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29593-Z
FORM NO, 4 TOWN OFSOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector .Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY Ili NO: Z-29973 Date: 01/23/04. THIS CERTIFIES that the building NEW DWELLING- . Location of Property: 1280 LANDS END RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map.No. 473889 Section 15 Block 9 Lot 1.29. Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed inthis office dated JULY 16, 2003 pursuant to which Building Permit No. 29593-Z dated JULY 22, 2003 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH REAP, PORCH, 1ST & 2ND FLOOR REAR DECK AS APPLIED FOR. The certificate is issued to JOSEPH A & MADELINE PAPA (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-01-0211 . 01/13/04 ELECTRICAL CERTIFICATE NO. 82080C 01/0.8/04 PLUMBERS CERTIFICATION DATED 12/29/03 HI-TECH PLUMBING Authorized Signatur Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 29593 Z Date JULY 22, 2003 Permission is hereby granted to: JOSEPH A & MADELINE PAPA 43 VISTAS DRIVE SOUTH MANORVILLE,NY 11949 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH, REAR PORCH & 1ST & 2ND FL REAR DECK AS APPLIED FOR at premises located at 1280 LANDS END RD ORIENT County Tax Map No. 473889 Section 015 Block 0009 Lot No. 001 . 029 pursuant to application dated JULY 16, 2003 and approved by the Building Inspector to expire on JANUARY 22 , 2005 . Fee $ 1 , 272 . 00 pd' C"Z' Authorized Signature COPY Rev. 5/8/02 FormNo.6 I4r� TOWN OF SOUTHOLD e. BUILDING DEPARTMENT TOWN HALL 765-1802 ___T APPLICATION FOR CERTIFICATE OF OCCUPANCY 1 j? This application must be filled in by typewriter or ink and submitted to the Building Departmentwith thAN122 A. For new building or new use: L Final survey of property with accurate location of all buildings, property lines, streets, dad,xuidsual natural topographic features. 2. Final Approval from Health Dept, of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees L Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00, Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. l2 29 0 New Construction: Old or Pre-existing Building: (check one) Location of Property: /ago 4 A N D 61y D S '® Ail 01216"'T' House No. Street Hamlet Owner or Owners of Property: c 1WA 0 E t Jn-' 6. IQ PA. Suffolk County Tax Map No 1000, Section /S' Block 9 Lot f 1 Subdivision A O N D IvD AT 0?1 e'4vFi?11re*d Map. ^S909---Lot:: o� g Permit No. of 9 S 4?3 Date of Permit. ZZ Q <Applicant: 0 y M/1 S 6"rgAC n vC_ CoFQ• Health Dept. Approval: k Underwriters Approval: X Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ a!:O O L� S 3 —2 'Applicant Sign ®Baa q ?3 . i opo Gyp y Town Hall,53095 Main Road ` Fax(631)765-1823 P.O. Box 1179 .ji Telephone(631) 765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: SO 16 Q {1,A��7 A (JELIn+F P A P A (please print) Plumber: y l- 7wrrt P Lu#1 3 IN d— (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) --- Imo----- ---._..... `Sworn=to before merhis dayof _ 200 3 Notary Public, County S71 EPHEN G. RENIUZZI,JR. N kA PUSMC,State ofNeNYck 02-RE251965 fluaB`:ieQ in Suf likCa.ty CommissionExp'sr�July 31,0n' r r ll f, - Electrical Inspection Certificate = =+ Issue Date Electrical Inspection Service, Inc. Application -tiX 1/8104. 375 Dunton Avenue 82080C •; East Patchogue, New York 11772 y. (631)286.6642 Issued To: Zoumas Cont. Corp - Street: 1280 Land Ends Road - Village: Orient Zip: 11957 Town: Southold _ Section: 15 Block: 9 Lot: 1.29- Contractor: D. L. T. Electric (L) Lic. # 4966-E Was examined and found to be in compliance with the.National Electrical.Code. — -. - ❑ Commercial ❑ NV Defects ❑ Pool ❑ 1st Floor ❑ Indoor ❑ Basement ❑ Hot Tub — �- EXI Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor ❑ Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters AIC Fans >° 38 39 39 14 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1-20A 1 20 1 30 1-20A ; Furnace Oil Gas Circulators Smoke Detector Bell Transformer 6 Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 C / 2 Bldg. Permit: 29593 Other Equipment I1-200A Panel 15A Air Handlers -30A A/C Cond Hugo S. Surdi - 1-Weil Pumps Douple Pole 20A President �e v Rough Inspection: 11/04/2003 Inspector: Sean P. Hightower Final Inspection: 01/06/2004 w Inspector: Sean P. Hightower This certificate must not be altered in any mannerr Inspectors may be identified by their credentials. j:k"I °7; L�'1' � � . .r ','ri "Yt' �+'( ;✓l f. .17 t. '7e a!'1` 1T i'4, '}4ir.l }':.Y;{ �..,It : t .{ ;}�:,k "d`'t �~N YI i •Y,y t t•�'/1�,os V3..':�1.� • Y• •'•1 1. 1 1 I r • • tii° s .•i'i rWr/I,.f �Y:4aK,::••.'O:". .4�•tiA'}`I''A.:�}-R�•:,:fT:yPVSSM S •y •. LA.•' A�Y.'�}� :''.'+}�•: `•itti' i' ;`•,� .�• :ilv b� . v F : .b .C�'iu'.'� ,� • :i, ir,',< ; ii a Applicant Date. Owners Name: y t �1yu— Reviewed: Architect e Date Edginder: (� Submitted: SCTM #: District: 1 Section: 1310ck: Lot: 1 a/ Project Subdivision Location; A � � Wig/// ��..a� Name; € Single &separate Required certification: Cyes/No) 04'_ 0Fy Rcq.T� ''�� Oro !_oningi)istrict: l>' (lul siu:: Acuial: '� 1 [Lot coveragfJO. r Propa --M Req. fS _ }'ard M Proposed: (Sick Yard i �S Proposed: 1 jRcar YJ b Proposed' i i Project Description: -A : AGENCUERMI'TS Permit d �UIRED FOR REVIEW N.A.. NO YES Number 3A/ f Suffolk County Health Dept. y t New York State D. E. C. f Town Trustees Town Zoning Board approval: Town Planning Board approval Flood Plane Elevation??? Flood Zone: - X o - I No to NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 12OMPH Seismic Design Category:B, Weathering: Severe Frost Depth:36" Termite:M-H Decay:S-M Design Temp: 1.1 Ice Shield Underlay:YES_ Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS:Y/N ROOF RAFTERS:YIN LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) I , i TOWN OF SOUTHOLD PROPERTY RECORD CARD Er1dD �PJI `— set 9— /•.29 " OWNER _ VILLAGE" SUB. LOT S ,� �'' .a DIST. i too O tR OWNER N E ACR. Cie) = v' S W TYPE OF BUILDING RES. SEAS. VL. f( FARM COMM. CB. MICS. Mkt. Value J LAND IMP. TOTAL DATE REMARKS !a ` n �t ,t ix' �`. s ?