Loading...
HomeMy WebLinkAbout37687-Z 77 Town of Southold Annex 12/30/2013 P.O. Box 1179 54375 Main Road Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 36676 Date: 12/30/2013 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 305 Lupen Dr, Cutchogue, SCTM 473889 Sec/Block/Lot: 97.-9-17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 11/30/2012 pursuant to which Building Permit No. 37687 dated 12/12/2012 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 WOODSTOVE. COVERED FRONT PORCH AND ATTACHED ONE CAR GARAGE AS APPLIED FOR The certificate is issued to Dickerson, Peggy (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-12-0062 12-17-2013 ELECTRICAL CERTIFICATE NO. 37687 09-18-2013 PLUMBERS CERTIFICATION DATED 09-27-2013 ee's Plumbing & Heating A h ed ignat re TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit 37687 Date: 12/12/2012 Permission is hereby granted to: Dickerson, Peggy 555 Lupen Dr Cutchogue, NY 11935 To: construct a new single family dwelling with attached one car garage & covered front porch as applied for At premises located at: 305 Lupen Dr, Cutchogue SCTM # 473889 Sec/Block/Lot # 97.-9-17 Pursuant to application dated 11/30/2012 and approved by the Building Inspector. To expire on 6/13/2014. Fees: SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,535.60 CO - NEW DWELLING $50.00 Total: $1,585.60 Building Inspector FN Form No.6 I ~ ~ I TOWN OFSOUTHOLD Lilli OCT -1 2013 BUILDING DEPARTMENT TOWN HALL 765-1802 °T 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 user 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 eleet6cal installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. 6mmercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance frormarchitect or engineer responsible for the building. 6. SubmitiPlanning Board Approval of completedsite plan requirements. B. For existing buildings`(prioi 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 I . Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.10, 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 $15.00 Date. /0 J New Construct ion: v Old or Pre-existing Building: (check one) Location of Property: ©S House No. Street 4 Hamlet Owner or Owners of Property Suffolk County Tax Map No 1000,'Section Block Lot Subdivision • = Filed Map. Lot: Permit No. Date of Permit Applicant: Health Dept Approvil: Underwriters Approval: Planning Board-Approval: . Request for. Temporary Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature SOUlyolo Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P Box 1179 Southold, , NY 11971-0959 roger. riche rt(a_town.southold.nv.us coum, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Robert Dickerson Address: 305 Lupen Dr City: Cutchogue St: NY Zip: 11935 Building Permit 37687 Section: 97 Block: 9 Lot: 17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RJ Corazzini Electric License No: 33419-me SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage x INVENTORY Service 1 ph 200a Heat oil Duplec Recpt 35 Ceiling Fixtures 17 HID Fixtures Service 3 ph Hat Water GFCI Recpt 9 Wall Fixtures 6 Smoke Detectors 3 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt 1-30 Emergency Fixture Time Clocks Disconnect 200a Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment: 200a overhead service, 2-combination smoke/co detectors, 2-exhaust fans, 4-paddle fans, 4fl lighting track, 4-ARC fault circuit breakers Notes: Inspector Signature: Date: Sept 19 2013 81-Cert Electrical Compliance Form.xls sa~ryo6 - Town Hall Annex Telepbone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 Southold, New Yat 11971-0959 , BUILDING DBPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Z2013 : Building Permit No. S 7 Owner: -Ko/, Pay (fit c.~~ro.~ (Please print) Plumber. Z c~.1 (Please prime 1 certify tbat the solder used in the water supply system contains less.tban 2/10 of I% lead. ers Si ure) Lac ~ ~ Sr1o - Sworn to before me this 2 -7 dayof Sepi-e r , 2013 n a IrIII l ~ L " : L~a C'I L[= n NotaryPublic, 5 vFFOL-e- County U UNDA&SCHOLL OCT ^ 1 2013 NotaryPublic, Sire of NewYak No. 30 4SB8259 GualHied in Suffolk CaaaYon CommissionEVireaMeY6,19~1`~' - BLDG. DEPT. - TONlN OF SOUTAOLD 3 F7~ *mmwv,6~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: a DATE INSPECTOR 1 / 3 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU ) [ ] ELE AL ) REMARKS: I DATE 17/1 3 INSPECTOR '3-7vvv~ii ~ b7 ~o3r'~F SOOT'y06 ~o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F NDATION 2ND- [ ] INSULATION [ FRAMIIA~ /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT M AMATION [ ] ELECTRICAL (ROUGJi [ ] ELECTRICAL (FINAL) REMARKS: O~ 03 os _ DATE INSPECTOR a ~ * ~OF 80UT,y0* I 3-7 U TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FO NDATION [ ] INSULATION [ V,, FAIN =STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUG ) [ ] ELECTRICAL (FINAL) REMARKS: DATE D 3 l3 l3~INSPECTOR 0 ~o#OF SON6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] Ff3bNDATION 2ND [ ] INSULATION [ /FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU9H) [ ] ELECTRICAL (FINAL) REMARKS: DATE ~3 rj INSPECTOR . L~ of So/it, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION 17 # MIND/ FINAL PLACE =CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONMUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE C INSPECTOR ooaf su~lyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ kf'ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i I DATE INSPECTOR ~""'l~ ~A- - 37~0:7- o~,I,OF 804Ty„_ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAF ECTION [ ] FIRE RESISTANT CONSTRUCTION [A- RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA REMARKS: DATE INSPECTOR 4-A # oOF80f/t'Ire 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 ELECTRICAL )ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: - xt~ DATE Coo 3 INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTI O [ ] FOUNDATION 1ST [ R H PLBG. [ ] FOUNDATION 2ND [ ]INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL F ) REMARKS: DATE (3 INSPECTOR o~,t,OF SO4Ty~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Q3 ^ I c7Z DATE INSPECTOR ~o'o SOUlyo6 f l TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)) ELECTRICAL (FINAL) REMARKS: DATE ( INSPECTOR 3 (1~~ ~ ~OF SO4ly ~CAMI1;~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] I LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR FIELD NRZP0RT DA=,g COMMENTS ro ~ to FOUNDATION (1ST) p0 y FOUNDATION (2ND) I 3 ROUGH G& PLUMBING? 1 i INSULATION PERN. Y. j STATE ENERGY CODE 77 FINAL ADDITIONAL CO NTS - 4l3- ~kePL~-b U0 rn w~ o x d ~ ~ e TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following, before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. 2 7 ~y 7 Check Septic Form N.Y.S.D.E.C. Trustees Flood Pennit Examined, 20_~ Storm-Water Assessment Form Contact: . 11 Approved r3 20~ Mail to: Nah w r Disapproved a/c O ` Phone: Expiration / fi3>20 I7 / ~Q -T 'Building Inspector APPLICATION FOR BUILDING PERMIT Date OaV 2b ,20 ]2 INSTRUCTIONS 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 areas, 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 shall 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, Suffolk 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. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder pE~ol ~7(ItiRA' Name of owner of premises DI(4(""soul (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 14nd on which proposed work will be done: /V 9iOFj L-urt . bal vl~-; 1i17~G~o4~U[~ House Number S eet p Hamlet I County Tax Map No. 1000 Section- 1 Block - / Lot /7 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy LA Vl-j b. Intended use and occupancy ~OV!6ae. At u.1 n fll le' tlI W C~uj'eA t. 6 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated cost ~c &-oI00D Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 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 33~ O 8. Dimensions of entire new onstruction: Front 4 D Rear 412 - 0' Depth Height ' + - Number of Stories 9. Size of lot: Front ~J0 1 0 y Rear 150 - 4 Depth 50' 0 u 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated C - '1"D 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ N04 13. Will lot be re-graded? YES1~-( NO Will excess fill be removed from premises? YES_ NOX 14. Names of Owner of p emises 2 Gk tvGavl Address W V L Phone No. Name of Architect & l h Address 14C4/ 16 VA Phone No Name of Contractor 1 )X Address OJ Wk, Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NOX * 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_;~Q * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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. 18. Are there any covenants and restrictions with respect to this property? * YES NO X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Na V\C /j f)LV,4 u( being duly swom, deposes and says that (s)he is the applicant (Name of individual sig ' g contract) above named, CONNIE D. BUNCH Notary Public, State of New York (S)He is the ~G s I g(I~ W No. 01 BU6185050 (Contractor, Agent, orporate Officer, etc.) Qualified in Suffolk county commission Expires April 14, 2d 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 t before me this gq dayof[~~Qn6A 20_L,~- r~P w f~1dF ` Notary Public S' Applicant Town of Southold - Chapter 236 - Stormwater Management SWPPP - Storm Water Pollution Prevention Plan Assessment Form GENERAL INFORMATION: (All R ustted Information is Required for a Complete Appfication) Appksal) a.~ C.7, 4 Id1il1~-Agwlt C ( e nsvf'li " PoputF nb s, Ity Addnma: AdbAIC r. elepleen AIR R FAIR V E-MW E-yaR P apayAtld - Brief DDne oTCahhlnamm ACWW PWPOW Sbecaaai BHA, Sal B.C.T.M. t. SmhGawe BI11Pe6 PrapaSmpe And/orSe"ance of CahMnhrtim Arndt' • hFr-MrMl+r Pq-wraae mAI oecehbaerr rww tanlad Mpah iLmeasisialpri dsWPPP: bA l~ - - Atlas O P - R FAIR n_7_aN_ rpfG- rlesadPwaphha Rrepeneata rarbnttllatlona Wia+whadlhaMh CeaeW Racgw: _ I- Add~ To' , 0; R l E-Mps: _ TaAlAn ufAt j ~,ry,~. raa w.patrd cy.tq r1 Phry.a Paerb: ofQLi.