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HomeMy WebLinkAbout36219-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 5/4/2011 CERTIFICATE OF OCCUPANCY No: 34930 THIS CERTIFIES that the building Location of Property: SINGLE FAMILY DWELLING 590 ARROWHEAD LA PECONIC, N.Y. 11958, Date: 5/4/2011 SCTM #: 473889 Sec/Block/Lot: 98.-2-4.1 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 3/27/2009 pursuant to which Building Permit No. was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement, screened porch, covered porch, patio and attached two car ~arage as applied for per ZBA #5973, dated 12/14/06. Lot No. filed in this ofliced dated 36219 dated 3/7/2011 CALLED LEFT A MSG ON 3/1/2011. FINAL INSPECTION SCHED. FOR 3/4/11 The certificate is issued to Reinertsen, John & Reinertsen, Angela (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 3/1 / 11 R10-07-0012 4/29/11 36219 2/24/11 v Authorized Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34537 Z Date MARCH 27, 2009 Permission is hereby granted to: JOHN & ANGELA REINERTSEN 1227 84TH STREET BROOKLYN,NY 11228 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA & SCHD. THIS PERMIT REPLACES BP 32820. at premises located at 590 ARROWHEAD LA PECONIC County Tax Map No. 473889 Section 098 Block 0002 Lot No. 004.001 pursuant to application dated MARCH 27, 2009 and approve~L~y~e Building Inspector to expire on SEPTE~R 27, 2010. ~/~ ~ Fee S 2,607.20 ~~~!i nature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. ~3~2~920 Z Date MARCH Permission is hereby granted to: JOHN & AiqGELA REINERTSEN 1227 84TH STREET BROOKLYN,NY 11228 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER 20, 2007 ZBA AND SCHD at premises located at 590 ARROWHEAD LA County Tax Map No. 473889 Section 098 Block pursuant to application dated MARCH 15, 2007 PECONIC 0002 Lot No. 004.001 and approved bythe Building Inspector to expire on SEPTEMBER ~ Fee $ 2,607.20 ' ~i~ed Si~na~-~-re ORIGINAL Rev. 5/8/02 ?or, tn No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of Water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I% lead. 5. Commemial building, industrial building, multiple residences mid similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy - Residential $15.00. Commercial $15.00 New Construction: Location of Property: Owner or Owners of Property: ,~0 ]a Suffolk County Tax Map No 1000, Section Date. / Old or Pre-existing Building: House No. Street Block (check one) Lot Hamlet Subdivisionfirrox]be d fOt/ FiledMap. Lot: Permit No. ~'Z DateofPermit. 3/~7/~t~0q Applicant:.~Jo'"'"~/1 J/~r~i¢./~ · - Ith Dept. Appro&: I 'nde te Approval: Final Certificate: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ , ~"~--), d~//bd../ I0 AppliCant ~;~kna~e To~a~ llall Annex :; ~37.5 Main Road I'.O. B~x 1179 Southold, NY 11971-0939 Tclcphonc (631) 763-1802 Fax (631) 763-9302 ro.qer, richert~.town.southold.n¥.us BI IILDIN(; DIqI'ARTMlqNT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: John Reined[sen ~ddress: 590 Arrowhead La City: Peconic St: NY Zip: 11958 3uilding Permit #: "~,~,c':':~lC~ ~ Section: 98 Block: 2 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: East County Electric License No: 1005-me SITE DETAILS Office Use Only Residential ~ Indoor ~ Basement ~ Service Only [~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCl Recpt Main Panel A/C Condenser Single Recpt Sub Panel PJC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment: Ceiling FixtureseD~~ HID Fixtures Wall Fixtures 1311 Smoke Detectors Recessed Fixture: I 561 CO Detectors Fluorescent Fixtur Pumps Emergency Fixture~ Time Clocks Exit Fixtures ~ TVSS ELECTRICLE SURVEY OF WHOLE HOUSE - NO VISUAL DEFECTS Notes: exhaust fans-3, hydro massage tubs-2, track lighting-22 ft, wall ovens-2 Inspector Signature: Date: Feb 24 2011 81-Cert Electrical Compliance Form Mar 01 11 04:53p p.2 03_0s_11;.~4:45 ; 1/IUZ,~o;~ ~ " .54375 Main P.O. lbx I1't9 Sol. laid. f~'w YmIi; 11M 1.09~9 · OWI~T Off I~OUT~OLD .CEIRTIFICATION' .. th~waterSUPPlYsYste2'nceontaJn~l~..ai.rh~2/iOb,~I% -,:. ',- . · NOTARYPUBLIC, STATE OF NEWYORK '. No. 01GU6089338 QUALIFIEDINSUFFOLKCOUNIY . ; , . ' · MY COMMISSION EXPIRt~S MARCH 24, 20 J~J J .., 2011-034)t t8:40 Pa~e 2/2 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 //INSPECTION [1/] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIR~RESI~STANT PENETRATION REMARKS: ~,r.4/~\ --4.1~--~.~' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST ,,~J' FOUNDATION 2ND [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY INSPECTION ~ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION ~]/FRAMIN~ []FINAL []FIREPLACE&CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI~I' CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FIREPLACE & CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION FOUNDATION 1ST ~ROUGH PLBG. [[ ]~FFOUNDATION 2ND [ ] INSULATION RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION //<}RE,MARKS: _{~P~% ~"~,/6/ ~ DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [/~ ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE / -- / '~' - O ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL FIREPI~CE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] RO/U(JH PLBG. / [ ] FOUNDATION 2ND [ ]/INSULATION / [ ] FRAMING / STRAPPING [ i/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] F~E RES~ST(~TR, ~ [ ] .RE.EJT,~T ~BIETRA'ttO. REMARKS: ~j,w//~/~_.. ~,~.VL4_j,~.,W~) INSPECTOR INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] I~ULATION ./ [ ] FRAMING / STRAPPING [~/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,-,. m ~' INSPECTION [ ]~RESlST4~rI'CO#SllIUCTIO# [ I FIRERESlSTANTFF. NETRATION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 3 //fl~9 , 20 Approved '- /~ /,20_ Disapproved a/c / Expiration "[/ ~ O , 20. BUILDING PERMIT APPLICATION CHECKLIST · k Do you have or need the followi~gg~before applying? Board of Health "- 4 sets of Building Plans -'/"/'~"  Planning Boar~l. approval ~ S~ey ~ PE~IT NO. Chec~ ~ ~0 ~ ~ Septic Fo~ ~ N.Y.S.D.E.C. Trustees ~ldin~nsp~r APPLICATION I~OR BUILDING PERMIT Date INSTRUCTIONS /$ ,20 07' a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or area~ and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant· Such a permit sh~ll be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy· f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date· If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections.,4 (Sig~)mre'~applicant or nan', ifa 9~orporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder OBI n -~.~,'~ Nameofownerofpremises ,~_c~x ~2 tq~el~. ~J (As on the tax roll or latest deed) if applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on whiqh proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Subdivision (Name) Block ~" Filed Map No. ~/O Lot /-//° / 3. Nature of work (check which applicable): New Building_ Repair Removal Demolition 4. Estimated Cost '-~ '~00,. 060 State existing use and occupancy of premises and inte.nded use and. occupancy of proposed construction: a. Existing use and occupancy ~rAC-x2,~q d~ J~O,,~.4 b. Intended use and occupancy ~GId-~qC-~-- &v/ ~ Addition Alteration Other Work Fee Number of dwelling units on each floor 5. If dwelling, number of dwelling,units If garage, number of cars (Description) (To be paid on filing this application) 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Height -- Number of Stories ---- Depth Dimensions of same structure with alterations or additions: Front -- Depth -- Height. -- , Number of Stories Rear Rear '7i~r' Depth 8. Dimensions of enti~,e new construction: Front 7(~) [ Height 2 ~ Number of Stories 9. Size oflot: Front ~/~ .~t' / ' Rear ~/(:>,/7[ Depth 10. Date of Purchase '~/c~ /Ot Name of Former Owner ~c~ [~x 11. Zone or use district in which premises are situated ~) ~S~t~.Oq ,C~(; 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES __ NO ~//Will excess fill be removed fro~ premises? YES NO 14. Names of Owner of premises Name of Architect Nme of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland. YES__ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES __ NO ~ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO ~/ 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) L ~ SS: COUNTY OF ~O~fi '~ ,~aO~(~ ~;t/P~£'-~-4q being duly sworn, deposes and says that (s)he is the applicant (Name of ir~divldual signing contract) above named, (S)He is the ~N) B ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. M~ria Theresa Gallina No. 01GA6046601 Notary Public, State of New York Qualified in Kings County NY Cornmissiov Expires Aug. 14, 2010 d"'~X3ignatme of Applicafit SOUTHOLD hb!l~I~ING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.netlSouthold/ PERMIT NO. Examined r)/.n ~ ,20.,"/ Approved ~-~[ ~], ,20t Disapproved a/c Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: [JOW~ ~t~ ~'~V~7~"L~ Phone: (7/,¢) ,73 g -~'7~'7 ,JUL ~J I 2~ i::!t APPLICATION FOR BUILDING PERMIT ~ i Date ~ ,20 ~'~ :-: :~'D_:"':' '~ INSTRUCTIONS a. ~s application MUST be completely filled in by t~ewfiter or in i~ ~d sub~tted to the B~ld~g ~spector with 4 sets of plans, acc~ate plot pl~ to scale. Fee accor~ng to schedule. b. Plot pl~ showing location of lot ~d of buildings on pre~ses, relatiom~p to adjoimg pre~ses or public stre~s or areas, ~d wate~ays. c. ~e work cover~ by t~s application may not be co~enced before iss~ce of Building Pe~t. d. Upon approval of t~s application, the B~ld~g ~spector will issue a B~lding Pe~t to the applicant. Such a pemt shall be kept on the presses available for inspection ~ou~out the work. e. No building shall be occupied or used in whole or ~ p~ for any p~ose what so ever ~til the Building ~spector issues a Ceaificate of Occup~cy. f. Eve~ buil&ng pemt sh~l expire if the work authorized has not co~enc~ witch 12 months after the ~te of issuance or has not be~ completed within 18 months from such date. If no zoning ambients or other re~lations aff~ting the prope~y have been enacted in the int~m, the Building ~spector my authorize, in writing, the extension of the pemt for an addition six mcmhs. ~ereaffer, a new pe~Jt shall he required. ~PLICATION IS HE,BY M~E to the Building D~aament for the issu~ce of a Build~g Pe~t p~su~t to the Building Zone Ordinance of the Town of Sou~old, Suffolk County, New York, and other applicable Laws, Ordinances or Re~lations, for the construction of buildings, addition, or alterations or for removal or demolition as herein described. The applic~t a~ees to comply with all applicable laws, ordinances, buil&ng code, hous~g code, ~d re~lations, ~d to ad~t authorized inspectors on presses ~d in building for necess~ insp~tions. (Sig~e of applic~t or n~e, ifa co~orafion) (Mailing ad&ess of applic~t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises '~/f't,/ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on w_hich proposed work will be done: House Number Street County Tax May No. 1000 Section Subdivision ~t~a?14~,2~ cO~/'rE (Name) Hamlet ~e~ly m~r~¢d :' ~g. ~4 ~ 4x, ! Block ~? Lot .