Loading...
HomeMy WebLinkAbout35104-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34825 Rte: 02/03/11 THIS CERTIFIES that the building NEW DWELLING CUTCHOGUE ~ocation of Property: 587 LESLIE RD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 97 Block 4 Lot 17.2 Filed Map No. __ Lot NO. __ Subdivision conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 27, 2009 pursuant to which Building Permit No. 35104-Z dated OCTOBER 27, 2009 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 DECK & ATTACHED TWO CAR GARAGE AS APPLIED FOR. The certificate is issued to RALPH PUGLIESE JR (OWNER) of the aforesaid building. ~uFMOI=K COU~FI"f DEPAR~qT OF }~EALTH APPRO~-AL R10-04-0118 10/28/10 ELECTRICAL ~KTIFICATE NO. 35104 12/01/10 pLiERS c~KTIFICATION DA'r~a3 01/31/11 PETER VICTORIA Rev. 1/81 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. 35104 Z Date OCTOBER 27, 2009 Permission is hereby granted to: R3kLPH JR PUGLIESE PO BOX 481 CUTCHOGUE,NY 11935 for : CONST.A NEW SINGLE FAMILY DWELLING W/2 CAR GAR. & REAR DECK AS APPLIED FOR.ACCESS TO BE PROVIDED PER TOWN CODE/100-235. REPLACES BP# 33274 at premises located at County Tax Map No. 473889 Section 097 pursuant to application dated OCTOBER Building Inspector to expire on APRIL LESLIE RD CUTCHOGUE Block 0004 Lot No. 017.002 27, 2009 and approved by the 27, 2011. Fee $ 1,432.80 Authorized Signature ORIGINAL Rev. 5/8/02 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUII~DING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 33274 Z Date JULY 25, 2007 Permission is hereby granted to: P~ALPH JR PUGLIESE PO BOX 481 CUTCHOGUE,NY 11935 for : CONSTR.OF A NEW SINGLE FAMILY DWELLING W/ 2 CAR GAR. & REAR DECK AS APPLIED FOR.ACCESS TO BE PROVIDED PER TOWN CODE/100-235.REPLACES BP # 31258 at premises located at County Tax Map No. 473889 Section 097 pursuant to application dated JULY Building Inspector to expire on JANUARY LESLIE RD CUTCHOGUE Block 0004 Lot No. 017.002 25, 2007 and approved by the 25, 2009. Fee $ 1,432.80 Authorized Signature Rev. 5/8/02 ORIGINAL 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. 31258 Z Date JULY 7, 2005 Permission is hereby granted to: RALPH PUGLIESE JR PO BOX 481 CUTCHOGUE,NY 11935 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH TWO CAR GAP=AGE & REAR DECK AS APPLIED FOR; ACCESS TO BE PROVIDED PER TOWN CODE 100-235 at premises located at County Tax Map No. 473889 Section 097 pursuant to application dated MAY Building Inspector to expire on JANUARY LESLIE RD CUTCHOGUE Block 0004 Lot No. 017.002 17, 2005 and approved by the 7, 2007. Fee $ 1,432.80 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN ItALL 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: Final survey of property with accurate location of all buildings, property lines, streets, and unu~,=~ 1. topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (8-9 form). / -- 3. Approval of electrical installation from Board of Fire Underwriters. 4. S~`w~rnsta!~.m~en.t~[r~m.p~.umber~c~ertifyi~gthatthes~erusedinsystem~ntains~essthan2/~g6~f~ [leadi · ouddmg, mult,ple res,dences and similar buildings and instail~t~O~ a c~rfificat[ p m arcmtect or engineer responsible for the building 6. Submit Planning Board Approval of completed site plan requirements. B. [or~XcicS~antge buddings,. (pr,or.to ,Aprfl 9, 1,,957, non-conforming uses, or buildings and "pre-ex~s~in;' land usesl mate survey or property snowing an property lines, streets, building and unusual natural o~ toP{ ,~raphic features. / 2. A property completed application and consent to inspect signed by the applicant, if a Certifica[e of Occ~J~ denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy ~ New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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 ~/ Old or Pre-existing Building: .. House No. Street Date of Pe~it. New ConstrUction: Location of Property: Owner or Owners of Property: . Suffolk County Tax Map No 1000, Section Subdivision bA~4.~ Permit No.. Health Dept. Approval: Plarming Board Approval: Date. (check one) Block ~-/ Hamlet Lot Filed Map. Lot: Applicant: Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ ~0.00 Final Certificate: (check one) pplicant Signatu re~e~ Town Hall Annex 51,375 Mare Iii)ad P.O. Box 1179 Sou/hold, NY 11971-0959 Tclcl)honc (631) 763-1802 Fax (631) 71i.5-9302 ro.qer, rich~rt~,town.southold.n¥.us BI JILl)lNG DEPARTMENT TOWN OF $OUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION ssued To: Ralph Pugliese Jr ~,ddress: 587 Leslie Rd City: Cutchogue St: NY Zip: 1193~ 3uilding Permit #: 35104 Section: 97 Block: 4 Lot: 17.; WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential ~ Ind°°r F~ Basement ~ Service Only~ Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 3 ph Hot Water GFCI Recpt Main Panel A/C Condenser Single Recpt Sub Panel AJC Blower Range Recpt Transformer Appliances Dryer Recpt Disconnect Switches Twist Lock Other Equipment; 2 ovens (40a) Notes: Ceiling Fixtures [E~ HID Fixtures Wall Fixtures 1131 Smoke Detectors Recessed Fixtures[~ CO Detectors Fluorescent Fixture ~.~ Pumps Emergency Fixtures~ Time Clocks Exit Fixtures ~ TVSS 300a underground service, 4-exhaust fans, 3-paddle fans, 1-wirlpool bath Inspector Signature: Date: Dec 1 2010 81-Cert Electdcel Compliance Form Town Hldl Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (63 ! ~ 765-9502 BU~DIN~ DEPARTMENT TOWN OF SOUTHOLD 'CERTIFICATION Building Permit No. (Please print}. Plumber: (Please print) Date: lead. I certify that the solder used in.the water supply system contains less than 2/I0 oi 1% Swom to before me this -~,-~ 'dayo Notary Public, ~.~ ~o\~ _County ALICIA WALKER Notary PuNic, State of New York No. 01WA6153064 Qualified in Suffolk County Commission Ex~i~es Sept. 25.~.'~\~ 765-1802 BUILDING DEPT. INSPECTION ~FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 7~ '~ 7 f ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ J~FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. ] F/O~DATION 2ND [ ] INSULATION FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [~ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ~.. ~- ~'~ *~ d ~1' INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [~NSULATION [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAI(I' FENETRATION REMARKS: DATE /7~-~ ~0 ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~)~'FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~-- ~ ~ DATE ~ -- "~'--- ~ ~ __ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING /~FINAL [ ]FIREPLACE & CHIMNEY ~' [ ] 'FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE /0-- ~--~ iNSPECTOR~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [] FOUNDATION 1ST [ ] ROUGH PLBG. [[ 11 ~O",,j.~.O~'sO~"p~Np~.O Ir ~ ~,~~.j~'O" [] FIREPLACE & CHIMNEY [ ] FIRE SA~... ~ z' INSPECTION DATE ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [/)~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRERF. S~STANTC0NSTRUCTI0. [ ]F~RERES~rANTPmETRATKI. REMARKS: F~ ~ DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] RRE RESISTANT CONSTRUCTION ~] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) .[~] ELECTRICAL (FINAL) · \ REMARKS: DATE Date: June 12~ 2006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (631) 298-7116 To: Town of Southold Building Dept. Re: Plumbing Inspection Ralph Puglise 587 Leslie Rd. Cutchouge, NY 11935 Permit # 31258 To Whom It May Concern: A Rough Plumbing inspection was preformed on the basement plumbing on the above mentioned property. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel free to call. Date: November 21, 2006 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck, N.Y. 11952 (63 l) 298-7116 To: Town of Southold Building Dept. Re~ Plumbing Inspection Ralph Puglise 587 Leslie Rd. Cutchogue, NY 11935 Permit# 31258 To Whom It May Concern: A Rough Plumbing inspection was preformed on the above property. A pressure test was performed on the plumbing system, and vent stack filled. Any other questions please feel free to call. Jame~ J. Deerkoski FIELD ~LNSP~CTION REPORT I DATE I COMMENTS FOUNDATION (2ND) PLUMB~G I t , ~ ~SULA~ N. Y. STATE ENERGY CODE ~DITION~ COMMENTS TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOL~, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined 7/? ,20 ~J~ Approved 0/~ ,20 O3'~ Disapproved a/c Expiration PERMIT NO. 