . LACE OF STUD Y •F. I. I. .i. — -- —:----=-- -— — I ?- .O/{RSi FLOOR .'-,Y- ✓ :•-z. �r . —! } <. Z .. -'."7,.. ... .. — - — — - •— - .. .. , I. — e . _ i:. •i. % 11. :%: .. . a ., i�i •Sr '�. .. r... .,..... - .... t 'L F A +' O S• , nokEE�+FomF !t t w. I j I s yk k :d^p• •.� -. -. .,-. . . -. .........__._,-. .. , .. : I Ii... .-. .r.: .. ._ r I II : I ' I LEGEND ' •�� .� TBM: TAG BOLT HYDRANT / 109 14.5 15.0 ic.S- OH`•� HW OHS- OHV�--- OMY1P.5 8- ' ' EL = 16.82' (NGVD) 15., 15 5 15, EXISTING PROPOSED " '1 }. .; �°�••; • 4r- j ?. 8EA VIEW AVENUE "» • - / z A Stake do Tac Set/Found •. . ' *. 14 9 15.2 4� PUMC WAY 15.6 14.7 / 15,4 • Mug Nail Set/Found w MAIL BOX I9-_o- �5 1; �_-- --- i6.o _ L ®>vt [: Box 15 J EP N o Concrete Bound s N S 89'45 45 E 425.38' TD 15.0 CB FND 7.7 16,8 -R OW 15,4 ® Gas Gate e •ti• �.-�� 5.06T .a. T� - - Pbnd _ 81.00 ,5,5 i 7.6 9.32 16.% = A=2 5;6 9 CB DH FND - Electric Meter J18-01 17,6 \ �6' d1s D Catch Basin z Water Gate ® Gas Meter ° a� �. ��• I + $ cr �� a ® Telephone Riser r ;• a ' L , a -4 Utility Pole x 19 7 19.46 ` I 18.8 8.3 I Contours >< ba ; . 3 0 0 I o Spot Grade 18,1 I1F;� Test Pit � Conc. ••o r ::: ' r s ,�� a WOODF� % z Concrete I9,8 I " ' I % EXWNO DRIVE EP Edge of Pavement a- L.C.0 PLI 1748-Z LC, PL 1 -1 1 2 17/., TO BE RELOCATED - w w = Water Line - w w - LOCUS MAP I I r1 19.7 �` I I %1 I - c c Gas Line 1" = 2000' I WOODEb 118 5 18 d I i I I - oHw oHw- Overhead Wires � - ucE ucF- Underground Electric I Ii, LOTS 21 & 22 L.C. PLAN 1748-1 ZONING DISTRICT: RF-1 I I �� I 1 4 3 COMBINE To CREATE LOCUS OVERLAY DISTRICTS: I b 5 I ; ,� I I TOTAL PARCEL ` AP (AQUIFER PROTECTION) I TEST PIT 43,582t SO. FT• RPOD (RESOURCE PROTECTION) I x 19,2 i I Y 1.00f ACRES II a / 19.0 / 17.3I17,�" MINIMUM CURRENT ZONING REQUIREMENTS: I x k6.3 # MINIMUM LOT AREA = 2 ACRES (RPOD) lq 2 I 1 / x/19, $ / GENERAL NOTES MINIMUM FRONTAGE = 20 LOT B L.C. PL 1748-E LOT 20 MINIMUM WIDTH = 125' 2 L.C. PL 1748-z I 1 D- X ^' LOT 7 PRIMARY BENCHMARK DATUM: NGVD LOT B6 L.C. PL 1748-G I I W ST�IT2 / ` L.C. PL 1748-R RM 33 N COMMUNITY PANEL No. 250001 0016 D FRONT SETBACK = 30 SIDE & REAR SETBACK = 15 N/F R. HARRISON McCARTHY - 19 I / 5, N/F R. HARRISON McCARTFIY I / do MICHAEL S. McCARTHY I 18 9 g 3 3 /16.4 } I N/F PETER G. ac KATHRYN WHEELER, TRS. FRONT FLANGE BOLT ON HYDRANT, 22 NORTH OF POLE #111/25 LOCUS PROPERTY IS SHOWN AS: do MICHAEL S. McGARTHY r / ' P - - g Ta 2 6 y I ON EAST SIDE OF EEL RIVER RD. EL.= 20.70 ' ASSESSORS MA 138 PARCEL 027 002 I ! I , - rn # 7F 18 = I '6 18.5 f 1 4 10 TBM = TAG BOLT HYDRANT 109 ® ELEV. 16.82 CERTIFICATE OF TITLE: 99,470 WOODEDI 0 t481-, s U I I 3 ( 9 ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH PLAN REFERENCE: I 18 9 x 118.5 W TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 ANY LOCAL RULES APPLICABLE. / 1 o IT K9 / ml LOTS 21 & 22 N L.C. PLANS 1748-Z & 1 I / a � o t x 18. 