-�> J %—� f� ��� �����—_ ' •r"ea s � �., � -�mac? I . r 4 'illobie FRONTAGE ON WATER Voodiand FRONTAGE ON ROAD D n Aegdowkpod DEPTH louse Plat BULKHEAD otal M-1802 BUILDING DEPT. 1 ECTION [ UNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: 1 ILI DATE C/ INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FO DATION 1ST [ ] ROUGH PLOG. { OUNDATION 2ND [ } INSULATION [ ] FRAMING [ ] FINAL [ ] FIRE ACE 8 IMNEY REMARS. DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]-INSULATION [ ] FRAMING [ ] FINAL [ } FIREPL E CHIMNEY t REMARK DATE C INSPECT 765-1802 BUILDING DEPT. 1 NSPECTTOUGH [ ] FOUNDATION IST [ PLBG. [ ] FO A,. N 2ND [ ] INSULATION [ F ING [ ] FINAL FIREPLACE CHIMNEY REMARKS: DATE w INSPECT M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU LBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMIN [ } FINAL [ ] FIRE ACE CHIMN REMAR a DATE INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] UL.ATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIM EY REMARKS: ' C � DATE INSPECT FIELD'i1�SPECTIOIREPOIt DA CONIlYIENTS FOUNDATION(1sT) MFOUNDATION(ZND)�` I z p II ROUGH FRAMING& a PLUMBING I It/14110 Y INSULATION FERN.Y. H gill STATE ENERGY CODE FINAL ADDITIONAL COMMENTS O .. _ m H V i w N � I'I TOWN OF Sc7UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following;$efore applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. � 3 Check Septic.Form . N.Y.S.D.E.C. Trustees Examined r�a '200.3 Contact: ZW S CONTAMG CORP. Approved ,20 -� Ma l to; ft Disapproved a/c - Wading Rive"Y i-'n^'ter—_ fTp(n�/ Phone: 4 _tI cg 7r x' Building Inspector ,A),'PLICATION FOR BUILDING PERMIT 3 Date O., INSTRUCTIONS u a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 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 Perinit 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 a Certificate of Occupancy is issued by the Building Inspector, 4 APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the I 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 app'i0able laws, ordrn n -s. h�, ldi=code,.housang code., and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Si oration) Box 361 Wading River,NY 11792 (Mailing address of applicant) !:State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises 7�0 E 4-1) MG-p4 L pn, - q (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. I Plumbers License No. electricians License No. Other Trade's License No. 1. Location of land on which proposed work will bed ne: HOuse Number Street Hamlet County Tax Map No. 1000 Section Block Lot /�01 g Subdivision ,�Lp Filed Map No. S50 Lot a�' 2. State existing use and occupancy of premises and intended use and occupancy of proposed con' ction: a"Existing use and occupancy b. Intended use and occupancy rq M i L /, _ Nature of work(check which applicable): New Building--r- Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Costo Fee (tobepaid on filing this application) 5. If dwelling,number if 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. I7. 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 II8. Dimensions of entire new construction: Front- 2 Rear 7-Z Depth - Height 25' Number of Stories 2 II9. Size of lot: Front r- e Rear 20 ® Depth Zo o 10.Date of Purchase Name of Former Owner 'SOS fAePAS 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: 13. Will lot be re-graded Will excess fill be removed from premises: YES N� 14. Names of Owner of pre,�ises r�� _Address Phone No. 7 T� ni ae of Architect Cil d J 4tj yS}At N S Phone No _ Name of Contractor 'mooc,,M ASS- Cco4 Address A p f Phone No. e3/j-q-+y 5 70 15. Is this property within QQ e t,,kt'a wetland? *YES NO d • „IF' f SOI,FTFIQLD TOWN TRUSTEES 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. STATE OF NEW YORK) SS: COUNTY OF SO (V- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this C p day of /OFc. 20o d Notary Public Signature of App i ROSAL/E SALEM.^,gE NQrARYP:;atIC,Slate of New Ygrp� Quaff Cl S`✓w^79 .Commission Exp � 1Polk Canty LOT AREA- 4f-()O5 sq. ff. NOTE: LOCATION OF ADJOINERS WELLS & CESSPOOLS CAR. ELEV= 18.5 BY OTHERS & ARE NOT GUARANTEED: GAR. ELEV,= 78:5 O i �1VED CESSPOOL S fn' LQ COUNTY zR' Q wtH N teO' ki 25 CESSPOOL IN l f1 St �A E t4 t4 O1W � Lor NlfA19ER sO - awELLrNc - WELL S 8557'46"E. 200.06' (17.4) PiRE i o (17z) PPE (rte+} I 'prop. driveway ------------- 2fi.3' a Z A N GAR. zo m v i o PROP. DECK t w N® A PROP. DWELL. `� MON. , .. 12` t ---o 4$.6' °°• ,roll tl © WeN o' i o j o i 'PLEASE (COTE Minimum distance between well 72 ,, and cesspool is to be 150 feet. m o t > ( -� g (15 j N 8557'46'W 266.06' \ $ t�722' SUFFOLK COUNTY EAMO hALTS R'VICES . I M ` PERMTf FOR APPROVAL OF CONSTRUCTION FOR Is tt• i OINGLEiFAMLYRES iENCEONLY 'z E"IS F. i =47x2 3 APPROVED LANDS END FEDAXRT4JIvn t?F! $ S THE WFWS:(OR DBIF)SO4*ENOrN � r m�n�[YEAR FROM DATE OF APPROVAL PROPEFUY UNESI IRE FOR A SPUMMANI UAND THF)*FORE:A KWOM TO MW THE =MMM OF PERCESUSE. RE NDT JOB No.:01-230 FI No. LANDS END I PIJViTSID ARFAS.ADDFO6H To eUROINGS OR ANY OTHER.MNMUCildl.,.. SURVEYED FOR 7WVUMOWM ALTERARON:OR ADM"M TMS SURVEY IS A VD-VM OF menoN LOT NUMBER 29 M W RE hM V= 9WE MXMRM LAW. MAP OF LANDS END AT ORIENT POINT DUARANIEES"GTE HMM aftL.MX ONLY M THE PMW FM WHW THE SURVfr 73.FI MNP 3X'AND PN RC:Tl *)y TD INE THLE OOTIPAT&. ca"Atem SITUATED AT ORIENT POINT A6e1RY ATS!U?W W 4=1UTIO4 US=HOML Via TO THE ASSW EFS OF THE LENWN6 NSRRftRN. GUARANiB$ARE NOT TRANSFERABLE TO ADDMOWL NMUTONS OR SUBS261w OAA 01 TOWN OF SOUTHOLD - SUFFOLK COUNTY N.Y. COWES OF'*= StlMEY kW NOT BMW 7W LAND SIN rOft'S RIXE WL OR SCALE 1" = 40' DATE 9-4-2001 06=0 SDL SNu+.NOT BE OpNSt MED TD BE'A VAIN IRU=ODP'_ FILED MAP No. 5909 DATE 5-3-1973 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-15-9-1.29 DISK SOD HAROLD F. TRANCHON JR. P.C. j LAND SURVEYOR— II 1866 WADING RNER—MANOR RD_ WADING RIVER, F T NEW YORK, 17792 N.Y. LIC. No. 048992 HAROLD F. TRANCHON,JR. PENN. LIC. No. 2115-E 637-929-4695 i i I / 7 ' z LOT AREA= 40.000 sq. ft. R. . '� nn n55 9 \ 'V^l IN Ly ----------------- 7 �1�s93 _ tar NUMSM 3D S 8957'407E 200.DO' FW e cs t3 � z I'I FOUND. 