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: Phone: Building Inspector ' ,'/'*' ~; ^¢ \~ j\APPLICATION FOR BUILDING PERMIT " ~ ~-< o~v.',q ¢ ~-" INSTRUCTIONS a}~s~plication MUST be completely filled in by t~ewfiter or in ink and submitted to the Building hspector with 4 sets of plans, acc~ate plot pl~ 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 areas, ~d wate~ays. c. ~e work covered by this application may not be commenced before issuance of Building Pe~it. d. Upon approval of this application, the Building hspector will issu~ a Building Pemit to the applicant. Such a pemit shall be kept on the premises available for inspection t~oughout the work. e. No building shall be occupied or used in whole or ~ p~ for ~y pu~ose what so ever atil the Building Inspector issues a C¢~ificate of Occupancy. f. Evew bulldog pemit shall expire if the work authorized has not commenced wit~ 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other re~lations affecting the prope~y have been enacted in the interim, the Building Inspector may at thodze, in writing, the extension of the pemit for an addition six months. ThereaEer, a new pemit shall be requked. ~PLICATION IS HE,BY M~E to the Building Depa~ment for the issuance of a Building Pemit pursuant to the Building Zone Ordin~ce of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordin~ces or Re~lations, for the constBction ofbuildinss, additions, or alterations or for removal or demolition as herein described. The applicant a~ees to comply with all applicable laws, odinances, building code, housing code, ~d re~lations, and to a~it authorized inspectors on premises and in building for necessa, inspections. & ( gnamre of appli ' co~oration) (Mailing address ofapplic~t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises [~X~ ~- ~OC~ c~e'~ C' "~-~ (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. 1. Location of land on which proposed work will be done: House Number Street County Tax Map No. 100~0 Section Subdivision 1~__~,~ ~)~ ¢~ie% t(Name) Hamlet Ht4~ NI AO~J Block ~ Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,- b. Intended use and occupancy ~)~L-r-~qa' ~ ~ouceT' 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost 5. If dwelling, number of dwelling units If garage, number of cars I0 Fee Addition Alteration Other Work (Description) (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 Height. Number of Stories Rear Depth Dimensions of same structure with alterations or additions: Front Depth. c~X,t Height 8. Dimensions of entire new construction: Front Height .~ ~ ~ 9. Size oflot: Front ~0'7' 10. Date of Purchase ~[310' 11. Zone or use district in which premises are situated Number of Stories Rear Name of Former Owner Number of Stories Rear .~0 * Depth Depth C ',vTCqOt-,~'~ Rear 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 from premises? YES ~ NO 14. Names of Owner of premises ~-~B- ¢~c~r~e ~{. Address {?o (5o,r ¥~ Phone No. {J 31 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet ora 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) SS: COUNTY OF being duly sworn, deposes and says that (s)he is the applicant (Name of individual szgning contract) above named, (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. Sworn to before me this .. ~ /~dayof ~Y]O_~._ ~ 20(~ (/Notary Public T~wn F-,all Anne~ ,~275 Main Road P.O. JBox IIYD · .&~ulhotd, NY 11971-09,~9 BUr[ ~ING DEP~ TOWN OF $OUTHOLr~ APPLICATION FOR ELECTRICAL INSPECTION, QUESTEDBY: ('~,,_.~ ~o> (-~- 74~ Date: Name: JOBSITE INFORMATION: (*IndiCates required information) *Address: · . *Cross Street: *Phone No.: Permit No.: Tax Map District 35~oq 1000 Section: *BRIEF DEscRIPTION OF WORK (Please Print...CI .~rly) .(Please.cimle Alt That ..~;pplY) *l~JOb ready for inspectl0n: .*EN) you nc-..d' a T.emP Certificate: Temp-lnformation {E needed}- *Sel~oe SEe: 1 Phase. 3Phase *New Service: Re-conneot Additional Information: YE.S / NO Rough In~'" 100 150'. 200 300 350. 400 Underground Number of Metem Change Of Service PAYMENT DUE WITH APPIJCATION O~her Overhead Town Hall. 53095 Main Road P.O. Box 1179 Southold, New York 11971-0959 Fax (631) 765-9502 Telephone (631 ) 765-1802 BUILDING DEPARTMENT TOWN OF SOUTHOLD July 12th, 2007 Ralph Pugliese Jr. P.O. Box 481 Cutchogue, N.Y. 11935 RE: 587 Leslie Rd. (New dwelling/garage/deck) SCTM # 97 4 17 2 Dear Mr. Pugliese, Please be advised that your Building Permit # 31258 issued July 7th, 2005 has expired. According to the Code of the Town of Southold, a Certificate of Occupancy must be issued prior to use of the structure. To renew your Building Permit, please submit a fee of $1432.80; at that time we can schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 631-765-1802. Respectfully, SOUTHOLD TOWN BUILDING DEPT. PLEASE NOTE: Road needs to be completed to the requirements of the Planning Board's site plan. Town Hall Annex 54375 Main Road P.O, Box I 179 Southold, New York 11971-0959 Telephone (631 ) 765-1802 Fax (631 ) 765-9502 BUILDING DEPARTMENT TOWN OF SOUTI-IOLD October 20th, 2009 Ralph Pugliese ,Ir. P.O. Box 481 Cutchogue, N.Y. 11935 RE: 587 Leslie Rd. (New Dwelling) 5CTM: # 1000-97.-4-17.2 FIRST NOT[CE To Whom It May Concern: Please be advised that your Building Permit # 33274 issued July 25th, 2007 has expired. According to the Code of the Town of 5outhold, a Certificate of Occupancy must be issued before the use of the structure. To renew your Building Permit's, please submit a fee of $1432.80: at that time we can Schedule an inspection by one of our Building Inspector's. If you have any questions, please call us at 765-1802. Respectfully, 5OUTHOLD TOWN BUILD]:NG DEPT Town 1 lall A.ncx 5 ~375 Mai. Road P.O.B.× 1179 Southllld, NY 11!t71-0959 Telephone (~i31) 7fi5-1802 Fax ((;31 ) BI ILl)IN(, 1)I'~PAR 1 MI'~N 1 TOWN OF $OUTHOLD December 2, 2010 Ralph Pugliese Jr PO Box 481 Cutchogue, NY 11935 RE: 587 Leslie Road, Cutchogue NOTE: Need revised deck plans per inspectors request. TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy __ Application of Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of $50.00. Final Health Department approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees #765-1892) __ Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. Final Landmark Preservation approval. Building Permit: 35104-Z new dwelling ~UFFOLK COUI'q'TY WATER AUTHORITY September 30, 2005 2045 Route 112, Suite 1, Coram, New York 11727-3085 (631) 698-9500 FAX (631) 698:9851 Ralph Pugliese Jr PO Box 481 Cutchogue, NY 11935 RECEIVED OCT - 4 2005 Re: 587 Leslie Road, Cutchogue SCTM# 1000-97-4-17.2 (1 Lot) Auth# 11-06-121-R Southold Town Clerk Dear Mr. Pugliese: The Suffolk County Water Authority has received your application for water service for the above referenced parcel. The parcel is designated in the SCWA's Five Year Water Supply Plan for the North Fork as eligible to receive public water service. Accordingly, a Letter of Water Availability is issued. The nearest water main in located on Leslie Road. In order to serve this parcel, a water main extension of approximately 127 feet wound be required. The water main can be installed under the terms of our Construction Contract, which would require a deposit of approximately $5,300.00, which is a tentative estimate of the cost of installation. This Letter of Water Availability is not to be considered an action by SCWA as defined by the New York Environmental Quality Review Act or a determination that the parcel is approved for building. You are responsible for obtaining any other permits or approvals that are required for the proposed project. SCWA shall not be required to provide water for the parcel until all of the other approvals have been obtained. By way of a copy, SCWA is forwarding this letter to the Town of Southold to reiterate the findings of the environmental review for the SCWA's Water Supply Plan. These findings focused, in part, on opportunities for reducing demand for water in the Town of Southold. Opportunities include: 1. Permitting the irrigation of only 15% of the area on any single lot 2. Requiring the use of low flow plumbing fixtures in accordance with the latest codes. 