+J~r6 an~ratm.e oiwurio: a! pr./Awq aF./.e.h Pcy}et DUMUM sm End to l3 - I (NhRbsrrtl) ' . ~ ose phwr aw Will this Project Disturbs An (5) a More Acres at I'SZ°J . Any One Tyne During the Proposed Develainnat Z O EYERPMaAe QWFabwaW a. Does the Applicant have a 0=10W Inspecax On Staff To CahMrct the Raquted hepecdorM 7 m b. Dow the SWPPP Mdkeb How r-agm*the Sic List the NAMES w dnwlpdona as Paaadly bnpaerd WWhbnepn AVOW WW=d in"ecdons WE! Otxaar and for Whet PWW of Tone 7 Yee 0 i. c Does the SWPPP andfa Pamrenerd Soll S onn Lieaeurea ? Yes d Does the SWPPP Adequately Melly a Compete Project Phasing i e. ~ SWPPPPlanYhtlkaOe AddltleMl es sma a bnppatatl Wo-batly fag. TM L. 303(d) LYMtl, ahpMatl_.) Phacaae VWVM be UMaed M trhotea w SIM, ~y 7 O O I. Has the ARAcant Subrtltled a Completed DEC Nodes Of Insist and SWPPP Aceaptance Porn for Review 7yp.a bnpacbtlWaMbpdy:(hl`IW ehaak try, Paed,sanh4n a.uhrrr.e.w~ by Me Town of Southold 7 Yes No CONNIE D. BUN SPATE OF NEW YORK No. 01 BU6185050 C UN1Y OF SS Qual fled :n Suffolk County . .........Ate Commission Ex ire.5nl 1 , 2OJG 77haz I w _....y.,'.... ( d being duly sworn, deposes and says dta[ he/she rs tge applxairt'POrPem[, ti And that he/she is the ~.._r_.................Q.~~Q (Oww. Ca?epor, Cniparpr Onkx,eb.) Owner and/or representative of the 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 beK and . that the work will be performed in the manner set forth in the application filed herewith. Swom to before me this; I o(.:.k''71 day of....... V.. ` 201- Notary Public:..C.M. r- t :5.: w,( _ a SWPPP Assessment FORM: 03-12 D EE DEC • 3 Alt ~o~yoF sotiT,~ BLDG. DEPT. TDWA' Df SDL'THOLD Tam Halt Annex Or ~ . 5437S Main Road B 11179 ' roper.richertaWn.S011[tlO my.us Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Co~A2z, mac. Name: « License No.: - /ZlG--33 V/2 Address: O ,~L ? c r o n i? L?1'. 73 '~o (o Phone No.: 23L 752- JOBSITE INFORMATION: (*Indicates required information) *Name: 17*,6e~ 14- *Address: s j *Cross Street: *Phone No.: 23y /,o l9 Permit No.: Tax Map District: 1000 Section: Block: Lot: "BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YE O Rough In Final *Do you need a Temp Certificate: S NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 ISO 20 300 350 400 Other *New Service: Re-wnnect Underground Number of Meters Change of Serv Ice Overhead Additional Information: PAYMENT DUE WITH APPLICATION } 19w1 &Aoquest for inspection FotTn k TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET ~J, j VILLAGE DISTRICT SUB. LOTS ~iA -k7 v e U C. B d r C rid 1~ C h - FORMER OWNER J N E d ACREAGE S W TYPE OF BUILDING ZES. ; G SEAS. VL. FARM COMM. IND. I CB. MESC. Est. Mkt. Value LAND IMP. TOTAL DATE REMARKS fs.ltlctr j ,+~?o ~u 1. ~'fY/C:tiFi/..n~;.: ?F _~'f' ~ ()0 2•. )d 'GGi_ J~'D CtJ~;C/iAr?C?t~J~C ~u~~71 Cr_~`~ xf~~J r~F"~C~ u i1•• u % ?1 y J ` /V' V I l •A~ ,i~ uFLi _ L l , _ _ _ r AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Form Acre Value Per Acre Value FRONTAGE ON ROAD Tillable 7 BdLKk1EAD - i r , Tillable 2 DOCK Tillable 3 Woodland Swampland Erushland House Plot Toto I I I A Bldg. Foundation Both Extension Basement ! Floors interior Finish I Extension Lxt- Wallis - - - - - - T,_ I Extension I Fire Place I Beat - Porch; Roof Type - Porch; 'Rooms lst Floor Breezeway ; I Patio Rooms 2nd Floor i Garage Driveway Dormer I f I o. B. }o.? S.+ cCC ~.ocn i i I TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DISTRICT SUB. LOT i4k r rihQa~0 a f' Fl v ~Zd ueG GC t5~-.' =ORMER OWNER N E ? ACREAGE 1 ICl~(u~~u1r + S W TYPE OF BUILDING RES. fr SEAS. ` VL. FARM COMM. IND_ I Co. MISC. Est. Mkt. Value LAND IMP- TOTAL DATE REMARKS4 1= ' J 6 f/ 712 Z9-A31 , 3.23~z.f3~,'~a' eu ourr- C', , _Ir o 1110L ACJ V~6r2 F+ L7~11/~i • r tol AGE UILDIN CONDITI o _ NEW NORAhAl- BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD /Y -(j -;f'l, Tillable I BULKHEAD Ti I Tillable 2 DOCK ~ Tillable 3 - k ' T ~SG• VYoodland T Swampland Brushlond House Plot Total s* f t It I f - R.s 1 I ~I t t Y e f I Bath ' M. Bldg. ~orrndotian rV i Basement Y I Floors Extension Xt. Walls i Interior Finish - Extension ` I oJo 5: ~ ~.4•: - Extension - Fire Place _ E s Neat - -~T , , . ? - - s2- Porcfi ! Roof Type --i Porch Rooms 1st Floor -3- A _f-- - - - Breezeway Patio Rooms 2nd Floor - r f itfdfiveway I Dormer Garage O. B.?. 2. i G S o~S I am familiar with the STANDARDS FOR APPROVAL" RAIN RUNOFF CALCULATIONS AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES HOUSE & PORCH 1,648 SQ. FT SURVEY OF PROPERTY and will abide by the conditions set forth therein and on the permit to construct. 1,648x 1 x 0.17 = 280 CU. FT. AT EAST CUTCHOGUE The location of public water, wells, cesspools shown hereon are 280/ 42.2 =6.6 VF from field observations and or from data obtained from others. PROVIDE 2 DRYKELLS 8' DIAMETER x 4' DEEP OR EQUAL TOWN OF SOUTHOLD ANY ALTERATION OR ADD177ON TO 7741S SURVEY IS A WOLA7701V SUFFOLK COUNTY OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA7701V LAW. N. Y. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL C£R77F7CA77ONS 1000-97-09-17 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR SCALE.' 1 w=a30~ WHOSE SIGNATURE APPEARS HEREON. (OWELUNG) SEPTEMBER 6, 2012 ELEVATIONS REFERENCED TO AN ASSUMED DATUM. 15D'+) FE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LOT NUMBERS REFER TO "MAP OF SECTION (SEP¶C o.SN FE 2e'S ERMI7FORAFPROV SIDE Ce ONE HICKORY ACRES ALOFCONSTRUCTION FORA " FILED IN THE SUFFOLK 150.00 ! SINGLEFAMiALORESIDENCE FCON CONSTRUCTION COUNTY CLERK'S OFFICE ON APRIL 20, 1961 FES °.zN Lmy, AS FILE NO. 3325. o4M Ngp72'50wE WOOD FENCE ( C.P• °'Aw DATE N H.S. R F. No. 3 - APPROVED T N o., s o.SE D.7•w ~ TOTAL o MUM BEDROOMS Ri EXPIRES THREE YEARS FROPR DATE F APPROVAL O 0 D•P o A LOT 3 LOT 4 PROPOSED SEP77C SYSTEM Dw (FOUR BEDROOMS) Z 4s S [1] 1,000 GALLON SEPTIC TANK (PRECAST) x^ V PROPOSED [1] LEACHING POOLS 12' DEEP x 8' DIAMETER HOUSE • t*~ 6,' e F.F. EL 29 LOT 2 r o ow Z o ~i 49P1~' °TEST HOLE DATA FE I o, t.t'E A BY McDONDALD GEOSCIENCE $'1 7/9/12 ~ WELL O 10 MIN m 14W 0.5' DARK BROWN LOAM OL lP 'tn, ~I BROWN SILT ML ' q ~.T28.B I 3 N- 0. U ~ 27X PALE BROWN FINE SAND SP ,AI, 5• MM 150.00 o y S 97kp•410•E E i g8O72wW OF NEW r 5Q• , W O N87.00 OF PAVEM p_, 25.6' EDGE EL. L,~ NO WATER E ONi~o Z. ME7ZC'i- N DRIVE U 114 pugu,c VI z5.o' Lu WAFER IN BEET) 18 Eu (PUBLIC C WAS) CONIC YO (D,WNG Mm (631) 765-5020 FA -1797 ¦ =MONUMENT P.O. BOX 909 • =PIPE ~~C WAR) AREA=Z2 5OO SQ. FT1230 TRAVELER STREET F12-220 SOUTHOLD, N. Y. 11971 I am 'familiar with the STANDARDS FOR APPROVAL WEN RAIN RUNOFF CALCULATIONS SCDHS Ref.* RIO-12-0062 AND CONSTRUCTION OF SUBSURFACE SEWAGE I DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES HOUSE & PORCH 1,648 SQ. FT SURVEY OF PROPERTY and will abide by the conditions set forth therein and on the,, permit to construct. 1,648x 1 x 0.17 = 280 CU. FT AT EAST CUTCHOGUE The location of public water, wells, cesspools shown hereon are 280/ 42.2 =6.6 VF TOWN OF SOUTHOLD from field observations and or from data obtained from others. PROVIDE 2 DRYWELLS 8' DIAMETER x 4' DEEP OR EQUAL ANY ALTERATION OR ADDITION TO THIS SURWY 1S A WOLARON SUFFOLK COUNTY, N .Y, EX PSEC 7209 OF 7HE NEW YORK S TA 7E 77ON LAW. TnAS PER SECTION 7209-SUBDIW51ON ZEDUCA ALL CER7IFlCA7IONS 1000-97-09-I7 HEREON ARE VALID FOR THIS dAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 7HE SURIEYOR SCALE. ' 1 -z30 SEPTEMBER 6 2012 WHOSE SIGNATURE APPEARS HEREON. ELEVATIONS REFERENCED TO AN ASSUMED DATUM. (DWE xt~q 00 LOT NUMBERS REFERaTO MAP OF SECTION 5EP 150+1 zap - ~p z ONE HICKORY ACRES" FILED IN THE SUFFOLK 150• FE SUFFG r COUNTY CLERK'S OFFICE ON APRIL 20, 1961 FEN DWORKSFG~ AS FILE NO. 3325. p4i+ N8072!50»E W ice tDE~') r. SICK CE IL Ab -e o DO? { F 7 9M~ B .a 0. 26.3 The seWa9= disp°tW an6 ! - y faditld at ttxs b:ali0rt nave tu~•. R A w D.o n 0,3•E {715 afld'Of OMYGed D) th [ TEM W ohC! nib 1CI15 3:IO 1(M7n0 "F c..., M FOR n wu xlMW ~ti~- N 6atisfacton ~WLaiter-J. H Office of W Wte% c LOT 4 PROPOSED SEPTIC SYSTEM C.P. LO ¢ O r (FOUR BEDROOMS) Z t ? 91 [1] 1,000 GALLON SEPTIC TANK (PRECAST) ^v } 1HI SETY OR. 14 [1] LEACHING POOLS- 12' DEEP x 8' DIAMETER LO? 2 : r _ is r _ Dw - - 3 ar rte' o TEST HOLE DATA O BY McDONDALD GEOSCIENCE @*, ' se j LL 7/9/12 W s ~n t !4Y 0.5' DARK BROWN LOAM OL l > i U BROWN SILT ML I O -Jlt O p l <P S d I t PALE BROWN FINE SAND SP ~r , t 1 EL. 27. -I t4l• t - 150.M OF NEI,,/ O~P~ aT. MEp ; 17' l~ "470 E E 0012'50N WELL "827, EDGE OF PAVET EL. 26.9' ~01 't^ NO WATER ENCOONTERED ? t EL. 25.6• qCd p • t WATER) DRIVE, NPUC yUPEN c ~ wt 1. WKER IN N.Y.S. LIC. NO. 49618 (pUBVC `D ,NC WITM N13UC WATER) (631)N765-5020 0 AX (631) 765-1797 ¦ =MONUMENT WATER) P.O. BOX 909 1230 TRAVELERET 0 =PIPE p, NC WITH ~~C AREA=22,500 SO. FT. SOUTHOLD, N R S1971 F12-F20 Sal J. Turano PRESIDENT ['ABSTRACTS, INCORPORATED" Grace Mistretta SR. V.P., CONTROLLER Residential & Commercial Title Insurance since 1984 Thomas J. Turano SR. V.P., CLEARANCE OFFICE Peter J. Calvanese SR. V.P., COUNSEL SINGLE AND SEPARATE SEARCH r-lF .I~ III Date. December 14, 2012 1, DEC 3 1 2012 George Dickerson P;C 555 Lupen Drive _ IT" n~ ~^•'11101n Cutchogue, NY 11935 Re: Our Title No: ST-33144 Tax Map Des: Dist 1000 Section 097.00, Block 09.00 Lot 017.000 Address: 555 Lupen Drive, Cutchogue, NY 11935 Dear Sirs: ABSTRACTS INCORPORATED, an agent of First American Title Insurance of New York, Inc., hereby certifies to the Town of Southold, Suffolk County, New York that it has conducted a search for conveyances only in the Office of the Clerk of the County of Suffolk against the above mentioned premises and the adjoining premises from 4/23/57 to 12/5/12. Said search disclosed the following: SUBJECT PREMISES KNOWN AS District: 1000 Section: 097.000 Block: 09.00 Lot: 017.000 DEED Clayton H. Billard Dated 8/30/56 TO Recorded 9/4/56 Ada B. Wells Liber 4173 Page 173 (Covers subject premises and more) CORPORATE HEADQUARTERS MAILING ADDRESS AQUEBOGUE DIVISION 5B5 Stewart Avenue Suite 400 R.O. Box 2B 1 23 Maple Avenue Garden City, NY 1 1 530 Garden City, NY 1 1 530 Riverhead, NY 1 1901 51 B.SB3.1 000 fax: 51 6.683.0089 www.abstractsinc.com 631 .365.0200 - fax: B31.369.0199 Page 2 St-33144 DEED Pearl Wells Alden Dated 1/23/59 Mason Billard Wells Recorded 2/25/59 as Devisees under Last Liber 4591 Page 446 Will and Testament of Ada B. Wells, deceased TO Flora S. Luce George L. Penny III (Covers subject premises and more) DEED Flora S. Luce Dated 3/23/66 George L. Penny III Recorded 6/15/66 TO Liber 5974 Page 223 Paul Stoutenburgh Barbara S. Stoutenburgh, his wife (Affects subject premises only) DEED Paul Stoutenburgh Dated 12/4/82 Barbara S. Stoutenburgh, his wife Recorded 12/23/82 TO Liber 9289 Page 172 Paul Stoutenburgh (Affects subject premises only) DEED Paul Stoutenburgh Dated 5/16/97 TO Recorded 6/6/97 Paul Stoutenburgh Liber 11834 Page 414 Barbara S. Stoutenburgh, his wife (as to a 66 2/3 interest) and Peggy Ann Dickerson (as to a 33 1/3 interest) (Affects subject premises only) ABSTRACTS, INCORPORATED'" 5B5 Stewart Avenue PO. Box 2B Garden City, NY 1 1 530 - 51 6.6B3.1 000 fax: 51 S.BB3.00B9 Page 3 ST-33144 DEED Paul Stoutenburgh Dated 2/1/00 Barbara S. Stoutenburgh Recorded 2/15/00 TO Liber 12020 Page 821 Peggy Ann Dickerson (Affects subject premises only) LAST DEED OF RECORD ABSTRACTS, INCORPORATED'" 585 Stewart Avenue • P O. Box 2e- Garden City, NY 1 1 530 - 51 B.BB3.1 000 - fax: 516.683.0069 Page 4 ST-33144 PREMISES TO THE NORTH KNOWN AS: District: 1000 Section: 097.00 Block: 09.00 Lot: 014.000 DEED Clayton H. Billard Dated 1/4/55 TO Recorded 1/10/55 Paulding Stoutenburgh Liber 3821 Page 121 Barbara Stoutenburgh, his wife DEED Paulding Stoutenburgh, Jr. Dated 12/5/06 Barbara Stoutenburgh, his wife Recorded 12/20/06 TO Liber 12484 Page 273 The Paul Stoutenburgh Irrevocable Trust, Dated December 5, 2006 and The Barbara Stoutenburgh Irrevocable Trust, Dated December 5, 2006 LAST DEED OF RECORD OAABSTRACTS, INCORPORATED'" 585 Stewart Avenue - P. O. Box 28 - Garden City, NY 1 1 530 - 51 6.SB3.1 000 - fax: 51 6.6B3.CC65 Pages ST-33144 PREMISES TO THE SOUTH KNOWN AS: LUPEN DRIVE ABSTRACTS, INCORPORATED" 585 Stewart Avenue - P. O. Box 2B - Garden City, NY 1 1 530-51 6.683.1 000 - fax: 51 6.683.OOB9 Page 6 ST-33144 PREMISES TO THE EAST KNOWN AS: District: 1000 Section: 098.000 Block: 01.00 Lot: 018.000 DEED Clayton H. Billard Dated 8/30/56 TO Recorded 9/4/56 Ada B. Wells Liber 4173 Page 173 (Covers Premises under examination and more) DEED Pearl Wells Alden Dated 1/23/59 Mason Billard Wells Recorded 2/25/59 as Devisees under Last Liber 4591 Page 446 Will and Testament of Ada B. Wells, deceased TO Flora S. Luce George L. Penny III (Covers subject premises and more) DEED Flora S. Luce Dated 10/9/65 George L. Penny III Recorded 10/25/65 TO Liber 5846 Page 92 Robert E. Brown Mary J. Brown, his wife (Affects subject premises only) AABSTRACTS, INCORPORATED'" 5B5 Stewart Avenue P O. Box 28 Garden City, NY 1 1 530 - 51 6.683.9 000 fax: 51 6.BB3.0065 Page 7 ST-33144 DEED Robert E. Brown Dated 8/1/66 Mary J. Brown, his wife Recorded 8/18/66 TO Liber 6014 Page 582 Elizabeth Whitehead (Affects subject premises only) DEED Elizabeth Whitehead Dated 7/27/67 TO Recorded 8/11/67 Paul Stoutenburgh Liber 6201 Page 277 Barbara Stoutenburgh, his wife (Affects subject premises only) DEED Paul Stoutenburgh Dated 12/4/82 Barbara S. Stoutenburgh, Recorded 12/23/82 his wife Liber 9289 Page 174 TO Barbara Stoutenburgh (Affects subject premises only) DEED Barbara S. Stoutenburgh Dated 3/4/86 TO Recorded 6/24/86 Robert Dickerson Liber 10065 Page 375 Peggy Ann Dickerson, his wife (Affects subject premises only) LAST DEED OF RECORD ABSTRACTS, INCORPORATED'" 585 Stewart Avenue - PO. Box 28 -Garden City, NY 1 1 530 51 B.BB3.1 000 -fax: 51 6.683.0089 Page 8 ST-33144 PREMISES TO THE WEST KNOWN AS: District: 1000 Section: 097.00 Block: 09.00 Lot: 016.000 DEED Clayton H. Billard Dated 8/30/56 TO Recorded 9/4/56 Ada B. Wells Liber 4173 Page 173 DEED Pearl Wells Alden Dated 1/23/59 Mason Billard Wells Recorded 2/25/59 as Devisees under Last Will Liber 4591 Page 446 and Testament of Ada B. Wells, deceased TO Flora S. Luce George L. Penny III DEED Flora S. Luce Dated 10/4/65 George L. Penny III Recorded 12/9/65 TO Liber 5874 Page 244 Frank A. Chichanowicz Brenda M. Chichanowicz DEED Frank A. Chichanowicz Dated 2/12/99 Brenda M. Chichanowicz Recorded 3/2/99 a/k/a Cichanowicz Liber 11948 Page 775 TO Frank A. Cichanowicz III Brenda M. Cichanowicz ABSTRACTS, INCORPORATED'" 585 Stewart Avenue - PD. Box 28 -Garden City, NY 1 1 530 - 51 8.SB3.1 000 -fax: 51 0.683.0085 Page 9 ST-33144 DEED Frank A. Cichanowicz Dated 8/8/00 Brenda M. Cichanowicz, his wife Recorded 9/26/00 TO Liber 12073 Page 683 John Miller and Emily G. Miller, his wife LAST DEED OF RECORD Liability hereunder is limited to the amount charges for this search. ABSTRACTS, INCORPORATED BY: al J. rano Presid t SJT:mm State of New York) County of Nassau) ss: On the 14 day of December, 2012 before me personally came Sal J. Turano to me known to be the individual who executed the foregoing single and separate search, and acknowledge that he executed the same as President of Abstracts, Incorporated. NOTARY PUBLIC' ADAM JASSEY Notary Public, State of Now York No. 02JA3114360 Oua!ifiad in Nassau County b Commission Expires August 16, JIABSTRACTS, INCORPORATED 585 Stewart Avenue R O. Box 2B Carder City, NY 1 1 530 - 51 6.683.1 000 fax: 51 6.6B3.OOB5 REScheck Software Version 4.4.3 Compliance Certificate Project Title: DICKERSON RESIDENCE Energy Code: 2010 New York Energy Conservation Construction Code Location: New York County, New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 4910 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: LUPEN DRIVE NANCY DWYER DESIGN CUTCHOGUE, NY CONSULTING, INC. SOUTHOLD, NY Compliaricc: Passes using UA trade-off Compliance: 3.0% Better Than Code Maximum UA: 370 Your UA: 359 The % Better or Worse Than Code index reflects how close to cornpGance the house is based on code trade-off rules. It DOES NOT provide an estinale of energy use or mn relal W a rrrrinean-mde home. Assembly Area or R-Value R-Value e 1e Perimeter r Floor 1: All-Wood JDistrrruss:Over Unconditioned Space 1197 19.0 0.0 56 Ceiling 1: Flat Ceiling or Scissor Truss 927 19.0 0.0 47 Ceiling 2: Flat Ceiling or Scissor Truss 590 30.0 0.0 21 Wall 1: Wood Frame, 16" o.c. 2235 15.0 0.0 152 Window 1: Vinyl Frame:Dcuble Pane with Low-E 213 0.320 68 Door 1: Glass 30 0.310 9 Door 2: Solid 20 0.290 6 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other Calculations submitted with the permit application. The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4.4.3 and to comply with th a tory requi ants listed in the REScheck Inspection Checklist. Name - Title -sign atu Date J/ r ~ V , r- w p UI 05822` Project Title: DICKERSON RESIDENCE Report date: 11/27/12 Data filename: C:Wsers\Absolute #2\Documents\REScheck\TIRELLI.rck Page 1 of 4 REScheck Software Version 4.4.3 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Location: New York County, New York Construction Type: Single Family Glazing Area Percentage: 11% Heating Degree Days: 4910 Climate Zone: 4 Ceilings: ? Ceiling 1: Flat Ceiling or Scissor Truss, R-19.0 cavity insulation Comments: ? Ceiling 2: Flat Ceiling or Scissor Truss, R-30.0 cavity insulation Comments: Above-Grade Walls: ? Wall 1: Wood Frame, 16" o.c., R-15.0 cavity insulation Comments: Windows: ? Window 1: Vinyl Frame:Double Pane with Low-E, U-factor: 0.320 For windows without labeled U-factors, describe features: #Panes-Frame Type Thermal Break? YesNo Comments: Doors: ? Door 1: Glass, U-factor 0.310 Comments: ? Door 2: Solid, U-facts: 0.290 Comments: This door is exempt from the U-factor requirement. Floors: ? Floor 1: All-Wood Joist/Truss:Over Unconditioned Space, R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: ? Joints (including rim joist junctions), attic access openings, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed with caulk gasketed, weatherstripped or otherwise sealed with an air barrier material, suitable film or solid material. ? Air barrier and sealing exists on common walls between dwelling units, on exterior walls behind tubs/showers, and in openings between window/doorjambs and framing. ? Recessed lights in the building thermal envelope are 1) type IC rated and ASTM E283 labeled and 2) sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ? Access doors separating conditioned from unconditioned space are weather-stripped and insulated (without insulation compression or damage) to at least the level of insulation on the surrounding surfaces. Where loose fill insulation exists, a baffle or retainer is installed to maintain insulation application. ? Wood-burning fireplaces have gasketed doors and outdoor combustion air. ? Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ? Building envelope air tightness and insulation installation complies by either 1) a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2) the following items have been satisfied: (a) Air barriers and thermal barrier: Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. Project Title: DICKERSON RESIDENCE Report date: 11/27112 Data filename: C:\Users\Hbsolute #2\Documents\REScheck\TIRELLI.mk Page 2 of 4 • (b) Ceiling/attic: Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c) Above-grade walls: Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d) Floors: Air barrier is installed at any exposed edge of insulation. (e) Plumbing and Wring: Insulation is placed between outside and pipes. Batt insulation is cut to ft around wiring and plumbing, or sprayed/blown insulation extends behind piping and wiring. (f) Corners, headers, narrow framing cavities, and rim joists are insulated. (9) Shower/tub on exterior wall: Insulation exists between showers/tubs and exterior wall. Sunrooms: Li Sumooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight 1.1-factor of 0.75. New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: ? Materials and equipment are installed in accordance with the manufactumis installation instructions. ? Materials and equipment are identified so that compliance can be determined. ? Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Dud Insulation: 0 Supply ducts in attics are insulated to a minimum of R-8. All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Dud Construction and Testing: ? Building framing cavities are not used as supply ducts. ? All joints and seams of air ducts, air handlers, filter boxes, and building cavities used as return ducts are substantially airtight by means of tapes, mastics, liquid sealants, gasketing or other approved closure systems. Tapes, mastics, and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction. Metal duct connections with equipment and/or fittings are mechanically fastened. Crimp joints for round metal ducts have a contact lap of at least 1 112 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists, mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-Type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1) Postconstruction leakage to outdoors test: Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2) Postconstruction total leakage test (including air handler enclosure): Less than or equal to 12 cfm per 100 112. (3) Rough-in total leakage test with air handler installed: Less than or equal to 6 cfm per 100 11:2 of conditioned floor area. (4) Rough-in total leakage test without air handler installed: Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Temperature Controls: U Where the primary heating system is a forced air-furnace, at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the coding cycle. Lj Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ? Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. ? For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanicel and/or Service Water Heating (Sections 503 and 504). Circulating Service Hot Water Systems: Lj Circulating service hot water pipes are insulated to R-2. Lj Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ? HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Project Title: DICKERSON RESIDENCE Report dale: 11127112 Data filename: C:1UsersWbsolute #21DocumentslREScheck%TIRELLI.rck Page 3 of 4 + _.,Swimming Pools: Heated swimming pools have an on/off heater switch. Cj Pool heaters operating on natural gas or LPG have an electronic pilot light. Cj Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar- andlor waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface. For pools heated over 90 degrees F (32 degrees C) the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60% of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: Lj A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a) Compaq fluorescent (b) T-8 or smaller diameter linear fluorescent (c) 40 lumens par watt for lamp wattage 15 (d) 50 lumens per watt for lamp wattage > 15 and 40 (e) 60 lumens par watt for lamp wattage > 40 Other Requirements: Lj Snow- and is -melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a) the pavement temperature is above 50 degrees F, b) no precipitation is falling, and c) the outdoor temperature is above 40 degrees F (a manual shutoff control is also permitted to satisfy requirement'c Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values; window 1.1-factors; type and efficiency of space-conditioning and water heating equipment. The certificate does not cover or obstruct the visibility of the circuit directory label, service disconnect label or other required labels. NOTES TO FIELD: (Building Department Use Only) Project Title: DICKERSON RESIDENCE Report date: 11127/12 Data filename: C:\Users\Absolute #2\Documents\REScheck\TIRELLI.rck Page 4 of 4 PRODUCT SPECIFICATIONS 2479 Large Non Catalyc Wood Stove r 2911,0 1 (743 mm) 321 (M 11 n A ENNS Unif 24 1/2'(623 mm? Unit t: 32 1/2' 1826 mm) Unit : 29 114' (743 mm) ~g NICALIN 5 ION *up to 7 j..~.~.~. " mm) 1 r Bum rime: up 16 14 hours Heating Capacity: up to 2,400 sq. N. (223 m21 0~ l7 /Maximum Heat Output: 55;000 BTUs/hr. Efficiency Rating: 63% EPA Emissions Rating: 1.3 grams/hr. . Weight: 480 Ibs. 1218 kg) Flue Collar: 6' 1152 mm) round, reversible (864 mm) Firebox Volume: 2.8 cubic feet 1.08 m31 30 1/4• Clearances (with optional shields): (768 mm Bads: 15' 1381 mm) measured to back of stove top tt ~.yt Back: 9' (229 mm) measured to rear heat shield ,L'~(` Corner: 12 1/2' 1318 mm) TV Side: 15'(381 mml right side only FIELD INSTALLED ACCESSORIES • Variabl ivated fan kit (FK26) • Side h elf, l 19° • Flue 53/4° (483 mm) • Outsid rmination kit 0 I (146 mm) DEC 2013 A Brand of Monemen Hearth Systems Co. r P 149 Cleveland Drive, Para, Kentucky 40361 oi_o www.monessenhourth.com SEE BACK FOR MORE INFORMATION s F+`r PRODUCT SPECIFICATIONS 2479 Large Non Catalytic Wood Stove (CONTINUED) STOVE CLEARANCES UNPROTECTED SURFACE POCNECTED SURFACE Comer Corner Parallel lnsfolloffon Installation Parallel Installation installation side (A) Rear (a) Rear (C) Comer (D) Side (E) Rear (F) Rear (G) Comer (H) No heat shields 21' 26' 20' 211/2' 8' 20' 14' 161/2' (533 mm) (660 mm) (508 mm) (546 mm) (203 mm) (508 mm) (356 mm) (419 mm) Rear exit, flue collar 23' 13' 7' N/A N/A N/A N/A N/A heat shield (584 mm) (330 mm) (178 mm) Top exit, single wall, 15' 15' 9' 12 1/2' 8' 12' 7' 10" connector and (381 mm) (381 mm) (229 mm) (318 mm) (203 mm) (305 mm) (178 mm) (254 mm) right side shields'-2 Right Side Only Right Side Only Top exit, flue collar, 20' 16' 10' 12 1 /2' 8' 14 1 /2' 8 1/2& 12' double wall' (508 mm) (406 mm) (254 mm) 1318 mm) (203 mm) (368 mm) (216 mm) (305 mm) Stove installed Stove installed Stove installed Stove installed parallel to wall , in comer parallel in comer e a 6 r C w A N 'Shielding for a top exit stove must include a flue collar shield to protect the area behind the flue collar. 2Chimney connector heat shields must extend exacty 24' (610 mm) above the clue collar of the stow. © . c~A209 ~_.~`...,..~...r. war • a ~MIUSA b>Idd PeYYYii{era PaOMY&reer, tle pudiadambed IryeehiYaueneeth Manedq.effid adniiaYea in miam,gla,aeeM1 ee i,enmaeydoped neh WeO,uexr aw aseosaue Midrg Me urik ~ppiw Appwana nVUR+^ein Nd eeabgaeoedn s+ w aAt sd*dea w dYrgeWcYnW$viae>Yfar20Yaypepepeapir adm ed fqm a fee mds Cannabd hu7J^0afie dRdekahYUlrt9hVeew - siwmorrne uad waxBfCYxebtlrtian~weV>d+9~YiMand+pedamnedMWna nae. 02011 wo®m weew 5reewC. 0511 e6lt<1 nC 0 0 U O L n Z N 4x4 POST ON 8" SONOTUBE secnoN B secnoN w/ I'_4" X 5"d. POURED CONCRETE u % O q ays~W - c q N FLARED FOOTING (f BOTH) m O . Z N p p_ G.6. y0, Q 2" X 6" ACQ LEDGER BOLTED Q Q z TO HOUSE FRAME WITH 5" _ "LEDGERLOK" 5CREW5 @ 16" O.C ; b T;G 2- 2x8ACGI HANG D.J. FROM LEDGER WITH AQ DJ 51MF50N LU28 CONNECTOR z - - - - - - - - - - - - - - - - - - - G"OC N w a ~ - PRO IDE 51MF50N PHDS o a HOL DOWN (TYP. 2) ANC OR5 AT ALL CORNERS THROUGHOUT PROVIDE BRIDGING e' DI METER ANCHOR 50175 N ;ING W/ 7' MIN. DEPTH @ 48" O.C. _L p THROUGHOUT ENTIRE =NTIRE W/ IN. 3"X3"xa" WASHER @ PLATE L n FLOOR SYSTEM, 8'-O"O.C; L 8'-a' O.C ; a DOUBLEIIOI5T5 UNDER a" T4G PLYWOOD SHEATHING D SHEATHING 45CREWED O p ALL PARfION5 RUNNING ABOVE, GLUED 4 SCREWED vpi ti PARALLET (TYP. ALL AREAS) in Z L p ~ v II F nV - N 6+ n a 'o, ~ O Q o 8" P LIKED CONCRETE U p y Q 'R FOU DA U '-4° X 8" " J. . 'TG., PROV. u 2-# KEBAR IN FOOTING U (TYPICAL ALL AREAS) - : -O POURED CONCRETE SLAB ON COMPACTED FIW R- 19 INSULATION STEELLI COL 3 z' DIAMETER TRUC(URAL DAM PROOF PERIMETER 2 ' POURED N n2 0) o OF OUNDATION WALL 24EX 5TffEL COLUM!, BURIED ~u (TYPICAL ALL AREA5) N ut 5 TYPE "C" BILCO TYPICAL ALL AREAS 241-,X 24" } BASEMENT ENTRANCE CONCRETE CONCRETE FOOTING (TYP.) z " W W N L - a'-lo Uz" 3- I q" % I I Z' LV L DRC z "X I )Z' LVLDROPPE VRDER1 L -1 ' 5'-I0 1/2' L-16'-I. 12' etlo uz• e'-lo I Z W ^ r O z6'-a' O V Y 51MPSON HTT22 METAL c z FOUNDATION WALL; 512E z 2A 12" HOLD DOWN ANCHORS GARAGE 5LAB _q AS REQUIRED 4 TAR ALL AT BARN DOOR OPENING n 4" POURED CONCRE7E5LAB SIDES (TYP. BOTH END5) j z J N ON COMPACTED FILL WITH Q i J a' T F.J. O V J v 3'-O" POURED CONCRETE W W.M. G X G/ 10 X 10 o @ C. PRO IDE BLOCKING Z N APRON @ DOOR OPENING 9 - = GAUGE WIRE (TYP. ALL AREAS Q p NEW BASEMENT WITHIN GARAGE) UNFINISHED, UNHABITABIE BASEMENT BEf EEN JOISTS ~ m -D, UNHADITA13LE FRA E FOR FIREPLACE; O O 0.. DOU LE FLUE CHIMNEY, U x u FOR 130THUTILITYCHA5E o m PITCH UP - ~ - 4 WOOD 5TOVE FLOOR UTILITIE5 p Q O LOWER FOUNDATION WALL z Il PROV. FIRE RATED HEIGHT AT DOOR OPENING DRYWALL O b PROVIDE BLOCKIN( q STEP FOOTINGS " BETWEEN JOISTS tOVIDE BLOCKING OVER UTILINAREA TWEEN JOISTS o L P CANTILEVEREDAREA A OVE V TJI F OR JOIST5 DETAI0,3 2" X 8" ACQ LED EK BOLTED z O u TO HOUSE FRAM WITH 5" O CANTILEVEK IX ION Q p O R a "LEDGERLOK" SC 5@ I G" O.C.; U 21'SP g'_6• a io HANG D.J. FROM LEDGER WITH z U x- 51MFSON LU28 ONNECTOR UJ J ~ x- se BaN ° 2-2"X IO"ACQGIRDER J m 4"X4"P05T ON D' U 50NOTUBE W/F URED Q CONCRETE FOQTI G \ ' g..6. you -Q" X Z-Gu X 1'- ud p r Y 21'-0' 21-0" ICAL ALL FOO INGS) U O y J0I5T OK KM BoARO PROVIDE 4° POURED CONCRETE secnoN ? Q. 3 A 2-7Ca I Q7~ RIM BOARD PAD UNDER STAIR 5TKNGER5 - 1 - As BLOCKING 2- 2" % V ACQ 51LL PLATE LU m DEC 30 2013 p 'NOT@ JOISTS & POURED GONCREfE MUST BE PROTECTED FOUNDATION WALL V LJ lJ LS lJ C ~ ^ S FROM WEATHER FOUNDATION PLAN 3q" MIN. BEARING SCALE: U _ 1'-0" r,~uc o~rr rawN or sour~ai n REQUIRED PAGE: DETAIL "A" lBSabm afNew YcrkS(ate (awkraiyxn, tad~ irFSacGrg wrde cb~dai a`a fcersedpra`e'sa'alarcyea'a-mgsf8~larchted, [oaks slan-hted, [oakEran Aan cn lir~e~ans.nartyHry. lfa~'ria-~nitanGrang flres~lofan aenea'a'arehtr~tsalYa~-mil, tlea{`argael-.eacranhtsts~u/ q' NOT TO SCALE a!lato dieifanhshasPalancldrerolaLen uaY~r<Ib/'halan.~clbYF.~rs~Greartddiedate ofwchakealrn, arela sCeolczn c{deakaada-r. i 7c{dealtaada-r. The aeyvals®kg er'~~'a^art~Ha2s'~aklaS~Eerdo~r.~ U N 49'-0" p uO~ ~p7 N U O R Q secrloN ~ S1 O SfCl10N B A t Z N 71 n 6 R c K z N U N O, 0 N N DECK -o = o ¢ r z H'X 0 DECKNG ' ~•-6. 4•-a• m z I DI ~N ~ w w 2 o \ o i O i~ 0 0 liX\ D.w. FIRST FLOOR a -14i-0. 7'4 " 1190 TOTAL SQ.Ef. I ° _ I B•-on - I a•-o^ FILE MOOR O L KITCHEN U° ER KITCHEN WALL LEGEND; - uBEin0R B VINYL TLS m NEW CONSTRUCTION - m' WALLY€R DR MASTER BEDROOM 511-1 eR, L 18'7 5O FT O CLOSURE - I I 2" X 4" STUD FRAME EXTERIOR WALLS, ~ w MARBLE ° LGHT r VIDE -I I INEULATI N 1 o R-I S INSULATION, a' PLYWOOD N N u SHEATHING ON EXTERIOR, HOUSE WRAP O NU Ins N.T SADDLE ~ IN ALL5 AROUND BATr` -O - O - € HARDY CLAPBOARD SIDING; z' GYPSUM N CARPET 4'-2" BOARD ON INTERIOR5IDE w _ z 11LC-FLODRUN 4RF 2 2" X 4" INTERIOR STUD PARTITION. MUD OVER E _3 T, w/ I LAYER z" GYPSUM BOARD ON EACH p` o INSULATION IN WALLS SUBFL00 W u CO 1 z COMMON N TO TD MASTER 5'-av€+e ' SIDE; USE MOI5TURE/MOLD RE515TANT 2868 468 ISlANO ISUND I _ BOARD IN KITCHEN, BATH € MUDROOM U O Q N U BILCO 2068 MA B ' LIFFUp INBEN6Alsco55A1, HALF WALL , 5ADDC B'g ~uFr roP, R WOOD CAP DOUBLE JOIST5 J NDER a._I AREAS 4 USE CEMENT BOARD ON ALL - AREAS TO RECEIVE TILE m PROVIDE 2- 13 X 9 LVL HEADERS ABOVE ALL WI NDOW5 € DOOR5 Bea UNLESS OTHERWISE NOTED; HEADER o•-s• _ TILE BOOR 2665 WOOD HEIGHTS AS SHOWN ON SECTIONS L-~ ALLOW FOR 2" MU W ON BETWEEN ALL PANTRY- 3'-9 I/2" 6AM SNELVE5-~' m PAIRED WINDOWS SHOWN ON PLANS W N 3 Ile" LVL DROPAr__ El LAUNDRY NNMLLAmVe ALL PARTIT/{IOypNS RUNNING CLOSET RALLEL (TYP. LL AREA5ENTRY 31 AMI E. 868 ~ 2668 ~C SR 4ELEVATI ONS W W - o B.L° DROPPED HEADER SOLID CORE FIRE RATED ' TRIMMED OPENIN ' KNEE R WA LTI I Il. WgµD ON~{`F K CAP E 1 T TKIAME ^ a-B• DOOR WITH 5ELF C1-05E I RIMMED OPENING III z z CAD HINGE5, WEATHER 5TAPPING _ DOOR 5WEEr B z w K N U I OUTTINE OP CATFIEDRAL +I I- - O~> 5.