5 MON. ;y. 11.3' 23.31 . O m z U6m i z N 88 57'40"W 20OA0' I Lar NUAIM 28 m I M h M RGY1D 9-15-2003 FOUNDATION LOCATION LANDS END7-17-03 PROP. DWELLING W OFFSEIS(OR DMIE MRS)SEEM MMEMN FROZE IRE STEAWTURES.TO THE PROPERTY tai ARE FOR A SPmaC PUMP=AND USE MND)HEREFORE ME MOT JOB No. 01-230 FILE No. LANDS .END Mmm TO am THE ERECAKIM UP Famm Kwam"MIs. Paas. PAINS. KNOING ARFA9.AWNnQf M BULDD1Bs OR ANY MER CMVWWJCM SURVEYED FOR '., UKMM RMED A4XMDM4 OR AODMON TO TMS sure 3 A YXX= M Of SEM" LOT NU WR 29 7206 OF IHE NOY YON STME EOUlIM M LM MAP OF LANDS END AT ORIENT POINT OW WREES NDIMED HEWN SHNA RUN ONLY TO THE M" FOR WHOM THE swwy 1s.pwsk L AND DN His aouu m RE.Tn1E CONPNn,awaamRN. SITUATED AT ORIENT POINT MfNCr AND{ENDM MMUTM USTED NEEWN. AND.M R@ ASSIGNEES OF THE ARE NOT TRNMERABLE m MMOVA.Nsnvnm TOWN OF SOUTHOLD — SUFFOLK COUNTY N.Y. cqP� THIS SUTWEY WAP NOT INE L M SURVEYDR'S MM SEAL OR SCALE 1" = 40' DATE 9-4-20f21 =:SEAL 94OU NEA ME WNMERED TO DE A WRN TRUE COPY FILED MAP No. 5909 DATE 5-3-1973 CERTIFIED ONLY TO: TAX MAP NO.(REF ONLY) 1000-15-9-1.29 DISK 500 HAROLD E. TRANCHON JR. P.G. LAND SURVEYOR 1856 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 '--A.Y. LIC. No. 046992 531-929-4595 HAROLD F_ TRANCHON JR. PENN. LIC. No. 2115—E LOT AREJ1= 40,M sq. M NOTE LDCAFION QF mf01NER5 WELLS & CESSPODLS F.EL. E1.EV.= zu s BY OTHERS & ARE NOT GUARANTEED. W. ELEV.= 18.5 I z 1, * LOT NUMMW 3O - DWaLM - WRL r c S 8$'57'40`E 2DO.00' . PIPE ci e pN N i N O M=ld 3 ^ =k Q owFLLINc o � J1 c ea�ymd a Phren 0 Np. 0 PMP' p 1 _ Walt _ O O z to m o i N m 2 z N 88'57'40"W 200.00' o LOT NUMBER 2$ - DWELUNG - WELL «c'TTT m m z R=tiMOW z 6'•47.,2 0 LAND$ END ROW 7-17-03 PROP. DWELLING THE OFFSEM (OR MEMOMM BMW t1BIEON FROM VIE SlMl AMM TO Tiff PROPMY LXM ARE FOR A SPEOM PURPOSE ANO USE LFA!M ARE NOT . 3(18 No. 01-230 � FILE No. LANDS END 8904"M MM Tiff SiEC M OP FEMM R WMA. POOLS, POM PLMMM AREAS,AOMM It MUU*MS OR ANY OM*X CONSOIL ION. SURVEYED FOR UWR40FUM AUEMMON:OR 10DIDO,m TMS StMEV IS x VNMHON OF SeMM LOT NUMBER 29 ?M OF TSE WN YON SME EDUCATION Vac MAP OF LANDS END AT ORIENT POINT OIIARAN,EES MICAND HFSON*ML M%ONLY TO THE POWN FOR ""TIN: WAM Is MMMVMo NO ON NS WOLF TO THE MME OM~,WARMAMN. SITUATED AT ORIENT POINT AM=AM tMOMM OISMIAM LMM MOM Alm-M W POSISI F.ES OF THE WWWOMS ARE NOT TRA OMIMSIE TO MMMMML SIMMONS TOWN OF SOUTHOLD — SUFFOLK COUNTY'N.Y. COPIES of 7M SWMEY NAP NR BMW RE LAID SLIMEVOWS WED SEN.OR SCALE 1" = 40' DATE 9-4-2001 9MOSOM SM OWL NOT HE ONAMERM TO E A WLQ WA COPY. FILED MAP No. 5909 DATE 5-3-1973 CERTIFIED ONLY TO: TAX MAP No.(REF ONLY) 1000-15-9-1.29 DISK 500 HAROLD F. TRANCHON JR_ P.C. LAND SURVEYOR -T ' B66 WAMW ISA-MANOR RD. WADING RIVER, NEW YORK. 11792 HAROLD F. TRANCHON JR. j,Y. LIC,No(� 631-929-4695 PENN. LIC 1 2115—E i LOT -AREA=`40,000 17 7 A Ar 4t IF �a,S4#�i : 200.09' h7 2 F I ' dpf* MI z` r. 58. nd dld AQ rid Nsk; 51` C 9 ovw boas'*hwwwyy o _N 88 Sr40"W 206.60' MT MMSM 28 NOTE: CESSPOOL. SEP'M TA* & WELL H�3Q,tla'. LOCATIONS BY OTHERS. 12-5-2003 FINAL SURVEY' 9-15-2003tFOUNDATION LOCATION . 7-17-03 1 PROP] DWELLING FRw#Y{lYR,Ait a xanPc raw usE AND-traAEFmE ora:+wr JOB No..01-230 FILE No. LAND# utm+oEv �o kUwe nF Foar PA# Fntpq apr� Atwmon mnnw s att*r omsx emsanicnox. SURVEYED FOR -q u OPM09M AL OR AWM TO IM SL*N r a A V4LAW Q of SWnM .LOT NUMBER 29 nm IF THE Nw MK TE airia: m W MAP OF LANDS Ertl) AT ORM PONT C p aav s Mmca�u t�oif"am m cam+r +at.: SMATED AT ORIENT POINT < tatomCoK, 04*xlmm A An Not t m MMUM_MMMMONis TOWN OF SOUTHOLD — SUFFOLK COUNIYtb.Y. copFs,aF t is gmakr ww 7�T urw mon,am as m tet.ax SCALE I" 40'' DATE 9— 20{ ; e7trT rar a is BE A mW CW- FILED MAP No. 5909 DATE 5-3-1973 CERTMED ONLY TO: TAX MAP No.(REF ONLY)1000-15-9-1.29 DISK 500 RRAROLD F. TRANCHON JR, P.C. LAND SURVEYOR lmw WADWG RIVER MANOR RD. WADWG RIVER, ,+f ! NEW YOf*, 11792 R(XD F., TRANCHON JR. PEtVNLLLIC No. E HATa31 929-4&95 i GENERAL NOTES 1.THE ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK. 2. ALL MATERIALS, ASSEMBLIES, CONSTRUCTION AND EQUIPTMENT IS TO BE IN ACCORDENCE - _ - - WITH THE BUILDING CODE OF THE STATE OF NEW YORK AND MANUFACTURES INSTRUCTIONS 3. VERIFY ALL DIMENSIONS BEFORE AND DURING CONSTRUCTION, NOTIFY ARCHITECT OF DISCREPANCIES DO NOT SCALE DRAWINGS. -- _ 12+ in 12 4 DEVIATION FROM THESE PLAN6,UNAUTHORIZED DUPLICATION OR REUSE WILL NEGATE MATCH ARCHITECTS CERTIFICATION AND IS A VIOLATION OF NYS LAW. DRAWINGS ARE THE COPYRIGHT -_ RIDGE OF THE ARCHITECT. _ - --- 5. THE ARCHITECT IS NOT RESPONSIBLE FOR THE DISCOVERY,PRESSENCE, PREVENTION, SECOND FLOORREMOVAL OR HANDLING OF ASBESTOS, HAZARDOUS MATERIALS, GASSES,FUMES, MOLD AND — — — - _ OR MILDEW PLATE HEIGHT - -- 6. THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION, MEANS METHODS, -- -- - -- 9'-1"PLATE HEIGHT AT FIRST AND TECHNIQUES, SEQUENCES, PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN _ SECOND FLOORS 8' PLATE CONNECTION WITH THE WORK. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ERRORS OR _ ❑ ❑ ❑ ■ ❑ - -- - - - - HEIGHT AT PORCH AND GARAGE OMMISIONS OF THE OWNER,CONTRACTOR OR SUB-CONTRACTORS 7. THESE PLANS ARE OF LIMITED SCOPE AND ARE INTENDED FOR USE BY EXPERIENCED OWNER/BUILDERS FOR CONSTRUCTION ON OWNERS PROPERTY WITH FINAL SPECIFICATIONS _ SELECTED BY THE OWNER THE ARCHITECT, NOT CONTRACTED TO CONTROL THE 4.5 In 12 - -- -_ _-_ _ - --_ - - - CONSTRUCTION PROCESS IS NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED BUILDING AND SITE IS IN COMPLIANCE WITH ALL BUILDING CODES, LOCAL LAWS, REQUIREMENTS - -- -- -- _ _- --_ OR SUITABILITY FOR A PERTICULAR USE. THE ARCHITECTS LIABILITY TO OWNER OR ANY THIRD SECOND FLOOR — — -_ — -- -- _-_ PARTY IS THEREFORE LIMITED ONLY TO THE FEE PAID FOR SERVICES RENDERED 8 USE OF THESE DRAWINGS INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS AND ARE A PART OF THE AGREEMENT WITH THE ARCHITECT. m R301.2 DESIGN CRITERIA: FIRST FLOOR --- - -- - - -- _.