~ ~ 4/ Filed Map No. ~g/O Lot JT~d~g State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy //,q('&d7~ b. Intended use and occupancy ff~'~! ~&-~$Ccc ~'oA~ ggt4/A/&--/~ 3. Nature of work (check which applicable): New Building v/ Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost ~'~ ~ 00 0 Fee ~.. o ~ 5. / If dwelling, number of dwelling units If garage, number of cars ,~ (To be paid on filing this application) Number of dwelling units on each floor ~ 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front '-~ Rear '~' _Depth Height. ~ Number of Stories Dimensions of same structure with alterations or additions: Front -- Rear Depth ~ Height --- Number of Stories --- 8. Dimensions of entire new construction: Front ~ J' / Rear ~/o° / .Depth d,~ Height ,,7.5'" ,,7. 10. Date of Purchase 11. Zone or use district in which premises are situated Sizeoflot: Front ,rig. 7S ~ Number of Stodes Rear -~ / g' 6L ' Depth /-~/. CJ / Name of Former Owner 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO v/~ Will excess fill be removed from premises? YES v-/ NO 14. NamesofOwnerofpremises ;q~l~t~-te ~'$ ~ Address. J'~ootccVW W)/ /l Z~g~ Phone No. (7 I g).,~ 3 o° -~'767 Name of Architect ~-P/?Y/?~-~N Address ff~$o/qd?~m'~m~,, Phone No(oao¢) Nme of Con,actor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a fi'eshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO v/ * IF YES, D.E.C. PERMITS MAY BE REQUIRED. NO 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF j~ / .~ ~' ) · ~"~/ ~ ~t ;~ ~ ~/~ :~n being duly sworn, deposes ~d says that (s)he is the applic~t ~e of ~divid~l si~ing contract) above n~ed, (S)He is the ~ (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith· No--lc, State of New YorI~ ' S~r~~ T~ H~ Anne~ 54~75 Mz~n Ro~i P.O..Bo~ 11~ · .So.hold, NY 119/1.0t3.~9 BUrI'~ING D]~A~TMENT TOWN 01~ 8OTJT~OLn APP.LICATION FOR ELECTRICAL INSPECTION ESTED BY: Company Name: 9ate: . - / l- Phone No.: JO.BSITE INFORMATION: *Name:, *Address: · *Cross Street: *Phone No.: Permit NO.: Tax Map District: (*!ndibates required information) *BRIEF DESCRIPTION OF WORK (Please Pdnt. clearly) Block: ._CD..~_ 'Lot: .(Please Circle All That .Apply). *Is job ready for Inspection: .*Do you need a Temp CertifiCate: Temp'lnformation (If needed}* *Service size: 1 Phase 3Phase *New Service: Re-cennect Additional Information: YI~,S / NO · 1'00 150. 200 300: 350 Underground Number of Metem Change Of Service PAYMENT DUE WITH' APPLICATION 400 ' Other,~ . f~ ~ o - 9 ~- z - ¢',/TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STRE~'.S'~ 0 ~ D,ST. SUB. ,_OT ¢~lr '% ~L S W ~,E OF BUIL~ING ~ES. S~S. VL. ~ FA~ COMM. CB. MISC. Mkt. V~lue ~ND IMP. TOTAL DATE REMARKS A~E BUILDIN~ ~ONDITION N~ NOR~L BELOW ABOVE FAR~ Acr~ V~lue Per Value Ac ~ Tillable ~ill~ble HIl~ble Noodl~nd ~w~mpl~d FRONTAGE ON WATER ~rushland FRONTAGE ON ROAD 7~ ~ ¢otal4°use Plot __ BULKH~DDocKDEPTH / 2 ~/ M. Bldg. Extension Extension Extension Porch Porch Breezeway C~:roge Patio Total COLOR TRIM Foundation ~asement Ext. Walls Fire Place Type Roof Recreation )ormer Driveway Bath :[oars Finish eat Rooms 1st Floor 2nd Floo LR. DR. TOWN OF FOYER O~ER N E ACR. o ~J I~ ~,~' S W ~PE OF BUILDING rES. S~S. VL. ~// FA~ COMM. CB. MISC. Mkt. Value ~N ~ IMP. TOTA~ DATE REMARKS AGE BUILDING CONDITION N~ NORMAL BELOW ABOVE FARM Acre V~lue Per Volue Acre 'ill~ble 3 ~dland ',wampland FRONTAGE ON WATER Iru~l~nd FRONTAGE ON ROAD / ~ ~ ~ouse Plot DEPTH / ~ ~ BULKH~D 'oral DOCK COLOR TRIM M. Bldg. Bath Dinette Extension Floors K. Extension Interior Finish LR. Extension Heat DR. Rooms 1st Floor BR. Porch Rooms 2nd Floor FIN. B. Porch Breezeway Garage Patio O.B. Foundation Basement Ext. Walls Fire Place Type Roof Recreation Room Dormer Driveway FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 4, 2006 TO: John & Angela Reinersten 1227 84th Street Brooklyn, NY 11228 Please take notice that your application July 31, 2006 For permit for construction of a new single family dwelling, an accessory in-ground swimming pool and accessory cabana at Location of property: 590 Arrowhead Lane, Peconic, NY County Tax Map No. 1000 ~ Section 98 Block2 Lot 4.1 Is returned herewith and disapproved on the following grounds: The proposed new single family dwelling on this 41,815 square foot parcel, in the R-40 District, is not permitted pursuant to Article IliA, 100-30A.3, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule, with the same force and effect as if such regulations were set forth herein in full." Bulk schedule requires a front yard setback of 50 feet and a rear yard setback of 50 feet. Following the proposed construction, the dwelling will have a front yard setback of 35 feet and a rear yard setback of 37 feet. The proposed accessory in -ground swimming pool and proposed accessory cabana are not permitted pursuant to Article III, Section 100-33, which states, "In the Agricultural-Conservation District and Low-Density Residential R-80, R-120, R-200, and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear yard." Both ~d~'.¥immillg pool and the accessory cabana are noted as being located in the side Damon~Rallis~-Permit Examine~_~ Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file, Z.B.A. ,APPEALS BOARD MEMBERS Ruth D. Oliva, Chairwoman Gerard P. Goehringer James Dinizio, Jr. Michael A. Simon Leslie Kanes Weisman http://southoldtown.north fork.net ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 · Fax (631) 765-9064 Mailing Address: Southold Town Hall 53095 Main Road °EO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 14, 2006 ZB File No. 5973 - JOHN and ANGELA REINERTSEN Property Location: 590 Arrowhead Lane, Peconic CTM 98-2-4.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review fails under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicant's 41,815 sq. ft. parcel is undeveloped land shown as Lot 38 on the 1963 Subdivision Map of Arrowhead Cove, with 316.76 feet along the west side of Arrowhead Lane in Peconic. BASIS OF APPLICATION: Request for Variances under Sections 280-15 and 280-18 (100-30A.3 and 100-33 based on the Building Inspector's August 4, 2006 Notice of Disapproval concerning a proposed new dwelling, accessory swimming pool, and accessory (cabana) building. The dwelling will be less than 50 feet from each the front lot line and rear lot line, and the swimming pool structure and an accessory building will be in a side yard rather than the code-required rear yard. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on November 30, 2006, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: The applicant wishes to construct a new dwelling, 20' by 40' accessory swimming pool, and 12' by 25' accessory (cabana) building as shown on survey prepared by John T. Metzger, Land Surveyor dated 3/1/2000, amended 9/26/2006. The dwelling will be less than 50 feet from the front lot line, less than 50 feet from the rear lot line, and the swimming pool and accessory building will be in a side yard rather than the code-required rear yard. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because of the proposed placement of the home. During the public hearing, the neighbors to the south were concerned about noise pollution emanating from the use of the swimmingpool. The applicants stated they would like to construct the accessory swimming pool and cabana in the rear yard, but are unable to since the rear yard diminishes with the lack of depth of the lot. The applicant's property consists of merged land that was original two one-half acre lots. By merging their property, the building density was reduced for the total width of the lot, from two separate dwelling lots to only one single dwelling lot Page 2 - December 14, 2006 ZB File No. 5973 - John and Angela Reinertsen CTM No. 98-2-4.1 with customary accessory uses. The applicant proposes to keep a country lane look and maintaining trees. The rear yard abuts a 70-acre farm/vineyard. The front yard appears larger with the existing buffer between the proposed house location and the edge of the traveled road. The applicant are able to rotate the pool to an east/west direction, increasing the setback from the southerly adjoining lot. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The depth of the lot dictates the placement of the home as well as the front and rear yards. The property has 316.76 feet in width (north to south), and is only 124 feet deep (from east to west), leaving a narrow (24 feet) for placement of a house and accessory structures. The code defines the front and rear yards, and these designed yards are not large enough to allow for a dwelling with customary accessory buildings without an area variance. 3. The variance granted herein is substantial and the maximum reduction the Board would allow. 4. The difficulty has not been self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new residence, accessory swimming pool and accessory building, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Weisman, and duly carried, to GRANT the variance as applied for, as shown on survey prepared by John T. Metzger dated 3/1/2000, revised 09/26/2006 SUBJECT TO THE FOLLOWING CONDITIONS: 1. Grant the front and rear yard reductions as applied, except that placement of the pool shall be rotated into an east-to-west location and set back a minimum of 70 feet from the southerly (side) property line. 2. The accessory storage building (referred to as a cabana) can be placed in its proposed location, 47 feet from the private road (or in the rear yard of the home adjacent to the pool), and this accessory cabana shall not exceed 12'x20' in size. The structure will be unheated and contain only a half-bath lavatory, with the door to open to the outside of the structure. An outside, open shower is permitted, as well as, electricity to the structure. The cabana shall meet the same setbacks as the pool [from the easterly/front and southerly/side lot line(s)]. 3. Both the pool and accessory structure (cabana) shall be screened from the road and from the adjoining lot to the south, by a staggered row of evergreens planted at a minimum height of five feet. These plantings must be maintained, and replaced if their functional use is compromised. 4. The maximum height of the accessory structure (cabana) shall not to exceed 12 feet. 5. The ZBA reserves the right to inspect the new construction at any time. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not Page 3 - December 14, 2006 ZB File No. 5973 - John and Angela Reinertsen CTM No. 98-2-4.1 increase the degree of nonconformity. Vote of the Board: Ayes: Members Oliva (Chairwoman), Goehringer, Dinizio, Simon and Weisman. This Resolution was duly adopted (5-0). ~'th D. Oliva, Chairwoman 12/29/06 Approved for Filing September 3, 2008 Town of Southold Building Department 54375 Route 25 P.O. Box 1179 Southold NY 11971 RE: BU~LDZNG PERIVJIT #32820 590 Arrowhead Lane. Peconic To whom it may concern, Please extend my existing building permit for an additional 6 months. Please contact me at (718) 238-9767 or (917) 538-3348 if you have any questions or need any additional information to process this request. Thank you. Sincerely, Ange3a Reinertsen Z227 84 Street Brooklyn, NY 11228 Mar 19 09 09:17a p,1 Mareh 18,2009 By Fax (631) 765-9502 Mr. Michael Verity Building Depa[hnent Town of Southold Town Hall Annex 54375 Main road P.O. Box 1179 Southold, NY 11971-0959 De. ar Ivff. Verity, RE: Building I appreciate you takLn4~ the time to speak with me this moraine As you recommended, I am providing this letter so it can be inserted into my file. I am aware there is a building permit 2-year renewal fee of $2,607.20 due on 3/20. To the best of my ability, I intend to pay the fee within 2-4 weeks. Thank you for your he~P. 1227 84 Street Brooklyn, NY 11228 Town Hall Annex 54375 Main Road P.O. Box I 179 Southold, NY 11971-0959 Telephone (631 ) 765-1802 Fax (631) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTHOLD April 4, 2011 John Reinertsen 1227 84th Street Brooklyn, NY 11228 RE: 590 Arrowhead Lane, Peconic TWO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: -x~ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ~x4 A fee of 50.00. x4 Final Health Department Approval. x"'q Plumbers Solder Certificate. (All permits involving plumbing after 4/1184) __ Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT: 34537-Z New Dwelling 1227 84 Street Brooklyn, NY 11228 Town of Southold Building Department Town Hall Annex P. O. Box 1179 ~outhold, NY 11971 To whom it may concern: RE: Permit ~34537Z Please provide an extension to our building pa~mit which will expire ~eptember 27, 2010. Thank you. Sincerely, Southold Town Building Department 54375 Main Road Southold, New York 11971 (631) 765-1802 Parcel ID: 98.-2-4.1 Permit #: 34537 Permit Date: 3/27/2009 Expiration Date: 9/27/2010 BUILDING PERMIT RENEWAL LETTER Dated: 2/23/2011 Applicant: JOHN & ANGELA REINERTSEN Location: 590 ARROWHEAD LA PECONIC, N.Y. 11958 Work Description: SINGLE FAMILY DWELLING CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING AS APPLIED FOR PER ZBA & SCHD. A FEE OF $2607.20 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: JOHN & ANGELA REINERTSEN Address: 1227 84TH STREET BROOKLYN, N.Y. 11228 The permit listed above has expired. Please contact our office as soon as possible to begin the renewal process. All work on the project must stop on the expiration date. No work is permitted or authorized beyond the expiration date. A OO THANK YOU, SOUTHOLD TOWN BUILDING DEPT. LOT NUMBERS REFER TO 'MAP OF ARROWHEAD COVE' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE BO, 1963 AS MAP NO. 3810, LOT 39 .1.243.4' N 88'4~'L~' E J2.4~eg' LOT38 '°~~'FOUNDA710N ~t LOT 37 134.93' LOT3~ SURVEY OF PROPERTY A T PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 04 1000-98-02-03 & SCM,E: 1"=50' MARCH t, 2000 JUNE 28, 2006 SEPTEMBER 26, 2006 (LOT COVERAGE) FEBRUARY 22, 2007 (WATER LINE) MAY 22, 2007 (FOUNDATION LOCATION) TE~T HOLE DATA AREA=41,815 SO. FT. I am Familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMll_Y RESIDENCES and wilt abide by the conditions set ~orth therein and on the permit to construct, The tocatlon oF wells and cesspoots shown hereon are From Fietd observations and or data obtained From others, ¢¢¢y ALTERATION OR ABBITION TO THIS 3q~tVE¥ I~ A VEL4TIUN OF SECTION 7~9 OF THE HE!v' YORK STATE ElYflCATION LA~, EXCEPT AS PER SECTION 72t~'--SUBDgVT-SION ~, ALL CE~TIFICATIOA~ HEREON ~ VALrl) FOR THIS HAP AI~ COP~S THEREOF ONLY SAIB H.'~' OR CORIES BEAR ~ IP~RESS~B SE,~- OF ~ SURbqSYOR VHOSE S~Gi~ ~PPE~qS HEREOg D~k ~rown sl~'y lo~'. OL LOT NUHBERS REFER TO 'HAP OF ARROWHEAD COVE' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 80, 1963 AS MAP NO. 3810. A EL~VA TIONS ,ARE R£F'ERENCED TO AN ASSUMED DATUM. AREA= 41,815 S.F. 88'42'P0' ~/ 134.93' 135,00' (Map) LOT 36 (dwelling) g',,~: /5~'~ I am familiar wi~h the STANDARDS FOR APPROVA AND CONSTRUCTION OF SUDSURFACE SEWAGE DISPOSAL SYSTENS FOR SINGLE FAHILY RESIDENCES ond wiLL chide by the conditions set ~herein on ~he permit to EOnS~pUC~, ~ b . 43 7he Ioco%~on oF wells and cesspoo[s shown hepeon ape ~pom Field obsepva~ions and ap data' obtained Cpom o~hers. SURVEY OF PROPERTY AT PECONIC TOFN OF SOUTHOLD SUFFOLK COUNTY, NEI¢ YORK ANY ALTERATION OR ADDITION TD THiS SURVEY IS A VIOLATION DF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAg/. EXCEPT ~ PER SECTION 7~Og-SUBD]V~SI~N ~ ALL CERTIFICATION2 HEREON ARE VALID F~R THIS MAP AND COPIES THEREOF DNL Y tF S~]D MAP OR CflP~ES BEAR THE IMPRESSE~ SEAL ~F THE SURVEYOR ~HUSE SIGNATURE APPEARS HEREUN. 1000-98-08-03 & 04 SCALE: 1"=50' MARCH 1, 2000 JUNE 28, ~006 CERTIFIED TO, JOHN REINER,TSEN ANGELA REINER,T'SEN TEST HOLE DATA ' ~ECDNIC SUAVE' ~ ~ ~ (e31) 765 - 5OBO ~ ~:~ 7~7 1B30 T~AVELER STREE~~ SDUTHDLD, N,Y, 11971 I.~ T ~08... LOT NUMBERS REFER TD 'MAP OF ARROWHEAD COVE' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON. JUNE 20, 1963 AS MAP NO. 3810. SURVEY OF PROPERTY AT PECONIC TO lq'N OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000-98-02-03 & 04 SCAUq: 1"=50' ~I~ ~ 88'42'80' W 134.93' (actuaD ~ ~ 135,00' (map) o.~'~ LOT 3~ TO ~ ~ssu~E~ ~ TU~. CERTIFIED TO, JOHN REINER TSEN ANGELA REINERTSEN /?se .~5oo ~ F pool 800 ~.F' TEST HaLE DATA AREA= 41,815 S.F. o we'll I cm F(imili(ir with the STANDARD. S FOR APPROVAL AND CONSTRUCTION OF SUBSUREACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES ond witL obide by the conditions setll~Forth therein ond on the permit to construct. /,~.~ J, 1 " h- '~'~ 4 The Loco. tion oF wells o. nd cesspooLs J shown he~'eon 0. r'e From Field oloservot'ons o. nd or dc~toJ obtoJned From others, ANY ALTERATION DR ABBITIUN TO THIS SURVEY IS 11 VIOLgtTIDN DF SECT!ON 7P09 lYF THE NEW YURK STATE EDUCATION LATZ. EXCEPT AS PER SECT[UN 7~09-SUBDIVISIDN ~. ALL CERTIFICATIONS HEREUN ARE VALID F~R THIS NAP AND COPIES THEREOF BNLY IF SAID ~AP UR COPIES BEAR THE IMPRESSED SEAL DF THE SURVEYUR WHOSE SIGNATURE APPEARS HEREUN, MARCH 1, 2000 JUNE 28, 2006 , 22, LOT NUMBERS REFER TO 'MAP OF ARROWHEAD COVE' FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JUNE 80, 1963 AS MAP NO. 3810, N 17.4,14' (map) 124,09' ZO'-~ ~/2 LOT 37 WATER 88'42'20' %/ 134,93' (ecruS) 135~' (map) LOT 36 AREA=41,815 SO. FT. ELECTRIC (4 S.C.D.H.S. Rt~kKENCE NUMBER R10-07-0012 SURVEY OF PROPERTY A T PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000-9g-02-03 & 04 SCALE: 1"=,50' M~RCH 1, 2000 JUNE 28, 2006 SEPTEMBER 26, 2006 (LOT COVERAGE,) FEBRUARY 22, 2007 (WA TER LINE) MAY 22, 2007 (FOUNDAUON LOCATION) MARCH ?, 2011 (FINAL) m I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by ~che conditions set ~or'th therein and on the permit to construct, The location of wells and cesspools shown hereon are +rom Reld observations and or data obtained Crom o~hers, ANY ~_TERATION OR ADDITION TO THIS SURVEY IS ~ VIOLATION OF ~ECTI~ 72~ OF T~ ~ Y~K STATE E~ATI~ EXCEPT ~ ~R SECTI~ 7~-SUBDIVIEI~ 2. ~t CERTIFI~TI~S ~ ~c v~I~ FOR THIS ~P ~ ~iES E~ID ~P ~ C~IES ~4R T~ I~RES~D ~ ~ T~ S~VEY~ TEST HOLE DATA cERTfFIED ~0: P~e I~own f~e tc 17' ? 10"x20" CONTIt FTG. SHOWN DASHED x (4'-o") (14'-o") DOUBLE 2x6 P.T. SILL EL. 8'-10W' EL.TOP OF WALL TO BE DESERMINED BY BUILDER ~ X M^SONRY STOOP OMER X BY BUILDER ~ -EL. (-) 4" TCP OF FOOTING (TYPICAL) TOP 0¢ 4' SLAB SINGLE 2x10 EL. 9'-9~'~" SINGLE 2xiO P.T. SILL (B'-f') 4'-0" ,~ 4%0'' (13'-11") 8'-10W' DOUBLE 2x6 P.T. SILL q 0o'-o') l?j ~/4" (TYPICAL) ~EL. (-) 4" TOP OF FOOTING 15'-8 1/2" O"x20" CONTINUOUS SHOWN DASHED MASONRY STOOP O~R BY BUILDER ~ TOP OF WALL TO BE DE~ERMINED BY BUILDER B'-3,1/2" 9'-9Y~" EL. o.q, DO[BLE 2x6 ~~..~ ~4'~' P.T SILL (13'-11") ~ _~ EL. (+) 8'-9~" TOP OF SLAB , / / EL. (-) 4" TOP OF FOOTING I (TYPICAL)~/ __ DOUBLE 2x6 P,T, SILL 4" GARAGE SLAB SLOPE~ ',,X~ 2" TOWARD O,H. DOORS , 8'-10W' EL. (7'-5') -- 1~x2~- C~-TiHu OUS FTG. SHOWN DASHED DOUBLE 2x6 P,T. SILL DOUBLE 2x6- P.T. SILL 32'-0" (15'-1f') (2o'-o") · SEE GENERAL NOTE, DETAIL PAGE iA ~ls S~T, · 10" FOUNDATION WALL OR AS PER LOCAL BUILDING CODES· SGL. 2x10 OR DBL 2X6 SILL (AS NOTED) ALL SILLS TO BE PRESSURE TREA'[ED & SUPPUED IN 12' & 16' STOCK LENGTHS, BUILDER TO USE SHORIEST LENGTHS AVAILABLE, BUILDER TO COUNTERSINK ANCHOR BOLTS IN THIS AREA. (SET TOP OF BOLT TO 3" MAX. ABOVE FOUNDATION WALL) BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER. FOUNDATION SASH WINDOWS "KEWANEE" AOV-14G (31x14-9/16) OR EQUIVALENT BY BUILDER· BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER· SEE SUGGESTED DETAIL. OPENING IN FOUNDATION WALL BY BUILDER PER OWNERS SPECIFICATIONS. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS REQUIRED. SEE SUGGESTED DETAIL. BUILDER TO PROVIDE SASH/WINDOW, LIGHT-WELL, AND/OR GRATE AS REQUIRED BILCO BULKHEAD TO BE SUPPLIED. DETAILED INSTALLED BY BUILDER W/OWNER'S APPROVAL, ., L.L,O. ACORN EMPYREAN INTERNATIONAL, LLC, 9,30 MAIN STREET, ACTON, MASS, ACORN® 01720 (7811 259-9450 JOHN & ANGELA REINERTSEN SUFFOLK COUNTY PECONIC, NY FOUNDATION PLAN 1/4-"=1'-0' DATE: 3/20Z07 - RMH 4-/5/07 - CDH,/IvlR 3/22/07 RMH 4,/26/07 - CDH/JF 4,/4/07 ~ CDH C.0.#2 5/18/07 REV, 6 25'-07 MR ADD BULKHEAD & WiNG SHIPPING DATE: COUNTRY HOUSE JOB NO. 5315 PAGE NO. 1 /~ WALL PANEL FOUNDAIlON: ~A$1C I~IF'(]R~A'I]ON MODULE LINE AS PER PLANS "'~-----~---- 3½" ~ MODULE LINE ~ ~ ~ ~. ~o ~ BOLTS TO BE INSTALLED "-----~ AS PER PLANS ' · ~ < FROM EACH CORNER. NO LESS ~DBL, 2x6 PT SILL ~; FLOOR SYSTEM ~ o ~" DIA x 12" HDC ANCHOR FLOOR SYSTEM ~ ~ ~ ~ BOLTS TO BE INSTALLED AT ¢-0 ~ , I , AS PER PLANS THAN 2 BOLTS PER SILL ~ ~1 "~ ~ ~ . r , ~ ~ 2x6 SILL ' ' DAMPROORNO ~ ~ ~ , X X . ~ / a ~ OUNDA~ON PLAN ' - - SILL SEALER 1. ALL FOUNDA~ON ELEVA~ON FIGURES ARE REFERENCE TO A ZERO ELEVATION ~ PER PLANS, ZERO ELEVATION FOR A HOUSE HA~NG A SLA~ IS THE TOP SURFACE OF ~ 10 FOUNDATION PER PLANS ~ 2. ALL WOOD Sl~S ARE SUPPLIED ~TH ~E HOUSE PACKAGE, UNLESS ~E SLAB IS TO BE ~ '. ~ .' y P~RED BEFORE THE HOUSE APRILS. IN ~AT CASE THE PRESSURE TREATED 2x4 OR 2X6 ~ m ~ · SILLS DUST BE SUPPLIED BY ~E BUILDER. ANCHOR BOLTS ARE TO BE SUPPLIED BY ~E ~ BUILDER, AND SET IN FOUDAWON AT APPROX. 6' O/C (OR AS REQUIRED BY LOCAL CODE). ~ 5 ~ F UNDA~ON WALL ~ : ~ ' ~ ~ ' , AS PER PLANS 3. UNLESS O~ERWISE INS~UC~O OUR DRA~NGS SHOW 10" FOUNDA~ON WALLS . ~ ~ ~ . ~ (2) ~ ~ ~T~ ~ ~ ~ CENTERED ON 10"x20" FOO~N~S AT A DEP~ OF 4'. ~ESE REPRESENTATIVE ~ ~ TO COMPLY ~TH ~E LOCAL BUILDING CODE. ~ ~ ~ ~ / / ~ ~ 3 MIN SAND OR ~RA~L oOO o o ' ~ . ' FOO~NG ON o o o . ~ UND,~TURBED SOIL APPLICABLE, UNLESS O~ER~SE NOTED. CRUSHED STONE ; . I / ~ ~ , ~ FILTER FABRIC ~BR LOCA~ON, FOR DEPRESSIONS IN FLOOR SLABS, FOR OPENINGS IN WALLS FILER FABRIC VAPOR BARRIER AND FLOORS REQUIRED BY ARCHI~CTURAL ANO MECHANICAL FEATURES, FOR . ~ ~ ~ 1" EX~UDED POLYSTYRENE ~ FOAM UNDER ENTIRE SLAB * FOUNDATION DRAINAGE DEPENDING ROADWAY PA~NG, WALKS, RAMPS, STAIRS, CURBS, ETC. 4 DRAINPIPE ~ 4" B. HOLES AND OPENINGS ~ROUGH WALLS AND FLOORS FOR DUCTS, PIPING, AND * FOUNDA~ON DRAINAGE DEPENDING ~ ~ FOO~NG ON ON LOCAL SOIL CONDI~ONS CONDI~ONS ~ UNDIS~RBED SOIL (BELLED ~ NOTCHED) ~ ~JOIST HANGER ~N~LATION SHALL BE CHECKED BY ~E CON.ACTOR ~0 SHALL ~RIFY ON LOCAL SOIL ' 3, IN~NT: WALL PANEL MODU~ LIN IF CERTNN FEARERS ARE NOT FULLY SHO~ OR CALLED FOR ON THE DRANNGS OR MODULE LINE ~ AS PER PLANS SPECFICA~ONS, ~EIR CONSTRUC~ON SHALL BE OF THE SAME CHARAC~R AS FOR ' ' H~D SIMEAR CONDI~ONS THAT ARE SHO~ OR CALCO FOR. FINISH MATERIAL~ ~s" DIA. x 12" HDC. AN~O~ ~ ~ ~ 2x4 SHOE PRODDED BY BLDR ~ BOLTS TO BE INSTALLED AT 4-0 ~ i ~ M~U~ LINE ~ ~E CONTRACTOR SHALL USE STRUCTURAL ORA~NGS AND O~ER DRAWINGS FOR LALLY BASE PLATE ~ - -- - INDI~DUAL ITEMS. DISCREPANCIES UNCO~RED, IF ANY, SHALL BE REPORTED BEFORE ~ ' " ~ r ~~SINOLE P.T. 2~10 SILL FOUNDAqON WA~ ~ ..... PROCEEDING ~TH ~E WORK SO ~AT PROPER ADJUSTMENT CAN BE MADE. ~ ATTACHED IN FIELD 4" CONC SLAB ~ NO LESS THEN 2 BOLTS PER SILL ~~ OF LIFE AND PROPER~ DURING ~E CONS~UC~ON OF ~IS BUILDING. FOUNDA~ON PLAN / ' ~ BEarD lx3~ ~E CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOE ALL EXCAVATION PROCEDURES ~ ~ CONCRE[ SLAB ~ ' ~ ~ ~ ' AS PER PLANS ~ 8 CONC ~ ' ~ ~ ' ~ ~NDOW UNITm --- o ' ~ - ~ ~ ' (2) ~5 REBAR TOP MODUL~ LINE STRUCTURES, S~EET AND U~LITIES IN ACCORDANCE ~ ~E LOCAL BUILDING ~ ~. THE GEO~CHNICAL ENGINEER OR H~S REPRESENTATIVE PRIOR TO ~E P~CEMENT OF A~ PER PLANS' 7, BACKFILL: J ~ INERIOR FOOTING ~ CRUSHED STONE- .. ~ ' ~ ~ m~ ~ ~ ~ WALL AS PER PLANS [[~O~,~M~~ (RIPPED TO FIT)~- . ' ' BACKRLL AROUND ~E EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED UN~L ~ ~ ~ ] ' : ~ ' - ~ ' ~".P~Y [ILL~ COMPLE~ON OF IN[RIOR FLOOR SYS[MS UNLESS WALLS ARE ADEQUATELY BRACED, LOCA~ON AS PER ~ ~oo o( , ~ z ~1 ~ 8 X16 FTC ON ~ ~1 ~' ~. m DBL 2x4 P.T. SILL ' " (ct% ~ o~¢~ . ~1 ~4" CONCRETE SLAB DAMP-PROOFING. o o o o ~ ~ ~~ ~ o oo OD ~ o ~ . ~ ,, . ~SON~y 10 CONe. FNDN. WA~ 8. DESIGN DATA: DESIGNEO IN ACCORDANCE ~ NY STA~ BUILDING CODE. '~ / ~3' MIN. SAND OR A. LIVE LOADS AREA Ll~ LOAD (PSF) DEAD LOAD (PSF) ~' ' ~ GRAVEL FILL ; ~ ROOF 40 15 BEDROOM FLOOR 30 15 I / - ', ~ '' , e ~, / ~ ~6 MIL POLYETHYLENE ~ 0~I FOUNDATION INTERIOR FOOTING / ..... DECK 50 10 4" DRAIN PIPE 10 x20 FTC - 10 FNDN ~ ~ ~ 5/4 X 4 TRIM BASIC WIND ~EEO ...................... 