3. Adopting methods to reduce the potential of degraded water from recharging to the aquifer. This could include limits on the amount of fertilizer dependent vegetation maintained on a lot. Consistent with its Findings Statement, SCWA encourages the ToWn to impose appropriate. conditions on the project to reduce the potential impact this project will have on the water resources of the Town of Southold..These conditions could be memorialized in the form of Covenants and Restrictions on the project that are recorded with the Suffolk County Clerk. SCWA will provide water service to the parcel upon payment of the applicable fees. The fees include a tapping fee, a key money charge and if applicable, a water main surcharge. Tapping fees sta~'t at $950:00 for a 1" service. Key money fees start at $3,000.00 for a 1" service. Surcharge amounts vary dc-pending on the location of the proposed service. The tapping fees and the surcharge may be financed for existing homeowners. Please contact our New Construction Department during our normal business hours at (631) 698- 9500, 8:30 a.m. toS:OO,p.m; Monday through Friday to proceed with this project and to obtain a contract and firm cost estimate. Very truly yours, Grace Sandezer Assistant Manager GS:as Eric. Cc: Town of Southold - Town Clerk PO Box 1179 Southold, NY 11~71 LOT ~ 2 MAP OF= "KAY ~fT, EE~TATES" 51TUATE, C,I)T~ TOI~IN: 5OUTHOI_ D 5UPI=OLK COUNTY, N'r' SURVEYEI~ 0'/-01-01 PROPOSEO HOUSE 0-/-2~-04 SUFFOLK COUNTY TAX # Lo~ ¢ 6 N W ~IiI ~ S E NOTES~ · MONUMENT O PIPE · SPI~E SET ELEVATIONS ~EFE~ENCE COUNT'f TOPO MAPS TOTAL AREA = AREA EXC. R.O.P'I.= ¢O, IO2 ®t~APHIC ~CALE I"= 60' TEST HOLE FROM FILEC~ MAP TOPSOIL ~HITE COARSE 'KELLOkt 6OARDE SAN[? JOHN C. 6 EAST MAIN STREET R1VERHEAD, N.Y. 11901 369-8288 Fax 369-8287 SURVEYOR N.Y.S. LIC. NO. 50202 REF.\~Ip server\d~PROS\01-211.pro LOT ~ 2 MAP OF: "KAY pF:t= tF:STA'~5" F:I! ~ F',','--,,-, I~, I,:lq2. - A5 :~llq2. 51TUATE.. C, UTC.,HO~JE TOINN: 5,OUT~ SUFFOLK c, ouN'r'r', N'r' 5UR\/EYED: 0~-01-01 PROPOSED HOUSE 03-2,~-04 FOUNDATION LOCATION 0,~-01-2005 ~UPFOLK C,OUNTY TAX ~ I000-q]-4-1].2 ~o~ ~ / ,. ~ N NOTE~: · NIONUNIENT 0 PIPE TOTAL AREA = qO,O:~q AREA EXC,. R.O.H.: 60,IO2 5.F. ®P-.APHIC ~CALE I"= 60' ~k'x f~ JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S. LIC. NO, 50202 RIVERHEAD, N.Y. 11901 369-8288 Fax 369-8287 REF.\'&Ip server\d'ff'ROS\01-211.pro SURVEY OF: LOT # 2 HAP OF "KAY DEE ESTA'I'ES" FILED FEB,. 13, Iqq2 - A5 ~llq2 51TUATE: C, UTC, HOC_~JE TOINN: 5OL,r'FFIOLD SUFFOLK COUNTY, NY 5~RVEYEO: 0%01-01 PROPO.SED HOUSE 0-'/-23-04 FOUNDATION LOC, ATION 08-01-2005 FINAL 5UP-,VE'r' 10-25.-200-~ SUFFOLK COUNT( TAX # IOOO-q-/-4-1-'/.2 NOTE5~ · MONUHENT ® PIPE TOTAL AREA = qO,O~q 5.F. At;~A EXC.,. R.O.IN.= 80,IO2 S.F. ®RAPHIC, 50ALE I"= O0' .SUFFOLK CC~NTY PEPT. OF HEALTH N SERVICE5 REF. # RIO - 04 - 011~ W~ E S / ./ q__O JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.C. LIC. NO. 50202 RIVERI-IEAD, N.Y. 11901 369-8288 Fax 369-8287 REF. \\CompaqserveApros~01 \01 - 211 .F Permit Numb~ RF. check Compliance Certificate Checked By/Oate New York State Energy Conservation Construction Code REScheck So,ware Version 3.6 Rflease 2 Data flename: Untitled.rck PROJECT TITLE: HOUSE COUNTY: Suflblk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached l or 2 Family HEATING TYPE: Non-Electric WINDOW / WALL RATIO: 0.13 DATE: 05/10/05 DATE OF PLANS: 05/2005 PROJECT DESCRIPTION: CUTCHOGUE, NY COMPLIANCE: Passe~ Maximin UA = 515 Your Home UA = 460 10.7% Beaer Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA Ceiling 1: Flat Ceiling or Scissor Tress 1400 21.0 0.0 Wall 1: Wood Frame, 16" o.c. 3040 19.0 0.0 Window 1: Wood Frame:Double Pane with Low-E 229 Window 2: Wood Frame:Double Pane with Low-E 118 Door 1: Glass 63 Door 2: Solid 54 Floor 1: All-Wood Joist/Tress:Over Unconditioned Space 1360 21.0 0.0 Floor 2: All-Wood Joist/Truss:Over Outside Air 640 21.0 0.0 0.350 0.290 0.350 0.280 66 155 80 34 22 15 60 28 COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with thc building plans, speci~cations, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. When a Registered Design Prot~sional has stamped and signed this page, they are attesting that to the be~t of his/her knowledge, bdie~ and prof:ssional judgment, such plans or specifications m'e m compliance with this Code. RFScheck Inspection Checklist New York State Energy Conservation Construction Code REScheck So~wm'e Version 3.6 Release 2 DATE: 05/10/05 PROJECT TITLE: HOUSE Bldg. Dept. Use [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Ceilings: 1. Ceiling 1: Flat Ceiling or Scissor Truss, R-21.0 cavity insulation Comments: Above. Grade Walls: 1. Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: 1. Window 1: Wood Frame:Double Pane with Low-E, U-f~oxc 0.350 For windows without labeled U-~n:ors, destaibe tnitunm: # Panes Frame Type. Thermal Break? [ ] Yes [ Comments: ] No Window 2: Wood Frame:Double Pane with Low-E, U-~ctor. 0.290 For windows without labded U-~etors, describe feamre~: # Panes Frmne Type Theamal Break? [ ] Yes [ Comments: ] No 1. Door 1: Glass, U-t~etor: 0.350 Comments: 2. Door 2: Solid, U-fietor: 0.280 Comments: 1. Floor 1: All-Wood Joist/Tress:Over Unconditioned Space, R-21.0 cavity insuiation Comments: 2. Floor 2: All-Wood Joist/Tress:Over Outside Air, R-21.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envdope that are sources of air leakage must be sealed. Recessed lights must be 1) Type IC rated, or 2) installed inside an appropriate air-tight assanbly with a 0.5" deaf, ace f'om combustible materials. Ifnon-IC rated, thc fixture must be installed with a 3" deaf,ce f'om insulation. Vapor Retarder: [ ] Required on the warm-in-winter side of all non-vented flamed ceilings, walls, mad ~oors. [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] £ ] [ ] £ ] [ ] [ ] [ ] [ ] [ ] [ ] [ ] Materials Identifiralion: Materials and equipment must be installed in accordance with the manuficturees installation iustmctions. Materials and equipment must be identified so that compliance can be determined. Manulbcturer manuals far all installed heating md cooling equipment and service water heating equipment must be provided. Insulation R-values and glazing U-f~ctors must be clc~dy marked on the building plans or specifications. Duct Insolation: Supply ducts in unconditioned attics or outside the building must be insulated to R-8. Return ducts in unconditioned attics or outside the building must be insulated to R-4. Supply ducts in unconditioned spaces must be insulated to R-8. Return ducts in unconditioned spaces (except basements) must be insulated to R- Return ducts in unconditioned spaces (except basements) must be insulated to R-2.. Insulation is not required on return ducts in basements. Duct Consa'ucfion: All joints, seams, and connections must be securely ~stened with wdds, gaskets, mastics (adhesives), mastic-plus-embedded-fibtic, or tapes. Tapes and mastics must be rated UL 18lA or UL 18lB. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). The HVAC system must provide a means fir balancing air and water systems. Temperature Conirols: Each dwelling unit has at lesat one thennostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric metexs are required fir each dwelling unit. Fireplaces: Fireplaces must be installed with tight fitting non-combustible fireplace doors. Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction pmvisious of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part ora circulating system. Insulate circulating hot water pipes to the levels in Table 1. C~renlating Hot Water Systems: Insulate circulating hot water pipes to the levds in Table 1. Swimming Pools: All heated swimming pools must have an on/offheater switch and require a cover unless over 20% of the heating energy is eom non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying ~uids above 105 °F or chilled fluids below 55 °F must be insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Wate~ Pipes. Insulation Thieknes~ in inches by Pine Siz~ Heated Water Non-Circulatine Runouts Circulatine Mains and Runom$ ~ Uo to 1" ~ ~ Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.$ 0.5 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. Insulation Thickness in inches bv Pipe Sizes Heating Systems Low Pressum/T cmpemture 201-250 1,0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1,0 1.0 1.5 Steam Condensate (]br feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Reti'igcrant, 40-55 0.5 0.5 0.75 1.0 and Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD (Building Dep~traeat Usc Only) / / FOUNDATION PLAN SCN..E: 1/8' = 1'-0' FOUNDATION FLIPPE]~ TO OPPOE~ITE ,~IDE. NO OTHEFE CHANGES. ~MEN~)MENT GARAGE FOUNDATIO~ £CALE: 1t4" PROJECT 6.1 J This license enUtles the Ucensee to construct only one home from this plan. The license is non-tranderable. This plan can not legally be reproduced except by Slepben S. Fuller, Ino,, Des gn Trad tions, Inc., and/or American Home Galrary, Ltd. NON~:XCLUSIVE UCENDE TO BUILD ONE HOBE ~2000 Stephen Fuller American Home Ger[er~, Ltd, GE ,I OF NG ALL PLUMBING WASTE UES NEED BEFORE COVERING LUMBER CERTIFICA T f LEAD CONTENT~ OF ¢N SE IS DATE DATE:,.,~ B.P.#. 1. FOUNDATION . TWO RC FOI~J~JlII~O C~Rr 2. ROL~4~. R~MIN~ & F 3. INSULATION SE COMPLETE FOR C.C ALL CONSlI~LICTION SHAI !IJNOERWRI'~RS CERTJFICATE RE©UIREMENTS OF3HE C~ YORK STATE. NOT RESP( REQUIRED DESIGN OR CONSTRUCTI, DO NOT PROCEED WITH RETAIN STO FRAMING UNTIL SURVEY Iq~SUANT T OF FOUNDATION LOCATION OF THE TOW HA.; SEEN APPROVED, OTEO~ 'MENT AT 3UIRED E .UMBII, G ,M~JST )DF$ OF ,~VER ~,, ~ SHEET ;S' ,*ON 45-100 G~JDE, ..... DOOR SCHEDULE CASING NO. SIZ~ TYPE DESCR1FFiON IN OUT . QTY. 01 2-1'4'x6'8' INT 6 panel B-p All 2 02 2-1'4'x6'8' INT 6 panel Bll Cll 1 03 1'6'x6'8' tNT 6 panel B-p Cll 2 04 1'6"x6'8" tNT 6 panel All C-p 2 05 2-1'6'x6'8" INT 6 panel Blt Cll 2 06 2'0'x6'8' tNT 6 panel B-p Ell 2 07 2'0" tNT glass shower B-p tile 1 08 2-2'0"x6'8' INT 6 panel C-p C-p 1 09 2-2'0"x6'8' EXT French. Cll BM 10 2-2'0"x6'8" INT 6 panel' B-p All 1 11 2-2'0"x6'8" INT 6 panel Blt C-p 1 12 2'4'x6'8' ~ 6 panel C-p C-p 3 13 2'4'x6'8' ~ 6 panel Blt B~p 6 14 2'4'x6'8" RaT 6 panel Cll B-'p 2 15 2'6'x6'8" RaT ' 6 panel C-p B-p 16 2'6"x6'8' ~ 6 panel All Blt 1 17 2'6'x6'8' EXT 6 panel A-p C~p lg 2'6"x6'8' ~ 6 panel Blt Blt 3 19 2-2'6"x8'6' EXT special French w/arch head A-p lx6 w/BB 1 20 2'8'x6'8" tNT 6 panel C-p l 21 2'8"x6'8" EqT 6 panel B-p B-p 1 22 2'8"x6'8" BXT 6 panel Blt C-p 1 23 2'8"x6'8' EXT 9 lite w/12' irene C-p BM 1 24 3'0'x6'8" EXT French wi 12" Itans 25 9'0"x7'0" EXT paneled garag~ BM 2 LEGEND BB Back Band BM Brick Mould A,B,C type of easing P Paint S Stain Note: See sheet 7 for casing prot'des ' ......... V~INDOW SCHEDULE EXTERIOR TYPE SIZE CASING DESCRIPTION QTY. A 2'0'X5'2" Bay DH 2 B 2'0'x6'2" Bay DH 1 C 2'4'X4'6" BM DH - 4 D 2'4'x5'2" BM DH 3 E 2-2'4'x4'6' BM DH w) ~" mull 1 F 2'8'x3'2" BM DH 1 ~" ,~-, DH (BM .@ S/R) , H 2'8"X4'6' Ix6 w/BB h' , , .. I 2'8"x5'2' BM /i ,%,,!: ,,,', DH, , I 2-2'8"x5'2" kx8 w/BB ! , I , DH wi 63 mull ,: 1., ;, ,: K 2'8'x6'2' Ix6 w/BB ,, ,~i:iSTAT w/arch head ,,~: "~ ahead, L 2'$'x?'0' w/ see detail :,,, arc W/6" mull ,,, !:>~1, · , 2-2'$"x6'6" ' , ,,:,:,v.,l:~* .... M 3'4"x5'2' lx$ w/BB arch head STAT N 3~8'x5'2' BM DH 1 O 4'0"x4'2' Bay STAT 1 p ' 4'0-x5'2- Bay STAT 1 Q 4'0'x6'2' Bay/BM [ STAT 5 LEGEND BB Back Band BM Brick Mould DH Doubl~ Hung STAT Stationary Sheathing, lnaulltio~ I/2' Plywood wall sheathing: ........... 95 pcs ~ (4xg) 1/2' PI~ r~fs~ng: ........... ~ ~s ~ (4x8) 3 5/8" F.G. bat~: ......................... 2~5~ sq. ~. 6" F.G. ~t~: .............................. I,~ sq. ff. I" x4'0" S~ro. (w/slab): .............. 221 [M. ~. ~ ~hMgl~: .......................... 35 sqs. I~" Gyp B~rd: ........................... 330 sh~B ~ (4x8) F~tings~ ~oun~fion walls, slabs, o~ 95 cub. y~. , SQUARE FOOTAGE BREAKDOWN FIRST FLOOR 1,360 h~L s.f. SECOND FLOOR 1,400 htd. s,g. TOTAL 2,760 htd. s.f. NOT INCLL1DED OPEN '70 htd. s.f. NOTES: 9'-0~ FOUNDATION WALL HGT.- 9'-0~ CLG: HGT. IST FLR. 8'-0~ CLG. HGT. 2ND. FLR. OFS: OUTFACE' OF STUD CFM: OUTFACE OF MASONRY CLG, HOTS. MAY VARY IN BSMT, ......... ELECTRICAL. PL_~N .~, ~-¥ DUPLBX CONVENIENCE OUTLET DUPLEX OUTLET ABOVE COUNTER WEATREnPROOF OUPLEX OUTLET HALF-SWITCHED DUPLEX OUTLET EPECIAL PURPOSE OUTLET DUPLEX OUTLET IN FLOOR 220 VOLT OU~LBT ELECTRIC DOOR OPERATOR CEILING MOUNTE0 INCANDESCENT LIGHT FIXTURE WALL MOUNTED INCANDESCENT LIGHT nIXTURE RECESSED INCANDESCEHT LIGHT FIXTURE E_XHAUST FAN E~(HAUST FAN/LIGHT COMBINATION FLUORESCENT LIGHT FIXTURE CEILIMG FAU~LIGHT Framing Lumb~r Hates: ....................... 2,~0 L.F. (single pla~} Studs: ........................ FIo~r joist:.,....2 x 12-,. xg ................ ~ ............. 10pcs x 12 ............................ $0 pcs x 14 ........................ :,~,.. 35 pcs xl6 ............................ g0pcs Ceiling j~iaU..2 x 10...., x x 10 ............ : ............... 10p~ x 12 ......................... w- rio pcs x 14 ............................ x 16 ............................ ~5 pcs Roof rafters: ................ 2 x $ ........................... 1~0 pcs Valleys & ridges: .......... quMi§ed m~te..q'M qut~tity astlm~tor. NOTE: RET~G WALL SI~E A_ND LOCATION TO BE DETERMINED BY BUILDER ACCORDRqG TO GRADE. NQ,TE: P, ET~G WALL SIZE AND LOCATION TO BE .[DETE3LMINED BY BUILDER ACCORDING TO GRADE. MEC CAL/ STORAGI 4" CONCRETE SLAB / sTooPxS9W': ? BASEM NTP _ .N! ~SCAL~- '" 'I74":1 cJ6 O PROJECT This license entiHas tho Licensee to conslmct only one home from this plan. The license is non-transferable. This plan can not legally be reproduced, except by Stephen S. Fuller, Ina., Design Traditions, InD. and/or American Home Gallery, Ltd. NON-EXCLUSIVE LICENSE TO BUILD ONE HOME ©2000 Sle~sn Fuller Amedoan Horn Oalle~/, Ud, DATE DT 227 FOUNDATION / BASEMENT PLAN SHEET D1 of 7 DOOR SCHEDULE CASING NO. SIZE TYPE DESCRIPTION ]D,I OUT QTY. 01 2-1'4'x6'8" INT 6 panel B"'p A~-p .2 02 2-1'4'x6'8" IHT 6 panel l~p C-p 1 03 1'6"x6'8' INT 6 panel B-p C-p 2 04 1'6"x6'8' llqT 6 panel A-p C-p 2 05 2-1'6"x6'8" IIqT 6 panel B-p C'-p 2 06 2'0"x6'8" INT 6 panel B~ C-p 2 07 2'0' IHT glass shower B-p file ! 08 2-2'0"'x,6'8" E'qT 6 panel C--p C-p 1 09 2-2'0"x6'8" EXT French C-p BM 10 2-2'0"x6'8' llqT 6 panel' B-p A-l> 1 11 2-2'0"x6'~1,~" IHT 6 panel B-p C-p 1 12 2'4'x6'8" INT 6 panel C-I~ C-p 3 13 2'4"x6'8" IHT 6 panel B--pi B-p 6 14 2'4"x6'8' llqT 6 panel C-p B-p 2 15 2'6"x6'8" INT 6 panel C-p B--p 1 16 2'6'x6'8" llqT 6 panel A-p B-p 1 17 2'6"x6'8" EXT 6 panel A-p C-p 18 2'6"x6'8" INT 6 panel B-p B-p 3 19 2-2'6"x8'6' BXT special French w/arch head A-p Ix6 w/BB 1 20 2'8"x6'8~' Il,IT 6 panel C--p 1 21 2'8~x6'8' . IRT 6 panel B-p B-p 1 22 2'8"x6'8" EXT 6 panel B-p C--p 1 23 2'8"x6'8' EXT 9 lite wi i2" trans C-p BM 1 24 3'0"x6'8" EXT French w/12" txans B-P BM 1 25 9'0~x7'0" EXT paneled garage BM__ 2 LEGEND BB Bacl~ Band BM Brick Mould A,B,C type of casing P Paint S Stain Note: Sea sheet 7 fOE casing profiles WINDOW SCHEDULE EXTERIOR TYPE SIZE CASING DESCRIFrlON QTY. A 2'0'x5'2" Bay DH 2 B 2'0"x6'2' Bay DH 1 C 2'4"x4'6~' BM DH 4 D 2'4"x5'2" BM DH I 3 E 2-2'4"x4'6' BM DH wi 4" mull 1 F 2'8'x.3'2' BM DH O 2'8'x4'2" BM .... ~r T,' '+DI~[ 1 { 2-2'8"x5'2" Ix8 w/BB ~'j}' ~'Li: DIt w! 6':mull ' K 2'8"x6'2" Ix6 w/BB 'f' STAT w/arch head 2~ '"~'~..... L 2'8"x7'0" wY see detail "I(" al'ch head wi16" ululi .'