- _� - PSF LOADS NDOWS GROUND SNOW - n — - -_—_ -- - --- — R301.2.1.1- --- -- --- - -- - -__ - -- - - - " --- S EISMI ERA G ORY D S5 HE IWIND DEOSIGNI CRITERIAND BASIC WIND SPEED 120 MPH DOORS SHOWN WITH FLOOR PLAN . --------- ---- THIS BUILDING HAS BEEN DE NED ------ - -- '- '--- -" - '- FROST LINE DEPTH ; 36" MIN. TERMITE PROBABILITYMOD/HEAVY WITH THE FOLLOWING APPROVED DECAY PROBABILITY _ MODERATE REFERENCE FOR BASIC WIND SPEED GRA I ICESHIELD REQUIRED _I SUGJESTED AAF&PA WOOD FRAME CONSTRUCF 120 MPH (ENCLOSED TIONi, SCREENED IN PORCHFLOOR HAZARDS N/A MANUAL (WFCM)- PERSCRIPTIVE. -- - - - - - - - - - - DESIGN LIVE LOADS PSF DEF. THIS BUILDING IS IN A 120MPH ALL FOOTINGS T-O" MIN BELOW NON SLEEPING ROOMS, 40 U360 WINDBORNE DEBRIS REGION. GLAZED GRADE ON UNEXCAVATED SOIL STEP SLEEPIN_G_RO_OMS_ 30 U360 OPENINGS ARE REQUIRED TO BE _ FOOTINGS 30 DEG MAX DECKS 40 U360 PROTECTED AS PER THE ATTICS WITH 20 U240 REQUIREMENTS OF R301,2.1.2 - USE � 1 - - - - - L1 - - - - - - -`- - - - - - 1 -y - - - - - - - - - - - - STAIRSNOSTO AGE 10 U240 ANDERSENTRHSIISTANTCH" UNITS �I L _ - - - I_ - L � - - - - - WITH ATTICS NO STORAGE 10 U240 T GLAZING FRONT ELEVATION GUARDS/RAILS___12001t AT TOP R301.2.1.4 EXPOSURE CATEGORYS: DEAD LOADS ARE BASED ON ACTUAL NORTH B SOUTH B MATERIAL WEIGHTS OF ASSEMBLIES EAST B WEST B ROOF SNOW LOAD AS PER ASCE 7 DWELLING IN SEISMIC CATAGORY C IS 45 PSF(0.7)(1)(1)(1) = 32 PSF EXEMPT FROM SEISMIC PROVISIONS J COMPLY WITH A, L CGDES OF -- - - - -NEW YORK STATE &TOWN CODES AS REQUIRED AND CONDITIONS OF [A SWMDTAZIIA SIX WU7 TOW' RANNINGTRUSTEES ORq SOlAFIOLC TOWN TRUSTEES 6 in 12 6 in 12 N.Y.S.OEC SCREENED LOUVER VENT PLUMBING WAII-L)INLi HC t;8%j: tr1 ALL WATERI NG WASTE & LINES NEED TESTING BEFORE COVERING FLOOD ZONE—--Z— FIRST FLOOR LIVING 1 ,219 COMPLY WITH CHAPTER"46" FLOOD DAMAGE PREVENTION SECOND FLOOR LIVING 1 ,073 snuTHOLD TOWN CODE. TOTAL LIVING AREA 2,292 PLUMBER CERTIFICATION OPEN TO BELOW 27 ON LEAD CONTENT BEFORE ALL CONSTRUCTION SHALL GARAGE AREA 494 4.5 in 12 CERTIFICATE OF OCCUPANCY MEET THE REQUIREMENTS,OF THE SCREENED PORCH 68 SOLDER USED IN WATER CODES OF NEW YORK STATE. 4.51n 12 SUPPLY SYSTEM CANNOT COVERED PORCHS 181 EXCEED 2110 OF I%LEAD. DECKS 332 CERTIFICATION OF Approximate gross floor areas based on nominal material dimensions. NAILING i CONNECTIONS Living areas include first floor stairs and finished floor areas to the outside I REQUIRED. ❑ o - I of house exterior walls and to one half of garage or open to below walls. kERWRRERSCERTIFICATi Garage area includes one half of house walls to outside of garage exterior r, .? REQUIRED walls. Second floor open to below space includes stairs below. Decks and OCCUPANCY OR porch areas are from exterior walls to outside edge of deck/porch, USE IS UNLAWFUL Fireplace/flue chase not included in areas. DO NOT PROCEED IWITH ® ®®® FRAMING CIvIFICATE OFFUNDATIONLOATON OF OCU AjNCYHAS BEEN APPROVED. ®® ®® Eric Nicosia ®®®® ® ®® ® NMVMASWM RIzLNIT�GT DATE: 7 03 ea. r a9 s 3� y�a 414 Main Street, Suite 203, Port Jefferson, N.Y. 11777 FEE NOTFV v. Telephone: (631) 928-4456 e928-9543 � eM �' r-L - - - - - - - - L - 7WIM &AyTQ4�JIK .ecncosa.com. a : c@encnosia.com '- - - - - - - - - - - 1 FFOUM STION Rlgiw�p APPROVED BY PAP? RESIDENCE RIGHT ELEVATION - oU ...cs, a ORIENT, N.Y. aTCO 4; NOTES ELEVATION5- 1 4. FINAL - ONSTp 1RJST � CO.a , tK5 CDMPLETE FOIi CA. ALL CONSTRUCTION BHIALL MEET INE REGUIREMENTSOFTHEICGDESOFNW Job#: 030500 Scale: 1/4"=1'-0" A YORK STATE. NOT RESIPONUM FOR y >A 1 DESIGN OR CoNBiALN7" ERRORS' l ' ' Date: 7/15/03 By: E.N. Rev: ELEVATION REFERENCE NOTES R325.1 Approved numbers or addresses shall be provided for all new buildings in such a position as to be plainly visible and legible from the street or road fronting the property. R613.5.1 Window and glass door assemblies shall be anchored in accordance with the published manufacturer's recommendations to achieve the design pressure specified. Mullions shall be tested by an approved testing laboratory. Maximum mullion deflection= 0175, Mullions shall be capable of resisting a load of 1,5 times the design pressure loads. R703.1 The exterior wall envelope shall be constructed in such a manner as to prevent the accumulation of water within the wall assembly by providing a water resistive barrier RIDGE VENT behind the exterior veneer as required by Section R703.2. ❑ ❑ BEE bR806.3etween Vent clearance. n minimum of a thinch (25.4 mm) space shall is provided between the insulation and the roof sheathing at the location of all vents R901. Roof assemblies shall be installed in accordance with this code and the approved manufacturer's installation instructions such that the roof assembly shall serve to protect the building or structure. Flashings shall be installed In such a manner as to prevent moisture entering the wall through the joints in the coping, through moisture permeable material, at intersections with the roof plane or other penetrations or changes in slope. Roof coverings shall be applied in accordance with the applicable provisions of this section and the manufacturer's installation instructions. Underiaymentt shall conform with ASTM D 226, Type I, or ASTM D 4869, Type I. Self-adhering polymer modified bitumen sheet shallcomply with ASTM D 1970. Asphalt shingles shall have self-seal strips or be interlocking, and comply with ASTM D 225 or D 3462. Fasteners for ■ ■ asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails,minimum 12 gage shank with a minimum 3/8-inch diameter head, Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the sheathing.Fasteners shall comply with ASTM F1667. Asphalt shingles shall have of six fasteners per shingle. Underlayment shall