120 MPH ~ PANEL BEYOND LOCAL SOIL / ~ ~ j -- 4 ~¢ EX~UDED POLYSTYRENE C. SOIL- ASSUBED CLE~N, ORY ~ND UNDIS~RBED W/A ~lL BEARING CAPACITY OF 2000 Pst, ~ ~ DBL 2x6 SILL P.T. CONDITIONS ~ ~ " ' FOA~ UNDER ENTIRE SLAB ' - ~2" ~ NOT TO SCAL~ NOTE: IT IS ~E GUILDERS RESPONSIBILI~ TO ~RIFY AC~AL SOIL CONDI~ONS W/ ~ ~ ~ A LOCAL SOILS ENGINEER ~ TO NOTIFY ACORN STRUC~RES OF ANY VARIATIONS, / DODULE LINE '1 '1 .-, c~. ~ ~ % 9. CONCHES: A. BASIC FOR DESION: APRON ~ DRIVEWAY / CONCRETE USE STRENGTH SLUMP AGO. SEE REMARKS BY O~ERS ~ ~ ~ . [001~R¢$, 2500 ~Sl 3.4'(+0R- ~' ~ 28 ~AYS ~ ~ : ~ 4 CO~CR[TE S~B ALL CONCRE~ SHALL BE HARDROCK AGGREGA~, REGULAR ~IGHT CONCRETE ~ > ~. MODULE LINE~ ~COP~IGHT BY EMPYREAN I~ERNA~ON~,LLC I (150 POUNDS PER CUBIC FOOT) ~ ~" TOLERANCE FOUNDA~ON W~L ~ - . ~ m~ .n~]n ~li~lo. ~ th~ co~h~ ~r. CONCRE~.B' DEBRIS'. REMOVE ALL DEBRIS FROM ~E FORMS BEFORE PLACEMENT OF DOOR OPENINGVAPOR BARRIER6 MIL POLYETHELENE ~ ~ - - ] ACORN EMPYREAN~m~s~ ~ INTERNATION~,L.L,C. 2x4 P.T. 2ACK ~E~~m 930 MAIN STREW, ACTON, MASS. C. SEGREGA~ON OF AGGREGA~S: CONCRE~ SHALL NOT BE DROPPED ~ROUGH REINFORCING S~ELS (AS IN WALLS AND PIERS) SO AS TO CAUSE SEGREGATION ~ ~ ~" ~' P~ FILL OF AGGREGA~S. USE HOPPERS, CHU~S OR ~UNKS OF VAR~NG LENGTHS SO z --~ - -- ~AT ~E FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FI~ 1' FEET, AND A SUFFICIENT NUMBER SHALL BE USED TO INSURE ~E CONCRE~ ~ ~ ~ ~ 7W' FOR ~ / ~/ x ' E~LED lx~ ~ SUFFOLK COUN~ D. INSERt: ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING DOWELS, ~ [~] ] FLOOR SYSTEM . 5/4 X 4 TRI ~NDO~ UNIT ~ BOL~, ANCHORS, PIPES, SLEE~S, ETC., SHALL BE SECURELY POSI~ONED IN ~E ~ ~ AS PER PLANS . // ~ ~ ~ ~ ~ ~ (BELLED ~ NOTCHED) ~ 2~4 ~ ' IN STRUCtuRAL CONCRE~ EXCEPT WHERE SPECIRCALLY APPRO~D BY ~E ~ / EMGINEER, DBL 2x6 A. USE AS~ A615 (GRADE 40) FOR ALL REINFORCEMENT. , ~ P.T. SILL m~u (R~PP[9 TO n~) 1"=1'--0" (OR AS NO~D) ,~ ~ BELLED X4~ ~ 3/20/07 RMH ~/5/07 - CDH~R DOOR UNIT ~NDOW UNIT ~ RIPPEO TO FIT) 3/22/07 POSSIBLE. LAPS PER T~ICAL DETAILS, UNLESS O~ERNSE NORD. GRAVEL FILL ~ . ~ -- · ; ~; ' JAMB RMH 4/26/07 - CDH/JF DISPLACEMENT.DE~CES SUFFICIEN[Y NUMEROUS TO PERMIT WALKING ON STEEL WI~OUT 6 MIL POLYE~ELENE ' ~ ~.~.~ ' · T 'PER BEVELED 1X4~ X e 0-3-0 x 8 ~ REV. 6-25 07 MR ADD BULKHEAD A VAPOR BARRIER / / ~ · -- '~ FOUNDA~ON PLAN (RIPPED TO FIT) ~ '~ ~"~P~Y ~lLL[~ DBLCEMENT2X4 P.T.wAsHSILL ~ . ~ WAll ~ F~R DFn~ sUppORT FOO~NGwALLS ................. .............. 2"3" AT FACE AGAINST SOILS ~" DIA X 2" GALV. ANCHOR / ~ I0" FNDN ALL ~ ~ . . ~5 FOR 3~x10~ BM e 0-3-0 x 8~~ COHO, FNDN. WALL WALLS ................. IW' AT EXTERIOR FACE ABO~ GRADE DBL 2x4 P,T. SILL ~, WALLS ................. 1" AT IN~RIOE ~ACE ABO~ GRADE AS PER PLANS 10" CONC. FNDN. WALL~ BEAMS ................ 1~" CLEAR TO ~ES AT 4'-U" O/C MAX. 1' AS PER PLANS FOUNDATION WALL CEMENT WASH~ - COLUMNS ............ 8' TO FACE AGAINST gROUND C~AR TO 3ES FROM EACH CORNER. NO LESS MODULE LINE ~ ~1" MODULE LINE ~ ..... COLUMNS ............ 1~' CLEAR TO ~ES ~AN 2 BOLTS PER S,LL BEA" POCKET ,o..o. ~M~~ NOT TOSCALEK WINDOW IN FOUNDATION WALL 3315 . A ~ SCALE: 1"=1'-0" ~ NOT TO SCALE ~COPYRIGHT BY EMPYREAN ImERHATIONAL, L L C ACORN ¢=~I'I~R~AN INTERNATION&,LL,C. 9~0 MAIN STREET. ACTON, MASS. ACORN® 01720 (781) 259-9450 JOHN & ANGELA REINERTSEN SUFFOLK COUNTY PECONIC, NY FOUNDATION DETAILS 1"=1'-0" (OR AS NOTED) DATE: ~/20/07 - RMH 4/5/07 - CDH/MR ~/22/07 RMH 4/26/07 - CDH/JP ~:~/E4/07 - CD,H__ C.0.#2 5/18/07 V, 6-25 07 MR ADD BULKHEAD & W]NQ WAILS FOR OFnK sUppORT SHIPPING DAT~: COUNTRY HOUSE JOB NO. PAGE NO, # 3315 .A. 2X__ PANEL SHOE DBL 2X6 P,T. SILL  WALL PANEL STUDS ] / "USP" PHD2 HOLDOOWN I / W/WS3 (1~x3) WOOD SCREWS r~ (BY ACORN) II I H ~~ r WALLCONCRETE FOUNDATION ~ I1:~ ~ m "USP" r~" STBL20 OR I "SIMPSON" ~" SSTB20L , z~ '~<~ ,,d I ANCHOR BOLT SUPPLIED BY BUILDER ' <, Z~ : WALL PANEL STUDS 2X__ PANEL SHOE 2X__ SHOE ~ SINGLE P.T. 2x10 SILL~ CONCRETE FOUNDATION t ,~ IIQ WALL I II USP ~ STBL2O OR ,,~,~-~: "SIMPSON" W' SSTB20L~i ~ ~ ~ ANCHOR BOLT i ~ SUPPLIED BY BUILDER --"USP" PHD2 HOLDOOWN W/ WS3 (l~x~) WOOD SCREWS (BY ACORN) -- ~" T~G PLY SUBFLOOR (~) ANCHOR BOLT FOR PHD2 HOLDDOWN R ANCHOR BOLT FOR PHD2 HOLDDOWN AT GARAGE ~ AT TOP CHORD BEARING FLOOR TRUSSES SCALE: f'=l'-O" SCALE: 1"=1'-0" 6'-11 ~/8" 6'-1 3/4" 0'-11 PHD2 HOLDOWNS W/ ~" ANCHOR BOLTS 1 3/4" (TYPICAL UNLESS NOTED OTHERWISE) UNLESS OTHERWISE) WALL PANEL STUDS 2X__PANEL SHOE --"USP" PHD2 HOLDOOWN W/ WS3 (l~x~) WOOD SCREWS (BY ACORN) 2x12 HDR -OR- 2/ 2x12 RIM JOIST PER PLAN DOUBLE P.I. 2x6 SILL--~ CONCRETE FOUNDATION WALL USP ~ STBL20 OR "SIMPSON" %" SSTB20L ANCHOR BOLT SUPPLIED BY BUILDER (~) ANCHOR BOLT FOR PHD2 HOLDDOWN ~ B---~'~-TO"-~ ~'H~--~'-~ B--~-~'IN--~ ~ :TRUSSES SCALE; 1"=f-o" WALL PANEL STUDS OR POST PER PLAN 2X__ PANEL SHOE' DOUBLE P.T. 2x6 CONCRETE FOUNDATION ~ ~ II WALL 7/8" D1A ANCHOR BOLT ....,-"q I L.'~ .............. WALL PANEL STUDS OR POST PER PLAN HARDI-FRAME PER PLAN~ WASHERS --HARDI BEARING PLATE --~4" T&~ PLY SUBFLOOR -- E.L SUBFLOOR n HARDI-FRAME CONNECTION ..... ~ ATTOP CHORD BEARING FLOOR TRUSSES SCALE: f':f-O" HrSx12 7/8 S HARDY FRAME PANEL IN THIS AREA ~) +. PHD2 HOLDOWNS W/~" ANCHOR BOLTS HF8x12 7/8 S HARDY FRAME PANEL'- IN THIS AREA ~ TOP CHORD BEARING FLOOR TRUSS AREA PHD2 HOLDOWNS W/ ~" ANCHOR BOLTS 28'-2 7/8" + + PHD2 HOLDOWNS W/ ~" ANCHOR BOLTS PHD2 HOLDOWNS W/ ~" ANCHOR BOLT5 + PHD2 HOLDOWNS W/~" ANCHOR BOLTS i~ 3'-3 1/4' W/W' BOLTing) PHD2 HOLDOWNS W/W' r BOLTS 0 + PHD2 HOLDOWNS w/~" ANCHOR BOLT ~) GARAGE SLAB AREA PHD2 HOLDOWNS W/ ~" ANCHOR BOLTS m'-27/~" /8" · SET ANCHOR BOLTS (BY BLDR) 1~,~" MIN, IN FROM EXT. FACE OF FOUNDATION WALL, UNLESS NOTED OTHERWISE. · FOR ANCHORAGE OTHER THAN BRACED WALLS ~ PND2 HOLDDOWNS: ~" DIA ANCHOR BOLTS (BY BLDR) TO BE iNSTALLED AT ,4'-0" O/C MAX, 1' FROM EACH CORNER. NO LESS THAN 2 BOLTS PER SILL. SET ANCHOR BOLTS 2Yz" MIN. IN FROM EXT. FACE OF FOUNDATION WALL, UNLESS NOTED OTHERWISE. ~"USP" ~" STBL20 OR 'SIMPSON" ~, SSTB20L ANCHOR BOLT SUPPLIED BY BUILDER, SEE DETAILS A, B, ~ C TItIS PAGE. ~ "HARDY FRAME" (MANUFACTURED SHEAR WALL) - BLDR TO LOCATE 7.~" DIA. ANCHOR BOLTS W/TEMPLATE PROVIDED &: INSTALL PER MANUFATURES SPECIFICATIONS, ACORN TO SUPPLY: HARDY FRAME TEMPLATE KIT - HFTK12 7/8 HARDY FRAME BEARING PLATE - HFBP12 7/8 HARDY FRAME PANEL - HFBx12 7/8 S (SEE DETAIL "0" mis PAGE:) ~ ©COPYRIGHT BY EMPYREAN[NTERNATIO~L, LLC ~'~ ] AC 0 R N INTERNATIONAL, LLC. 930 MAIN STREET, ACTON, MASS. ACORN® 01720 (781) 259-9450 JOHN & ANGELA REINERTSEN SUFFOLK COUNTY PECONIC, NY HOLDDOWN ANCHOR BOLT LOCATION PLAN 1/4'=1'-0' DATE: 3/20/07 - RMH 4/5/07 - CDH/MR 3/22707 - RMH 4/26/07 - CDH/JF '~/4/07 ~.COH C.0.#2 5/18/07 REV. 6 2,5-07 MR ADD BULKHEAD ~ WING WAII~ ro~ DFCK ,~NPPORT SHIPPING DATE: ~OUNTRY HOUSE JOB NO. PAGE NO. # 3315 ...] DIMENSIONS: ACORN USES A 4'x4' REFERENCE GRID. DIMENSIONS ALWAYS OVERRULE APPARENT GR~D-UNE RELATIONSHIPS IF THE IAA/O D~SAGREE. THE DIMENSIONS ARE EXPRESSED IN A THREE-PART NUMBER SYSTEM, REPRESENTING, FEET, INCHES, AND SIXTEENTHS ~/10-8F12 % FEET --SIXTEENTHS INCHES THE DIMENSIONS 10-8-12, FOR EXAMPLE, REPRESENTS 10 PEET, 8 INCHES, AND 12 SIXTEENTHS, OR lO'-B~". MOST MATERIALS SUPPLIED ARE CUT TO EXACT LENGTHS, WHICH ARE DESIGNATED BY USE OF THE THREE-PART DIMENSION SYSTEM SOME MATERIALS, SUCH AS FOUNDATFON SILLS, ARE SUPPLIED AS STOCK LENGTHS FOR FIELD CUTTING BY BUILDER, AND ARE GIVEN FULL FOOTAGE DESIGNATIONS: 8--0--0 - CUT TO EXACT LENGTH BY ACORN 8 ..... STOCK LENGTH FOR FIELD CUT BY BUILDER AN ARROW IS A DIMENSION TO THE FACE OF AN ELEMENT. SLABS AND FLOOR DECKS MEASURE TO THE SLAB OR SHEATHING SUB-FLOOR SURFACE. EXTERIOR WALLS ARE DIMENSIONED TO THE EXTERIOR STUD FACE. (WHICH IS THE MODLUE LINE) HAND DRAWN I COMPUTER DRAWN ARROW GRAPHIC ARROW GRAPHIC A CIRCLE iS A DIMENSION TO THE CENTER LINE OF AN ELEMENT. (INTERIOR PARTITIONS ARE NORMALLY DIMENSIONED TO THIER CENTER LINE)' I HAND DRAWN ~ COMPUER DRAWN ~ CENTERLINE I~- CENTERLINE I SYMBOLS: THE DET,~,JLBOOK HAS INFORMATION CRITCAL TO THE CORRECT ASSEMBLY OF AN ACORN BUILDING. THE APPLICABLE DETAILS ARE INDICATED BY SYMBOLS ON THE DRAWINGS, AS DESCRIBED BELOW ~ /- DETAIL INDICATOR DETAIL TO BE FOUND IN THE DETAIL BOOK ~ PAGE # IN DETAIL BOOK DETAIL BOON SECTION ~ WHERE SHOWN NO'~.: IF A DETAIL PAGE # BEGINS WITH A LETTER. THEN IT IS FOUND IN THE DETAIL BOOK ADDITIONAL DETAILS THAT ARE UNIQUE TO A BUILDING ARE INDICATED AS BELOW: DETAIL TO BE FOUND ON -- ~DETAIL INDICATOR THE SET OF PLANS '~'~k...~C.~PAOE # IN DRAWINGS WHERE SHOWN CROSS SEC, N THRU HOUSE NOTE FOUND ELSEWHERE ON PACE CLOTHES CLOSET (1 SHELF) LINEN CLOSET (5 SHELVES) RANTRY CLOSET (B SHELVES) BROOM CLOSET (2 SHELVES) CONCRETE FILLED LALLY COLUMN 4x4 WOOD POST 3W'xDW' LAMINATED POST WHERE SHOWN -- BEAM ABOVE BEARING PAR~TION (DEL TOP PLATE) ~ CAPPED WALL (2x6 OAK CAP) ~:~ SUPPLY HVAC DUCT ~--~ RETURN HVAC DUCT % ×7 DUCT SOFFIT OVER. ~.