.; 1 2-2'8"x6'6 ,', ,, ,r! M 3'4"x5'2" Ix8 w/BB ar~:{i head STAT lq 3'8'x5'2" BM DH 1 O 4'0"x4'2" Bay STAT 1 p 4'0"x5'2" Ba}( STAT 1 Q 4'0"x6'2" Bay/BM STAT 5 LE(]END BB Back Band ' BM ' Brick Mould DH Double Hung STAT Stationary ' SQU FOOTAGE sm Ammw r FIRST FLOOR 1,360 htd. s.f. SECOND FLOOR 1,400 htd. s.f. TOTAL 2,760 htd. s.f. NOT INCLUDED OPEN 70 hid. s.f. NOTES: 9'-0" FOUNDATION WALL HGT. 9'-0" CLG. HGT. tST FLR. 8'-0" CLG. HGT, 2ND. FLR. OFS: OUTFACE OF STUD, OFM: OUTFACE OF MAS, ONRY CLG. HGTS. MAY VARY IN BsMT. ELECTRICAL PLAN KEY DUPLEX CONVENIENCE OUTLET , DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET 220 VOLT OUTLET ELECTRIC ODOR Op{~nATOR CEILING MOUNTEn INCANDESCENT LIGHT r}XTURE WALL MOUNTED INEANDSECENT LIGHT FIXTURE RECESSED INCANDESCENT LIGHT FIXTURE SCALE.: ' 1/4~ 1'~0'', .! coptic, 1991 $ ephen $. ICuller, Inc. IZ 9'-tY' CLG HG:L }4;10" &'-O" er/,/ ~. This license entitles the Ucensae to construct only ons home from this plan. The license is non-lrans~rable. This plan can not legally be reproduced,exce t by Slophen S. Fuller, Inc., Design TradiUons, Inc. and/or ~marioan Home Gallery, Ltd. NON-EXCLUg{VE UCENSE TO gUILD ONE HOME ~O00 Slephen Fuller Amerfcan Homo Gallery, Lid, DATE DI 227 FIRST LEVEL FLOOR PLAN SHEET D2 of 7 ' DOOR SCHEDULE NO. SIZE TYPE D~.~CRIPTION .IN OUT QTY. 01 2-1'4"x6'g" IHT 6 panel !B-p A-p 2 02 2-1'4'x6'8' INT 6 panel B-p C~p 1 03 l'6"x6'g* INT 6 panel B-p C-p 2 04 1'6'x6'8" IHT 6 panel A-p C-p 2 05 2-1'6"x6'8" INT 6 panel B-p C-p ' 2 06 2'0"x6'8' iHT 6 panel B-p C-p 2 07 2'0' INT glass shower B-p file 1 08 2-2'0'x6'8" BqT 6 panel C-p C-p i 09 2-2'0'x6'8' EXT French C.-p BM 1 10 2-2'0"x6'$' IHT 6 panel* B-p A-p ! 11 2-2'0'x6'8' RqT 6 panel B-p C-p 1 12 2'4'x6'8' IHT 6 panel C-p C-p 3 13 2'4"x6'8" n~' 6 panel B-p B-p 6 14 2'4"x6'8* IHT 6 panel C-p B-p 2 15 2'6'x6'8" IHT 6 panel C-p B-p 1 16 2'6'x6'8' INT 6 panel A-p B-p 1 17 2'6'x6'8" EXT 6 panel A-p C-p 1 18 2'6"x6'8" INT 6 panel B-p B-p 3 19 2-2'6"x8'6' EXT [, special French w/arch head A-p Ix6 20 2'8"x6'S" INT 6 panel C-p 21 2'8'x6'8" llvr 6 panel B-p B-p 1 22 2'g'x6'g" EXT 6 panel B-p C-p 1 23 2'8~x6'8' EXT 9 lit~ wi 12" trans C-p BM 1 24 3'0'x6'$" EXT Freach w/12' frans B-p BM 1 25 9'0"x7'0" EXT paneled garage BM 2 LEGEND BB Back Band BM Brick Mould A,B,C type of casing P Paint Note: See ~hnet ? for casing prOfi!es WINDOW SCHEDULE I~X'I'~RIOR TYPE SIZE CASINO DF-,SCPAPTION QTY. A 2'0"x5'2" Bay DH 2 B 2'0'x6'2' Bay DH 1 C 2'4"x4'6" BM DH 4 D 2'4'x5'2" BM DH 3 E 2-2'4"x4'6" BM DfI w/4" mull F 2'8'x3'2' BM DH 1 O 2'8"x4'2' BM ' , ,,,-,~ ' DH H 2'8"x4'6" lx6w/BB DH(BM@S/R) .~i:, .~ 4 ~... I 2'8"X5'2' BM,q? I'!L¢ ":31~ ~'DH ', i "7" 3 ' J 2-2'8"x5'2' lx$ w/:'BB ,'.i":: DHW/16' mull K 2'8"x6'2' Ix6w/~B i:~,l'* .' ~'rAT~atchhead' L 2'$"x7'0" w/ see delaiE '"'itrch he~dw/6' mull~,f'?',, , 1~'-~" ',, 2-2'$'x6'6' ' ' M 3'4"x5'2" 118 v~/BB arcll head STAT ' 1 N 3'$'x5'2' BM DH 1 O 4'0"x4'2" Bay STAT 1 P 4'0"x5'2" Bay STAT 1 Q 4'0'x6'2" Bay/BM STAT 5 BB Back Baud BM Brick Mould DH Double Hung STAT Stationary SQUAKE FOOTAGE BREAKDOWN PIg,ST FLOOR SECOND FLOOR TOTAL 1,360 hid. s.f. 1,400 hid. s.f. 2,760 bM. s.L NOT INCLUDED OPEN 70 htd. s.f. NOTES: 9'-0" FOUNDATION WALL HGT. .9'-0" CLG. HGT. IST FLR. 8'-0" CLG. HGT. 2ND. FLR. OFS: OUTFACE OF STUD OFM: OUTFACE OF MASONRy CLO. HGTS. MAY VARY IN BSMT. ELECTRICAL PLAN KEY DUPLEX CONVENIENCe'OUTLET . DUPLEX OUTLET ABOVE COUNTER WEATHERPROOF DUPLEX OUTLET HALF-SWITCHED OU,PLEX OMTLET DUPLEX OUTLET IN FLOOR 220 VOLT OUTLET CEILIN{] MOUNTED IMCANDESOENT LIGHT FIXTURE WALL MOUNTED iNCANDESCENT L1GHT FIXTURE RECESSED INCANREiECENT L GHT FIXTURE EXHAUST FAN/LIGHT COMEINATION FLUORESCENT LIGHT FIXTURE CEILING FAN/LIGHT NO. '8'-0" CLG. HGT;' ! : 8'-0" CLG. HOT. t / 8'-0~ CLG. HGT.: lo, ff,~, I~!°~ "4' SECOND LEVEL FLOOR ,P AN: ............ ', PROJECT fl) NON-EXCLUSIVE LICENSE TO BUILD ONE HOME ~OOB ~8phen Fuller,4merican Homo Gallery, Ud. DATE DT PROJECT /TUBE NO 227 REVISED SHEET TITLE SECOND LEVEL FLOOR PlaN SHEET D3 of 7 'SCAL]E: STAIR:" DETAiL i . NOTE: ALL OVERHANGS ARE 1'0" FROM OUTFACE OF STUD, EXCEPT ~ NOTED. rR~OOFPLA~' ; ' ~', NOTE: ROOF RAISED v~TH KNEEWALL,i, ISEE ELEVATION FOR ~IGHT. , ~[ I This license entitles the Ucensee to consku~t only one home from ~his plan. The license is n~-Iran$~e ab e Th s plan can not legarly be reproduced, except by S epben S. Fuller, nc Des gn T adillons, Inc., and/or American Home Ga ery, Ltd. NON-EXCLU,~VE UCENSE TO BUILD ONE HOME ~2000 Steph~n Fuller AmScan Home Gallop/, Ud. DATE DRAWN/CHECKED D'1- 227 PROJECT/TUBE N0. ROOF PLAN & DETAILS SHEET D4 of 7 PROJECT ! ~ ~ ~ ~ ~ .~ ~ Design T aditions, Inc., an~or American Home Ga le~, Ltd. .... ~~~~~' -" ~' . . . ~~ - ~-'...-.....~~1~ =~- I~1~ ' ~~. '~=, ~ . q~lfle Tr~.m~, or ~e na~e~en Fei er. or ,n~ &flyable lher~ ~ ~lII IJM ;11 I IIkHII , J g ***.,.,*,-=-.,**,.., I II ~ ~ ".:' .......... ~ ................ / '1/' .~ q ':~~ ,. ,1 ,7 ~,:.:,~ ~,~ ~.}.u~ ~ ..... ~ ,, . -... ' , ~ . . =&J . . .~.e I I a J,~ */~*¢,~ .~ ~ . ]~.1~1 iU~l i~l I~l ~ ~l I'~ ~ I ~. III Igl ~ .~¢~ ,~ .... . , ~ . ~1 ~lW ~ ~~'~"~ ~ '' '~ . :~- = ' ; ' '-- ~ /' I ' ', -'-~r ' ' ' DT -~ I I ' fill I ~ ~ ~t~s ~ ~ ~u~, ~ ....... .~ ........................... ~ r ~/~ ~,=..o_v · -- , ' ~o, ~ ~.~s ~,~ ~ . ,, ,. : c, ~ ' ~'~ ~ 227 ,. · ....... . ' ' , :,: ,~,-- ,,~ .-.-----, I :>~ ,,- ' -- ,,*- "~N ~%~,~,~ ~ ' ' ....... ' . , ' , ".. /, . D5 of 7 / If ~zp LkJSuL. J ~~?'TYPICAI, coRNIC DETAIb: r~* .~MN/DECK D ..T...A..I~L 8 SCALE: l/2":l'-ff' , O~ 12' 12: W OWB X E L SCALE: I 1/2": I'-0" · iI '~GALLERY:, .ATTIC ,,BEDROOM. NO..4, d ~ : TRANS, VERSE BUILDING'S~!QNi PATIO This license entitles the Licensee to connlmct only one home from this plan· The licence in non- ans~ al) e Thin plan can not legally ~e reproduced, except by @(ephen S, Fulle nc Denign T adition8, Ine,, and/er American Home Gallery, L~. HON-FJ(CLUSIVE UCENSE TO BUILD ONE HOME ~2000 ~ephen Fuller A~d~n Ho~Gal~ry, Ud, DATE DRAWN/CHECKED DT 227 REVISED TRANS. SECTION & DETAILS SHEET D6 of 7 PROFILE "A" TYPICAL CROWN PROFILES NOTE: ALL MOULDING PROFILES ' SHOWN AT FULL SCALE. REFERS TO WOOD MOULD. ROOM FINISH SCHEDULE NO, ROOM NAME FLOOR" WALLS CEIliNG CROWN C. RAIL BASE E~MARY~ 104 laundry vinyl SR-p SR-p, 105 ' ki~he~ tile SR-p SR-p 108 powder hardwood SR-p SR-p SR Sh~ol rock ..... .' PROFILE PROFILE "C' L~aE d~N ,PROFILE "D" PROFILE TYPICAL CASING PROFILES PROFILE "B" PROFILE "C" PROFILE TYPICAL STAIR RAILING PROFILE PROFILE "A' PROFILE "B" P_ROFILE "C' PROFILE' "A" TYPICAL BASE PROFILES [ Copy!Or I TYPICAL CHAIRRAIL ' PROFILE -. PROJECT This license entitles the Ucmemee to construct only one home from this plan. The license S nnn-lransferab e Th s p an can not legally be reproduced, except by Slephe~ & Fuller Inc, Design TmdRions, Inc., and/or American Home Ga ery, Ltd. NON-EXCLUS{VE UCENSE TO BUILD ONE HOSE ~2000 Stephen Puller Armeican Home Gallery, Ud, DATE PROJECT/TUBE NO 227 REVISED TRIM PROFILES & FINISH SCHEDULE SHEET D7 of 7 i h ~5. \ Cj.?. % II FIRST LEVEL CEILING/SECOND LEVEL FLOOR FRAM I N G ' LEGEND ~ARNG[ WAL~ ~--~'*~---'~'-~.,---- WALL ABOVE .LEVEL SEINQ FRAMED ~ ~TACKtN G WALL ~- ~OINT LOAD FROM ABOVE ~ ~UPPO~T B~LOW ~,. FRAMING DIRECTION BEAM/HEADER LINE E J. FLObE' ~OIST C,J. CEILING I rD-t FIRST ~LOOR ~[~M N~ 2B-1 SECOND FLGDR BEAM N~ ' Ca-I CE L~N~ BEAM N~ RB-I ROOF BEAM N~ U,N,O. UNLESS NOTED OTHERWISE W.W,E' WIRE 'WELDED F~B~IC, P.T. PRESSURE TREATED O.C, ON CENTER A,RA. AMERICAN PLYWOOD ASSOC ATIQN F ~ FLITCH PLATE H.-I PLEADER N~ K/lc PLAN FI RST LEVEL FLOOR FRAMING PLAN II Ill II Ii '1 I ',, II Il II SECOND LEVEL CEIL, lNG FRAMING klOTD: t ~,L.L. CDIL.II4~ ..I'OI~'T~ Q, ALL PROJECT This license snlilles the Licensee to consMuct only one home from this plan. The ficanse is ach- ana~rable, This plan can not legally ~ reproduced excep b¥SlephenS Fu e Inc., Des gn Tradi ions, Inc., and/or American Home Ga ery, Ltd, NON~XCLUSIVE LICENSE TO BUILD ONE HOME ~OOO ~ephen Fulbr Ame~lc~ Home Gallery, Ud. PLAN 227 SHEET TITLE STRUCTU RALS SHERT S1 of 4 PROJECT not I~ally ~ reproduce~ except by Slephen S Fu er Inc., Dasign Tradilions, Inc,, an~or Amedcan Home Ga le~, Ltd,  s~n, ~e T,~em~s, or ~ na~e~en Fa e, e any ~va <her~ :~', /. ' ~~~ r ~000 S~phen Fuller ~c~ Ho~ Garge., Md, Fulle, r~vldu~, ~ mue any ~d allrem~,, mey ma ha ,,m aw, ~ ROOF ~RAMING PLAN ~,' 118" '1~ O" SCALE ' = _ I ~, .,..., ,.,: ,,!, ~ ,, ~r, ~ ~ ~,~,r~=~ ',?'