be applied shingle fashion, parallel to and starting from the save and lapped 2 inches, fastened sufficiently to hold in place. End laps shall be offset by 6 feet. In areas where the averagedaily temperature in January is 25d or less, an ice barrier that consists of a least two layers of underlayment cemented together or of a self-adhering polymer modified bitumen sheet, shall be used in lieu of ff��Il normal underlayment and extend from the eave's edge to a point at least 24 inches inside the exterior wall line of the building. Underlayment applied in areas subject to lu high winds greeter than 110 mph shall be applied with corrosion resistant fasteners In accordance with manufacturers installation instructions. Fasteners are to be applied along the overlap not farther apart than 36 inches on center. Flashing for asphalt shingles shall comply with this section. Base and cap flashing shall be installed in accordance with manufacturer's installation instructions. Base flashing shall be of 91th9r corrosion-resistant metal of minimum nominal 0.019-inch thickness. Cap flashing shall be corrosion resistant metal of minimum nominal 0.019-inch thickness. Valley liningp shall be installed in accordance with manufacturers installation instructions before — _ L — — — — — — — — — —I— —I ,— — L applying shingles.Closed valleys (valley covered with shingles),valley lining of one N of _ — — _ T- - - - _ L - - - - - - - - - - - - - - - - - - - - - __ - - - - - - - - - - _ _ ._ - - - L L - - - - - - - - - � L — - - J — J smooth roll roofing complying with ASTM D224Type 11orType III and atleast06infH6q (914 mm)wide or valley lining asdescribed in Items 1 and 2 above shall be REAR ELEVATION permitted.Specialty underlayment complying with ASTMD 1970 may be used in liby 0� the lining material. A cricket or saddle shall be installed on the ridge side of any chilmt joy greater than 30 inches wide. Cricket or saddle coverings shall be sheet metal or bf'th same material as the roof covering. Sidewall flashing. shall be by the step-flaffin,,9g method. Other flashing against a vertical front wall, as well as soil stack, vent Rix rY�1 chimney flashing, shall be applied according to asphalt shingle manufacturerq plan; instructions. ELEVATION CONSTRUCTION NOTES ROOFING6 NAILS PER SHINGLE ASPHALT/FIBERGLASS ROOFING SHINdL#$ 2'-0" MIN. OVER RIDGE RIDGE VENT5 AND ACCESORIES - SEE CODE NOTES ABOVE, ALUMINUM GUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAP A§ REQUIRED TRIM: WHITE ALUMINUM CLADING. RAKE TRIM: 1X2 ON 2X6, SPACE FQN IiIING. 6 in 12 FASCIA: 2X6. CONTINUOUS VENTED VINYL SOFFITS. Q 6 in 12 \ SIDING: VINYL SIDING AND ACCESORIES, WINDOW/DOOR DRIPEDGI?, FLAwo3s, TAPED TYVEK HOUSE WRAP. VINYL SIDING TO CONFORM TO ASTM "14. APPROVED U L. LISTED FLUE CAP AND COLLER WITH SLOPED STAIN4liO4 fttt / CHASE CAP. i6. CHIMINYS/FLUES TO BE T-0" MINIMUM OVER ROOF AND 2'-0" MINIMUM ,�J{IGH0 THAN NEAREST STRUCTURE WITH IN 10'-0". CRICKETS AND FLASHING$A� . . . REQUIRED IN R808. ' 4.5 in 12 rte■'' eric Nicol I I I I I III III ARLNITEGT I I 414 Main Street, Suite wte 203, Port Jefferson, H!`Y, 1 4p Telephone: (631) 928-4456 Fax: (631) 928-9543 www.ericnicosia.com. E-Mail: eric encnicod IM1 APPROVED BY L _ I � L _ _ I I_ I_ P,4Pft RE5IDENG �_ - - -- - - - - - - - - - - - - - - - - - - - � � --iL _L J R ORIENT, N.Y. LEFT ELEVATION 4;� �- e " NOTES ELEVATION* j * \ 'r Job#: 030500 Scale: 1/4"=1'-0" J o ate: 7/15/03 By: E.N. Rev: 'N. FOUNDATION NOTES: R323.1 In areas subject to decay damage and all wood in contact with the ground shall require the use of approved pressure preservalively treated or decay-resistant lumber. R324.3.1 Treat cut ends, notches& drilled holes in accordance with AWPA. R324 Subterranean termite control.Termite shields, Pressure preservatively treated wood in accordance with the AWPA standards and or termite-resistant wood. Chemical soil treatment may also be nessasary depending on site conditions. 8401 3 Drainage. Surface drainage shall be diverted to drywells or other approved 57-z point of collection not to create a hazard. Lots shall be graded so as to drain water away from foundation walls a minimum of 6 inches within the first 10 feet or swales shall be provided to ensure drainage away from the structure. 72X10 PPT — I 8502,2.1 DECK/PORCH GIRDER POST TO FOOTINGS R401.4.1 Geotechnical evaluation. In lieu of a complete geotechnical evaluation, the Is" 0 11`°" load-bearing values in Table R401.4.1 have been assumed. Compressible or shifting, soils shall be removed in conformance with R401.4.2 a $ HOLDOWN BOLT ASSUMED SOIL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO 416-2-- 9.-0.. THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY GW,GP,SW,SP,SC,GM,GC. 1'-7" 1 12-13" 85022 DECK/PORCH TO HOUSE CONNECTION 12'-5 3/8" NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION. (2)HOLDOWN BOLTS 2 2617HOEDOWN BOLT 2617 6' 7 3/B" , _ HANGERS TO LEDGER BOLTED — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — R402.2 Concrete. Materials used to produce concrete and testing thereof shall comply with the applicable standards listed in ACI 318 or ASTM C 1157 Reinforcing steel and m - - — — — — — — — — — — — — — — — — — — — — — — - Installation to be in conformance with ACI 318. Anchor bolts to be inconformance with b m 8403 1 ANCHOR BOLTS 48"O C. I tASTM 307. 