~/ ACORN SUPPLIES ." " LOOSE 2x3'S BUILDER TO FRAME BUILDING CODE COMPUANCE: THE PLANS FOR THIS BUILDING HAVE BEEN PREPARED IN COMPLIANCE Wl~4 THE DESIGN CRITERIA OF THE NY STA"IE BUILDING BODE, IT IS THE RESPONSIBILITY OF THE BUILDER OWNER TO NOTIFY EMPYREAN tN'B~NA'DONAL LLC OF ANY LOCAL AMENDMENTS TO THIS CODE PRIOR TO THE PREPARATION OF WORKING DRAWINGS, FOUNDATION, SITE WORK, MECHANICAL, ELECTRICAL, AND BUILDING ITEMS SUPPLIED LOCALLY WILL BE SPECIFIED BY THE BUILDER FOR A?PROVAL OF LOCAL AUTHORITIES DECK FRAMING LUMBER GRADE - JOISTS AND HEADERS OF DECK FRAMING SHALL BE PRESSURE TREATED [ACQ TYPE D 0 25] SOUTHERN YELLOW PINE #2 WITH A MINIMUM Fb=1200 (FOR 2x8'S) PSI AND E=1,600,000 PSI OR EQUIVALENT DESIGN LOADS: TYPE JVE LOAD )TAD LOAD .3ROUND SNOW ,ROOF 40 PSF 15 PSF FLOOR: LIVING 40 PSF 15 PSF SLEEPING .30 PSF 15 PSF ATTIC 20 PSF 10 PSF WALLS 8 PSF W]NDOWS: I IFixEDFG 29~MENT GLASS WINDOW PLAN VIEW WINDOW DESIGNATIONS AWNING W~NDOW FIXED GLASS ~RAPEZOIDAL FIXED GLASS (ANGULAR 6ABLE GLASS) 36" HEIGHT WINDOW 48" HErGHT WINDOW 60" HEIGHT WINDOW FIXED GLASS OVER AWNING HINGED ~SIDE ELEVATION ViEW OPERABLE WINDOWS ARE DISTINGUISHED PROM FIXED GLASS BY BROKEN DIAGONAL LINES, THE HINGED SIDE OF THE CASEMENT IS ON THE VERTICAL EDGE WHERE THESE LINES MEET. DESIGNATIONS: (~= WINDOW WITH EGRESS OPENING (~)= WINDOW WITH TEMPERED GLASS CASEMENTS WITH EGRESS OPENING HAVE A NET CLEAR OPENING WIDTH OF 24M~" AND OPEN AREA OF 5.7 SO FT MIN WITH A MAXIMUM SILL HEIGHT OF 43W'. DOORS: ac HI~GE SIDE ~"-INCHES INTERIOR ONLY ON WALLS EXTERIOR 3-OL DOOR DESIGNATONS SLIDING DOOR CENTER HINGE PATIO DOOR FRENCH DOOR BI-FOLD INTERIOR DOOR POCKET INTERIOR DOOR DOUBLE DOOR SOLID CORE INTERIOR DOOR PLAN ViEW ABBREVIATIONS: A -AWNING BAL -BALUSTER BC BROOM CLOSET RD. -BOARD BF -BI-FOLD DOOR BLDG. BUILDING BLDR, BUILDER BM. -BEAM C -CLOTHES CLOSET CANT -CANTILEVER CLO -CEILING CONC -CONCRETE CONT. CON TD'.IUOUS CSMT. -CASF vlENT ~.T..~t,~, -COLL '*R TIE '~ -CLOT!lES DRYER DBL. -DOUBLE D.F, DOUGLAS FIR DR -DOOR E -LOPERS, EXPOSED EL. ELEVATION HEIGHT ELEV. -ELEVATION (VIEW OF BUILDING) EXP. -EXPOSED EXT, -EXTERIOR FD -FRENCH DOOR FG FIXED GLASS FNDN -FOUNDATION F.O. -FRAME OPENING FP -FIRE PLACE FTC, -FOOTING GL. -GLASS GYP RD.-GYPSUM BOARD HDR. -HEADER HGR. -HANGER HGT -HEIGHT HORZ -HORIZONTAL INT INTERIOR JST. -JOIST LAM -LAMINATED M MILLED M O-9-4-MILLED TO 9V, F' MAX. -MAXIMUM MIN. -MINIMUM MOD -MODIFIED N.I.C. -NOT IN CONTRACT NO -NUMBER N.T.S -NOT TO SCALE O/C -ON CENTER PG. -PAGE PKT. -POCKET PLY -PLYWOOD P T, -PRESSURE TREATED RB -RIDGE BEAM REP -REFRIDGERATOR REQ'D, -REQUIRED REV -REVISED, REVERSE R 0 -ROUGH OPENING S.C. -SOLID CORE SO.D. SLIDING GLASS DOOR SCL. -SINGLE SIM. -SIMILAR SL -SLIDING DOOR SP -SWING PATIO SPECS. -SPECIFICATIONS SPL, --SPECIAL SY SYS -SYSTEM TE -TEMPERED T&:C -TONGUE & GROOVE TG -TRAPEZOIDAL GLASS TOL -TOLERANCE TYP. -TYPICAL WEPT. -VERTICAL VO -VERTICAL ORAIN W -CLOTHES WASHER W / WI TH W/B -WASHER OVER DRYER WH -WATER HEATER W/O -WITHOUT FLOOR AND FRAMING LUMBER GRADE - JOISTS AND HEADERS OF FLOOR FRAMING AND RAFTERS OF ROOF FRAMING SHALL BE HEM-FIR #2 WITH A MINIMUM Fb=B75 PSI, E=I,4DO,O00 PSI. (CURRENT INVENTORY IS SPF#1/2 (Fb=B75 PSI, E-1,400,000)) - LAMINATED BEAMS SHALL BE DOUGLAS FIR 24F V8 WiTH MINIMUM Fb=2400 PSi, E-I,BO0,O0 PS THIS IS A BALANCED COMBINATION - SOLID SAWN Ax_ BEAMS SHALL BE DOUGLAS FIR-LARCH #2 WITH A MINIMUM Fb=900 PSI, E-1,COD,ODO PSI - 2x_ WALL FRAMING LUMBER AT LENGTHS LESS THAN B' SHALL BE SPF(S) #2 OR HEM-FIR STD GRADE (Fb-550, E-MO0,O00, Foil=IlO0) - 2x_ WALL FRAMING LUMBER AT LENGTHS GREATER THEN B' SHALL BE SPF(S) #1/2 (Fb-875, E=I,400,O00, FcJl-1150) - 4× & Ex_ POSTS LESS THAN 10' ARE DOUGLAS FIR-LARCH #2 (Fb=900 PSI, E=1,600,000 PSI, Fc11=1350) - 4x_ & 6x_ POSTS GREATER THAN 10' SHALL BE DOUGLAS FIR-GLULAM COMB3 (FbJ850 - PRESSURE TREATED DECK FRAMING SHALL BE 2x8 SOUTHERN YELLOW PINE #2 (Fb-1200, E=I,600,O00) - UNLESS OTHERWISE NOTED, HEADERS SHALL BE 2-2x10'S UP TO (-6" IN LENOTB, AND 4x10 DOUGLAS FIR SOLID STOCK FOR LENGTHS GREATER THAN 4'-6" iN LENGTH JOHN & ANGELA REINERTSEN RESIDENCE ARCHITECTURALS E1 _ ENERGY DATA -' FOUNDATION PLAN 1 A - FOUNDATION DETAILS O)~j~2~ COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES APPROVED AS NOTF~D - AS REQUIRED AND CONDITIONS OF FEE?~ g~O-~ BY: ~/~)~(~-- , t l~ SOUTHOLD TOWN PLANNING BOARD NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE SO~H~DTOWNTRUSTEES FOLLOWING INSPECTIONS: N.Y,S. DEC 'L FOUNDATION - lWo REQUIBED FOR POURED GONGRETE 2, ROUGH - FRAMING & PLUMBING ~. INSULATION OCCUPANCY OR 1 B 4. FINAL- CONSTRUCTION MUST - ANCHOR BOLT HOLDOWN LOCATION PLAN BE COMPLETE FOR ¢,0. USE IS UNLAWFUL ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTHECCOESOFNEW WITHOUT CERTIFICATE LOWER LEVEL PLAN YORK STATE, NOT RESPONSIBLE FOR O.FOCCUPAAIcY DESIGN OR CONSTRUCTION ERRORS. r ENTRY LEVEL PLAN CERTIFICATION OF · ,, PLUMBER CERTIFICATION NAILING& CONNECTIONS UPPER LEVEL PLAN CERTIFIGATEOF'OCCI'tPAN~f SOLDER USED iN WATER FRONT &: LEFT ELEVATIONS SUPPLYSYSTEMCANNOT ,,.REQUIRED EXCEED 2/10 OF 1, L~,D, ;',~/~"' i: '.' REAR RIGHT ELEVATIONS :: :!'_~_ _P..Ly;W~H CHAPTER ,'"~ OAf;AGE P~VE~'r;&~ SECTIONS A-A, B-B & C-C * ,RETAINST(~i~MWATERR SECTIONS D-B & E-E ~PURGUANTTOSEO .T~SN.4540C ' ST AIR BEeT, OHS ALL PLUMBING WASTE & WATER LINES NEED DO NOT PROCEED ~VlTH TESTING BEFORE COVERING i FRAMING UNTIL SURVEY i OF FOUNDATION LOCATION.~ ALL CONSTRUCTION SHALL ~HAS BEEN .APJ~RQV. ED, . ' MEET.THE REQUIREMENTS OF THE CODES OF NEW yORK STATE,. CLIMATIC AND GEOGRAP lC Di SIGN CRITERIA GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM1' 2 WINTER ICE SHIELD FLOOD SNOW DESIGN DESIGN UNDERLAYMENT HAZARDS LOAD SPEED CATEGORY WEATHERIN( FROST LINE '{ERMITE DECAY TEMP, REQUIRED (MPH) DEPTH ' ' NONE 45 PSF 120 NA SEVERE 40" MODERATE MODERATE ll'T: YES (ASSUMED) ALL ELECTRICAL DEVICES INSTALLED AND WORK PERFORMED SHALL BE IN COMPLIANCE WITH THE 1§87 EDITION OF THE NATIONAL ELECTRICAL CODE AND WITH ARTICLE 9 OF THE STATE OF NEW YORK CODES, RULES AND REGULATIONS. ALL RLUMBrNG DEVICES INSTALLED AND WORK PERFORMED SHALL BE IN COMPLIANCE WITH ARTICLE 11 OF THE STATE OF NEW YORK CODES, RULES AND REGULATIONS UPLIFT AT RAFTERS (TABLE 2,308.10.1) (-) 1D1# (RT-7 ANGLE = 535# UPLIFT) FLOOR TO FLOOR 151 (-) I00 50#/2 F.T. MPA1F CLIPS @ 24" O/C WALL PLY TO P.T. SILLS 50#/2 F.T. lOP,NAILS @ 6" O/C. THE ARCHITECT'S SEAL ON DRA~NCS NUMBERED E~_I~ 'L&J_B___a:_2_-__8_ COVERS l.HE PLANS AS DRAWN FOR BUILDING COMPONENTS SUPPLIED BY ACORN. TMESE · HAVE BEEN CHECKED FOR COMPLIANCE WiTH THE NEW YORK STATE BUILDING CODE. FOUNDATION, SITE WORK, MECHANICAL, ELECTRICAL AND BUILDING ITEMS SUPPLIED LOCALLY W1LL BE SPECIFIED SEPARATELY FOR THE APPROVAL OF LOCAL AUTHORITIES THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES,. SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS iN CONNECTION WITH ANY WORK DONE PURSUANT TO THESE PLANS AND/OR SPECIFICA~ONS. HOUSE RNISHED UVING AREA: AREAS ENTRY LEVEL UPPER LEVEL FINISHED LOWER LEVEL TOTAL FINISHED O'IHER USEFUL ISPACES: UINFINISHED GARAGE LOWER LEVEL A,TTIC & STORAGE AREAS COVERED PORCHES DECKS 2302 SF 1488 SF N/A SF 3790 SF 622 SF 2252 SF N/A SF 416 SF XXX SF TOTAL OTHER 3290 SF TOTAL ALL AREAS' 7~60 SF 'HE ABOVE AREA CALCOLANI~ONS ARE BASED ON RULES PUBUSHED IN THE AIA ITH EDlllON OF ARCHITEDT'dRAL GRAPHIC STANDARDS HANDBOOK. GENERAL SPECIFICATIONS SELl DBVNS SYSTEMS WALL PANELS ROOF SHEATHING CEILING STRAPPING ROOFING PELLA WINDOWS AND DOORS MAHOGANY DOORS STEEL DOORS SKYLIGHTS SIDING EXTERIOR TRIM Su~tIS EXTERIOR DECKING EXIk~UR DECK RAIL EXmt~LU~ DECK STAIRS IN)~LUR STAIRS INILNIUN RAILS INILNtUN TRIM PELLA WINDOW JAMB EXTENDERS TRIM ACCESSfiRiES SHELVING FiRL RATED DdUNS - 2/13/~007 :HIGH WIND TIE DOWNS :FLOOR TRUSSES ENTRY LEVEL - 19,B~ DC (BR AS PER FRAMING PLAN) =FLBOR TRUSSES UPPER LEVEL - 19.B' DC (DR AS PER FRAMING PLAN) :SHEATHING 3/4" I&G FIR PLYWOOD =FRAMING 2X4 16' DC (OR AS PER PLAN) W/ l/O' SHEATHING =VAPOR BARRIER VBLARA FOAM :5/8' FIR PLYWOOD =NOT APPLICABLE =ELK PRESTIQUE PLUS' ANTIQUE SLATE =VENT SPACERS ACORN RAFTER VENTS =EXTERIOR FINISH TYPE ENDURACLAD (10 YEAR WARRANTY EXCLUDES DAMAGE FROM SEA SPRAY) :EXTERIOR FINISH COLOR HARTFORD GREEN =SASH TYPE CASEMENTS AND AVNINGS ARCHITECT SERIES W/D ILT =SASH TYPE FIXED RECTANGULAR CLAD FRAME =SASH TYPE FRENCH DOORS ARCHITECTS SERIES W/DILT =WINDOW AND SLIDER OPERATING HARDWARE CHAMPAGNE =FRENCH DOOR OPERATING HARDWARE SATIN NICKEL =SCREEN FRAME CHAMPAGNE =GLAZING (FDRINSULATED GLASS) LOW-E, ARGON =WALL FINISH THICKNESS 1/2" SHEETROCK =GRILLES ARCH, SERIES W/D ILT (REMOVABLE GRILLES) 3~4' REGULAR =VIVID VIEW SCREENS (PER PLANS) :SLABS PRAIRIE GLASS : :FRAME MAHOGANY, BRONZE SILL =HARDWARE MORTISED LEVER~ BRUSHED CHROME :SLABS FLUSH =HARDWARE LEVERI BRUSHED CHROME =MANUAL OPERATION :SIDING DELETES SIDING BY BUILDER :PREPRIMED FINGERJOINTED CLEAR WRC =IXG T&G STK CEDAR =NOT APPLICABLE =NBT APPLICABLE =NOT APPLICABLE :TO LOWER LEVEL CLOSED - OAK TREADS, PINE PLYWOOD RISERS, PINE STRINGERS =WALL CAPS CENTENNIAL DEMI OAK =CENTENNIAL (B PC, SYSTEM) - PREPRIMED PINE =PINE - WALLS W/ NO FRAM INSULATION (BUILDER TD RIP TD FIT) =TRIM FOR LIGHTED COLLAR TIE =N/A :SLABS 4 PANEL - HARDBOARD =JAMBS PREPRIMED PINE =HARDWARE MERCURY LEVERS~ SATIN NICKEL NOTE: REMOVABLE HURRICANE PANELS BY BLDR. 7~e" WOOD PANELS FASTENED W/2Y~' ~ SCREWS · 12' O/C. BUILDER TO SUPPLY AH MAh':R~ALS, DETAILS ~ LABOR, AS PER 11-1E LOCAL BUILDINg CODE. ~ ~COPYRIGHT. BY EMPYRE/~N INTERI'~TIONAL, LLC. IACO R N D' ¢Y R ANINTERNADONALLLC. ~-~ 930 MAIN STREET, ACTON, MASS. ACORN® 01720 (781) 259-9450 JOHN & ANGELA REINERTSEN SUFFOLK COUNTY PECONIC, NY INDEX DATE: 3/.01/.06 - CDH 2/._20/.97 - RMH yl,o/8;: SHIPPING DATE. COUNTRY HOUSE INSULATION STANDARDS (SEE SEc'noN "K" IN THE DETAIL BOOK) RIDGE VENT (NET FREE AREA= 17 IN 2/LF) SKYLIGHT (R-3.33): LOW-E ARGON-FILLED TEMPERED SAFETY LAM. INSULATING GLASS RAFTER VENT NOTCHES ATTIC FLOOR FOAM BLOCKS HELD TIGHT TO VENT PASSAGE (NET FREE AREA= 8~4 IN /LF) STANDARD WINDOW PELLA ,~A" "LOW E" ARGON FILLED INSULATING GLASS (R-2 9) PELLA FIXED GLASS (R-2,9): PELLA SMART SASH III W/O DGP (R 29). O~'I'loNAL PELLA SMART SASH II (R-2,48)' OPTIoNAL PELLA SMART SASH Iii W/ DGP · (R-~.85). CANTILEVER (R-50.1): ~" PLY SUBFLOOR TWO LAYERS OF UNFACED R-19 FIBER GLASS HOUSEWRAP 1"x6" TAG BOARDS OR ~" PLYWOOD SILL SEALER BASEMENT WALL (R-12.1): 6 MiL POLYETHYLENE VAPOR BARRIER, JOINTS SEALED WrTH TAPE SUPPLIED BY ACORN, VAPOR BARRIER MUST BE COVERED WITH ~B" GYPSUM BOARD OR EQUIVALENT FiRE-RATED MATERIAL R-1.3 UNFACED FIBER GLASS 2x3 FURRING NOTE: IN UNFINISHED SPACES SUBSTITUTE R 11 FLAME RESISTANT FOIL-FACED FIBER GLASS FOR R 15 AND POLYETHYLENE 6-MIL POLYETHYLENE; JOINTS SEALED WITH TAPE SUPPLIED BY ACORN FLOOR JOIST PRE-CUT FOAM BLOCKS FLOOR JOIST PRE-CUT FOAM BLOCKS JOINTS IN FOAM BOARDS SEALED WiTH TAPE J SUPPLIED BY ACORN RI i STANDARD ROOF ROOFING FELT UNDERLAYMENT ~" PLY SHEATHrNG ACORN VENT SPACERS R-50 UNFACED FIBER GLASS 6-MIL POLYETHYLENE ½" GYPSUM BOARD VENT PASSAGE (NET FREE AREA= 8.4 IN~/LF) STANDARD WALL (R-14.0): WOOD SIDING HOUSEWRAP ½" PLYWOOD R-13 UNFACED FIBER GLASS B-MIL POLYETHYLENE ½" GYPSUM BOARD SLAE~ ON GRADE (R-16.9 AT EDGE): 4P" SLAB ~-11 2" EXTRUDED POLYSTYRENE FOAM AT SLAB EDGE 1" EXTRUDED POLYSTYRENE FOAM BETWEEN SLAB AND FOUNDATION &: UNDER ENTIRE SLAB 5," MIN· SAND OR GRAVEL FILL 6-MIL POLYETHYLENE UNDER FILL 2" EXTRUDED POLYETHYLENE FOAM TO 2' BELOW GRADE SILL. SEALER BASEMENT SLAB (R-S.5): 4" SLAB 5" MIN, SAND OR GRAVEL Fill R-5.5 1" EXTRUDED POLYSTYRENE FOAM UNOER ENTIRE SLAB 6MIL POLYETHYLENE LAPPED TO VAPOR BARRIER IN WALL FLOOR SYSTEM (S~ZE AS 0 MAX. 8 FRAME 8 DRYWALL -0-0 8 CLEARANCE PER BLDR ) WINDOW OR DOOR BEYOND A DUCT .SOFFIT(BECE, ON V,EW) SCALE: ¥,/'=1'-0" ENERGY CONSERVATION DATA REScheck Software Version 4.0.1 Compliance Certificate Project Title: Reinertsen Report Date: 02/08/07 Data filename: 1:\#~3315~3315.mk Energy Code: Location: Construction Type: Heating Type: Glazing Ama Percentage: Heating Degree Days: New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 23% 5750 Construction Site: Peconic, NY Owne~Agent: Designer/Contractor: Ceiling 1: Cathedral Ceiling (no attic): Skylight 1: Wood Frame:Double Pane with Low-E: Skylight 2: Wood Frame:Double Pane with Low-E: Wall 1: Wood Frame, 16" o.c.: Window 1': Wood Frame:Double Pane with Low-E: Window 2: Wood Frame:Double Pane with Low-E: Window 3: Wood Freme:Dou~le Pane with Low-E: Door 1: Glass: Door 2: Glass: Door 3: Glass: Door 4: Solid: Basement Wall 1: Solid Concrete or Masonry: Wall height: 8.0' Depth below grade: 7.0' Insulation depth: 8.0' Floor 1: Slab-On-Grade:Heated: Insulation depth: 2.0' Furnace 1: Forced Hot Ain 81 AFUE 3255 66 4O 3535 37. 