!'q'h,'~ ;'~',U' :'h'~ ,~,]~,~,~,~ I',J~ ,,.d ~,:,,~,,~,~,~ ~ ~.,.~ / ~,~, ~' ~' ,~ ~' ~' ,~[~4 ~ ~" '~t ~ .... ~ ~'l~ ~ ...... '~' ' ~ ~d,"r ,~ ~"m"~ ' '~'~'~'~' '~ :"~"' ' ' ' ' ~ ~ ~ d. ~phen S. Fairer, In~ mu~tmake eny m~m~, o~ ~an 'r~l~' 'X~ ~"~ ~ DT 227 STRUCTU~LS S2 of 4 ~LJI.4, H~lC, Hl' pT, G c:~.~ TO Ot,..~,l~' W/P'OWlP,.~ -~T IF* bo'r ~v~4~ 5T~F NOTE: ALL DETAILS NOT TO SCALE This license entiths the Licensee to censtrud onl,,/one home from this plan. The license ia non-tranderable. Thie plan can not legally be reproduced, except by Stephen 8. Fuller Inc. Design Traditions, Inc., and/or American Home Gallery, Ltd. NON~=XCLU$1VE LICENtlE TO BUILD ORE HOME ~2000 Sbphen Fuller American Home Gallery, Ud, DATE DT PROJECT /TUBE NO . 227 STRUCTURALS SHEET S3 of 4 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS ESE THE FOLLOUJIN~ APPROYED LISP METAL CONNECTOR5 FOR PROPEF=~ U. IINID R~=SiSTANT 4~ d~OOl::) CONSTRUCTION. FOLLOLLI MANIJFACTIJRE'5 RECOMMENDS=ID INSTALLATION INSTRLICTION5 TO ACHIEVE MAXIMUM BPLIFT LOAD FLOOR USP NUMBER 1ST. ADS5 2ND ADS5 WALL STUD METALSTRAP -- RIM BOARD SILL PLATE(S) -- ENDWALL )ESCRIPTION APPLICATION ~OLD DOWN ANCHOR CONNECT TO 1 SIDE OF ALL CORNERS TO FOUNDATION W/ANCHOR BOLTS HOLD DOWN ANCHOR KING STUDS CRIPPLE STUD HEADER JACK STUDS RAFTER -- RIDGE LEDGER RAFTER WALL STUD BOTTOM PLATE -- BATHTUB DOUBLE JOIST BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO I SIDE OF ALL CORNERS ON BOTH BOT. PLATE OF 2ND FLOOR AND TOP PLATES OF 1ST. FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER W/THREADED ROD FOUNDATION - STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK SI UDS FLOOR JOIST DEPTH IUSP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" 0 C. 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O C 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS ON ALL OPENINGE INSTALL 4'0" O C 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS 2ND. FLOOR WALL 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION INSTALL 4'0" C.C. 4"- 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS ~ ON ALL OPENINGS INSTALL 4'0" O.C. 8"- 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENLNGB CONC. SLAB 6 MIL. POLY GRANULAR FILL TYP. CONC. FOUNDATION DAMPPROOF EXTERIOR 6MIL POLY ON EXTERIOR EINFORClNG BAR KEYWAY FOOTING DRAIN TILE TYPICAL CONC FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. JSPNUMBER LSTA12 RT3 OR PT7 ~ES,CRIPTION I APPLICATION 1-t/4 x12 20ga BTRAP~- APPLY TO EACH JACK STUD ~ I/APPLY TO EACH CRIPPLE STUD CRICKET AT TOP-SIDE OF WALL SHEATHING SIDEWALL FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL -- MAINTAIN GAP ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR GAP TO PREVENT CAPILLARY ACTION LOCATION ALL OPENINGS ~,LL OPENINGS LOCAT ON USP NUMBERI ~ES,,CRIPTION APPLICATION ROOF LSTA24 11-1/4 x24 2Oga STRAPIAPPLY OVER RIDGE TO EACH RAFTERI LOCATION RAFTER -- TOP PLATE WALL STUD RAFTER USP NUMBER DESCRIPTION I APPLICATION ,, I CONNECT TO RTl0 10-3/4 x 18ga. TYDOWN ANCHORIEACH RAFTER ,, - I CONNECT TO RT20 121-1/8 x20ga TYDOWN ANCHORIEAcH RAFTER APPLICATION CONNECTEACH RAFTER TO PLATE TOP PLATE WALL STUD 4"-6"RAFTER 8"-12"RAFTER PLATENVALL SPTH4 STUD PLATE ANCHOR CONNECT OVER SLATES TO EACH STUD DBL SILL PLATE TERMITE SHIELD SILL GASKET ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) FOUNDATION 3/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" CC (CRAWL SPACE OR FOUNDATION) SILL PLATE TO FOUNDATION 2 STORIES 36" CC (CRAWL SPACE OR FOUNDATION) C/ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" CC (SLAB-ON-GRADE) RAFTER SIZEIUSP NUMBERI DESCRIPTION I APPLICATION 2x6-2x8 , LS26 118ga SLOPE HANGERIAPPLY TO EACH RAFTER / LEDGER L2X10 LS21~ 18ga SLOPE HANGER APPLY TO EACH RAFTER / LEDGER CATED BYvCE% ~ ~LRAAT~oTNO ~ H A N N EL AS REQUIIRED RAFTER~ M~AINTAIN VENTILATION ATTIC SHALL BE PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/158 OF THE AREA OF -- 2x4 LEDGER SOFFIT JOIST THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS OF 1/~ INCH IN DIMENSION. iD VENT CONTIN SOFFIT / EXT. PLYWOOD ~OFFITEID ~At/:~ ROOF \/ENTILATION / 5OFFiTEID tEA~'E-' DETAIL ~/ ~'~L THROUGH VENT PRE-MANUFACTURED RIDGE VENT FOLDS OVER RIDGE TO CONFORM TO SLOPE OF ROOF KEEP SHEATHING MIN. 1-1/2" FROM PEAK TO ALLOW FREE AIR PASSAGE NEOPRENE GASKET ROOF JAC:K5 4~ ~/ENT5 DETAIL ROOFJACK ~ DOOR FRAME USE 2X8 FOR BLOCKOUT 5LOPE DO0~ CONC. SLAB 6X6 10/10 WWM COMPACT FILL GRADE '& ,f '& ~ MIN ~ ¢: ~ ~JFORCING BAR DRAIN TILE ~ t 2" KEEP ROOFING NAILS OUT OF FLASHING EXTENDS UNDER SHINGLES AT 51DE UJ LL FL, SNIN STEELCOLUMN /' CONC. SLAB COMPACTFILL CONC. FTG. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTC. 1/2" AIR SPACE ',/4 AT ENDAND ~'.~ NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM SHEET METAL / 30~ FELT UNDER BEAM AT POINT OF CONTACT WITH CONCRETE OR CONC. BLOCK -YPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) #4 REINFORCING BARS SHIMS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ROOFING LAPS :LASHING AT ;IDES AND TOP 4" B/ ~X~, ~MM FLASHING LAPS (OOFING AT BOTTOM DOOR ESJLOC~K. OUT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"OC BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOIST GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR, iF ABLE, SET FIR JOISTS APROX 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE & REDUCE BUMP OUTS TYPICAL ~DEAM DETAIL / ESOTTOM t~EARIN~ SUBFLOOR JOIST STEELBEAM NOTCH JOIST AND ADJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX 1/2 OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SUBFLOOR JOMT STEEL BEAM PLATE (BOLTED TO BEAM) ENEFB L NOTED CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3), Dimensions shall take precedent over scaled drawings. DO NOT SCALE DRAWINGS). , The designer has not been engaged for construction superv's'on and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, There are no warranties for a specific use expressed or implied in the use of these plans. 5), Refer to the Window and Door schedule for exterior openings. 6), The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes, 7), The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc, 8). Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1), The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade, 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #4 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation, 5), Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6), Crawl spaces to be provided with a minimum 18"x24" access opening, Install one 8x16 cast iron founder on vent for every 150 sq. ft. of area, 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S, Residential Construct on Code. A 6-mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling, Drainage as per section R405 of N,Y.S. Residential Construction Code, FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR, Doug as F r. 3). Floors, walls, ceilings and rafters to be spaced at I6 inches c.c. unless noted otherw se. Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Deug, Fir, wall headers to have (2) jack studs and (2) full length studs on each side af all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable, All flush beams/headers to be installed with heavy duty galvinized hangers and tpplicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper Icad capacity unless noted on plans. 7). Provid blockingtbridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists under all bearin walls. 8), Provide insulation baffles at eave vents between rafters, Install draft blocking as needed. 9). Unless otherwise noted, all roofs and walls to have a m~mmum 1/2 thick, 4-ply F~ CDX exterior sheathing grade plywood, Plywoed to cover over plates and headers, 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subflcor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subflaor as per manufacture's instructions. 