-0" x T-O" OVERHEAD O - GARAG DOOR, 2-9r" LVL GARAGE m - 1U I I LIVING ROO HEADS ABOVE WfTH 29 E-5 R-15 w 22 LIVING ROJGThiSWALL - ~~II\\ C520 TRAPPING q~ U G~ f I ' \ (CATHEDRAL CEI N d TURN-OUT FIR5T z IL. CATHEDRALC a T F p O STEP € HANDRAIL, / T \ a U BDTH BIDES I ~FPO'J E WIDE PLANK WOOD NI I dU PROVIDE 2 LAYER5 e uNOING FL W/ 3 COA S DRYWALL ON CEILING € UP PO V SALER (NON-YY€€~~JJ..OOW++N ) NEW WOOD STOVE. G F OR OVERHEAD WALL5 OF GARAGE 5TRINGE € IV ER5 A5 PER WITH OA T D5/ NON-COMBUSTABLE SURROUND, VENTING 4 CHIMNEY ELUL TO BE IN ACCORDANCE w/ CHAPTER 1 O OF O LGEDOOKA5PER I LAYER 5. DRYWALL ON PROVIDE IN p~ IK / N IUOU5LYTHRC) MjI SPECIFICATION5€ E WITH THEECTRICAL CODE TATE °rcM THE NYS RESIDENTIAL BUILDING CODE z^ - 9'-2z E 112" B 2a'-e" 5 El 9'-2z PlA E N 46 219 1/21 4 N 2 6 6 M 4'-6" 2'-9 I/2° 3068 BEADBOARD CEILING stt Tao. CEILING T' =z•-n• p MATERIAL --s•a 12- ~ U x w COVERED POR H x 2"x G" C.J. N UFO CEILING HEI HT III NI @ I C" O.C G" C.J. - z 6" O.C 10' SQUARE PERK CAST 4? N N z 5z6rIaN _ _ _ z- 2" x 10" HEADER HEADER COLUMN WITH CA IF* W BASE DETAIL(TYPI AL ALL) o~ SEL110N z y A O ~ Z z 9'-G"------------ J FIRST FLOOR PLAN UT T,IOLD D Paee: SCALE: I'-C" EI,01 w ltea va*kmdNew YcrkSbteawtcraryp~,ur. ss irhies acbrg urdErdec4ee6mefa pcd~sia zlakpracrregstaedardr toaNae lare~r~toaNaaniten aid~eFEan naryuey. Na~na^/~an?emGramg d'e~alofan Figrr~rcrarc~ctsaffacel, NeaX~rgergr~ra^arzlrYats~N 5 al(a fo theQanhcrlie'sPalarrdtlieroladcn aliar~lb~'IcfanedGyhs4.~s".~'ga~G+eardthedatedsediakaater, arda_yza5c agXen dd~aNaaEen Th dd~aNaaEen. Ti,~agr~lseabgerry-.pacradrteetshaklakol~n(an~si DICKER5 ;SON RESIDENCE zN 0 p _ a o o w Z N p w a ~ z z p N ~ m Q~ L N O O w N z L p N ~ ~ w ~ O p o 0 _U o ~ ~ E ~ U t` / N 11 N W N W W m D_z~ U ' AX31 AX31 RFTJ O 244 D~6iui ® z z 244 DR2b50 244. z44onzasa z44nrizaso 244Di1255o z J N I I L I rn N O V 1 pJ O0 ~ m 0 M\N m O aL PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OFOCCUPANCY SOLDER USED IN WATER FRONT ELEVATION SUPPLYSYSTEM CANNOT U SCALE: q' = I'-O" APPROVED AS NOTED EXCEED 2110 OF 1% LEAD. z DATE % z .P.# 37662 rI oz N FEE; 163,~-e OBY Lu z NOTIFY BUILDING DEPARTMENT AT 1 - 91I PLUMING 785.1802 8 AM TO 4 PM FOR THE DO NOT PROCEED WITH ALL PLUMBING WASTE ~ J m L LLOWIING FOUNDATION REQUIRED FRAMING UNTIL SURVEY WATER LINES NEED Q ~i '!Girl FOR POURED CONCRETE OF FOUNDATIO LOCATION TESTING BEFORE CO 2. ROUGH - FRAMING, PLUMBING, HAS' BEEN APPROVED.,_,, 'h z y U O STRAPPING, ELECTRICAL & CAULKING 3 3, INSULATION Z U z 4 . FINAL -CONSTRUCTION&ELECTRICAL .nnr?V°;RPilf.'1`1G~ _ _ MUST BE COMPLETE FOR C.O. Vlr~ sL:6°ii v * Of N z W o ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW USE IS UNLAWFUL YORKSTATE NOT RESPONSIBLE FOR 1, °sT4~~I°~ CERTIFICAJE gOPH q DESIGN OR CONSTRUCTION ERRORS. 7 ar^ Py 9n Q RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 ELECTRICAL OF THE TOWN CODE. INSPECTION REOUIRE8] p~o~ESS oN° Page: K'sa Len d/~(wvYakState (~wkraryµ~.xn, ~ssl~~JesxBrg~rtl.~diztena'alcn-salpta£srarelaejia~•mi~aw~la2h~t; tbade ~lan~lta2; tb aMsan Ranm tlr~e~nsnarywey lfa~a-ft~nrtenrEearg dte.~ld~erey~a'aref~ct6aY~tleah~'S aela~'cramS/atsh3/ I aRrcto Niekanhsla'.sealaxl/her.~HaGrn uaY~rmb/ ldat^'el%yl~r1.e~'.s~lzrea~a'tlieckteof5vnhaNxia m, ardaspsaled:-gyX,q-i cf4h-s aa[m. xi d(tea. 77~eaeptalsrabger~jr~a-ad#eetskaklaE'ol~Manr~ z N O > O > O N p W Q h Z Z Q F N O m 244DH3449 L_ N O O w L z L p ~ ~ O w ~L N o 0 U ~ `m u 244DY12B50 1 1 r O N BILCO W N cL. z z z N Z W LEFT SIDE ELEVATION Z IL/ SCALE: q" = I'-O" Q v m z J N L D y O V 1 N Z N 00 U m x o o zaaonzozs U z~ A - w z n 3 p (S) znaorizasi 244on2 a5 U z 0 O Q U z z ~ o i OF NEW W V WS~~ZOP q RIIGff SIDE ELEV )E ELEVATION ; PAGE: 0,58 p9oF«~,~a,n~`. 2 SCALE: 4" = I'-0" a to aNaan aancn tF~e~nsnary ney.lfa~lan cr/~n~/rinb~ing tlie.v.~lcfan er teg'crardrFcctsaNarrl,d~ ae,/'~'crad ets~e/ &t dardm%t,, to lteavd~lrriefNewYcrkSlatelawkraryF,sr5 u-.d~ss /~yS'`e,sacdrg ~tecda~~'~~~~dtleaMaatn Glen dtleaMaalrn. 7iremmalsPairge+gr'.ra~'madkfrtshakJa~otenfcmrz1. aAato trre?anh54.er'sealandd~ralakm altaedl~'7dau~lbi'h5hs".s~ Z N ~i Oz N ° w a Ih z z U Q Y L N 1 ~ O ~ z w N ~ L U O ° o HUI O `v u 244PH3449 2h4DH3449 244DYI3449 2440YI3449 r C N LL/ N W N W W n C235 244D6 m ® Z lLl ul O0 C~> N1 D5066 4gOH2650 I I zaaoiizeso z z I I U ~ ~ z D N O (S) O° m x 0 m O BACK ELEVATION SCALE: 4. = I'-C" U z^ O w z m o ~ U z O ' v Z PSE OF NE v z z s OP14 R C~ V 1 N W r ~ Q ~SB22 4. p90FCS510HPs PAGE.. ltsa Len cf/~(wv Yak Slate[~wlcranYF~scr% wJ~sh.9$~~6ac6rg~U.edis,Yxri cfa kssajyd~sq-alae~ieacr~ardarnStrit, IoaMaand a/Tato N.edanlxstin'sealare7d~rra3Crn"aliai-i!b/'fc.pdby/rrlwa'sgafuea-.dN.ecl~i~dsetraFaaG:n ara'a s~ealeGatdHeaAnatztt Tile, drtpit, IoaMaanAancn /}~e/~rs naiyHay, lfa~na-~n~fanlxan-gde.~aldar ~~,,ry-~'a-an~ctsaYas/, EI~aY~rg ere~nnya^adrteri'sh3/ 3 ie aAnafzn. 7fie ag-tal sea4g ctey~'marcf~f~ets'n.~Ela~o to rdam.-<1, 49'A" 43'-Ou N 5ELTON B secnad 4x4 POST ON 8" SONOTUBE z N W/ I'-4" X 8"d. POURED CONCRETE g N A FLARED FOOTING (W BOTH) NN 2" X O ACQ LEDGER BOLTED OJ N N N TO HOUSE FRAME WITH 5" a n z o m "LEDGERLOK° SCREWS @ I G" O.C.; - 2xG AGO DJ z- 2x8 ACQ GI E HANG D.J. FROM LEDGER WITH @ 6" OC SIMP50N W28 CONNECTOR z - - - - - - - - - - - - - - - - - - - - - PRO IDE 51MP50N PHD5 N I 10 11 N ° HOL DOWN W. 2) ANC OR5 AT ALL CORNERS THR UGHOUT PROVIDE BRIDGING ° THROUGHOUT ENTIRE SING a'DI METER ANCHOR BOLTS U ENTIRE Wl 7' MIN. DEPTH @ 48" O.C. L ' FLOOR SY5TEM, 81-0" O.C., A, 8'1 O.C., W/ IN. 3'1 WASHER @ PLATE w _ DOUBLE VOISTS UNDER a' T*G PLYWOOD 5HEATHING )D SHEATHING a I 1 U ALL PARTITIONS RUNNING ABOVE, GLUED t SCREWED 3 O PARALIFN (fYP. ALL AREAS) ;SCREWED o in w N Z A ¢ "a N > m q 2 r O o 0 5" P URED CONCRETE U FOLJ DATION WALL W/ Q 1'-4" X 8" d. FTG.; PROV. U - ~ Z O 0 2-fl REBAR IN FOOTING _ ~4" POURED CONCRETE -0 (TYP AL ALL AREAS) r _o J SLAB ON COMPACTED FILL, 3 1' DIAME ,.I R-IS INSULATION STEEL COL 3 z' DIAMETER STRUCTURAL DAM PROOF PERIMETER U N TYPICAL ALL AREAS BILCO c BASEMENT ENTRANCE C STEEL COLUM BURIED IN -(e) OF UNDATION WALL - 24" X 24") ONCRETE 24" X 24" X 12 POURED (TYPI AL ALL AREAS) a/ CONCRETE FOOTING (TYF.) ` w N R 5'-10 uv'- _ ~ 3-I~"X LVL DRC "X II -e'LVL DROPPE VRDER]- Z 5'-lo 11v'- -10 I12"- zz z w a. per= 51MP50N HTT22 METAL F DEB P } HOLD DOWN ANCHORS FOUNDATION WALL, SIZE z A5 REQUIRED t TARALL U Z a AT BARN DOOR OPENING a. GARAGE SLAB I I Nn 51DE5 (TYF. BOTH ENDS) Z = 4' POURED CONCRETE SLAB ON COMPACTED FILL WFH 3'-0" POURED CONCRETE W.W.M. G X 6~/ lox 10 I I m III' T I F.J. _ y APRON @ DOOR OPENING q GAUGE WIRE \I p. ALL AREA5 O q III @ C. LOCff BLOCKING BASEMENT ~~m ° B EN JQ15T5 Z N WITH IN GARAGE) o d UNNNI5 NEW HED, BASEMENT UNHABITABLE iD, UNHABITABLE v _II - O FPA E FOR FIREPLACE; O I) , HE PITCH UP 1=u oI~_ OR 130 THL1JT1LITYCHA5E ` FLOOR LOWER FOUNDATION WALL UTILITIES 4 FI PLACE O FROV. FIRE RATED HEIGHT AT DOOR OPENING DRYWALL ON CLG. T STEP FOOTINGS F PROVIDE BLOCKING 6 OVIDE BLOCKING OVER UTILITY AREA ;a I - BETWEEN JOISTS - TWEEN JOISTS - .o p' CANTILEVERED AREA A OVE ' 2'X 8" AGO LED R BOLTED z h CANTIIEVERFMENTION TJIF ORJO15T5 DETAIL 'M 0d 21'_0' 5. 6. Q Q ~ LD Uo' TO House FRAM WITH 5" HANGERLOK" SC @ 16" O.C.; UI ro X - ~ u HANG D.J. FROM LEDGER WITH QZ/ 5IMP50N LU25 ONNECTOR LU z _ N @1 _ 5CCIlON - B ° 2- 22"' X I OO"ACQ GIIRDER 4" X 4" F05T ON 10" 50NOTU13E W/ P HIRED D u CONCRETE FOOTI G Q p_O 9'_Gu yi_6._ 21'.Ou 21-0" PICAL ALL FOO INGS) z Yo` RIM BOARD J015T OR RIM BOARD PROVIDE 4" POURED CONCRETE ow - A5 BLOCRNG PAD UNDER STAIR 5TRINGERS - A z VERIFY LOCATION IN FIELD 2- 2" X G" ACQ SILL PLATE ~y ZPSE OF NE r Z Z t S ~(7 `ti ea10 E 'NOTE" JOISTS 8. FDURED CONCRETE MU5T DE \MTHEECfED FOUNDATION WALL fRom FOUNDATION PLAN W FROM WEATHER 3z' MIN. BEARING SCALE:-0" REQUIRED 4~ - 05822 E 9p~SSIONP~ PAGE: DETAIL "Ail NOT TO 5CALE It R v6bbm of New YakSYaL- lawkrary/ b~k~5ac&76 alkrd-- dnxtm of a lmerelpde~lagrrac tmy5taa archlffi; Inadaa larchl~L; loadaanAancn d.~'e~nsnaryu¢y. /fa~Lan a"!~n?pnL~arng(he~alcdan a'ejrawcran~rtedeaNaP~7, deaY~srger~~~•craehiErtsSa/ q' aNrcfoNiekanirrha'~alaxlfhercfa6rn altaedl~'by/64ersrg~G+eardtlecf~te dwdrakaaGa-r. ardasFealicc,ayXmi cfdaak'eat>a~. TA a`d~aM'eat~. Tiea'e~vals~bgerep~22~crard~ts'wakla~oEenfcm~l. SCL90N B SEG¶ON A N Z N F O n1 N N ? N -DECK °o 6'-d s" X G" DEC NG u_ Q r z 2'-1d' 9'-2" d-CY 1 1'-G' 7'-G" z a I I W2 ~ I ~ Q ~ ~O1 ~D.W~ K V Q Y -14'-Ou 9'.Bu L ~ Uo O x 10'-B FIRST FLOOR ? 'D ? 4•.6. 1190 TOTAL 5Q.FT. IB_O". THE FLOOR / L pp KITCHEN DOVER / U5F100 R w VINYL ,TILE m KITCHEN WALL LEGEND: _ WAL d'R OR F NEW CON5TRUCTION MASTER BEDROOM m sH R, - 18~ Sp.Ff. ON CLOSURE _L 2" X 4" STUD FRAME EXTERIOR WALLS, w O MARBLE MEW R-15 INSULATION, e" PLYWOOD LC u N I li SHEATHING ON EXTERIOR. HOU5E WRAP I O No SADDLE P vDE - IN5UUT1 N F O € HARDY CLAPBOARD SIDING, z' GYPSUM z a _ O 1N nLls AROUND BAT 4•-z^ CARPET 1 ~o u BOARD ON INTERIORSIDE O w dU THE FLOOR ON R.F. MUD OVER I I 2" X 4" INTERIOR STUD PARTITION. z u- R-1 I INSUTATION IN WAUS SUBFLOO ON U 'f, COMMON TO MASTER 5•-o•uew z IL I I~ w/ I LAYER z' GYPSUM BOARD ON EACH O o 468 ISfAND SIDE; U5E MOISTUREIMOLD RE51STANT ISLAND BOARD IN KITCHEN, BATH € MUDROOM V O BILCO 2068 2868 MARB BUILT IN 31%UH 5FAT, SADDLE HALF WALL, PIT UP TOP, RAl9m WOOD CAP DOUBLE JOII5T5 UNDER AREA5 € U5E CEMENT BOARD ON ALL U aJTH I HOOTS LAUNDRY a ¢ / =MN AREA5 TO RECEIVE TILE a 3 - ALL PARTITIONS RUNNING CLOSET , o PARALLEL(TYP. LL AREAS) PROVIDE 2- 1 a' X 9 7z" LVL HEADERS _ 2865 ENTRY _ ABOVE ALL WINDOWS € DOORS F, z THE FLOOR OD 2668 n ¢ NB•-1d^ m UNLE55 OTHERW15E NOTED, HEADER I12" PgNTRY- - U 3'-9 I 6AOJ. 5HELVESy s,_aR HEIGHT5 A5 5HOWN ON SECTION5 N ALLOW FOR 2" MULLION BETWEEN ALL a, 10, - -G-d' 5 4,0 2668 3 I Ig'° LVL DROm PAIRED WINDOWS SHOWN ON PLANS N W N DROPPED HEADS SZ € ELEVATIONS W W m 50LID CORE FIRE RATED TRIMMED OPENIN 6" t] INTEZ DOOR WITH SELF CL05E 5-5 O O" KNr^ HINGES, WEATHER5TRIPPING 4 DOOR SWEEP F CAP V z z -I- - - z / 8'-O" X-O" OVERHEAD N i- OuTUNe of cATHeDRAL GARAG DOOR 2- 9~" LVL ni HEADS ABOVE WIiH GARAGE o m -2 LIVING ROC PROVIDE 2- 1 n" X 92' LVL z LIVING ROOM m HEADERABOVE FIREPLACE U C520 TRAPPING 29G 5Q.FF u u R15 w mil I (CATHEDRAL CE N Q TURN-0UT FIRST z CATHEDRAL CEILING oil J m Z T F STEP tr hIANDRAIL, T \ . BOTH SIDLS v~~ 1 PR~ ~I(~E WIDE P~P.NK WOOD 'I III o II Oz - @J PROVIDE 2 LAYERS g' 1ANDING FL RW) 3 COAYSI1""~~ x. aF ON CEILING NOT I DRLAYER YWALL DRYWAL YWAL L O ON PROVIDE IN SP IR / CF. SEALER N NUIOU5LYOTHR01)GlT) pl O ° a WOODBURNING PRE-FAB FIREPLACE; - PRO IDS WIRING FOR OVERHEAD z WALLS LLS OF GARAGE SYRINGE 4 RI ER5/ OPENING A5 PER GA rE DOOR AS PER P MAN FACTUREK SFECIEICATION54 WITH OA T D _ \ PROVIDE LATE HEARTH, GLA55 MANUFACTURER 5PECIFICATIONS m IN A CORDANCE WITH THE a-o" D DOOR EN OSURE€STONE \ 5URROUI~[~TO BE DETERMINED = RE51 ENTIAL ELECTRCAL CODE 3 w ' / N OF N YORK STATE SIn E FLOOR ENTRY z^ 5 2a-B" 5 - w cI~SCT 9'-2z' PIA( E Y N /2468 9'-2x' PLA E HEIGHT A G THIS WALL \T 3' 112" 9P 112" 2'-9112" 2 6'-G' _ Y~4'-6" 2'-91/2" 3068 BEADBOARD CEILING CEILING a' U STY T.B.D. 