251 327 40 40 120 2O 1984 30.0 0.0 13.0~ 0,0 11.0 0.0 107 0.500 33 0.410 16 221 0.390 14 0.330 83 0.320 105 0.400 16 0.34O 14 0.330 40 0.180 4 125 248 10.0 190 The pmpceed building represented in this document is consistent with the building plans, specifications, and other calculations submitled with this permit application. The pmpoasd systems have been designed to meet the New York State Energy Conservation Construction · Code requirements. When a Registereql Design Professional has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and professional judgment, such plans or specifications am in compliance with this Code. Namle - Tlife Signature Date Reinertsen Page 1 of 5 HVAC RECOMMENDATIONS, ALTHOUGH DUCT SIZES, REGISTER LOCATIONS, AND HVAC SYSTEM DESIGN ARE THE SOLE RESPONSIBILITY OF THE HVAC CONTRACTOR. THE FOLLOWING RECOMMENDATIONS SHOULD HELP MAXIMIZE SYSTEM PERFORMANCE IN AN ACORN HOME. PLAN SYMBOLS [~ SUPPLY DUCT SUGGESTED LOCATION ~ RETURN DUCT SUGGESTED LOCATION DUCT SOFFIT OVER, MAXIMUM ROUGH OPENING DEPTH 8" SEE DETAIL "A" THIS PAGE. EQUIPMENT SIZING 1, MAXIMUM TEMPERATURE RISE THROUGH FURNACE: 28'F'. OR 400 CFM/TON, 2. SUPPLY REGISTER DISCHARGE VELOCITIES: 500 F"PM MAXIMUM. ,3. RETURN GRILLE AIR VELOCITIES: ~ FIlM MAXIMUM. REGISTER LOCATIONS 1. DISTRIBUTE SUPPLY REGISTERS AROUND THE PERIMETER TO NEUTRALIZE CONCENTRATED HEAT EOSSES OR GAINS AT LARGIE ~ AREAS 2, SOLARIUMS TYPICALLY REQUIRE ONE SUPPLY REQ$,r.~ PER BAY TO MAINTAIN ADEQUATE COMFORT. 5. RETURN GRILLES IN CATHEDRAL CEILING SPACES SHOULD RETURN AT LEAST OF THE AIR FROM THE HIGHEST POSSIBLE POINT. 4. SOLARIUMS WITH FLAT CEILINGS OVER SHOULD HAVE Hti~H RE-RJRN ORIIII-"'~ NEAR THEIR PEAK· 5, DO NOT USE RETURNS IN BATHROOMS OR KITCHENS. OPTIONAL AIR TO AIR HEAT EXCHANGER MAY BE USED. SEE MANUFACTURER'S SPECIFICATIONS FOR PROPER INSTALLATION. INSULATION OF DUCTS IN UNHEA p-D SPACES DUCTS IN UNHEATED ATTICS OR CANTILEVERS: 2 DUCTS IN GARAGES: R-19 5. UNDERGROUND DUCTS: AS PER ACORN DETAIL BOOK SECl~ON ACORN EMPYREAN ,NTERNA'~ON~L LLC. 930 MAIN STREET, MASS, ACORN® 01720 ,JOHN &: ANGELA REINERTSEN SUFFOLK COUNTY PECONIC, NY ENERGY DATA DATE: J 3/01/06 - CDH I 1/12/07 - RMH j 2/_20/._07 - RMH HOUSE JOB NO. 3315 PAGE NO. EL TOP OF WALL TO BE DETERMINED BY BUILDER SCREENED PORCH PAIIO SLAB OVER BY BUILDER/~N 8'-6W' 14' o" J MASONRY PATIO SLAB OVER BY BUILDER EL, (-) 4" TOP OF FOOTLNG (TYPICAL) EL (TYPICAL) F '7 UASONR¥ STOOP OVER BY BUILDER ~) OF WALL TO BE DETERMINEID BY BUILDER EL 8'-6V~" EL JO~ TOP OF 4" SLAB EL. ( ) 4" TOP OF FOOTING a'JD I/4" W D I/2" EL. TOP OF W~ 8'-3 8'-6W' (TYPICAL) 04'-o") / _L TO BE DETERMINED BY BUI MASONRY PAllO SLAB OVER BY BUILDER~> / / EL. (-) 4" TOP OF FOOTING I (TYPICAL) ~/ 4" GARAGE SLAB ~OPES. 2" TOWARD O.H. DO'RS (22'-0")'~. EL. 8'-6V4" 20'-0' 1- ·SEE GENERAL NOTE, DETAil PAGE 9A IttlS ~[T. ·I0~ FOUNDAllON WALL OR AS PER LOCAL BUILDING CODES. DBL 2X6 SIll TYPICAL (UNLESS NO1ED All SILLS TO BE PRESSURE TREA1ED & SUppUED IN12' & 16' STOCK LERG'~'IS. BUILDER TO USE SHORIEST IFNGTHS AVNLABLE <[~ BUILDER TO,COUNTERSiNK ANCHOR BOLTS IN THIS AREA· (SET TOP OF BOLT TO 3" MAX. ABOVE FOUNDAllON WALL) <~ BUILDER TO SUPPLY ALL MATERIALS, DETAILS. & LABOR AS REQUIRED PER OWNER. <~ FOUNDAllON BASH ~INDOWS "KEWANEE" AOV-14G (31x14-g/16) OR EQUIVALENT BY BUILDER. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. ~ ©COPYRIGHT BY EMPYREAN iNTERNAllONALLLC ! I ACORN = PY R EANmt'n R 'n° LLc DS0 MAIN STREET, ACTON, MASS. ACORN® 01720 (781) 259-§4-50 JOHN x. ANOELA REINERTSEN SUFFOLK COUNTY P£OONIC, NY FOUNDAllON PLAN 1/4.'-'1'-o" DATE: , / 'oZo7 - RUN 5/22/0? - RMH SHIPPING DATE: COUNTRY HOUSE BA~C m~ON FLOOR SYSTEM 2×6 SILL DBL, 2x6 SILL FULL NOMINAL DIMENSION MODULE LINE MODULE LINE ALL FOUNDATION ELEVAnON FIGURES ARE REFERENCE TO A ZERO ELEVATION PER PLANS, ZERO ELEVATION FOR A HOUSE HAVING A SLAB IS THE TOP SURFACE OF THE SLAB OF THE LOWEST FLOOR. FOOTING ELEVATION @ (-) 0-4 0 MEANS 4" BELOW TOP OF SLAB. ALL WOOD SILLS ARE SUPPLIED WITH THE HOUSE PACKAGE, UNLESS THE SLAB IS TO BE POURED BEFORE THE HOUSE ARRIVES, IN THAT CASE l~E PRESSURE TREATED 2×4 OR 2X6 SILLS MUST BE SUPPLIED BY THE BUILDER, ANCHOR BOLTS ARE TO BE SUPPLIED BY THE BUILDER, AND SET IN FOUDATION AT APPROX 6' O/C (OR AS REQUIRED BY LOCAL CODE) UNLESS OTHERWISE INSTRUCTED OUR DRAWINGS SHOW 10" FOUNDATION WALLS CENTERED ON 10"x20" FOOnNGS AT A DEPTH OF 4', THESE REPRESENTATIVE DIMENSIONS MAY HAVE TO BE MODIFIED FOR ANY SPECIFIC FOUNDATION, iN ORDER TO COMPLY WITH THE LOCAL BUILDING CODE I GENERAL A THE FOLLOWING NOTES APPLY TO ALL STRUCTURAL FEATURES UNLESS OTHERWISE SHOWN OR NOTED B DETAILS SHOWN ON THE "TYPICAL DETAILS" SHEET SHALL BE USED WHENEVER APPLICABLE, UNLESS OTHERWISE NOTE@ 2 REFERENCE TO OTHER DRAWINGS: A SEE DRAWINGS OTHER THAN STRUCTURAL FOR KIND OF FLOOR FINISH AND THEIR LOCATION, FOR DEPRESSIONS IN FLOOR SLABS, FOR OPENINGS IN WALLS AND FLOORS REOUIRED BY ARCHITECTURAL AND MECHANIC,AL FEATURES, FOR ROADWAY PAVINC, WALKS, RAMPS, STAIRS, CURBS, ETC, 8 HOLES AND OPENINGS THROUGH WALLS AND FLOORS FOR DUCTS, PIPING, AND VENTILATION SHALL BE CHECKED BY THE CONTRACTOR WHO SHALL VERIFY SIZES AND LOCAllON OF SUCH HOLES OR OPENINGS WITH THE PLUMBING SUB- CONTRACTORS B INTENT' IF CERTAIN EEATURES ARE NOT FULLY SHOWN OR CALLED FOR ON THE DRAWINGS OR SPECIFICATIONS, THEIR CONSTRUCTION SHALL BE OF THE SANE CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR CALLED FOR 4~ DISCREPANCIES THE CONTRACTOR SHALL USE STRUCTURAL DRAWINGS AND OTHER DRAWINGS FOR INDIVIDUAL ITEMS DISCREPANCIES UNCOVERED, IF ANY, SHALL BE REPORTED BEFORE PROCEEDING WITH THE WORK SO THAT PROPER ADJUSTMENT CAN BE MADE 5 BRACING AND SHORING IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBIMTY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, FORM WORK, ETC., AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THIS BUILDING 6 EXCAVATION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES iNCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREET AND UTILITIES IN ACCORDANCE WITH THE LOCAL BUILDING DEPARTMENT FOUNDATION EXCAVATIONS SHALL BE EXAMINED AND CERqFED BY THE GEOTECHNICAL ENGINEER OR HiS REPRESENTATIVE PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE 7 BACKFILL: BACKFILL AROUND ME EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS DO NOT PROCEED WITH BACKFILL UNTIL A MINIMUM OF 7 DAYS AF]~R THE COMPLE]~ON OF INTERIOR FLOOR SYSTEMS UNLESS WALLS ARE ADEQUATELY BRACED BACKFILL SHALL NOT BE PLACED UNTIL AFTER COMPLETION AND INSPECTION OF DAMP PROOFING 8~ DESIGN DATA: DESIGNED [N ACCORDANCE WITH NY STATE BUILDING CODE A. LIVE LOADS AREA UVE LOAD (PSF) DEAD LOAD (PSF) ROOF 40 15 LIVIND FLOOR 40 15 BEDROOM FLOOR 50 15 A~IC FLOOR 20 10 DECK 50 10 LATERAL LOADS, SEISMIC ZONE. , NA BASIC WIND SPEED .... 120 MPH SOIL - ASSUMED CLEAN, DRY AND UNDISTURBED W/ A SOIL BEARING CAPACITY OF 2000 PSF NOTE: IT IS THE BUILDERS RESPONSIBILITY TO VERIFY ACTUAL SOIL CONDITIONS W/ A LOCAL SOILS ENGINEER &TO NOTIFY ACORN STRUCTURES OF ANY VARIA~ONS 9. CONCRETL A BASIC FOR DESIGN: CONCRETE USE STRENGTH SLUMP ACC SIZE REMARKS FOOqNGS, 2500 PSi 3,411(+0R-) ~4" @ 28 DAYS GRADE BEAMS, 3000 PSI 3,4 (+OR) W' @ 28 DAYS WALLS & SLABS 3500 PSI 3 4"(+OR-) ~" @ 28 DAYS ALL CONCRETE SHALL BE HARDROCK AGGREGATE, REGULAR WEIGHT CONCRETE (150 POUNDS PER CUBIC FOOT) B DEBRID REMOVE ALL DEBRIS FROM THE FORMS BEFORE PLACEMENT OF CONCRETE C SEGREDA~ON OF AGGREGATES, CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEELS (AS IN WALLS AND PIERS) SO AS TO CAUSE SEGREGATION OF AGGREGATES USE HOPPERS, CHUTES OR TRUNKS OF VARWNG LENGTHS SO FHAT THE FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE FEET, AND A SUFFICIENT NUMBER SHALL BE USED TO INSURE THE CONCRETE BEING KEPT LEVEL AT ALL TIMES D INSERTS ALL ITEMS TO BE CAST IN CONCRETE SUCH AS REINFORCING DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. E PIPES: PIPES OTHER THAN ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT WHERE SPECIFICALLY APPROVED BY THE ENGINEER ~0 REINFORCING STEEL: (IF REQUIRED) BY SITE CONBRONS A USE ASTM A615 (GRADE AO) FOR ALL REINFORCEMENT, B ALL REINFORCEMENE SHALL BE CONqNUOUS, STAGGER SPLICES WHERE POSSIBLE LAPS PER TYPICAL DETAILS, UNLESS OTHERWISE NOTED C HOLD REINFORCEMENT IN iTS TRUE HORIZONTAL AND VERTICAL POSITION WITH DEUCES SUFFICIENTLY NUMEROUS TO PERMIT WALKING ON STEEL WITHOUT DISPLACEMENT 11 MINIMUM CONCRETE PROTEC~ON FOR REINFORCEMENT FOOTING ............ 3" WALLS .............2" AT FACE AGAINST SOILS WALLS 1~" AT EXTERIOR PACE ABOVE GRADE WALLS. . 1' AT INTERIOR FACE ABOVE GRADE BEAMS .... 1~" CLEAR TO TIES COLUMNS , 3" TO FACE AGAINST GROUND CLEAR TO BLS COLUMNS . , , 1~" CLEAR TO TIES ,/ LG MODULE LINE ~" DIA x ~2" HOG ANCHOR BOLTS TO BE INSTALLED AT 4'-0" O/C MAX, 1" FROM EACH CORNER, NO LESS THEN 2 BOLTS PER SILL GRADE DAMPROOFINC ~ LL WALL PANEL AS PER PLANS 2x4 SHOE SINGLE P.T. 2x10 SILL -- SiLL SEALER FLOOR SYSTEM AS PER PLANS 10" FOUNDATION PER PLANS 0o 0 0 0 0 (2) REB R h RIZONT L 4" CONCRETE SLAB --3" MIN. SAND OR GBAVEiL CRUSHED STONE FILTER FABRIC / / 4" DRAINPIPE -- * FOUNDATION DRAINAGE DEPENDING ON LOCAL SOIL CONDITIONS POLYEI~ELENE VAPOR BARRIER 1" EXTRUDED POLYSTYRENE FOAM UNDER ENTIRE SLAB FOOTING ON UNDISTURBED SOIL x20" FTC - 10" ~NDN SINGLE I.ALLY COLUMN LALLY COLUMN W/ LALLY BASE PLATE ATTACHED IN FIELD g OF FOOTING LOCATION AS PER FOUNDA~ON PLAN CONCRETE SLAB ( )FOUNDATION INTERIOR /~EL TOP OF FTC, AS PER PLANS -- iNTERiOR FOOTING g OF FOOTING LOCATION AS PER FOUNDATION PLAN FOOTING 4" CONCRETE 3" MIN SAND OR ORAVEL F L BOLTS TO BE INSTALLE~ AT 4' O" O/C MAX, 1' :ROM EACH CORNER NO LESS THAN 2 BOLTS PER SILL ;L '~ ~- AS PER PLANS DBL 2x6 P,T. SILL SILL SEALER T~P & BOTTOM OF tIIAU. ~ 10" FNON WALL AS PER PLANS FLOOR SYSTEM/GARAGE .. 1"=1 '-0" ~" DIA X 12" GALV ANCHOR BOLTS TO BE INSTALLED AT 4'-0" O/C MAX. 1' FROM EACH CORNER. NO LESS THAN 2 BOLTS PER SILL~ GRADE DAMPROORNG MODULE UNE WALL PANEL AS PER PLANS PT SILL AS PER PLANS CONCRETE SLAB Z 0 o °o00 0 3" M~N. SAND OR GRAVEL FILL [2) F I *L 10" FOUN~ARON PER PLANS FOOTING ON UNDISTURBED SOIL 10"x20" FTG - 10" FNDN FINISH PROVIDED BY BLDR 4" CONC. J GRADE- RLTER FABRIC 4" DRAINPIPE -- * FOUNDAllON DRAINAGE DEPENDING ON LOCAL SOIL CONDI~ONS MODULE LINE ~" DIA. x 12" HDC, BOLTS TO BE INSTALLED AT ¢'-0" O/C MAX,, 1" FROM EACH CORNER, NO LESS THEN 2 BOLTS PER SILL 8" FOUNDATION WALL FILTER CRUSHED STONE - 8"X16" FTG ON oo o o o o oO°0 ~ UNDISTURBED SOIL oo O0 o 0 0 oo © · O0 FTG ON UNDISTURBED SOIL 4" DRAIN PIPE 10"x20" FTG - 10" FNDNA * FNDN DRAINAGE DEPENDING ~~ LOCAL SOIL CONDI~ONS WALL PANEL AS PER PLANS S 0E SINGLE P.T 2xlO SILL II -- SILL SEALER --FLOOR SYSTEM AS PER PLANS --(2) #5 REBAR TOP AND BOTTOM OF WALL 10" CONC, FOUNDATION WALL AS PER PLANS A CONCRETE SLAB MIN. SAND OR GRAVEL FILL MIL POLYETHYLENE VAPOR BARRIER --I" EXTRUDED POLYSTYRENE FOAM UNDER ENTIRE SLAB FINISH MATERIAL PRO~DED BY BLDR 4" CONG. MODULE~LINE ~" DiA. x 12" HOG, ANCHOR \ BOLTS TO BE INSTALLED AT 4'-0" O/C MAX., 1" FROM EACH CORNER, NO LESS THEN 2 BOLTS PER SILL ~WALL PANEL 11 AS PER PLANS II I DBL. 2x6 P.T. 