11). All bathroom walls to dave 1/2" thick moisture-resistant sheetrock. Garage w,alls and ceilings and over furnace to have 5/8" thick type-x sheetrock, All other parts of building 2 have regular 1/2" sheetrock. All walls to be taped and finished. 2). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Fiat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. All sill plates and wood in contact with concrete to be pressure treated. Sill plates to with a foam sill gasket and cop-r-rex termite shield or approved equal. t . WIND FRAMING NOTES 1), RIDGE TO-RAFTER ASSEMBLY: -1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. lar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated nulmber of 8d nails in the strap, 2), RAFTER-TO-WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling (or truss to top plate shall be in accordance to table 3,3. When a rafter or truss do not fall in liine with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections, Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c, 3), WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a fleer level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not falll in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3, 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors, Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block bundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the an[chef bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners, TYPE I EXTERIOR SHEARWALL CONNECTIONS: exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o,c, at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o,c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3,15a-b, 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3,14 shall be permitted to be increased when interior shearwalls are used, Sheathing and connections shalll be in accordance with 2.4,4.2 and 2.2.4 respectively, 8) CONNECTIONS AROUND EXTERIOR. WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connecters in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be at~tached to each rafter-to-ridge along the open ceiling part of the building, Connections to the ridge and wall shall be be ittached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber, All fasteners, hangers and anchors to be galvinized or stainless steel. 2), Girders for deck joists to be bolted te each post with washers and nuts. Girders on concrete piers shall be anchored with proper stee,I connectors anchored into concrete with a minimum t/2" die x 7" long anchor bolt wlith washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x112" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bait with washers alnd nuts. Footings Shall be 3 ft, below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. ). Deck joists to have blocking at 810 , A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored te girder(s), 8). Covered Roofs shall be assembled and anchored the same manner as a typical building, PLUMBING NOTES 1), All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code, 2), Verify septic system with the Engineer for Suffolk County Health Department approval, )). If wall studs, plates or oists are cut out during installation for any plumbing related work, }rovide adequate bracing and plates to protect and secure the structure, Vet fy w th the ;tats code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1), Mechanical subcontractor is responsible fer adhearing to all applicable codes and safety requirements, 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval, ELECTRICAL NOTES: 1 ). All electrical to be installed as per NY.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter, o)i Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 N,Y.S, Residential Construction Code. NAILING SCHEDULE ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE 2 - 8d COMMON TO RAFTER END NAIL RIM BOARD EACH END 2 - 16d COMMON TO RAFTER END NAIL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO '2 - 16d COMMON PER FACE NAIL TOP PLATE FQOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD O,C. NAIL 16" C.C. FACE HEADER TO 16d COMMON ALONG EDGES NAIL HEADER TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL SOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST, 2.16d COMMON FOOT SEE NOTE: 1,2 END JOIST OR BLOCKING FLOOR FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON, JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHING: JO,NTDESCR,PT,ON SP%G STRUCTURAL PANEL 8d ASwP cRMTA LBEc3.8 CEILING SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING GYPSUM 7" C.C. EDGE / 5d COOLERS WALLBOARD 10" O.C . FIELD1 WALL SHEATHING: NAIL NAIL IOINT DESCRIPTION QTY. SPACING STRUCTURAL AS PER TABLE 3,9 8d COMMON PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" C.C. EDGE PLYWOOD 6" C.C. FIELD GYPSUM 7" O,C. EDGE WALLBOARD 5d COOLERS 10"O.C, FIELD FLOOR SHEATHING': JOINT DESCRIPTION NAILQTy. I SPACINGNAIL STRUCTURAL PANELS ........ I 6" O C. EDGE 1 OR LESS ca uu~VllWUNI12,, O.C, FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, 1 ). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge, If wall sheathing is nailed 3" on-center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path. 2), When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot. PLAN CONTENTS: OCCt. JPANC"r' CLASSIFICATION I R3 RESIDENTIAL BWILDrN~ LISEIREBIDENTIAL DLUELLING I E~UILDING HEIGHT TOTAL S~, FT, OF CONSTRUCTION P~E$CRIPTIVE AS PER N.¥.5. RESIDENTIAL CONSTRLJCTION CODE AND ]BC~E 5BO NIGH LUIND EDITION, LUOOD FRAME CONhTRLJCTION MANUAL FRAI-IING ELEMENT5 A5 PER FLOOR PLANS, CROh~ SECTION AND GENERAL NOTES EXT. BALCONIES DECK5 40 ATTIC5 ~u/o STORAGE 10 DESIGN LOAD CALCULaTiON5 ~OOF (~OUND SNO~ LOAD) 45 ~OOM~ (OTNE~ TNAN 5LEErINg) ~00~ (SLEEPINg) 30 ~AU~AIL5 (AN% Df~ECTION) 200 (ROOF - FOUNDATION) ~ETAIL PAGE ~ GENERAL NOTE PA~E NAILI[N~ SCHEDULE SEE GENERAL NOTE PAGE EGRE55 SEE FLOOR PLAN5 AND ~INDO~ SCHEDULE FI~E P~OTECTION (SMO~E ~ 002 ~ETECTORS) ~ SEE FLOO~ PLAN5 ENERG~ CALCULATrON~ ~EhCNEC~ 3,5 RELEASE I CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED MODERATE SLIGHT TO 45 LBS. 120 B SEVERE 3 FT. TO HEAVY MODERATE 11 ~ ~ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PER.IMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" C.C. SEE NOTES: 1,3 SEE NOTES: 1 ( BOTH FIELDS) IINTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" O.C, NOTE: 2 FOR PANEL FIELD i GABLE ENDW,ALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8d COMMON @ 4" C.C. SEE NOTES: t,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1 ). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the reef peak, the 4 foot perlimeter edge zone attachments required shall be used. 2). Tabulated 12 inch a.c, nail spacing assumes sheathing attached tc rafter / truss framing members with G>0.49. For framing ~embers with <O,42<G<0.49, the nail spacing shall be reduced to 6 inches o,c, 3). Tabulated 4 inch c.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing memlbers with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o,c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD SEE NOTES: 1,3 ( BOTH FIELDS 4' EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" O.C, NOTE: 2 FOR PANEL FIELD INTERIOIR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud frami~'~L, mem~ G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced t~6,i~r~kliir~ 3). For exterior panel siding, galvinized hex nails shall be permitted to be substitute~ ~m~rf~ ,-~ P~OVIDE 5/¢" TYPE-X 5NEETROCK FIRE STOPPIN~ ~\X~ )_~_11 AT IO'O MAXIMUM PITTANCE5 FOR NON L~ITN 7-MA× TRIPPLE PROTECTIVE COATIN~ FOR GONTACT I~IITFI INSTALL I - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR ALTERNATIVE FOR OPENING PROTECTION TABLE 1609,1.4. WlNDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS I FASTNER SPACING (INCHE~) FASTNER PANEL SPAN ~2 FEET < PANEL ~ FEET < PANEL 6 FEET < PANEL TYPE < 2 FEET SPAN <4 FEET SPAN"~ 6 FEET SPAN < 8 FEET 2-112" # 6 A/OOD SCREWS 16 16 12 9 2-112 #8 A/OOD SCREWS 'f 6 16 16 12 WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4,-, 1609,6.5 AND TABLE 1609,1.z-) WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL FOR WALL OPENING PROTECTION 0F120 MPH Z-SECOND WIND GUSTS ( MAXIMUM MEAN ROOF HEIGHT: 35') SHUTTER ASSEMBLY N.T,S. FOR PANEL SPANS: 0 < 4'0 WIDE SPAN 25/.52'" APA SPAN-RATED 48/24- (OVERILAP AROUND OPENINGS 4") SHEATHING GRADE ASSEMBLY: ATTACHING STRUCTURAL PANEL: #10 (w/ WASHERS) GALVINIZED WOOD SCREW @ 16" O.C. PLYWOOD FASTEN TO BUILDING w/ OR STAINLESS STEEL TO BUILDING: w/ #10 ALTERNATIVE FASTNER FOR SHUTTER #10 TEE NUTS ATTACHED TO BLDG. MACHINE BOLT @ 12" O.C. W/ WASHERS) SHUTTER ASSEMBLY 25/52" APA (OVERLAP N.T.S. FOR PANEL SPANS: 4.' OR WIDER SPAN SPAN-RATED 48/24 AROUND OPENINGS 4") SHEATHING GRADE 2x4- STRONG-BACKS @ 24" OC PLYWOOD ASSEMBLY: 1). PREASSEMBLE PLYWOOD TO 2x4-'S: # 10 (w/ WASHERS) STAINLESS STEEL WOOD SCREW @ 12" O.C. 