'III O 9'-1a•-I-3'~. 1/2•T z•- ^ MATERIAL x w COVERED FOR H x 2" X G° C.J. II 8'-G" CEILING HEI HT III Q I G" O.C. G. C.J. z to N L IN G O.C. 10" 5QUARE PERM CAST sFCnON 2- 2" X I O" HEADER HEADER COLUMN WITH CA € IT- BASE DETAIL TTYPI ' AL ALL) J rr ~ J m - 2TO AoN U z o I, z v Q V SE OF NE 'o 10PNE (S) N W FIRST FLOOR PLAN o5820 SCALE: = I'-O" p~OfESS104 PAGE: ltsa A2kmcfA&w Ycrk5fatebwfa-aiyp ,ait 5l .~~sadvgu'ekrd~cdecien da kased l~~,we crmgstaedarcl~laS toaha 'arcl~laS WaM'aanAancn dese/~naryuny. Baplan cr~niYa'nEwvrxj U,~.~ald~ergnesa^aa~l~tsakemd, d~aNErrg~.~nvcraditeetsh3/ 5 a9rcto died'anheyl+a's®lartdd.~r.Gfa6cn"a12=re~lb~'faran~ItYIA.~'.sLueanddedated'sudiaMaada, ardamfrcznctU.eaN~aLen The a`U.e aNe~aLen. 7i.~ aeptal s~k5 er5"u`n' cradrtxt'shakl ako to ~an~t N z N SECTION A O B 0 N N r 0 0 N~ N o 29'-Ou ~ Q r Z -2'-S 23'{Y' 2•_6. _ zz W J W OUTLINE OF FIRST FLOOR o m-rv .G-3'-s Va' 7'-101/2" 1, WALLS BELOW PMNMD;z W3 3 3 3 W I 0 I O_ BEDROOM BEDROOM BEDROOM 141 5o Fr w 141 5Q.FT a' 141 5Q FT r LIGI - 15 ;u 5 L " > v ~ w o ~ 2 o N m z I V O o carcffr I _ p J Fj CARPET CARPET 068 U O 2068--6 _ Q ~ ~ w U 2068 a N F CLOSET X - 2066 OLOSEI U N U U r z•-a• l0 u0 SOLID CORE DOOR WITH 2668 2666 X - WEATHERSTRIPPING C DOOR g.6• ® ~ V - LL N N @7 SWEEP 1e'-s^ / W N - rv m V 2 68 W W M . _ . - 3 ATTIC o I o - -CARPET _ F1ALL ci o A LE p M U 2 66 z O O A LE a TILE FLOOR ON MUD OVER UNHEATED, UNFINISHED ®5 N 51 au5rLOOrz WALL LEGEND: z z o N 0 0 1666 NEW CONSTRUCTION z LLJ 42"TALLrlMl[WALL. 5-d,'_ 5 g 211X 4" STUD FRAME EXTERIOR WALLS, O z (I~THTa- I OD STAIR AND WOOD CAP Gam sll r R- 15 INSULATION, e' PLYWOOD z ARPETNO NEI' IN .l GJ R SHEATHING ON EXTERIOR, HOUSE WRAP U S - NTFRSECTION J 4 HARDY CLAF50ARD SIDING; GYPSUM z J m BOARD ON INTERIOR SIDE _ .u o 2" X 4" INTERIOR STUD PAKTTION, w/ I LAYER L' GYPSUM BOARD ON EACH O O N - 5'-O" HIGH AT WAL u \ m SIDE; USE M015TLIMMOLD RESISTANT O OPEN TO eEinw II I / I \ ~I \ I N TO BEIOW BOARD BATH 4 USE CEMENT BOARD ON `n ALL AREAS TO RECEIVE TILEi 2" X 4" STUD FRAME KNEE WALL, 42" N TALL, R-15 INSULATION, L" GYP. BOARD ON EACH 51DE 4 Ix WOOD CAP €TRIM ~ N I / II\ I DETAIL \ I PROVIDE 2- I3' X 7q' LVL HEADERS ABOVE ALL WINDOWS UNLESS OTHERWISE NOTED; HEADER HEIGHT AS SHOWN IN SECTIONS; ALLOW FOR 2" MULLION BETWEEN ALL U \ PAIRED WINDOWS SHOWN ON PLANS 4 ELEVATIONS z u z SECOND FLOOR . 560 TOTAL 5Q.F7 Lu rnoN g OUTLINE OF PORCH BELOW DRCH BELOW J U z o sernON J z U A Q z ~OF ~H'Y IAAA. z Z .n SECOND FLOOR PLAN ~ Q?gtOPHE VG W m SCALE: 4' = I'-O" r - Q I n 03822 ~r0 pAOFE551CNP~ PAGE: 96 a v*bbm ofAk-9IYakSlate%wfcrarty/x~6 sl. .~sadirgu~da'd~ ofa k~rs~ilpd ;alagrea'cr~sYaedan todbt :dam toakaandmr a~tl~/~ts narty~wy. lfa(~li cr~?anE~rrg d~ev.~ldan agn~'ma2tK~etel tl~akargae~rrcr'a'ardMects~s/ 6 v dd~a~aa[m. 7Fieagnalsralrg er~,y~s'r'a-ard#~tsha.ElaL--o lxnkm~L aAa to tfie~tanh5lie'sralandlher6krn alfrreclb~'(a~n~ll~?l~-Y~"~ahreatlthedate cfwchakaa[wn, ardasp~frca~gxaa'idd~a~aa[m. i m z N secnoN secnon / F A SECnON ~W p KW A 0 z N 5 O Z N Q Z New Drywell - \ I 8'-O" O x 4'-O" deep Z I / o b O 'n O m 12 d d d L .2u 5~ °w K O W N RUNOFF NOTE: m u O O u N~ O Gutters continuously around; N 0 0 X- ~ Z Leader locations as per x - x - - 10 N~ ivU x- installer - all leaders drain to N @1 N (9 O 3 W G" 0 PVC pipe to new drywells. GAF 30 YEF GAF 30 YEAR ARCHITECTURAL z ASPHA ALT Rf ASPHALT ROOF 511INGLE5 W/ I S# > RUNOFF CALCULATIONS: 32' FELT OVER. ICE 4 WEATI FELT OVERg GUY PLYWOOD WITH NO p ICE* WEATHER SHIELD @ PERIMETERS V 1 758 x . I G7 x 7.5 = 2,201 gallons 8 VALLEYS E VALLEYS Q 2 V Requires (2) 8'-0" x 4'-0" rings (or equal) NOTE: 0 ROOF OVERHANGS AT L 5HED DORMERAREA5: - 14" LVL RIDGE w/ I2" OVERHANGS AT ALL MAIN 1N ROOF 5ECTION5 l1J N 51MP50N 0520 CONNECTOR 14" LVL RIDGE w/ (fYP. ALL RAFTERS) 51MP50N C520 CONNECTOR W W m C_ (fYP ALL RAFTERS) PROVIDEAM PROVIDE ATTIC z FAN d GABLE l PANE GABLE VENT5 z z d . du z w NO PROVIDE RA5HING E CRCKPT O - AT CHIMNEY INTERSECTION z X - Z ~ NUa ~2u au z J N N N O - l0 - lp X - X - Q B NU NU p 012 GP 1 Na m 2 12 -19 9 TYPICAL ALL LAYOVERS - U TYPIC O BOLT BOLT TO RAFTERS W/ a" O L~ Z12" LAG E LAG BOLT5 E WASHERS NOTE: RAFTERS TO 51T ON FIRST FLOOR WALL FIATE, " R.R TI15 WALL ONLY O.C. I _ a. 2 w z 2"H I 2" x I O^ R.R. sccnan 2"X IOr RR @IE @ I G° O.C. @ 10 O.C. U z o ~iz'-m'~ secnoi 3 secAn N ~ U z a'-a A . 0,`OFN * UP\5S PH W ~ ROOF PLAN * Q SCALE: A" = P-O" 58221 O'~SSIO~~~'~ PAGE. lC 6dtra~ a'NewYcrkS/aFel~wia'arypsxrt, earslalesa~6rgw'e(~ftedra;6cn da icr-r~poFea'alergaa•a^regstarGarchtect, lnakfrai archtect; lnakfran Aanrntl~se/~tsnary~wy. lfaAtan a-Clanilanb~rg(he.v~loFan a~,~n~v'a'anjrled'sakaw 1, (leaf`arga~.~crarclNats~a/ 7 Ak- aRato drertanh4~ia'sealanddiere6ten aNrredb~'fcJat~lbylrytwrsg~akrearelHredafs arscehaXoalen, arch ~Cea6c¢iaar a`tleakaa[en. f tle akaa[wn. 77.E ae~l ~lrg erg-.nvcrarzMa2'shzNa..olx nlmrrd. 13" X 14" LVL R1Di 3" X 14" LVL RIDGE; 51MPSON C520 NMPSON C520 CONNECTOROYP )ONNECTOR(TYP. ALL) APPROX. RIDGE ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT 2- C.B. THRU - OVER a'CDX PLYWOOD 2'Y /O"gh, WITH ICE 4 WEATHER 5HEILD 2 X /O SNfOR BOTH NDS~PICAL @ PERIMETERS'. VAUtY5 \ \ @ N N K \ R /6• O.C, 51M75ON H7 F O CONNECTOR 2" X W C.J. / C.T. @ 10 O.C. C. R-191N5ULATION TOP PLATE w O N \ FASCIA, VENTED U1 4 t` z SOFFIT 4 1 "x FREII 0G 2- 13" X LVL HEADER.- ryEADER HEIGHT O' \ \ ABOVE SE ECOND FLOOR WINDOWS; z 42" FALL KNEE WALL= 2OX 4" ~'L`~~ AR 15 ND wo I NSULATION VENTED UATION WITHIN STUD PI \ C5205TRAPPING C H 2°X 4" INTERIOR \ \ q O C } m BAFF ARTR t STUD PARTITION \ 2" X 4" 5TUD WALL @ m N 011 BAFFLES BETWEEN RAFTERS 'L attI= BEDROOM \ \ I G" O.C. W/ K-1 5 INSULATION _ S a' CDX PLYWD. SHEATHING W/ TlVEK' HOUSE WRAP t HARDIE 51MP50N H7 CONNECTOR PLANK SIDING y' PLYWOOD 5UBFLOOR SECOND FLOOR EDGE OF BALCONY a' PLYWOOD 1 l e" TA 5G0 F.J. @ 10 O.G. O.G. ((O 19 INSULATION H7 w R VYIYYY EXPOSED CRO55 TIE CONNECTOR CEILING HEIGHT ~ in CONNE I Q a-T ua' z 3- Ie' LVL DROPPED DROPPED PROVIDE SIMPSON O w HEADER k WRAP FINISH VRAP FINI5H CS I G STRAPPING HEADER HEIGHT, z FASCIA L VENTED 50FFFT; LIVING ROOM O HEIGHTS TO ALIGN, ALL PROV. G" 5QUARE DINING ROOM QUAKE 6 O ° o AREA5; ADJU5T OVERHANG ° INTERIOR COLUMN w/ CAP DIMENSIONS ACCORDINGLY T BASE DETAIL 5117ING a; u OLUMN w/ CAP m m V 21 "AIL 55TING - Q U 2" X G" STUD FRAME D FRAME KNEE WALL W/ WOOD CAP W/ WOOD CAP a' PLYWOOD 5 BFLOOR _ FIR5T FLOOR n Ile"TJI 5GO F.J.@ I9'O.C. Q QR R-191N5ULATION b N GRADE in W N 3- 1 s-;" X I I R' LVL X I I R' LVL w LU m DROPPED GIRDER '_D GIRDER Z U NAILING SCHEDULE zoo I SPC HIGH WIND fOmON WOOD F=AME CONSTRL CTON MANUAL BASEMENT 3 2" COLUMN BURIED N LUMN BURIED IN 4 z Z U JOINT DESCRIPTION NAIL QUALITY NAIL SPACING 21-01' X 2'-0° X 1'-O" POU ?'-O` X I'-O" POURED Z W CONCRETE FOOTING; ROOF FRAMING HIDE WITHIN FRAME WAL ETE FOOTING; a r V } (THIN FRAME WALL 0 RAFTERTO TOP PLATE TOE NAILED 3'-O"WALL:3 ad ORIWFfR I ISE WAIT 4-ad PER RAFFLES CL/ U z CEILING JOIST TO TOP HATE FOE NAILED B-0 WALL. 3-Od PERJOIS! v m D'. WAIT "d OIR JO15T CEILING JOIST TO PARAHLEL RAFTER FACE NAILED SEE TABLE 37 EACH LAP z J GLUED IDI5T IAOOMBR PARTITIONS rACE DALES SEE TABLE 37 FDOI IAP COLLAR TIE TO RAILER FACE NAILED DOE TABLE 3A PERTIE &DIDLIC TO RAFTER roE NaLEO II-ad PAC" IND L -1 0) FOUNDATION DEPTH O v RIMBDAROTORAFTER ENONAILID z-IGd EACH END WALL f-RAMING TOP PLATE TO POP PLATE FACE NAILED 2-IGd' PER POST OC) ~ m BUILDING SECTION NAY111 TOP PLATC5 AT 5TUDT INTERSECTIONS FACE NAILED h-IGd JOINTS. Rl OLD EACH SIOE 0 STUDOSTUD SNO FADE NAILED 2-IGd 24"O/L OERTOM ER FNE NAILED IGd IER G O/C 2xA ALONG EOGPS TOP n m TOP ORBOT WTTO PLATET05N0 ENO NAILED AILEO 2-16d HER 2 5TU0 SCALE: 4 - f_Qn 3-16d PER 2. El STUD O 0 4 -16d PER 2G, %e5N0 GENERAL WIND PROTECTION CONNECTION NOTES BOTTOM PLATE TO FLOOR JOIST. mvioi wwmOlsr, ervD JOIST. OR STOCKING FACE NAILED z.I GE PER FOOL CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA Adapted from Standard for Hurricane Resistant Residential Construction; 557D 10-99 and 200) 513C High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Construction FLOOR fKAM1NG WEATHERING SEVERE Jolsnn su. TOP PLATE, OR GIRDER TOE NAILED n-ad PERIOD] FR05T LINE DEPTH 3'-0" ENDING IDJOIS TOE NAILED z-ed EACH LAD FLOORING TO JOIST TOE NAILED z-Bd EACH IND TERMITE MODERATE TO HEAVY 1. A continuous load path between footings, foundations walls, floors, studs and BLOCKED ro SLL ESTOP PLATE TOE NAILED 3-1 Ad EACH STOCK DECAY SLIGHT TO MODERATE DESIGN LOAD CALCULATIONS DNS roof framing shall be provided. U LEDGERSTMF TO BEAM FACE NAILED 3-IGd LAICI JOIST JOIST ON LEDGER TO ELAM TOE NAILED 3-ad FrRJOIST WINTER DESIGN TEMP. I I 2. Approved connectors, anchors and other fastening devices not included in Z r BARDJgSTTOJOIET END NALED 3-1 Gd MR JOIST MINIMUM UNIFORM LY DISTRIBUTED LIVE LOADS(Ib=. I LIVE LOADS (lbsf) the Standard Building Code, Table 2306. I shall be installed in accordance with LAND JOIST TO BILL OR TOP FLATS TOE NAILED z-IEd PER FOOT ICE SHIELD UNDERA5 PER MANUFACTURER'S GO manufacturer's recommendations. qT KEEP SHEATHING LAYMENT REQUIRED SPECIFICATIONS/ STATE CODE EXTERIOR BALCONIES sTRUCNRAL PANELS FLOOD HAZARDS DECK5 u 40 3 Metal plates, connectors, screws, bolts, and nods exposed directly to the UJ z r aPERIMETERTONE- s^we- AT1ANEL EDGES ATTICS WITHOUT 5TORAGE 30 weather or subject to salt corrosion in costal areas, shall be stainless steel or BE ADD AT PANEL FIELD wILRICK ERIOR20NE ZDNE- 1G•O/L-G^Ar PANEL ECOD3DGESAAND 12 AT ATTICS WITH STORAGE 40 hot dipped galvanized. F-m