'Si~ IL FOUNDATION WALL CRUSHED STONE- 4* DRAIN * FNDN DRAINAGE DEPENDING ON LOCAL SOiL CONDITIONS 0 0 O0 0 0 o 000 MASONRY ENTRY FTC ON UNDISTURBED SOIL FTG ON UNDISTURBED 10"x20" FTG - 10" #5 REBAR TOP AND BOTTOM OF WALL FOUNDATION WALL AS PER PLANS :ONCRETE SLAB SAND OR GRAVEL FILL ~ · MIL POLYETHYLENE BARRIER FOAM UNDER ENRRE SLAB BM WALL: 6~" ..Fg OF POCKET, LOCA~ON AS PER OUNDATION PLAN ~FOUNDATION WALL AS PER PLANS FOR 3W' BM GARAGE DOOR PANEL BEYOND DBL 2x6 SILL P.T. APRON & DRIVEWAY BY OTHERS CONCRETE SLAB MIN SAND OR GRAVEL 6 MIL POLYETHELENE VAPOR BARRIER F' GARAGE SLAB OH. DOOR OPENING ~ ©COPYR GHT BYEMPYREAN NT~RNATIONAL LLC ACORN EMPYREAN INERNATIONAL, LLC, 930 MAIN STREET, ACTON, MASS. ACORN® 01720 (781) 259-9450 JOHN & ANGEI REINERTSEN SUFFOLK COUNTY PECONIC, NY FOUNDA ON DETAILS 1"=1'-0" (OR AS NOTED) DATE: 3/20/07 RMH 5/22/07 - RMH SHIPPING DATE: COUNTRY HOUSE JOB NO. PAGE NO. # 33 5 2X__ PANEL SHOE DBL 2X6 P,T, SILL "USP" %" STB20 ANCHOR BOLT SUPPLIED BY BUILDER jDBL STUD IN WALL PANEL "UPS" PHD2 HOLDOOiN PLIED Bi BUILDER II II CONCRETE FOUNDATION WALL ANCHOR BOLT @ GARAGE SCALE: 1"=f-O" DBL STUD IN WALL PANEL 2X PANEL SHOE 2X__ BLOCKING SINGLE P.T. 2x10 SILL~...~ CONCRETE FOUNDATION WALL "USP" ~" STB20 ANCHOR BOLT SUPPLIED BY BUILDER PHD2 HOLDOOWN SUPPLIED BY BUILDER TAG PLY SUBFLOOR BOLT AT TOP CHORD FLOOR SYSTEM SCALE. l"=l'-O" 6'-11 1/8# 8'-H 1/8" PHD2 HOLDOWNS w/~" s]~2o ANCHOR BOLT HF8x12 ~S "NARDY FRAME" (MANUFACTURED SHEAR WALL)(~ HF8x12 ~S "HARDY (MANUFACIURED I SHEAR WALL)~) Z ~--PHD2 HOLDOWNS W/ ¥8" STB20 ANCHOR BOLT. HOLDOWNS W/ ~" STR20 ANCHOR BOLT, U 28'-2 7/8" U 7'-6 HOLpOWNS w/~" sm2o 7 9/16" I I ]¢-3 ~-~--'PHD2 HOLDOWNS W/ ~" STB20 · 2'-9 3/8' "'-PHD2 W/ ~" STB20 ANCHOR 3'-4 5/8" PHD2 HOLDOWNS w/~" sm2o ANCHOR F1 PHD2 HOLDOWN W/ ~" STB20 ANCHOR U PHD2 HOLDOWNS W/ ~" STB20 ANCHOR 16'-2 7/8" 't /8' "SET "USP" STB ANCHOR BOLTS (BY 8LDR) 1~4" MIN. IN FROM EXT. FACE OF FOUNDATION WALL, UNLESS NOTED OTHERWISE, · FOR ANCHORAGE OTHER THAN BRACED WALLS: ~" DIA ANCHOR BOLTS (BY BLDR) TO BE INSTALLED AT ~'-0" O/C MAX. 1' FROM EACH CORNER. NO LESS 'THAN 2 BOLTS PER SILL. SET ANCHOR BOLTS 2~" MIN. IN'FROM EXT. FACE OF FOUNDATION WALL, UNLESS NOTED OTHERWISE. (~) ~" STB20 ANCHOR BOLT, W/ 12~-~" MIN. EMBEDMENT, SEE DETAIL "A~B" THIS PAGE. (~) "HARDY FRAME" (MANUFACTURED SHEAR WALL) - BLDR TO LOCATE 7~" DIA. ANCHOR BOLTS W/ TEMPLATE PROVIDED & INSTALL PER MANUFATURES SPECIBCA1]ON~ ! I ACORN~"~R~F-AN'N~a~ia~L,LLc. g30 MAIN STREW, ACTON, ~S. ACORN ~ 01720 (781) 25B-9450 JOHN & ANG~ REINER~EN ~0~ COUN~ PECONIC, NY ANCHm BOLT H~O~ LOOA~ P~N 3/20Z07 R~H 3/22/07 ~ RMH OOUNTRY HOUSE, MASONRY PADO SLAB OVER BY BUILDER ~ALLY COL 10' SCREENED PORCH PATIO SLAB OVER BY BUILDER ~_2x3 FURRING W/ P T. 2x4 SHOE (SEE K1) Il LALLY COL I J II ii,~ II OBL LALLY COL ~ 10' UNFINISHED COL ~ LALLY COL MASONRY STOOP OVER BY BUILDER MASONRY PAtiO SLAB OVER BY BUILDER <) II J ~_ALLY COLS~~~ m ~I_ALLY COL I~ ~o' 16'-0' J~ALLY COL® II e~o' II ......... II I I D~RECT VENT I I GAS FURNACE II -DOOR FRAMING & DRYWALL SHIMS SEE DETAIL HOOK PAGES L1-L6 -WINDOW & DOOR: SEE DETAIL BOOK PACES L10-L29 -SOLARIUM: SEE DETAIL BOOK PACES L30-L,~9 -COMPONENTS; SEE DETAIL BOOK PACES [¢0-L59 THE LAMINATED BEAMS USED IN THIS HOUSE ARE T~ICA~Y ~" ~DE. ACORN RECOMBENDS THESE BEAMS ONLY BE EXPOSED IN AREAS ~ERE ~ERE IS Ng PAR~TION UNDER ~E BEAM. IN AREAS ~ERE A PAR~TION IS UNDER ~E BEAM SHIM THE BEAMS ~TH ~/16" X ~" X 8' PLY SHIMS PRODDED. SEE DETAILS "1/L6 ~ 2/L6" IN ~E DETAIL BOOK FOR SHIM LOCA~ONS. ~-- ~ ~ SMOKE DE~GTORS SHA~ BE INSTAl I FD OUTSIDE EACH ~ARA~, S~EP~NG AREA IN ~E IMMEDIA~ ~CINI~ OF BEDR~S A~D ON EACH STORY OF ~E D~NG INCLUDING BASEMENTS. A~ DE~CTORS SHA~ BE CONNEC~D' TO A S~NDING DE~CE ~ O~ER DE~CT~S TO PRO, DE AN ALARM AUDIB~ mN A~ S~INO AREAS. A~ DE~CTORS SHA~ BE APPRO~D AND LIS~D AND ~A~ BE INSTA~D ACCORDANCE ~ MANUFAC~RER'S INS~UC~S ~ STA~ BUILDING C~E] ~ FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO G~SUM BO. WALL FINISH. (SEE RISER: 7~" A ~EAD: 10" ~ FOUNDA~ON SASH ~NDO~ "KEWANEE" AOV-14G (31x]4-9/16) OR EQUIVALENT BY BUILDER. BUILDER TO SUPPLY ALL MAERIALS, DETAILS, A LABOR, AS PER O~ER '~<u~~u ~¢OR~ 01720 {781} 250-~450 JOHN · ANGELA REINER~EN SU~O~ COUN~ PECtiC, NY LO~R ~L P~N 2L~oZq7 RMH 2/22~07 RMH COHNTRY HOUSE 3315 3-OL iO PATIO ® ~INE OF ROOF OVERHANG SCREEN PORCH ®O IIm II~ II II II LIVING JDIRECT VENT GAS J A A (NON-S IRUC RJRAL) TO/FO II TG/296§ I JJ TG/2965 II TO/FO I FAMILY MICRO & OVEN BE[OW COUNTER KITCHEN 'PANTRY® 2-8L F ~RE~AI~FASTI DESK/SHEL~NG ~ II II II PATIO ~[NE OF ROOF OVERHANG FG/3-OL FG/FG/352]A -- o~ '"'.~ {OOM o~ % MA.~ BATH ~ =~°~ 0 II I I 2-6L l ~o" WlC ~ m 2-8R WALL J ~:GARAGE VERANDA ,, ~ WORK AREA 3-OL =l o I =~ I ~ I 2929A I BUILDER TO APPLY -~" TO WALLS & CLC COMMON TO HOUS ,' ~INE OF ROOF OVERHANG 4" GARAGE SLAB SLOPES 2" TOWARD O.H. DOOt~S I I I -DOOR FRAMING & DRYWALL SHIMS SEE DETAIL BOOK PAGES L1-L6 -WINDOW & DOOR: SEE DETAIL BOOK PAGES.LlO-L29. -SOLARIUM: SEE DETAIL BOOK PAGES LSO-L39' -COMPONENTS: SEE DETAIL BOOK PAGES L40-L59 THE LAMINATED BEAMS USED IN THIS HOUSE ARE TYPICALLY 3W' WIDE. ACORN RECOMMENDS THESE BEAMS ONLY BE EXPOSED IN AREAS WHERE THERE IS NO PARTITION UNDER THE BEAM. iN AREAS WHERE A PARTITION IS UNDER THE BEAM SHIM THE BEAMS WITH $/16" X 3W' X 8' PLY SHIMS PROVIDED. SEE DETAILS "1/L6 & 2/L6" IN THE DETAIL BOOK FOR SHIM LOCATIONS. '~-~HVAC SOFFIT OVER. ACORN TO SUPPLY LOOSE ~- ~-2x3'S. BUILDER TO FRAME SOFFIT AS REQUIRED. SEE DETAIL ON ENERGY DATA PAGE ~'~I{E ~ SMOKE DETECTORS BE INSTALLED ~HAII OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS AND ON EACH STORY OF ~HE DWELLING INCLUDING BASEMENTS. ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DE~CE OR OTHER DE"rECTORS TO PROVlDE AN ALARM AUDIBLE IN ALL SLEEPING AREAS, ALL DE~CTORS SHALL BE APPROVED AND USTED AND SHALL BE INSTALLED IN ACCORDANCE ~ITH MANOFACTHRER'S INSTRUOl]ORS [l~/STATE BUILDING ,CODE] <9 BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE LOCATIONS, AND RELATED PARTITIONS. (~ MASONRY STOOP & STEPS TO GRADE BY BUILDER. BUILDER TO SUPPLY ALL UATERIALS, DETAILS, & LABOR, AS PER OWNER. (~ PREFABRICATED FIREPLACE AND HEARTH BY BUILDER AS PER OWNER. BUILDER TO INSTALL PER MANUFACTURERS iNSTRUCTIONS AND LOCAL CODES. <9 PATIO & SCREENED PORCH SLAB W/ STEPS TO ORADE BY BUILDER. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. ~) STEPS TO GARAGE AS REQUIRED BY BUILDER ~) 16" WIRE SHELF OVER. ~) FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO GYPSUM BD. WALL FINISH. (SEE bi3) RISER= 7~" & TREAD= 10" ~) HANDRAIL HEIGHT WALL. (SEE M4) (g~CENTENNIAL DEUI STAIR RAIL (SEE M7) (~) LOOSE DOOR #____ SUPPLIED. PEACHmEE STEEL DOOR W/ STEEL JAMBS AND A SPRING HINGE - 90 MIN RATING ~) BUILT-IN SHELVING AMD/OR DESK BY BUILDER. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER. ~) FOR SOLARIUM INSTALLATION SEE SECTION "R" tN THE DETAIL BOOK (~) TILE SHOWER W/BENCH BY BUILDER. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER. (~ DOWN VENT STOVE AS REQUIRED. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER. ~) BUILDER TO INSTALL SCREENING & SCREEN TRIM, AFTER APPLICATION OF SIDING AND REGULAR TRIM. SEE DETAIL BOOK PAGE "D/14" FOR SCREEN INSTALLATION. ~) LANDING & STEPS TO GRADE AS REOUIREO. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. ~) ACORN TO SUPPLY DOUBLE DOOR UNIT PREHUNO IN ONE PIECE FRAME WITH SLAB UNDRILLED, LOOSE TRIM AND DUMMY KNOBS. BRIGHT STEEL BULLET CATCH STRIKE PLATE PROVIDED BY ACORN. ALL OTHER MATERIALS, DETAILS, & LABOR BY BUILDER ~EXACT TUB AND PLATFORM SIZE PER OWNER. ALL DETAILS, MATERIALS, AND LABOR BY BUILDER. BUILDER TO PROVIDE ACCESS TO MECHANICALS IF WHIRLPOOL TYPE TUB IS INDICATED ON SPECIFICATIONS. W1NDOW SILL P.O. 2'-4~" HGT. ABOVE SUBFLOOR. ~) VENT FOR FURNACE BY BUILDER. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER. ~ ACORN TO SUPPLY EXTRA INTERIOR PARqTION STOCK. BLDR TO FRAME CLG. TO MATCH SLOPE IN THIS AREA AS REQ'D. 1~ ©COPYRIGHT BY EMPYRF-~N llfERNATIOI~,LLD. ~ ACORNEMPYREAN ~TION~L, LLC. ~ 930 MAIN STREET, ACTON, MASS. ACORN® 01720 /781) 259-9450 JOHN & ANGELA REINERTSEN SUFFOLK COUNTY PECONIC, NY ENTRY LEVEL PLAN 1/4"=1'-0' DATE: 5/.01/.06 _~ CDH 1/.12/97 RMH 2/._20/._07 RMH 2722/07 - RMH BHIPPINO DA~: COUNTRY HOUSE JOB NO. PAGE NO, # 3315 c, il BEDROOM #2iI I ~-DBL 2,4 LIBBTED BT'~I 2-8L F FS I 304 iQ OF'EN BM O~R IN FLOOR OPEN i~-< SITTING TB/3541 OFFICE OPEN BM w/I BENCH BEDR(~OM #3 +% 2-6R 2-8R II @ 6-0 DBL ®BATH OF FLAT CLB OVER I® II II ~BY-B)/ IN RO~ 0 2-OL OPEN 2929A w/ CANT-STRIP OVER x~ im --~ I ~ 2929A LOFT -DOOR FRAMING & DRYWALL SHIMS SEE DETAIL HOOK PAGES L1-L6 -WINDOW & DOOR: SEE.DETAIL BOOK PAGES LIO-L29 -SOLARIUM: SEE DETAIL HOOK PAGES L30-L39 -COMPONENTS: SEE DETAIL HOOK PAGES L40-L59 THE LAMINATED BEAMS USED IN THIS HOUSE ARE [YPICALLY 5~" W1DE. ACORN RECOMMENDS THESE BEAMS ONLY BE EXPOSED IN AREAS WHERE THERE IS NO PAR~TION UNDER THE BEAM. IN AREAS WHERE A PARTITION IS UNDER THE BEAM SHIM THE BEAMS W~TH 3/16" X 3~" X 8' PLY SHIMS PROVIDED. SEE DETAILS "1/L6 & 2/L6" IN THE DETAIL HOOK FOR SHIM LOCA~ONS. ~:~><~'HVAC SOFFIT OVER, ACORN TO SUPPLY LOOSE --~: ..... ~2x3 S. BUILDER TO FRAME SOFFIT AS REQUIRED, SEE DETAIL ON ENERGY DATA PAGE ~)-- ~ ~ SMOKE DETECTORS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPINB AREA IN THE IMMEDIATE VIONITY OF BEDROOMS AND ON EACH STORY OF ll~E DI~ELLING INCLUDING BASEMENTS, ALL DETECTORS SHALL BE CONNECTED TO A SOUNDING DE~CE OR OlltER DETECTORS TO PROV1DE AN ALARM AUDIBLE IN ALL SLEEPING AREAS, ALL DETECTORS SHALL BE APPROVED AND USED AND SHALE BE INSTALLED IN ACCORDANCE ~llH MANUFACllJRER'S INSTRUCTIONS [NY STATE BUILDING CODE] ~ BUILDER TO REFER TO DETAILED CABINET DRAWINGS FOR FINAL KITCHEN & BATH LAYOUT, APPLIANCE & FIXTURE LOCATIONS, AND RELATED PARTITIONS. BENCH W/ BUILT-IN SHELVING BY BUILDER. BUILDER TO ~ SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REOUIRED PER OWNER. ~ ACCESS PANEL (SEE LB) ~CENTENNIAL DEMI BALCONY RAIL (SEE M5) ~CENTENNIAL DEMI STAIR RAIL (SEE M7) ~ LOFT LADDER TO LOFT ABOVE ~) FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO CYPSUM BD. WALL FINISH. (SEE M3) RISER= 7~" & TREAD= lO" ~ TUB AND PLATFORM SIZE PER OWNER. ALL DETAILS, MAFEBIALS, AND LABOR-BY BUILDER. BUILDER TO PROVIDE ACCESS TO MECHANICALS IF WHIRLPOOL TYPE TUB tS INDICATED ON SPECIFICATIONS, ~ OAK CAPPED WALL (SEE L46) ~ HANDRAIL HEIGHT WALL. (SEE M4) ~ SKYLIGHT SHAFT: LOCAllON PER OWNER. DETAILS, MATERIALS, AND LABOR BY BLDR. ~ ACORN TO SUPPLY DOUBLE DOOR UNIT PREHUNG iN ONE PIECE F,RAME WITH SLAB UNDRILLED, LOOSE TRIM AND DUMMY KNOBS. BRIGHT STEEL BULLET CATCH STRIKE PLATE PROVIDED BY ACORN. ALL OTHER MATERIALS, DETAILS, & LABOR BY BUILDER ,~ ATTIC ACCESS: LOCATION PER OWNER. DETAILS, MATERIALS, AND LABOR BY BLDR AS PER LOCAL CODES. (MINIMUM 22"x,]0") COPYRIGHT BYEMPYREAN INTERNATIONAL, L.LC. 930 MAIN STRE~', ACION, MASS. ACORN® 01720 (781) 259-9450 JOHN & ANGELA REINERTSEN SUFFOLK COUNTY PECONIC, NY UPPER LEVEL PLAN 1/4'=1'-0' 3/01/.06 - CDR 1/12/07 RMH 2/.20/97 - RMH 2/22/07 RMH COUNTRY HOUSE # 3315 z_. I I EAST ELEVATION (FACES ARROWHEAD LANE) UPPER LEVEL ENTRY LEVEL LOWER LEVEL NOIE: NO'I~: THE BUILDER IS TO PROVIDE (STORED ON SITE) WOOD STRUCTURAL PANELSLABELED & PRE-CUT , TO FIT. OVER ALL GLAZED OPENINGS. PANELS TO HAVE A MIN. THICKNESS OF 7/16"& A MAX. SPAN OF 8'. ATTACHMENTS SHOULD BE PRODDED IN ACCORDANCE WITH TABLE R301.2,1.2 OF THE BUILDING CODE OF NEW YORK STATE, REMOVABLE HURRICANE PANEL HARDWARE BY BLDR. 7A6" WOOD PANELS FASTENED W/ 2W' #8 SCREWS @ 12" O/C. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. SHEAR WALLS: 1OD NAILS '~" O/C EDGE & 12" O/C FIELD SPACING - BLOCK EDGES OF SHEATHING. LAP SHEATHING FROM ENTRY LEVEL PANELS DOWN FULL ONTO SILLS, NAIL PLY LAPS TO RIM JOIST & SILLS W/ 1OD NAILS @ 6" O.C. LAP ST-12 STRAP @ 32" O/C UP FROM ,ENTRY LEVEL PANELS & DOWN FROM UPPER LEVEL PANELS TO MID POINT OF UPPER LEVEL RIM ST-12 @ ,$2" O.C. W/lO 16D NAI 2X12 HDR PER PLANS~ SHEATHING FILLER 0 0-11 1~- X WALL PANEL ST-12 @ 32" OC. W/lO 16D NAILS (CONT.). WALL PANEL RT-7 RAFTER CLIPS @ ALL RAFTERS ROOF SHEATHING EDGE ZONE NAILING 6" O/C EDGE & FIELD UPPER LEVEL ]NTRY LEVEL UPPER LEVEL ENTRY LEVEL LOWER LEVEL SOUTH ELEVATION (FACES POOL) Q = WINDOW WIIH MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FT (24"Hx20"W MIN:) t~ -- WINDOW WITH TEMPERED GLASS NOTE: PELLA CLAD WINDOWS & DOORS ARE CAULKED IN PANELS. SEE PAGE "SD" IN THE DETAIL BOOK FOR TYVEK APPLICATION AROUND CLAD ~INDOWS ~ DOORS. BLDR. TO APPLY MEMBRANE TAPE AS SHOWN. TAPE IS SUPPLIED IN 9", 6" ~ 4" WIDE ROLLS. g" IS FOR PERIMETER 6" & 4" IS FOR MULLION BE~NEEN WINDOWS & DOORS. 5/4x3~ CEDAR TRIM ~ HEAD & SIDES I$tSXSV~ CEDAR SILL 0 BOTTOM. TRIM IS NOTCHED TO LAY FLAT AGAINST WINDOW FLANGE. (~MASONRY STOOP & STEPS TO GRADE BY BUILDER. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. ~)CULTURED STONE VENEER PIER W/ TAPERED SQUARE COLUMNS OVER ~BUILDER TO INSTALL SCREENING & SCREEN TRIM, AFTER APPLICATION OF SIDING AND REGULAR I~IM. SEE DETAIL BOOK PAGE "D/M" FOR SCREEN INSTALLATION (~ FOR SOLARIUM iNSTALLATiON SEE SECTION "R" IN THE DETAIL BOOK ~ LOW PITCH ROOF. BUILDER TO APPLY ICE & WATER SHIELD TO ENTIRE SURFACE AS REQUIRED. <~ SHINGLE SIDING IN THIS AREA <~CULTURED STONE VENEER IN THIS LOCATION. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REOUIRED <~ACORN TO SUPPLY WALL PANEL WI1H ROUGH OPENING. BUILDER TO INSTALL 6' FRENCH DOOR. <j~ LANDING & STEPS TO GRADE AS REOUIRED. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. ~ACORN TO SUPPLY WALL PANEL WITH ROUGH OPENING. BUILDER TO INSTALL DBL ENTRY DOOR, FLUSH BOLT T-ASTRIGAL SUPPLIED BY ADORN, <~ FOUNDATION SASH WINDOWS "KEWANEE" AOV-14C (31xM-9/16) OR EQUIVALENT DY BUILDER. BUILDER TO SUPPLY ALL MATERIALS. DETAILS, & LABOR. AS PER OWNER. ACORN [~$Y~R~E~ ,~TI0~.L.L.D. ® 9so MA~N STREEt, ACTON, MASS. ACORN 01720 /781) 259-94,50 JOHN & AN(~%A REINERT~EN SUFFOU( COUNTY PEOONIO. NY EAST &' SOUTH [LEVA~ON$ 2L20ZO_7 RMH 2Y22~07 RMH COUNTRY HOUSE # 3315 5 VS-§01 5/4xlO TRIM DOOR BY BUILDER WEST ELEVATION UPPER LEVEL ENTRY LEVEL UPPER LEVEL ENTRY LEVEL 12" I MASONRY PORCH & STEPS TO GRADE BY BUILDER NO1F_: NOTE: THE BUILDER IS TO PROVIDE (STORED ON SITE) WOOD STRUCTURAL PANELS LABELED & PRE-CUT TO FIT,OVER ALL GLAZED OPENINGS. PANELS TO HAVE A MIN. THICKNESS OF 7/16"& A MAX. SPAN OF 8'. ATTACHMENTS SHOULD BE PROVIDED IN ACCORDANCE WiTH TABLE' R301,2,1.2 OF THE BUILDING CODE OF NEW YORK STATE, REMOVABLE HURRICANE PANEL HARDWARE BY , B.LDR. 7A6" WOOD PANELS FASTENED W/ 2Y:" //8 SCREWS @ 12" O/C. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR, AS PER OWNER. SHEAR WALLS: IOD NAILS 4" O/C EDGE & 12" O/C FIELD SPACING - BLOCK EDGES OF SHEATHING LAP SHEATHING FROM ENTRY LEVEL PANELS DOWN FULL ONTO SILLS. NAIL PLY LAPS TO RIM JOIST & SILLS W/ 1OD NAILS @ 6" O.C. LAP ST-12 STRAP @ 52" O/C UP FROM ENTRY LEVEL PANELS & DOWN FROM UPPER LEVEL PANEL~ TO MID POINT OF UPPER LEVEL RIM ST-12 @ 32" O.C. W/lO 16D 2X12 NDR PER,PLANS~ SHEAT41NG FILLER 0-11-14 X 8'% - WALL PANEL MAX. ST-12 @ 32" O.C. W/lO 16D (CONT,) WALL PANEL RT-7 RAFTER CLIPS @ ALL RAFTERS ROOF SHEATHrNG EDGE ZONE NAILING 6" O/C EDGE & FIELD WINDOW WITH MINIMUM NET CLEAR OPENING OF 5.7 SOUARE FT (24"Hx20"W MIN.) WINDOW W~TH TEMPERED GLASS NO~E: PELLA CLAD WINDOWS & DOORS ARE CAULKED IN PANELS. SEE PAGE "SB" IN THE DETAIL BOOK FOR TYVEK APPUCAllON AROUND CLAD ~NDOWS & DOORS, BLDR, TO APPLY MEMBRANE TAPE AS SHOWN, TAPE IS SUPPLIED IN 9", 6" & 4" WIDE ROLLS. 9" IS FOR PERIMETER 6" & 4" IS FOR MULLION BET~A~[EN WINDOWS & DOORS, ~ ~NDOW/~OR 1RB/: 5/4x3~ CEDAR TRIM @ HEAD & SIDES r~tcx.]V~, CEDAR SILL @ BOTTOM. TRIM IS NOTCHED TO LAY FLAT AGAINST WINDOW FLANGE. CULTURED STONE VENEER IN THIS LOCATION BUILDER (~> TO SUPPLY ALL MATERIALS, DETAILS, & LABi)R AS REQUIRED ~ACORN TO SUPPLY WALL PANEL WITH ROUGH OPENING. BUILDER TO INSTALL 6' FRENCH DOOR. ~BUILDER TO INSTALL SCREENING & SCREEN TRIM, AFTER APPLICAllON OF SIDING AND REGULAR TRIM. SEE DETAIL BOOK PAGE "D/15" FOR SCREEN & RAIL INSTALLAllON SHINGLE SIDING tN THIS AREA LOW PITCH ROOF, BUILDER TO APPLY ICE & WATER SHIELD TO ENTIRE SURFACE AS REQUIRED. FOUNDATION SASH WINDOWS "KEWANEE" AOV-140 (31x14--§/16) OR EQUIVALENT BY BUILDER. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & ~LABOR, AS PER OWNER, VENT FOR FURNACE BY BUILDER. BUILDER TO SUPPLY ALL MATERIALS, DETAILS, & LABOR AS REQUIRED PER OWNER. LLC, ACORN 9~0 MAIN STREET, ACTON, MASS. ACORN® 01720 I781/ 259-9450 JOHN & ANGELA REINERTSEN SUFFOLK COUNTY PECONIC, NY WEST & NORTH ELEVATIONS I/4"-1'-0' DATE: 3/01/.06 - CDH NORTH ELEVATION J 2/_20/07 - RIdH SHIPPINg [~ATE: COUNTRY JOB NO. HOUSE # 3315 PAGE NO, 6 PATIO SGL SOL P T SILL P T. SILL BLDR. TO SCAB RAFTERS w/ (ONE SIDE ONLY) W/ BEAM-CAP 46' O' UVING DEMI RAIL (SEE M7) FLOOR TRUSSES @ 19 2" O/C SITTING BED ~3 CL BATH BU $6'-0" ENTRY -DUCT SOFFIT HALL 2x3 FURRING / P,T. 2x4 SHOE CLOSED UNFINISHED BM -DUCT SOFFIT MUD/LAUNDRY P,f, SILL BED t~4 /5x24 BU (OPtiONAL ~4x54 5x13Fz GARAGE BUILDER TO APPLY CYPSUM BD AS PER LOCAL CODE. ¢" GARAGE SLAB SLOPES 2" TOWARD O.H. DOORS 4" SLAB SECTION A-A SLAB lY-8 15/16" 8'-3 1/16" ~ 12'-0" 2xl2 RAFTERS @ 24" 0 OBL 2x4 LIGHTED 72" O/C lY-8 1/2" - 3~X10V2 BM W/ R~DGE CAP 12" 8-7/8" w% p OyD 5~XlOY2 BM W/ CANT /J[I ~ 2X10'S @ 24" O/C w/ ¥," PLY BED f2 IBATH OFFICE 2x12 RAFTERS 0 24" O/C 14' 0" IN ROOF 10'-0" 2x12 RAFTERS 0 24" O/C FLOOR FLOOR 16' O/C 3~X13Y2 BM 3V~X13V2 dgY2 BM ~ ~DUCT SOFFIT DBL 2x4 LIGHTED C T.'S OVER 0 72" O/C UVING KITCHEN BREAKFAST MASTER BED BATH FLOOR TRUSSES @ 19.2" O/C UNFINISHED FLOOR TRUSSES @ BM 2×3 FURRING 2x4 SHOE SECTION B-B 2xl0 P.T. SILL 2xlO RAFTERS · 2A" O/C SCREENED PORCH P,T. SILL 10'-0" 2X12 @ 24" O/C DBL 2X4 LIGHT~,D COLLAR TIES @ ,~8' o/c ~ ' DBL 2X12 RAFTERS @ EACH COLLAR ~E FAMILY _, FLOOR TRUSSES UNFINISHED 2x3 FURRING % W/ P.T 2x4 SHOE (SEE K1) SECTION C-C NO'IE: SHEAR WALLS: 1OD NAILS 4" O/C EDGE & 12" O/C FIELD SPACING - BLOCK EDGES OF SHEATHING LAP SHEATHING FROM ENTRY LEVEL PANELS DOWN FULL ONTO SILLS. NAIL PLY LAPS TO RIM JOIST & SILLS W/ lOB NArLS @ 6" 0.6. LAP ST-12 STRAP @ 32" O~C UP FROM ENTRY LEVEL PANELS & DOWN FROM UPPER LEVEL PANELS~ TO MID POINT OF UPPER LEVEL RIM ST-12 @ 32j' O.C W/lO 16D 2X12 HDR PER PLANS~ SHEA~INGFILLER WALL PANEL LEVEL TRUSSES MAX, (CONT.) ST-12 @ 32" OC W/lO 16D WALL PANEL PT-7 RAFTER CLIPS @ ALL RAFTE, RS ROOF SHEATHING EDGE ZONE NAILING 6" O/C EDGE & FIELD FLOOR AND FRAMING LUMBER GRADE: JOISTS AND HEADERS OF FLOOR FRAMING AND RAFTERS OF ROOF FRAMING SHALL BE HEM-FIR NO. 2 OR BETTER W/ A MINIMUM Fb OF 850 PSI AND E OF 1,300,000 PSI (OR EQUIVALENT) 3~" LAMINATED BEAMS SHALL BE DOUGLAS-FIR WITH A MINIMUM Fb OF 2400 PSi AND E OF 1,800,00 PSI (OR EQUIVALENT). 24F-V8 4x_ BEAMS SHALL BE DOUGLAS FIR-LARCH NO. 2 WITH A MINIMUM Fb OF 875 PSi AND' E OF 1,600,000 PSI (OR EQUIVALENT). JOISTS AND HEADERS OF DECK FRAMING SHALL BE PRESSURE TREATED [ACQ TYPE D 0.25] SOUTHERN YELLOW PINE NO. 2 W/ A MINIMUM Fb OF 1200 (FOR 2x8'S) PSI AND E OF 1,600,000 PSI OR EQUIVALENT. ~ HANDRAIL HEIGHT WALL. (SEE M4) ~ GUARDRAIL HEIOHT WALL. (SEE M3E) (~ FACTORY-BUILT STAIR TO 8E INSTALLED PRIOR TO GYPSUM 8D. WALL FINISH. (SEE M3) RISER= 7~" & TREAD= 10" (~ CENTENNIAL DEMI STAIR RAIL (SEE M7) (~) CENEENNIAL DEMI BALOONY RAIL (SEE MS) <~ HAND'RAIL HEIGHT WALL. (SEE M4) I ~ ©dO YC'C~GHT BY EMPYREAN N~RNATION,N.,LL¢ AOORN 930 MAIN STREET, ACTON, MASS. ACORN® 01720 (781) 259-9450 JOHN & ^NG£LA REINERT~EN SUFFOLK OOUNTY PECONIC, NY SECTIONS A-A, B-B, & C-C V4'=r-o' 5/.01/.06 - CDH 1/12/07 - RMH 2/._20/,07 - RMH 2/22/07 - RMH ,COUNTRY HOUSE # 3315 DBL SILL IN ROOF OVER ~DBL 2X6 LIGHTED COLLAR TIES ~ 48" TO SCAB RAFTERS W/ ~" PLY @ 11"x24" (ONE DOE ONLY) 12" BEARING W/ CANT STRIP BED f4 W/ CANT FLOOR TRUSSES @ 19 2" O/C BM 4" GARAGE SLAB SLOPES 2" TOWARDS 0 H DOORS 1/2" GARAGE BUILDER TO APPLY GYPSUM BD AS PER LOCAl CODE W,I,C. BATH SOL SILL UNFINISHED FURRINC i,Ws/E P T 2x4 SHOE E KO SECTION D-D SLAB ~REBUILT STAIR REBUILT SECTION J-J PREBUILT STAIR lILT STAll SECTION H-H -SOL 2XlO SILL DBL SILL UPPER LEVEL 12" STORAGE RATH IRUSSES @ 19.2" O/C BM WORK AREA MUD/LAUNDRY 4" GARAGE SLAB SLOPER TOWARDS O.H; DOORS SOL SILL UNFINISHED FURRING ~/S/E P.T. 2x4 SHOE E K1) SECTION LiE LVL IN ROOF OV[R ~,~ 24" O/C 5~X15~ BM w/ W.l.C. HALL ENTRY LEVEL NAIl W.l.C. FLOOR TRUSSES @ 19.2" O/C SKYLIGHT BREAKFAST 2XlO SILL NOTE: SHEAR WALLS: IOD NAILS 4" O/C EDGE & 12" O/C FIELD SPACING - BLOCK EDGES OF SHEATHING LAP SHEATHING FROM ENTRY LEVEL PANELS DOWN FULL ONTO SILLS. NAIL PLY LAPS TO RIM JOIST & SILLS W/ 1OD NAILS @ 6" 0 C, LAP ST-12 STRAP @ 32" O/C UP FROM ENTRY LEVEL PANELS & DOWN FROM UPPER LEVEL PANELS TO MID POINT OF UPPER LEVEL RIM ST 12 @ 32" O,C W/lO 16D NAIL1 2X12 HDR PER PLANS~ SHEATHING FILLER ~ 0-11-14 X WALL PANEL MAX ST-12 @ 32" OC W/10 16D (CONT) WALL PANEL RT-7 RAFTER CLIPS @ ALL RAFTERS ROOF SHEATHING EDGE ZONE NAILING 6" O/C EDGE & fiELD FLOOR AND FRAMING LUMBER JOISTS AND HEADERS OF FLOOR FRAMING AND RAFTERS OF ROOF FRAMING SHALL BE HEM-FIR NO. 2 OR REEFER W/ A MINIMUM Fb OF 850 PSI AND E OF 1,300,000 PSI (OR EQUIVALENT) 3~" LAMINATED SEAMS SHALL BE DOUGLAS-FIR WITH A MINIMUM Fb OF 2400 PSI AND E OF 1,800,00 PSI (OR EQUIVALENT). 24F-V8 4x_ SEAMS SHALL BE DOUGLAS FIR-LARCH NO. 2 W~TH A MINIMUM Fb OF 875 PSI AND E OF 1,600,000 PSI (OR EQUIVALENT) JOISTS AND HEADERS OF DECK FRAMING SHALL BE PRESSURE TREATED [ACO TYPE D 0.25] SOUTHERN YELLOW PINE NO 2 W/ A MINIMUM Fb OF 1200 (FOR 2x8'S) PSI AND E OF 1,600,000 PSI OR EQUIVALENT. ~ HANDRAIL HEIGHT WALL. (SEE M4) ~ CENTENNIAL DEMI STAIR RAIL (SEE M7) ~ CENTENNIAL DEMI BALCONY RAIL (SEE MS) <~> FACTORY-BUILT STAIR TO BE INSTALLED PRIOR TO GYPSUM BO. WALL FINISH. (SEE M3) RISER= 7~" & TREAD= 10" <~) WALL MOUNTED CENTENNIAL RAIL TYPE 'CSH13' (SEE M3D) <~ WALL MOUNTED CENTENNIAL RAIL TYPE "C~HI~.'Y' (SEE M3D) ', ,, ~,,.,..<_?. ~// ~- ~Y l~n~, L LC EMPYR~N ACORN EMPYREAN I~,LLC. 9~0 MAIN STEE~, ACTON, MASS. AOO~N~ 01720 ~781) 259-9450 JOHN ~ AN~E~ EEIN~EN SU~O~ COUN~ PECONIC, NY SEC~ONS D-D, E-E, ~ STAIR SEC~ONS 3~O1~O6 ~ CDH 2Z20Z97 RMH 2/22/07 RMH COUNTEY HOUSE 3315