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ #10 (w/ WASHERS) GALVIN[ZED OR STAINLESS STEEL WOOD SCREW @ 16" O.C. WASHERS) ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ MACHINE BOLT @ 12" O.C. GALVINIZED OR MULTIPLE SECTION ASSEMBLY: 1/4" THICK BOLTS @ 2' OC -- II II smo~ eno ~lno bml~oo o) s~aeoLI edl esllilns sensoil eidT nso ~slq ~idT ,eldm$~ens~l-non ei e~eoil eHT .eslq eiH) mo~ ,bL] ,~elle~ emoH nsohsmA ]o\bns ,.on1 ,~no ] bs~T n@ ~ ~MOH 3HO OJIU80T ~al4~31J 3VBUJOY3-140[4 ,bU ,~qslls@ smoH r~hemA]ellu9 ne~lqs]~ 000~ R3VO0 T33H8 TO ,I ,I %-.,.. stood eno¥,lno JULnl~noo oJ se~neoiJ sdJ ~sllUne eaneuil 8idT nso nelq airl¥ .eldmetenm~-non ei esn~il sdT .ns[q aid~ mon~ ~MOH ~HO QJIU80T ~8~931J 9VISUJOX~-HO~ \HOITAaHUO~ ~AJqTH3M38A8 Ta L H~I OT I4OITA30,I ~ ~XI2 J JAW OHII~[Aid~I :aTOl4 H/t OT HOITADOJ ~ HXI2 J JAW DI4IIiIATS~I :HT. OPIJ .~oa~o or o~o3~0:):)^ ~a.nua ya a~aaJ .SAJ2 qO ~IOT V~OJHa "I MWW 0l\01 ~{ { r' H'-S' 1 I \ \ \JADI~galVI ~OA,qOT8 aoq RQ ........... :8,idlm~da Ilaw boow.(lq "iii BOq O~ ........... -- . ......................... :lmm)slmoH ~ x 1 .apz ~l .......................... :~l~dda slmlq~A --. ............................. :hoovailq .tx[{ (Sx{,) ~ ~t~da 0{~{~ ........................... :b3=o8 q'(O .~b'( .duo ~ .pa OO{~,l ................................. :dakin :2ST0PI .TOH dAAW HOITAGPlUOH .3klq TSi .TOH :OdD "0"9 ..q.lq .Gl'I~ .TOH .OJO "0-'8 GUT2 ~0 ~9AqTUO :2qO Y2MOEAM q0 HDAqTUO :MqO .TME8 HI Y2AV YAM .2TOH .OJD Y3X..14A_~9 ,J~C)IFITOBJ~ l,'P//OO3IA;sr~13[ ,ffOATOOq H3{AUQB , .bari 0~£,I .b~d ~IOO,~l Ta31[d ~IOO,Fi (IPIODH2 JATOT OH(I[,/Jgkll TOIl .t.8 .b~ff OV HaqO .bU ,,8elkQ emoH nsohemA w11u~ nedqe2 000~ ~eon6rbli,mlq ~l~t a no~o~l~Om ,{r~ onNem nl be~xe sd t~Jm no~us~ J=lV3J T~3FII=I HAJq ROOJ~ T lo £a TO .-- I F H.IU(I.qHDE tlOOO DldI3AD .YTQ TUO I, ti HOITqL.(19g~G ,~q[YT M.~T2 .Oil I q-D q-D lormq i) TMI "Sq)~" 0'I:-£ 80 I Ma q-D rlon~:~q TXH "8'~z"0'Ii-E bluoM ~oh~ aJU(I~HD2 WOOHIW .YT~ HOfI'ql~D230 DMIgAD axIa a~I¥~ £ HQ la~ "g',~,x"O'£ A I HQ M8 "~'~'8'e H I TAT3 y~ "S'~"O'~ q bluoM ~uha Ma 3nuH slduoO Ha ~2 TAT2 :2aTOM .TDH J,-IAW I'[OITAGI'IUO~I "O-'t .II,lq 721 ,TOM .OdD "O"q .5t.lq .GH~ .TDH .OdD "0-'8 OUTZ HO HOAMTUO :8HO YMPlOSAM ~O HDAHTUO :MMO .TIMg8 I, ll YMAV YAM .ZTOH .OdD YMM MAJq JAOIRTD=IJ=I MV/O~i~-~I8 ~tOATOOH i~IAUQ8 .l.a .Nd 00~,I ' ~IOO.P:I TaMI~.i .lin .l~d 001,,I ttOO.l';l (Y~IODH2 .~.~ .Nd O~T,£ JATOT GBOUJDMI TOPI a.~ .m~ o.v MA~O ~MOH ~HO OJlU80T 3~HEOU aVI@UJOX~-~O!4 .bU ,~eJ{s~ ~oH n~cilamAlellu~ nMqel~ 000£0 H,.IU(][HHD2 WOGH1W ~tOI$IHTXa' .Y'ro PIOITq~DEH'(I DMIgAD .BXIE '35YT £ H(~ ~/~E[ "£'Ex"O'£ A b HG M/[ "b'~,x".}.'C D I Ha Ma -£'£x-8,£ ! liana ri) \w b~ dam',': ' lislsb aaa \w "O'Vx"8'£ .I b~oM ~uha gauH oI~o~ :2aTOId .TOH JJAW I, IOITAQViUOq "0"e .YlYlH T21 .TDH .OdD .Yldq .GM£ .TDH .OdD "0-'8 GUT,?, qO HDAqTUO :EqO yYlIdOEAM qO ~DA~ITUO :M~IO '.'TMEIt ldI YYlAV YAM .ETOH .DAD Y~){ VIAJq JAOIRTD:IJ::I T:~JTUO XaJqUO O:BHOTIWa-qJAH T~JTUO 3BOqRUq JAIOBqB ROOJR HI T~JTUO X~lJqUO T~JTUO TJOV Og~: MWOCDIA~I~[ aOATO0~ ~IAUOE .t.a .hid 0BE. I .1.~ .hi'd 0{~, I .t.a .Nd JtOO.Iq GMODH~ JATOT .t.a .Nd OV VIHc/O ~MOH ~MO QJIU80T ~M~OlJ ~VBU mOX~-MOmA ,Nm Aqe]lsO ~oH n~oilemA~elbq nedqaE nr, o~A -~lb~ .onl ,~bmT n ~ed ,,onl ,l~dluq ,~ n~l~qM8 b ¢id~ll edt ,~ laAJq qOOR ~JIAT:~a ,~ g to bO MOS~ "0'l a[Sl[A 2O~CAl-IStiP~O J JlA :et IOPI. .CI~{TOM Pdt.HIiW TqFTDXE ,(ITJT:B qO itDA'~I'I LIO ,.IJAW~lar/~ H flW ClaBIAS qOO~l ..~ i JiAT,a_CI:,.3IIAT8.: ol ,bU ,'¢elb~ emoH n~hemAlelluq ne~et~ 000~ ~HOITAV3J3 TO , F[OITAV.H J~{, '.~t CII:~.'. THDDIi ~.l si OmIATE)a ~ TQ JIAT3Q THHV \~M-qOG ,O ,'OITA~' L i DITTA. 31 , X xx ~ T lo 80 ~ .... emod eno ~lno ]MOH ]HO 0JlU80T ~8~4~01J 3VBUJOX~-H00 ,bU ,~ells8 emoH ns0i$~1ellu~ r~sflqst80DO~ 8E]Jl=lO~q MI~T ::IJUO::IHO8 H811413 ~, TO ~0~ ~dIqOJ~q "D" ~dlqOflq "1]~ ~JlqOJ:lq "A~ ~dIqOJ;lq ~tlATE 3ADIqYT 3dlqOflq OV[IfllA~ ,A' '3dr:lo,qq . ."O" 3dIqO.~l.._q "8' ~JI~lO,qq J!A~I~IAHD JADIqYT "A' adlqO,qq 83JIqOflq DHIgAD JADICIYT "8" ~tdlgOflq "A' adHO,qq gajlqO,qq 38A8 flAglqYT "A" 3dlqO.qq 83,1IqOflq Hwo.qD ,_IADIqYT 8ElJlqO.qq OI4I(IJUOM JJA :3TOH "M'W~' .3AAD8 ddUq TA 14WOHg- .(]jUOM (]OOWOT stood s,o ~lno bmt~,oa ol eeaneoi.J efll selfilne e~n~oil ~so ~slq miflT .eldmet~nsll-~o~ ai eeneoi[ erlT .nslq ~idl mint on lelluf1.8 neflqelS,~d lqeoxe,beoubmqm ed,{ll~gmllon .bU ,~e ~g emoH n~ohemA ~o\bn~ ,.onl ,e~o ] braT ~g aec] ~MOH ~HO QJIU80T ~SH~DIJ ~VBUJOX~-HOIA ,bU ,~ell~8 ~oH n~h~A1Bllu~ n~dqe2 8DD~ 8JARUTOURT8 ~ lo ~8 Ta / tt HAJq E)HIMAR;I ROOJ':I J3V3J TSRI=I Lt II h HAJq E) H I MAR=I E)HIJI30 J3V3J QtAO038 'il' HA.Iq L 0 '%J~l H'rl'w HAJq HOITAQHUO=I ',"7 "02l --"S*,l :3JA08 OHIMAR=I ROOJ=I J3V3J a HOO38\E)HIJI3D A3V3J TSRI'=I emorl eno '~lno lomle.oo oI e~..eoU edt eelIilne e,~iI ~IflT 3MOH ~{40 OJIU80T ~31] 3VIgUJOXH-IAO~I ,bU ,~]ella@ ~oH nHohemA]elluq ~el8 000~ ns~emA lo,bi ,ertl ,4neU~mT n~i~ea ,,ertl ,m]uq ,g ned~e~8 b ~dllI~ll edt 3 8J/%ClUTOUHT8 I~ lo £8 TQ I HA_lq ~)HIMARq stood eno ,~bo :ioml~oo ol essneoiJ s~l ~ellilne e~neoiI ~MT ~MOH ~HO allUe OT ~8!4BOIJ BVIBUJOX~-HO~I ,bU ,~ell~ emoH n~ci]emA]elb:{ n~dqel3 000~ 8JA~UTOUMT8 I~ lo &8 TO :8 t 3JAOa OT TOM 8_IIAT3(] JJA :3TOM r ~141T~3~=1 ,bU ,'~el[~ emoH n~hemA lelluq nedqe~ 000~ 8J/U;IUTOURT8 b lo TO 'sd~ yd b~d~tld~q ~o±~o~oD booW ~ot ~oi~soi~iosgE npi~ed ,~oi~aiooaaA a3o~bo~g ~s~o~ £snol~aX .i to asoaiq owff ~o bsai~q~oo ed llmdm a~sed be~sfq do,fig b~s ,haig eff~ ~o .,~woda aaenXoid3 ed~ ~o e~aiq lse~a ~£A MT8~ ~med sdT .xedme~ x £ ed~ 2o axis imagos ed~ o~ dSqeb al laupe .bna dome Sa asiod owS dSiw ~2e3neD no '8I Sa beueDpsSs no "0-'8 Sa pn±/oold biiom mo ~i9bixd ls~o@stb ~ x i ebivoxq 20011 edS lo ffsq~ 9dS o3 lellsx~q .y~losqao .V .8 .eaiw/ed~o beton aaelnu ~isupe 2o ~2iH-en~g sb~o£ ~oo= bn~ ,~all~9o ,a2ooi~ owS 9~32oqqua a/law buS8 .0i exuaae~q ed o~ e~e=onoo ~o ~noasm d~iw ~os~oo ni ~e~ui iiA .~i ,aasfg ed~ no nwoda anoi~ooi iim .8i~ IDA o~ ~oinoo fists qidans~=ow b~n l~i=e~sm ifa ~ oS ~ni~olffoo ~d ~oteb ed lfsda a~d palo~o~ieH ebivo~ .~a~ ~a:e~emsib ~md OE s~md ~aioxofnie~ lis qS~ p~tSool bsqqe~a o3 ~e~el) eqtq eH~ woied aa~q o~ ,eqiq bn~o~s iai~e~sa eldisaezq~oo ioid~ "i ebivo~ . (lls~eb ,adsle ~o ailsw al be3~i~eq sJmlo~ e~moo~ .adsIa iis ~i e~io~ lop,nos bassi ~o ~ss eaU ~SA o~ ~olnoo o~ ~ne~os~s e~$lq ilia xoi a~lod xodo~ 8HTO~ ~THHD~OD "'!'' ~ '/ abfew SS~d i/A .aebo2~oe£eXXOVH dSiw ebmm ed iimds ablew ifa .£ .shoo ~d bexiupex e2edw 32oqqua efdisaadmoo 2o lisa lmabiae~ no ~sed OS benFiaeb e~a agolsab~uo~ .I .be~piaeb-e= sd ~aum b~s biov · d~qeb ~o Soo~ ~eq lag ~ to 92uaas~q blu/t ~ySiansG ~o~oo~¢ b2abna~8 $8~ Ss ed o~ agal~ooi ~sbna elloB sds ~o eno :~bodSem 9niwoiio~ ,aegbs lis 3m be/sold ~boow~lq =oi=e=xe 8\~ b~o~d ~aid~eda ~aqy@ 2oi~e~xe "8\8 p~tqsai~) tag (amoo2 2edJo ifa) tag lag = bso~ svtJ = b~oJ bmeo 0£ = bmoa ~vid OS Ci abmoJ 2ooi~ leveJ 08 = bso~ 05 Ol = baol bmsG dqm 08 202 ~0£1 noi3osB eboD gnlbiius b=mbnsSB .bniw :abaol loo~ :bso~ bniW axis onineaO "0-'£ off gu "0-'8 ,yI~o 2saner S2oqq~a o3 ben@tasb e2a sefp~A .b~e dose ~ ~z~oa~m no "8 ie3n±£ %ae~ 3JUO]HD