ad INTERMEDIATE MILESUPE POOP PETAE PANEL FIELD TABLE 8301 .5 KOOM5(OTHEKTHAN 5LEEPING KOOM5) FOR ROOF 5HEATI LING WITHIN 9'-9 'OFTHE PERIMETER EDGE OF THE ROOF, INC W DING F'-O" ON EACH SIDE OF RIE ROOF PS. THE 4'-O" PERIMEI PR IIVG ROOMS) 40 D EDGE ZONE ATTALHMONr REQUIRrMrNr3 SHALL Br USED. ALLOWABLE DEFLECTION OF 5T KUCTU RAL MEMEBER5 5LEEPING ROOMS 30 4. Where windows and doors interrupt wood structural panel sheathing and C) siding, framing anchors or connectors shall be provided at the top and bottom z CEILING SHEATHING STRUCTURAL MEMBER ALLOWABLE DEFLECTION of cripple studs, header studs, and at least one stud at each side of opening O y° AFTBTM WALLBOARD sd cooLERS v^EDGEJ TO HELD CRITERIA FOR CALCULATION OF DEAD LOAD 'AD LOAD ; WALL SHEATHING Rafters haven 5Ic es rester U1 80 ACTUAL WEIGHTS OF MATERIAL5 REFERENCE IAL5 REFERENCED TO A.I.A. 5. Ridge straps shall be attached to each pair of opposing rafters except where Q U z ERUCNRALFANEIS ad I-- G---G^ ATIANELEDGESAND I22'11 than 3/12 w1th no finished cedm ARCHITECTURAL GRAPHIC 5TANDARD5 ANDARD5 collar ties of I xG or 2x4 lumber is located m upper third of attic space and d INTERMEDIATE SUPPORSN THE PANE HOLD attached to rafters Ed INFPRIORZONE- IG"E G" ATPANt1PUGE50LN0I VAT attach to each pair of rafters. S~ _ o INTERMEDIATE SUPPORTS IN THE PANEL FIELD Interior Walls artltlons H/80 SNOW 6. Uplift connectors shall be provided at each rafter bearing. Of NEW VO FIBERPOARU PPNELS Z/I G" Ed 3"M0 / 6" FIELD aEozr ae 3^EOCeie^1IE1D Floorsk plastered cedln s U3GO GROU NO SNOW LOAD 45 lbs. 7. Floor to floor hold-downs to be provided every 48. and every I G" within 4- 4Q' ,~pP W N GrFSUM WALLSOARD 5e cooLERS Z^POGPI IG HILD All other structural memebers U240 of exterior corners. Q Ed a'EOGP ZONE -IG'wc -S^ AT FAHM EDGES AND IV' AT HARDEOARD INTFRMEGIALE SUPrii IN THE PANEL FIELD Exterior walls with taster or H/3G0 SEISMIC sa IWLRIOR20NP-IETU1 5^ ATPANELe0GE5AND 12"AT IWERMPDIATE5UPFDRl51NTHEPANELEIELD stucco finish DESIGN CATEGORY g 8. Sill Plate to Foundation Anchorage. Sill plate shall be anchored to the r, y Exterior walls - word Iwds with U240 foundation with anchor bolts having a min. bolt diameter of 5/8" and 3" x 3" x FLOORSNEATNING sTRLnlwTPANCLS -I^oR Less El G^EDeeI I2 MILE brittle finishes WIND I /8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 inches of each end of each plate. Anchor bolts shall have a minimum embedment 1 V /PAGE: NI rviramd"re Ab emwaneo-LHl9-11G-4-o.c.nE..po.lmy<. Ilwall shush,,.=-T,eN-1-o.c, tenP Ieege On Exterior walls - wind has with U120 WIND SPEED 20 m h of 7 inches in concrete/ masonry foundations. Anchor bolts shall be located ~'q F rr~pQP HEIT, Tmr ~.-,Tlm. LI rEA,,Emmb N \ N-T-ll-,1-mall lve ao"mm.mmrw~~x«ALL-l-,-1, -11.1 EIEI X1.11 x-d m LINT.,ills En` fle%Ible fmishes EXPOSU RE CATEGORY g within 12 inches of corners and at spacing not exceeding 4 feet on center. me Feu wnen wml Nl~aLHre==mu~am~o,~.~ I ~a Ll I G q, « E',I n~ Ni 61-k LE l 1iallddi-l F¢d LO nw,m"gym Lo 1 - 1 se eau y « rmL. lfsa Lag(aGrn of NL W Ycrk5yafelawfcra puri aYess f e 6IdAv rda ohsi Lmofa keree;lpde-sevtTlerkym, rfe~aela2hted cmmia~~ei~mHll mn~ naIa .te U,. Er d AL, eL,aaal ai' /PL~Bl~a2//YCCf tYlaf"B'an tL nQ"I4ti p6as n a/y wa, ha pin o^,,fin fem bang N-. Jcfan ervdnes-cradited's afarrd, U.eat-rg aejr»ma¢i tsha/ 8 afxto lheR'anhshe-s /a&me,nobbm"yfem bT/uchtdby45l 51 a,/bcdateofEiIakae[m. arch syrok'Esoy6,NE, ddeAM s cf,Vx?atbon. 7lie agn3/.sralrgat~rwacra"diYatshaklaScla° rnwd. GENERAL NOTES: • Insulation ratings and installation locations as mdlcated on floor plans € sections The information on this set of construction documents is to relate basic design intent and framing details. They are intended as a construction aid, not as a Interior doors to be solid core wood, style to be determined substitute for generally accepted good budding practice and are in compliance math current New York 5tate budding codes. The general contractor is responsible for All bath € Ntchen area walls and ceilings adjacent to wet areas to have water resistant providing standard construction details and procedures to ensure a professionally drywall, and provide wonderboard for all areas set to census tile. finished, structurally sound and weatherproof completed product. General contractor b, coordinate all subcontractors, scheduling of work and Kitchen to have granite countertops with cenimun hie backsplash, all baths to have 0 Interaction between trades, white ceramic tie as selected by homeowner N . The contractor is responsble for ensuring that all work and construction meets FRAMING NOTES: z w 000 eeds current, federal. Mate and local codes, ordInau,e, and regaatons, etc. Thee codes are to be considered as part of the spenfications for this building plan. All lumber is to be Douglas Rr #2 or better at I G' on center GN Z N ~ If in the course of construction, a condition emstc which Awi,ces with that as N a n z Indicated on these drawings, the contractor shall stop work and notify the designer All wood taming in contact with concrete or masonry is to be pressure treated. 'ACO' designation € the engineer immediately. 5hould he fail to fallow this procedure and continue work. refers to current arsenic-free treated wood standards and shall take the place of'CCA' he shall assume all responsibility and liability ansng therefrom. z • Dimensions take dent over scale - DO NOT SCALE DRAWINGS. All TJI'5 are to be metalled in accordance with the manufacturer's specihcapons and shall include prece squash blocking web stiffeners at be,ri points on Anders and other load bearing areas U ¢ > The designer has not been engaged for construction supervision and assumes no Structual Steel ASTM A36 - FY = 36 K51 ~ N o m 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 mdirated. There are no All straps, connectors, plates, bolts, nails, etc. are to be galvanized Designated connectors, straps, warranties for a specific use expressed or implied in the use of these plane etc. on these drawings are my by 5impson unless otherwise indicated. All connectors, straps, etc are to be rah-VIP01ted in accordance with the manufacturer's specifications • Contractor to provide hardw,red smoke detectors, with battery back up. and With O no mtervwmg switches, on all fin., and in each bedroom. Verily With teal code ? re " AC type plywood. tongue k groove and shall be glued and screwed to gmrements ac per 5ecton 117 New Yed, 5tate Residential Construction Code All floor sheathing is to be the floor t 51, ed t 12" o.c. field) Install carbon monoxide detectors as per wile. Joss (Gr o.c, ges N FOUNDATION NOTES: - 501id blocking t5 to be metaled every 8'-0' max. or mid span of all Noon Joists With spars exceedinq O0 8'-0'. Blocking Its be installed at all point load bearing points General contractor to review plan, elevations and details to determine Install double is under all titons rurmn Ile] O w z intended heights of finished floor above typical grade. joie par q paa I X 14" LV L R1DGE: L o v es 51ME50N 0520 • Ewstmg foundation to be pinned and solid concrete filled with fasteners ac shown All exterior wall headers to be 2- LVL's as indicated on floor plans € sections and all interior CONNECTOR(TYP.ALL) U O o a binding sections headers are to be 2- 2- x B' unless otherwise noted. All headers exceedmg 5'-O'shall have a double jack stud with a smgle king stud € on exteror walls provide double sill plate (typical). ~ `m u I Q O ~ • Footings shall bear on undisturbed .if within bearing capacity of 1.5 tarns H. • Provide insulation baffles at cave vents between rafters and soffit vents as indicated • Concrete shall be PC = 3,500 P51 @ 28 days on plans • Concrete on 4" sand or gravel fill minimum, with 6x6 - 10/ 10 welded Wine mesh Exterior flashing is to be adequately installed at all connections between roofs, walls, n N reinforcement Interior slabs to be placed on 6 mil. stabilized polyethylene vapor chimneys, projector and penetrations as reguned by approved construct.. practicer. barrier. Welded wire mesh is to be placed in the top third of the slab and is to be 2- z' C.B. THRU - C.T. € K R. (TYPICAL _ 2° adequately supported by precast concrete bar supports to assure that the reinforcement BOTH END5 2" X 8" C.T. Q I G" O.C. is held in position during concrete placement and fimshing. ) m U N G U U m • IsolatorJoints are to be metalled between the slab and the walls. Use preformed O Joint filler that re to be cut I/2' below the slab surface and the resulting joint is to be filled ARCHITECTURAL ASPHALT 12 @i 3-- z with an aboo mere Jourt sealart. ROOFING WITH 15# FELT g~ ~2-' ATTIC . z z • General contractor to install co tex or co OVER C COX PLYWOOD ~2 p-r- (o pper) sheet metal termite shields WITH ICE € WEATHER SHEIID 2'I' z w between all wood surfaces that are exposed to concrete or masonry surfaces @ PERIMETERS A VALLEYS PROVIDE WEB 5TIFFENER - 4 2-1" C.e TIi RU EACH 0 U z • Dampproof exterior of foundation wall with a bituminous coating: Foundation SIMPSON H7 JOIST 4 RAFTER CV/ z excavation is not to be backfilled ,or to the instaKlat au candle floor fammg. CONNECTOR 3n (TYPICAL OF GARAGE) U FLUMENG Y HVAC NOTES: PLYWI q' PLYWOOD 5U13FLOOK / J m FASCIA, VENTED a" TJI 560 F.J @ I6" O.C. SOFFIT € I "x FREIZE R-30 INSU TION Al TJI 560 F.J. Q 16" O.C. _ • All plumbing work shall be done by a only Incensed plumber and must conform and adhere to all New York State budding codes € safety requlremerks 2- I a' X 9 z' HEADER ABOVE PROVIDE 2 LAYFR5 e' O DRYWALL ON CEILING 4 z • If wall plates crjoists are cut during the installation of plumbing fixtures or equpme rt ALL WINDOWS AND DOORS; I IAYERa' DRYWALLON O Om contractor must provide appropriate bracing to tie framing back together PROVIDE C520 STRAPPING MASTER CL05ET WALLS OF GARAGE U x • Baseboard heating is to be hot water and zoned. Plumbing contractor is to 2" X 4" 5TUD WALL @ 2 X 4" INTERIOR 0 b n adequately size the system and place the baseboards in an unobstmcbwe location in each room I G" O.C. W/ R-1 5 INSULATION STUD PARTITION I m O required to receive heat. Minimum of one thermostat for each zone Wnll be required. C a' CDH PLYWD. SHEATHING R- IS IN WALL TO GARAGE a ~ GARAGE W/ TYVEK' HOUSE WRAP € HARDIE • Plumbing fixtures to be Kohler brand or approved equal: colorto be white, styles ao PLANK SIDING selected by homeowner. 