2P6 HOLDOWN ' 0' Q" 46-10" U 6" ON fi 6 PPT O p POSTS MINIMUM CONCRETE COMPRESSIVE STRENGTH: 3,000 PSI @ 28 DAYS — U , o e' CLG - 6._q.. ✓ CONCRETE AT BASEMENT FOUNDATION WALLS,EXTERIOR WALLS, BASEMENT U s'-o" y PORCHS,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED. IN CONFORMANCE WITH AC1318. NOMINAL SLUMP: WALLS 6, SLABS 5 R506 4"BASEMENT SLAB rn 4 c7 o M Q BM PKT _ '- 3-2X10 PPT , R403 Concrete Footings shall be supported on undisturbed natural soils. All exterior U L HEAT w ¢ Q r footings shall be placed at least 3'-0" minimum below grade The top surface of footings LISTED °' a shall be level. Changes in elevations and a acent slope requirements shall be in —' �+ (2) 1-3/4"X11-7/8" LVL GIRDER ON 3"DIA STEEL O1 Y a o Y g 1 P 9 FLUE - COLUMNS ON 2'-0"X2'-0"X1'-0"P.C. FOOTINGS v v 5778" conformance with 8403 — — • W Ch 8403.1 ANCHOR BOLTS 48"0 35'-2" r — — — — — — — — — — — — I HANGERS To BOLTED LEDGER — — R404 1 Concrete Foundation Walls shall be constructed as set forth in section R404 and ACI 318. Backfill shall not be placed against the wall until the wall has sufficient r HOEDOWN BOLT' � strength and has been anchored to the floor above, or has been sufficiently braced to L _ _ _ _ _ _ _ _ _ - _ _�_ 1 _ - _ _ _ _ _ - N, prevent damage by the backfill. Such bracing is not required for walls supporting less O - - - - - - - Z �====_ -= s- _ _ _ = Z +- _ - - - - - - - - = 6„ 11,_0�� 6„ m r T 1 than 4 feet of unbalanced backfill. R405.1 Foundation Drainage. A drainage system is m BEAM PKT — — - _ - — ' — —� BEAM PKT 9 9 Y not required when the foundation is installed on well-drained ground or sandgravel o mixture soils according to the Unified Soil Classification System, Group I Soils, as - > detailed in Table R405.1. Other soils require require drains in conformance with R o ¢ l4 Q 405 1 around all concrete or masonry foundations that retain earth and enclose - o Z I "' habitable or usable spaces located below grade. R406.1 Foundation dampproofing. Except where required to be waterproofed by Section R406 1&2, foundation walls that retain earth and enclose habitable or usable a _ spaces located below grade shall be dampproofed from the top of the footing to the Rao4 FOUNDATION WALL .- finished rade b applying one of the listed dam roofin or waterproofing materials I m n_UP � 9 Y PPY 9 PP 9 rP 9 4'-0" 84°3 FOUND. FOOTINGS N 4 4 listed In Section R406 .In areas where a high water table or other severe soil-water conditions are known to exist, exterior foundation walls that retain earth and enclose habitable or usable spaces located below grade shall be waterproofed as per R406 2 4 zxe PPr 1B"oc R407 Steel columns.All surfaces (inside and outside) of steel columns shall be given a UNEXCAVATED shop coat of rust-inhibitive paint, except for corrosion-resistant and coated steel. e § I j rot g,f (2) HOEDOWN BOLTS I m HOEDOWN BOLT 35'-2" 20'-0" - Approved manufactured corrosion-resistant, coated steel columns with top bearing _ _ plate shall be bolted to the girder and the bottom with any adjustable threads on �I ry ® 1 I — $ m bearing plate embeded in the concrete slab _ I� - - -I- - - m la 7 3/8" R403.1 ANCHOR BOLTS4B O C I 9 3/9' 4 o N 6'_3" r 6. 3.. 6�4" T_6" >r 6'6" a 6'-8" 8.. 1 r I ry - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - ® - - - - ' J ' - - — — - - - - - - - - - - - � 2-2X8 PPT 2-2X8 PPT 8502.2. DECKIPORCH TO HOUSE CONNECTION: 14'-8" 6'-0" 13'-2" - - - - - - - - - - - 57/B" R502.2 1 DECK/PORCH GIRDER POST TO FOOTINGS: HOEDOWN BOLT 35'-10" 21'_q• HOEDOWN BOLT 57'-2" A 6.5" MIN. WIDTH FOR TRIPLE PLY LVL GIRDER - SEE PLAN 3" DECK POCKET 6 1/2" DEEP - N LVL POCKET U') `— 10 1/2" DEEP 0 3 R\\\ 2 \ AIR SPACE 3 / " o 3" MINIMUM BEARING STEEL OR SOLID SLATE SHIMS R502.61 BP2 TWO PLY BEAM POCKET BP3 THREE PLY BEAM POCKET KEY NOTES KEY NOTES e r i c Nicosia ANCHOR BOLTS REISIT WIND UPLIFTAND 8404 FOUNDATION WALL 8"THICK 3,000 PSI AIR ENTRAINED CONCRETE SLIDING FORCES. HOLDOWN BOLTS ARE CORNER POST ABOVE 8 3/8" TWO PHD2 HOEDOWNS 8506 BASEMENT SLAB PHD2SHEAR \ (REQUIRED AT TWO USED TO RESIST OVERTURNING MOMENTS �� 1 " �ONLYv SHEAR wn LS R403 FOUND FOOTINGS 8"X16"WIDE CONTINUOUS, KEYED P.C. FOOTINGS 4"THICK 3000 PSI PC SLAB ON SAND BASE OR SUBGRADE ARCH ITeCT AT ENDS OF SHEAR WALLS WALL HOLDOWN �j ONLY 8' HIGH 8"THICK WALLS SUPPORTING VOR LESS OF UNBALANCED FILL, OR R506 GARAGE SLAB m V WALLS THAT REST ON THE FOLLOWING SOIL TYPES - SANDY GRAVEL ANDOR 4"THICK 3,000 PSI AIR ENTRAINIED P.C. SLAB ON SAND BASECO P LE CN 5/B" 414 Main Street, Suite 203, Port Jefferson, N.Y 11777 COUPLER NUT r - GRAVEL (GW/GP) , SAND, SILTY SAND (SW,SP ) DO NOT REQUIRE VERTICAL OR SUBGRADE WITH 6X6 10/10 WELED WIRE MESH, PITCH Telephone. (631) 928-4456 Fax: (631) 928-9543 REINFORCEMENT AS PER NYS RESIDENTIAL CODE SLAB TO OVERHEAD DOORS www.encnicosia.com. E-Mall: eric@ericnicosia.com o - R403 COL. FOOTING 2'-0"X 2'-0"X 1'-0" POURED CONCRETE FOOTINGS5/8"GALVANIZED ASTM 307 � ' q = SO-GALVANIZED ASTM 30713/GRADE 60 THREADED L GRADE 60 THREADED LE 8407 COLUMN 3.5" DIA. APPROVED STEEL COLUMNS M1801 U.L. LISTED FLUE "P PAPA RESIDENCE ANCHOR BOLT WITH NU7S HOLDOWN BOLT. SEE AND 3"X3"SLOTED FOUNDATION PLANWALL 8502.2.1 DECK/PORCH TO HOUSE CONNECTION: M1801 NONCOMBUSTIBLE FRESTOP' AT FLOORS & CEILINGS SQUARE WASHERS.SEE 3 1/2" ° JOIST HANGER TO PPT LEDGER BOLTED TO RIM BOARD WITH 172" '',' /-�moo^' ^ r Oa ORIENT, N.Y. FOUNDATION PLAN 1 3l4" DIA. GALV LAG BOLTS &WASHERS 16" O.C, STAGGER VERTICAL MI 321 HEAT UNIT U.L. LISTED BOILER WITH HOT WATER STORAGE * FOUND�'tTION PLAN DET�'tl L5 R403.1X HOLDDOWN R502.2.1 DECKIPORCH GIRDER POST TO FOOTINGS: M1306 PROTECTION IN CONFORMANCE WITH U.L. LISTING it 8403.1 ANCHOR BOLT ,c +� (2) 5/8" GALV. BOLTS/NUTSNVASHERS THRU GIRDERS &4X4 PPT �` �' �o Job#: 030500 Scale: 1/4"=1'-0" POST(6X6 IF MORE THAN 4' LON(i) ON 12" MIN.DIA. P.C. FOOTINGS q; A _1 WITH PA4 POST BASE AND 1/2"ANCHOR BOLT A - Date: 7!15/03 By: FRAMING NOTES ALL FRAMING LUMBER TO BE DOUGLAS FIR-LARCH #2 PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE #2 J J TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED ° ° ppT STEPS NO HOLES ALOWED IN LVLS OR ANY HEADER/GIRDER, NOTCHING AND 36"RAILING _DIN __ TO GRADE pqg HOEDOWN TOP AND BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH - BOTTOM OF 6X6 PPT POST 57'-2" AF&PA WFCM. 4-2X10 PPT DOUBLE FJ UNDER TUBS, HEARTHS AND AT FRAMING OPENINGS SOLID 48'-2" 9'"0 BLOCKING UNDER NON LOAD BEARING PARTITIONS I JOISTS TO P17� 12'_0" o CONFORM TO MANUFACTURERS I NSTRUCTIONS. -' PHD2 SHEAR (2)PHD2 SHEAR 1 DECK 2-6" 2'-64" 3'-6" 6'-4" 3'-6" 4" WALL HOLDOWN JOISTS/RAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. WALL HOLDOWNS N \�0' 5/4X6 PPT 1',6'4" M1501 ExHAusT SOLID BLOCKING/SOLID WEB STIFFINERS AT ALL SUPPORTS DIAPHRAM FWG60611L AW 1- TEM ERED TW3052 TW 052 TW 032 BLOCKING AS INDICATED. NAILERS FOR GYPSUM BOARD CEILINGS AS REQUIRED. FIRE/DRAFTSTOP CHASES AND PORCHS. 