15,_ O 15. COMMUNITY PANEL NUMBER 250001 0016 D I I 18.3 1 x g 3 •- , I ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING THE FLOOD INSURANCE RATE MAP DEFINES 1 / , ` BY DESIGNING ENGINEER. THIS AREA WITHIN ZONES B & C f / 18.0 = ' 18.5 . /' ` WHEN CONSTRUCTION IS COMPLETED, , I l ,)i I �-� I � �, PRIOR TO BACKFILLING PROPERTY OWNER: I / ' I ,8 I , , LANDSCAPE EASEMENT NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT. JEAN E. GAVIN, TRUSTEE 5 15 ,' I FOR THE BENEFIT OF LOTS 21 do 22 GAVIN REAL ESTATE TRUST I I 1 ' 1 '. �_ ` � THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN 511 OAK HAVEN DRIVE x 12.E 1 W I �, I 1 I APPROVAL BY DESIGNING ENGINEER. ALTAMONTE SPRINGS, FL 32701 / ! �r y 18.3 1 ! 7, < , s ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40. o I , 9 , SOIL. LOGS DATE: 9/1512W4 o I^ to x 18.1 a f• ' EXISTING UTILITIES SERVICING LOT 23 ARE TO BE RELOCATED P#-P 10,809 �'I 18,4 ' 1 t 1 0 5 �� m I INTO THE DRIVEWAY/UTILITY EASEMENT. ENGINEER : BOARD OF HEALTH AGENT: ' I EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING Stephen A. Wilson,P.E. Dave Stanton �, gµ•81 ! . _ , ' ' / ! SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5 , PER TEST PIT 1 TEST PIT 1 20' DRIVEWAY EASEMENT :°' I i� ! / x 11.0 310 CMR 15.255. TO RELOCATE DRIVEWAY dt UTILITIES TO LOT 23 •--1 0 G.S.E. = 19.5f G.S.E. = 18.9f i 0 3 7 WOODED/� 0 1 .5 >l LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND 0 0 1 CB DH FIND 17 / b 1a SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE 0 0 1 ' 29.04 20.00 10. 7 I , 11 +j UTILITY COMPANY PRIOR TO ANY CONSTRUCTION. 3w 3w /17.8 N 89.wm' w 59.V x 16.8 + I Cq 17.7 I ' "? 15.0' THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND I AP Sandy Loam Sandy Loam 17 6 ^ 17,9 / 10 PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM 10w 10 YR 4/3 100 10 YR 5/3 I I I dvs 17 33 17.8� ON 10/15/04. nAIG x x '� 12.5' GARAGE 6. 4. 1`p.6 `�' w CB DH FND ��ii p 11.9 1 CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE FOUNDATION B Sandy Loam B Sandy Loam 17.6 17.7 15 up f� SMZOING HEREON RIOT COMPLIANCE WITH THHEK PRJNU B � 200 10 YR 5/6 22w 10 YR 5/6 I I WATER METER PIT 15, 1'` 1.4,7-103.4,V LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS NOT C Finely Stratified C I 3 do VALVE ACCESS W11/ 15.1 ,' 88714• W LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA Medium Sand 15'7 ' 1 o.0'1- w Medium Sand 1 • 10 m ban I 17.0 E d�` / o I THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. 