2- Z' X 6" ACQ SILL PLATE y' PLYWOOD SUBFLOOR BFLOOR • Mechanical subcontractor is responsble for adhering to all applicable codes and OVER TERIMITE SHEIID (~Rf~ safely requnemert" OVER SILL SEAL; I la'TJI 560 F.J.@ IG"O.C VYYYYY K-19 PROVIDE 51MP50N (520 R-19 INSULATION 4" POURED CONCRETE 5lA5 ON COMPACTED FILL WITH W.W.M U • HVAC subcontractor to fully coordinate system data €regmrements with the W/ LFT4 CONNECTORS 6X6/ 10X IO GAUGE WIRE z equipment supplier and to prowde final system layout dimming and submit it to general contactor, owner and equpment supplier for final resew € approval e' DIAMETER ANCHOR BOLTS n V ELECTRICAL NOTES: Wi 7" MIN. DEFTH @ 48" O.C. W/ MIN. 3"X3'ke' WASHER @ PLATE UNEXCAVATED a U' ro • All electncal work tc be BOARD OF FIRE UNDERWRITERS approved and to mclude 8" POURED CONCRETE BASEMENT U z n installation of fixtures t specifications as indicated on plans Light futures to be supplied by FOUNDATION WALL WJ NT J m owner and installed by contractor. GFI outlets required at bathrooms and exteror areas Install 1'-4" X Or d. FTG.; PROV. all outlets as per code. All work is to be done m strict accordance with the New York State Code 2_ #4 REBAR IN FOOTING by a licensed electrician All new switches F { outlets to be cmtion, standard, supplied € installed (TYPICAL ALL AREAS) by contactor. Contractor to do all hook-ups as regmred for bathrooms. BUILDING SECTION "B" z o SCALE: 4' = ).-Cl" z O FLOOR PLAN NOTES: 'NOTE: CONCRETE SHALLBE 4" P.CON(. SLAB ON PC = 3,000 F51 @ 28 DAYS COMPACTED FILL Q ~ • Dimensions shall take precedent over scale drawings. DO NOT 5GALE URAWING5 rvv 1.~ nnrll- .curt vv vv gtiQS pPHEq y0'Qf' z UNDISTURBED 50JL WITHIN All interior walls to be covered with r" gypsum board with metal corner reinforcing All BPAAING CAPACITY Of drywall products, mcludmg gypsum board, screw, point coinpound. topes d trim shall be U.S. I .5 TON5 PER 5QUARE SOOT * (f~ m Gypsum Go. or approved equal. Allpmts shall receive 3 coats of homt treatment. Sand final W coat to a uniform smooth surface. All walls, ceding and interior of closets to be taped and fr W C, spackled, 3 coats, ready for pamt. myp r ,1 • Interior pint to be Denhamin Moore, walls "antique white' and ceilings white, unless 022 otherwise decided by homeowner. All interior trim f mouldings to be high Ill white. ~SSIONP PAGE: Itsa N~Lm ofAwYcrk9lat biwfcranyp x,urY~sft esadxgurels'd~dr~Ym ofa lc~s.-alp q'ralae~r~a a-regsFardarchYect, to aka an rrchYect, laakaanrtancn tlr~e~nsnaiyuay lfa~Ean a^fzandsnE~argthe.~alcfan ergr~ra-arcMa.~-salfaal tieapargngr~a-ardrte<tsh~/ 9 aRrcto fhekanhytiasealareltlrerebGrn aN~e~l6/'fe~YatedbyhY7er'sgta(ueand fl~date dwchak~al~t arch.s~(ccl~,a~,q-ic{deakaalen. 7ife~ deakaalen. lire agna/sealrg ea'ear.~cradat~tsker.Haknl~Yda~r.~rL z W N O O O APPROX. RIDGE _ 2" X 121' RIDGE; U z N ARCHITECTURAL SIMPSON C520 N ¢ I~ z 4RCHITECTURAL A5¢Py I IALT CONNECTOR (TYP. ALL) ROOFING WfTH I 200EING WITH ) 5T PELT OVEK 5 CDX PLYl WITH ICE Q WEATI JVER5 CD)( PLYWOOD NITH ICE' WEATHER 5HEILD Z @ PERIMETER5 t "g PERIMETR5 t VALIEY5 C. S~ w ui 60 J2 N ! m 9 \0 F~ \ 2~L SIMP50N H7 2~ 2- C.D. THRU C.T. R.R. (TYPICAL CONNECTOR \ \ BOTHT ENDS) WIND RESISTANT CONSTRUCTION CONNECTORS TOPOFPLATE _ _ _ FA5CIA<VENTED 50!FIT; CONNECTION LOCATION: PART NUMBER: NOTES: = HEADEKHEIGHT AUGN HEIGHT THROUGHOUT N RIDGE-TO-RAFTERS C520 @ 21 APPLY TO EACH PAIR OF RAFTERS - 2- 2°X 10" HEADER TYP. O RAFTER-TO-WALL H7 APPLY TO EACH RAFTER WRAP FINISH RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 13EADBOAKD L~Jr„L~- CEILING ON PORCH L p y ~ O p 0 PLATE-TO-WALL STUD CS20@18" APPLYTO EACH WALL STUD em K IO"SQUARE CAST e ~z 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or C520 @ 36" APPLY TO EACH WALL STUD COLUMN WITH CAP P t HEADER-TO-JACK 5TUD C520 12" APPLY TO EACH JACK 5TUD BA5E DETAIL (TYPICALAILL) CRJPPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE 5TUD N n' X 6" DECKING SHEAR WALL HOLDDOWN ANCHOR 55TB 16 APPLY TO EACH 51DEWALL END DECK HEIGHT FI R5T FLOOR WRAP UNDER DOUBLE SILL PLATE o 4" X 4" POST ON 10" 2")( ACQ D.J. I G" O.C. I ST. FLOOR-UNDER-51LL PLATE C520 (USE WITH 3" SOUARE WASHERS) - 50NOTUBE W/ POURED 2- 2'X 19 AC IRDER BOLTED TI1Rll POST a/ GRADE CONCRETE FOOTING USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR FROPERIMND RE515TANT CONSTRUCTION. 2'-10" X 2'-O" X I'I )L) N FOLLOW MANUFACTURE'S REOOVENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. (TYPICAL ALL FOOTINGS) PRE PROV. H4 2- C.B. THRU LLJ CO CONNECTOR W m a-- z Z O 0 DIN FOOTING DEPTH 51MP50N ABU44 . _ . _ . _ COI CONNECTOR('rT) z C~ - Z o Z W m RATTER O 0 z RMfR NOrLHE01L1FfER 4UILDING SECTION RIDGE RDGE RAFTER BU I LDI M Dl' PLAT, L., rvae ~J SCALE: T" = I'- wALLAUV 4 --ALE: 4" - I'_0" z wAU AUv TYPICAL FIRM TO R/FIER STWFRNG TWIGAL RIDGE BEAM TO RAEI ER SI IMR'ING TYFIGAL RAFtfRTOWALLSNOOONNELTON ALTERNAPVr WVrm to WALL STILL COPLOOTION ~ Z N n ~ m x 0 m 2ND FUJOR WNL SNO KIN.STICS O WOOD JOIST WOOD JOIST 2NR FLOORI. CRFFI£SNO _ SuorubR BLOCUxG JOIST r4NGER RIM BOARD HEAVER RR~ GIROEVMPADER IST FUJORTOFFIATES JILR STLFS WOOF GIRDER WOOV JUST I sr HOUR WALLSND JOIST PIiMAINGOVFRWNF GRFER JOIST FRAMING FW5N WRI I GIRDEul DER T IIOALIFAOERCONNEOTON U Z~ TWILAL MULTI-S7d2Y OONNECDONS wnLL SLUR Isr FLOORwnJL STUD BOROM HATE ~ UB FlP . W STUD O BOROALTITS FOUFLC IOTA 191. FLOG E ORT, BARFLB SUFILFFF w z FD Doue¢ Jas RM B.OARD J DOUBI£ SILLFIATf OOUBI£ JOIST FOR NOR BEPRNO WAUS FOUNDATION WALL V, OWBI£ JOIST WR UNDER A SATHNB NTT22 ~ z a qIRWn(ILNFJ2n nF~InG ~ MIN z OU MIN ISL ROORTO FW NOATION OrRR TON5 Q ORS-A OFENN 11 F. 1 RILL GASKET HNOTif SOflfRSNOS ~GONM HSIOP..AP CI NG /WN SE IARGER z z o O.,NET TfpMpE SHIEID FOR gL1f MNG GONNPR LORNERSIIIG OFd-d' NIAPON 361Gd sINYSR iOTR, N 1M5FER5HEAR NAIIS hS PE@ g- pP NEW ~ N OgLSILLPTFS - e F0.5lETll NT @ 16d MANUrP JREK E`%4'1W Sf00 ROOVEGAP JOIS COMMOAI NA115 !fly G' O L. ®LCRNERTP. OPHE i° 51LL FOPNRgTION WALLI 2'X9" AOMW ENS-- Pure LU RIMJOIF1 SHEAR WALL CORNER CO INECpON SRI S" IT, SILL PIATES TO FOVNGgPON M CIRENIN6 a 1 AHLHOK BOLT M4 RE IN El SHEPRLONE-MIN 3ENI P Ll 5822 ~ L OII REBM. CNGIH WAL CONSTRUCTION DETAILS t WIND LOAD PATH CONNECTION DETAILS ILYMIN OPESS~N PAGE. PROM CORNER NOT TO Ec METAL HOLO.BOM L UPUPr ANCHOR lts a ~8m d/t~ay Ya-kSlatslawkrary~xn, w?~ lsacArgwekrdeclr~/xrr efa lmerdpol~-arakjrraa-mgstarilart~gteet, toakaan d Meet, toakaan Banrnd;c~Evsnaryuey.lfa~na^~nda-nt~ng dieseal~an a-gr~rcraahtedsakas;l, U.ea1`argagr.~crarch4s2's5a/ 10 aRrcto d~rtanhrytiaseala-rdder.~Ha4rn"alteredbL/'la Fana~l3~hyY.er'.s~6seanclthecaladsehaareNa.s~galredyx`.a-i dd~akeaEen. Theo ~akeraEen. Theaep-ul~akgergrecra-ardrf~tshaeHaSoG'erdan~t ROOF 4"ORCCFVENT 4 O Z m ATTIC F) N BATH 3 o N ~ O Z O N ~ ~I u2 ~I I/a 41 1)2 Q Z ojo W I Z W SECOND FLOOR 1- N m C.OI 1 9 LAUNDRY KffCHEN BATH I BATH 2 ALTERNATIVE FOR OPENING PROTECTION z vn v4 11 4 I rz 4 PI V2 i1 uz fl ua 11 va F.A.I. MITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS PANELS O W.M D.W. 51N LAV F5HALLDIE TURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND MAXIMUM PANEL SPAN_OF_e_'-O" N COVER GLAZED OPENINGS WITH ATTACHMENT HAROWAREPROVIDED. SHOWER TION ION 1 1609 .4 AND 1609.6 5 AND TABLE 1609.1 .4) FIRST FLOOR - z - W - TABLE I G09-1.4 - o o C.01 a z 1114 11/a Va 4 _ WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS O 4 _ To suFf'o 1couNtt FASTENER SPACING (INCHES) DEPT, or1l seRV APlces lmveo HOU SEPTIC LIN& PANEL SPAN < 2'- 2'_O" < PANEL 4'-O" < PANEL 6'-0" < PANEL HWSE TRAP FASTENER TYPE SPAN < 4'-0" SPAN < 61-0" SPAN < 8'-0" 2 I12" #6 WOOD SCREWS 16 16 12 n / (V BASEMENT 9 L u N 2 I12" #8 WOOD SCREWS W S I G I G 12 Lu Ill _ - 1 _ _ [L z N A. THI5 TABLE IS BASED ON A MAXIM_ U_M W_IND SPEED _(3 SECOND _GUST) OF 130 MP_H AND MEAN ROOF =PER O HEIGHT OF 33 O OR LE55 L_ _ z z N B FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD 5TRUCTURAL PANEL DRAIN C WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO THEY SHALL BE Z Lu - O _ ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM WITHDRAWL - - U Z CAPACITY OF 490 LES - - - _ - - - - z PLUMBING RISER DIAGRAM U ~ NOT TO5CALE INDOW AND DOOR SCHEDULE z ~ N O Q V 1 p~ O N O WI 244DH2850 TILTWASH 5.35 9.09 10 U W2 244DH203G TILTWASH 2.5G 4.05 10 1 O 5 25.9 -34 7 50 8 ' DOUBLE HUNG W/ 1 3/8" SILL STOP m° W3 244DH3449 TILTWA5H C.4G I O 55 20 O 4 25.9 -28.1 30 3 TEMPERED IN BATHTUB O W4 C235 CA5EMENT 4.6 9.9 10 20 4 25.9 -28.1 30 5 EGRESS W5 AX31 AWNING 1.4 5.9 10 10 4 25.9 -28.1 50 1 10 5 25.9 -34.7 35 4 DI NLGDC0G8 NARROLINE GLIDER 14,72 29 92 50 50 5 23.2 -29.3 50 I ALL WINDOWS TO BE ANUER5EN, 200 5ERIE5, UNLE55 OTHERW15E SPECIFIkED U WINDOWS TO BE WHITE EXTERIOR, PINE INTERIOR, CLA551C SERIES LOCK5 T HARDWARE IN WHITE FINISH AND FULL, COW z~ REMOVABLE INTERIOR DIVIDED LIGHT GRILLES WHERE 5HOWN ON ELEVATIONS AND FULL, CONVENTIONAL EXTERIOR SCREENS O U ro w z CALCULATION5 FOR WINDOWS BA5ED UPON FXP05U RE B MI J ch n MU5T HAVE PG UPGRADE KIT. COEFFICIENT 1.0 WITH 1 20 mph BA51C WIND 5PEED. A5 PER E Mf MEETS NY STATE EGRESS REQUIREMENTS z } TABLE K 301.2 (2) NEW YORK STATE BUILDING CODE. FC FOR HABITABLE 5PACE CU CUSTOM GRILLES - 5EE ELEVATIONS 7 O 3 WALL OPENINGS INCLUDING WINDOWS AND DOOK5 5HALL BE PROTECTED WITH RPMOVEABLE 5/8" WOOD STRUCTURAL P E OF NEW Q z STRUCTURAL PANELS OPHE z z o WITH MAXIMUM OF 81-0" SPAN. FA5TENER5 FOR SPANS UP TO G'-O" 51ALL BE 2 1 /2 - N 8 WOOD SCREWS AT 19" O/C, F/ 5 AT 19" O/C, FA5TENER5 * USQ FOR SPANS UP TO 81-0" 511ALL BE 2 112- - k8 AT 12'0/C. TABLE 301.2.1.2 U 1 N ¢ W ALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRESSURE REQUIRED, ANY MULLED UNIT5 MUST MEET OR EXCEI MEET OR EXCEED' 922 p 1.5 TIME5 THE DE51GN PRE55URE REQUIRED AND MU5T TRAN5FER LOAD5 TO THE ROUGH OPENING 51-165TRATE. ALL al GLAZING MU5T MEET ASTM E 1996 TE5T REQUIREMENTS A5 PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE 5TRATE. ALL EXTERIOR UCTION CODE FESSIO~P~ REPERTO SECTION K 1009.1 .4 FOR ALTERNATIVE OPENING PROTECTION. PAGE. lt6a OL-411m afALWYcvkSlaFe lawfa'a/NF~'a"%u' l .~sa U.e daia.,-ssJ/'r ula ;.~'q' f /ate t~iaks^an ite alhrtofheAanircl~rsealandHiera'aLrn ah`aedl 'ldatedl~j'hylpr's lueaMd~cl3Ye d'.wcha$Eralm, aida spmhec.8-i~G:lzri a`dea4`azl,, liege ~/toaks^an Ilan cn ti.~eesnary usj; lfa~n a^/~ni/antrarvej fhe ~ala`zn ertyre~rcrasa4`asl, tlrakargycrad#aY's5~/ I I ^a4`aalen. lie gew~lsPadg ergrLre•a'aztp~'ShzElaLoEed