3-2X10 2-2X10 2-2X10 2-2X10 j0 2-2X10 61O T-1" W D 2x8 FJ 16" o C WITH FLAT LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: o O ROOF ASSEMBLY-SEE E=2,000,000 psi, Fb= 2800 psi, Fv=285 psi SECOND FLOOR N 2'-0" 6" 18'_2" 5'-0" 4" 13'-4" 4" 6-0" 4" 0 5'-2" 6" o LVLS TO HAVE MINIMUM OF 3" BEARING. NO HOLES ALLOWED IN LVLS. N O BATH LAUNDRY 6-1"PLATE HEIGHT c x _ Eo _ DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER N BATH s'cEIUNG _ (:J - 3-2x10 - WITH A MINIMUM OF 2 ROWS OF 16d NAILS 12" O.C., 3 ROWS OF 16d SITTING ROOM NAILS 12" O C. FOR 14"-18" MEMBERS. SEE MANUFACTUTRERS o BEDROOM 1 ° _- - 2468 668 INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF o - COVERED PORCH 3/4 HOUR SELF SIDE LOADED MULTI-PLY BEAMS. OCLOSING FIRE D PHD2 SHEAR LL 2468 DOOR TO STEP /.. I] HALL�O m- - - - - - - WALL HOLDOWN J CONNECT JOISTS TO FLUSH HEADERS, GIRDERS STEEL FRAMING o m 2-2X10\\ V Imo' HANGERS, AS PER MANUFACTURERS INSTRUCTIONS o - - 14'-2" -�' m 2868 yo SEE LOAD PATH/SECTION SHEET FOR ADDITIONAL ROOF STRAPS, 9-1W'LVL FJ BEARING PTN (2) FLUSH 3-2X10 2-2X10 N HEADER AND SILL STRAPS HOLDOWNS, SHEAR WALLS, ETC. v 9-1/4"LVL 9-114" LVL 2668 2668 .- - - - - - - _ 2-2x10 - m o 5068 —cLosET CLOSET o 0 o NAILING SCHEDULE - MINS. AF&PA WFCM REFERENCE N w EV CLOSET p i CLOSET N - - c7 Ow- 5068 O 2668 1p `� z NOT INCLUDING UPLIFT& HOEDOWN CONNECTIONS. m 6v 5'-g" 4" 5'-9" 3'-10" 4'-0' 4'-4" 4'-49 Ir F- BUILD GABLE THRU,- a 5o Z o m ° GARAGE, LAY U I o a - DESCRIPTION - Galy Common Naris #/NAILS NAIL SPACING LL RIDGE EXTENSION � N oro UO N OVER - 0 ROOF/CEILING: Zn o ° o �� '�_ ° Roofing Shingles 6 roofing nails per shingle o G z o 668 J �- _ _ _ _ _ _ _ _ _ z Structural Sheathing- Interior Zone tad 6" o.c edge, 12" o.c, field ZL m o m v Structural Sheathing-4' Perimiter Zone Bd 6" o.c edge, 12" o.c. field 70 U CO e - — — - - - - - a w - z o GARAG.7 E - _ _ 120 mph - Sheathing- 4' Perimiter Zone Bd 6" o.c edge, 6" o.c. field S � w o0 a 9'CEILING 15 R m' �' 5'-0" - = U' `� BEDROOM 3 ° - �' Sheathing @Flush and Flying gables 8d 6" o.c edge, 6" o.c. field U) BEDROOM 2 o R506 4" GARAGE SLAB N N N 120 mph - @ Flush and Flying gables 8d 4" o.c edge, 4" o.c. field b LL d Oto w PITCH TO OR - - - - - - - Rafterlfop Plate (toe-nailed) 3-8d per rafter m w O U U 518"TYPE X GYPSUM BOARD ON p Ceiling Joist/Top Plate (toe-nailed) 3-8d per joist FOYER z o 0 00 WALLS AND CEILING INSIDE OF v Ceiling Joist/Parallel Rafter(face-nailed) 3-16d each lap if CJ not on top plate zxs Rwodncoc .- '� 9'CEILING N m GARAGE. 1/2"TYPE X GYPSUM w U U Ceiling Joist Lap at Partition (face-nailed) 3-16d each lap ' o m W O O � U BOARD ON HOUSE WALLS m - O 00 = Cotler Tie to Rafter face-nailed 2-10d rn o 6" 14'-2" 6" -0" 4" 13'-4" 4' 3 � k ADJOINING GARAGE M w a c o ( ) per tie 3-10d req @ 120 mph zones w - - - m " Blocking to Rafter(face-nailed) 2-8d each end - 2-2xto 2.2X10 2-2X10 2-2X10 o w H- �' m CO Rim (fascia) to Rafter(end-nailed) 2-16d each end ' wZ fO (2) h3/4"%9-1/4"FLUSH LVL m ° Gypsum Board - Ceiling 5d cool 7"o.c. edge, 10"o.c. field m ';' TW3052 TW io 1 m of °° < PHD2 SHEAR a k X WALL: / F 4'-2" ] 2 5668 ~ — —2'CANTILEVER ABOVE—i' WALL HOEDOWN Om ¢ N TW 052 TW 052 - O HANGER TO LEDGER _ _ _ _ O Gypsum Board - Wall Sd cool 7"o.c. edge, 10"o.c. field 31-4" � - -�- - - - - - - - - - - - - - - - - - - '� cnz- - - - - - � (2)PHD2 SHEAR " m 0 COVERED PORCH �- - - - - - Structural Sheathing- 8d s" o.c edge, 12"o.c. field WALL HOEDOWNS / l a �-' m a 4" 20'-8" 4" p 8 I ( 0 N SCREENED PORCH Top Plate to Top Plate (face-nailed) 2-16d perfoot N i N gg 5/4"X6" PPT DECKING L N ( ) joints-each side SCREENING d' 2-2X10 2-2X10 Gi Top Plat t intersections face-nailed 2-16d SCREENING Stud To Stud (face-nailed) 2-16d 24"O.C. I / 2-2X10 PPT STEPS R407-1 5"X5"PORCH POST TW3052 TW3052 Header To Header (face-nailed) 16d 16"o c along edges - - PHD2 SHEAR Top/Bottom Plate to stud (end nail) 16d per stud 6'-5" 6'-5" 5" 6'-5" 6'-4 1/2" 5" 6'-4 1/2" 5'-7" - 5'_]" WALL HOEDOWN Top/Bottom Plate to stud (toe-nailed) 2-10d per stud GARAGE AND PORCH e'-1"PLATE HEIGHT R316 GAURD/HANDRAILS Bottom Plate to Floor JoistlRlm 2-16d perfoot GARAGE AND PORCH e'-1"(PLATE HEIGHT FLOOR: MAIN HOUSE&2ND FLR 9'-1"PLATE HEIGHT MAIN HOUSE&2ND FUR 9' 1" PLATE HEIGHT Structural T&G Subfloor- glued & 6d 6" O.0 edge, 12" o.c.fleld. 14,_8„ 8'-0" 13'-2" 21,_4" Joist to Sill/Plate/Girder(toe-nailed) 4-8d per joist 57'-2" Bridging to Joist (toe-nailed) 2-8d each end Blocking to Joist(toe-nailed) 2-8d each end Blocking to Sill or Top Plate (toe-nailed) 3-16d each block A Ledger Strip To Beam (face-nailed) 3-16d each joist Joist on Ledger To Beam (toe-nailed) 3-8d per joist Band Joist to Joist (end-nailed) 3-16d per joist WIND BORNE DEBRIS PROTECTION �. Band Joist to Sill/Plate (toe-nailed) 2-16d per foot I-JOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUF INSTRUCTION: ALL WINDOWS ARE TO BE ANDERSEN "STORMWATCH" DOUBLE HUNG WITH IMPACT GLAZING INSTALLED AS PER MANUF. INSTRUCTIONS NOTES NOTES eric Nicosia KEY LIST OF ABBREVIATIONS APPROX. APPROXIMATE _ R104: U.L. LISTED MANUFACTURED FIREPLACE R407-3 STEEL COLUMN UPLIFT CONNECTION TOP AND BOTTOM T WITH R309 1 ' APA�AMERICAN PLYWOOD_ASSOCIATION i6"UL AND FLUE WITH GLASS DOORS AND FRESH AIR ARCH ITF.GT R407-1 5"X5" PORCH POST 2868 FIREDR 2'-8" WIDE 3/4 HOUR UI.L. LABELED ELF CLOSING E BP BEAM POCKET R 0�04 INLET. INSTALLED IN CONFORMANCE WITH( __ _ 3.5" DIA. STEEL COLUMN PRODUCT LISTING. NON COMBUSTIBLE CO CARBON MONOXIDE DETECTOR _ __ `�� � 414 Main Street, Suite 203, Port Jefferson, N.Y. 11777 CEMENT MASONRY UNITS FIRESTOP IN CHASE AT FLOORS AND CEILIINGS. __ _- DP DESIGN PRESSURE RATING �R31.6 �GAURD/HANDRAIL5/4"X6" PPT TOP RAIL ON 2X4 PPT FRAME WITH 4X4 -; Telephone: (631) 928-4456 Fax: (@er 928-9543 FJ,CJ,RR FLOOR JOIST,CEILING JOIST, ROOF RAFTER - PPT POSTS THRU DECK 6' MAX O.C. 2X2 CCA NEWEL M1501 f EXHAUST SOLID METAL CLOTHS DRYER EXHAUST DUCT O www.ericnicosia.com. E-Mail: eric(a�erlcnicosia.com EXTERIOR WITH DAMPER, INSTALLED IN CONFORMANCE PC POURED CONCRETE -- A POSTS 6" O.C. WITH R1501 AND MANUFACTURER'S INSTALLATION APPROVED BY PPT PRESSURE PERSERVATIVE TREATED WOOD R501 ! 