144 10 YR 7/4 m 1? II 16.1 RATE-t5 MIN/IN NO WATER ENCOUNTERED 16.E 17.1�y �" 17.3 1�16,9 o I 10' WIDE BEACH ACCESS EASEMENT FOR THE BENEFIT OF LOTS 21 & 22 10 - •L e' L UNABLE TO SOAK 17.1 17.1 Jc,�" I RE LAID SURVEYOR DATE NO WATER ENCOUNTERED I /� I LOT 23 1 170 x 17.0 f L.C. PL 1748-1 I II 17.1 \ \ r N/F GAVIN REAL ESTATE TRUST ,� x 17,0 DESIGN SCHEDULE ELEVATION 1 I I "� `7.1 �16,9 J� I I 469 Sea View Avenue 16,8 ` 1 TOP OF FOUNDATION 19.0 16,21 � r � 16.9 1 x \ SEWER INVERT AT FOUNDATION 15.2 �, 16 5 17 1 �?6 ` 16.9� � I �� a Osterville, Massachusetts SEWER INVERT INTO SEPTIC TANK 15.0 /o / 17.1 UyyN I 16.9 �� 14.a I 1 17.2 14.4 I � PREPARED FOR SEWER INVERT OUT OF SEPTIC TANK 14.7 I / / I \ 17.3 2 17.1 16.0 SEWER INVERT INTO DISTRIBUTION BOX 14.5 ,l 16'1 �c 17 4� 17.4 Ic - 10-�4 SEWER INVERT OUT OF DISTRIBUTION BOX 14.3 11 a I %-- �7.3 I I �L LA 40' Samuel C. T�ayWlck 15.8 SEWER INVERT INTO LEACHING SYSTEM 13.9 �x\6 1� 1 TITLE BOTTOM OF LEACHING SYSTEM 11.9 17.5 4 r' WATER TABLE: NONE OBSERVED AT EL 6.9 - 1 I c N _ _. Septic System Design Plan o NOTE: IF AREA OVER SEPTIC SYSTEM IS UNPAVED MANHOLE COVER & I N FRAME DWELLING I 7� - • `• `, c�d w EXISTING WOOD , FRAMES ARE NOT NEEDED. ADJUST CONCRETE COVERS TO 6 I 0 No. 459 1 I - 8 '' 4 12 o BELOW FINISHED GRADE. SIN 1 m °IN I I - - ._,y BAXTER, NYE & HOLMGREN, INC. a CN TOP OF �"DA00N TYPICAL SYSTEM PROFILE '^ I 1 I_ 48' _I Registered Professional EL. = 19.0 1 Engineers and Land Surveyors ;- NOT TO SCALE FINISHED GRADE = 18.0 I PLAN OF � �H of r I PRECAST LEACHING CHAMBERS 812 Main Street, Osterville, Massachusetts 02655 /����� 3 -R MANHOLE COVER AND FRAME ^O TEPHEN ti\ ry (ADJUST TO GRADE) co •�' MANHOLE COVER e� FRAME No SCALE Phone - (508)428-9131 Fax - (508)428-3750 0 �L fl21H-,� FINISHED GRADE OVER TANK s.5t ac g a equuements MANHOLE FRAME AND FINISHED GRADE OVER D. Box = ts.5t FINISHED GRADE OVER LE"NG TRENCH = 5 BEDROOMS AT 110 GPD/BEDROOM = 550 GPD COVER TO GRADE • w 30 0 30 60 '= i=: r 15.5t 3 /0^JALv�:: s�::r 3 (min. (IF UNDER PAVEMENT) /4 - 1 N =tr 4• scH. 40 PVC FIRST 2 (TO BE LEVEL) WASHED STONE TYPICAL) 4• SCH. 40 PVC then O 2.0X NO GARBAGE GRINDER SCALE IN FEET '17 ,_ O 2.0% pL2' v, _ r(� 9' (min) Cover PERC RATE = 2 /1 MIN. / INCH (CLASS 1 ) O 2.OX PV 6' SUMP 4' SCH. 40 PVC w " ' - 1 o CI INS GAS TALL 36w (max) Cover - 2 PEASTON „ . . SCALE: 1 = 30 � �2 � :� ;> .; � ;. DATE: 10/20/04 1� CONCRETE' LEACHING CHAMBERS CONNECTION LIAR - 0.74 GPD/S.F. 24 121--? w w tom:.._it C L: a.�� �_ - EFFECTIVE :.;�;,P' fir_ F.�✓ �: ^k �x .- REV. DATE: REMARKS i 4 DIA. PVC s -y-:�.'l: •)-_:t • F;�Y�Y�`. �i -..�.i! .S. - rY.'&:i• r --t. ? ':{ •mow>1. Q s CRUSHED Y=�' r" MIN. LEACHING AREA OF SAS.. DEPTH ••�:r'.••f:fir:• ;t== %;ram``xf' 'i. �'>``�:ri ;r�i 1. REINFORCED STONE T 12 : (n - -- - .. col 550 GPD/ 0.74 GPD/S.F. 744 S.F. MIN. 12 %1.• ':,', - :„- -�• - •y -:.1,•..S:L'.. �: -_ PROPOSED SYSTEM: DRAWING NUMBER 1 : o ,y•'- ,>4• EL,1.9 SIDEWALL (48'+12')(2')(2) = 240 S.F. 5' MIN BOTToM 48' x 12' = 576 S.F. CONCRETE LEACHING CHAMBER DETAIL 0. 2004 2004-137 surve worksht 2004-137SP.DWG 't 2,000 GALLON SEPTIC TANK DISTRIBUTION BOX LEACHING CHAMBER STONE TOTAL = 816 S.F. 2004-137 CDI No Groundwater Observed O Elev. 6.9 (H 20 LOADING) 0 H-20 H-20 H-20 NO SCALE