5/4"x6"" PPT INSTRUCTIONS AND DETAILS r A^ PAPA RE5IDENC E U.L. UNDLA ERWRITERS BORATORY _ — `�' /,;<rr .x,c�Y%• ORIENT, N.Y. O C _ ON CENTER SPACINGFTY -- DP NTEIRCONNECTE_D_ SMOKE DETECTOR 'yX' yI IRS FLOOR PLAN R I w +. R PLUS OMINUS _ _ wI M� Job#: 030500 Scale: 1/4"=1'-0" A-4 free Date: 7/15/03 By: E.N. Rev: PLAN REFERENCE NOTES R308 Glazing at hazardous locations shall have glazing protection in conformance with R308.In general, glazing in all doors&fixed side panels, Glazings less than 60" above surfaces of tubs, showers,etc. Glazing with In 24"arc of doors in closed position with sills less than 60"above floor. Glazings over 9 square feet and less than 18"above floor. Glazing near stairways/landings. See cwmpleate text of R308.4 Glazing for specks on locations and exceptions. R308.6 Skylights and sloped glazing shall comply with this section and have fully tempered glazing. R309 Garage opening protection and separation required to be as noted and in conformance with R309 .Garage floor surfaces shall be sloped to facAltate the movement of liquids to drain toward the main vehicle entry doorway 38"GAURDIRAILING R310.1.1 All emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear opening width, 44" max sill height. DECK 36,_2„ 12'-0" 5/4X6 PPT FINAL, INSTALLED STAIRWAYS ,HANDRAILS, GUARDS SHALL BE INSTALLED IN 6'-9" FULL COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT IS PHD2 HOEDOWN '-6' NOT RESPONSIBLE FOR THESE INSTALLATIONS. 3 PHD2 HOEDOWN38GAURD/RAILING ' / " R314 Stairways shall not be less than 36 inches in clear width at all points above the FWG80611L J TW3052 TW3052 TW3052 TW2036-2 permitted handrail height and below the required headroom height Handrails shall not Fo _ 3-2x10 2-2x10 D� 2 2X1o, O io - - -_ 5/4x6 PPT DECKING ON project more than 4.5 inches on either side of the stairway and the minimum clear width of N a o - - TAPERED PPT SLEEPERS ON the stairway at and below the handrail height, including treads and landings, shall not be SINGLE PLY MEMBRANE ROOFING less than 31.5 inches where a handrail is installed on one side and 27 inches where WI F T8G PLYWOOD ON 2X8 LASHINGS, PITCH POCKETTS 1s handrails are provided on both sides. The maximum riser height shall 8.25" and the � N = WIF w ? KITCHEN o WITH TAPPERED SCAB FROM 9-1l4@TO 7-01/2" minimum tread depth shall be 9" in conformance with R314.2. Minimum headroom 6'-8" All ¢ — _ FOR PITCH TO DRAINAGE stairs shall be provided with illuminationin accordance with Section R303.4. Enclosed o DECK _C9 accessible space under stairs shall have walls, under stair surface and any soffits protected o 00 o o on the enclosed side with 1/2-inch gypsum board. = LIVING RIMA/ NOOK � °i 1 � Z a 3 R315.1 Handrails having minimum and maximum heights of 34 inches and 38 inches, ° 9' CLG ¢,�i v LL respectively, measured vertically from the nosing of the treads shall be provided on at least one side of stairways All required handrails shall be continuous the full length of the stairs w � D � 4" 5'-10" 4' 3'-2" 8" c Y q 9 12'-0" with two or more risers from a point directly above the top riser of a flight to a point directly Li 3 N ,� /n� ;� above the lowest riser of the flight.Ends shall be returned or shall terminate in newel posts g o 2 0 N 2-2x10 FLASH CJ HDR 2-zxlo FLUSH X5068% \\ or safety terminals. Handrails adjacent to a wall shall have a space ofnot less than 1 5 waw 3'-0"4" N PANTRY o inches (38mm)between thewall and the handrail. The handgrip porion of handrails shall w LL J = 3'-0" 4' LUS 4" 3'-0"4" 5-0 4 H CJ HDR REF N , have a circular cross section of 1-1/4 inches minimum to 2-5/8 inches maximum Edge - - - - - - - - - - 2468 _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ radius of 1/8" . - - - - - - - - - - - - CLOSET ro o CLOSET CLOSET _ _ _ _ _ _ — —3 R807 — CO g ATTIC R316.1 Guards are to be minimum 36 inches (914mm) in height Open sides of stairs with N IV -I a total rise of more than 30 inches above the floor or grade below shall have guards (each 6068 v side) not less than 34 inches in height measured vertically from the nosing of the treads. iv o 4" 3'-6" 4" 6" (Second story guards are recomended to be higher.) of 2x8 RR 16"OC \ R317.1 Single and multiple-station smoke alarms shall be installed in each sleeping room, outside of each separate sleeping area in the immediate vicinity of the bedrooms,on each 2468 // \ - - - - - - - - - - - - - - additional story of the dwelling, including basements.The alarm devices shall be 00 O \ 4 interconnected in such a manner that the actuation of one alarm will activate all of the o o 0 o O / DEN \ O I alarms in the individual uniLThe alarm shall be clearly audible in all bedrooms over 0 0 0 [[ / 11'-6" CEILING - `� DINING it to 3 F' / I \ o_ background noise levels with all intervening doors closed. All smoke alarms shall be listed qqq�� BUILD GABLE ACCROSS GARAGE, LAY and installed in accordance with the provisions of this code and the household firewarning RIDGE EXTENSION OVER BATH / equipment provisions of NFPA72. \ R319.1.2 Wall and cel ling fnishes not including tnm, door or window frames shall have a 6" 13'-D" 6" 8'-2" / 13' 2" \6" flame-spread classification of not greater than 200. Wall and ceiling finishes shall have a m o 2x8 RR 16"OC �i \ smoke-developed index of not greater than 450. 0 2x6 CJ 16"OC R322.A vapor retarder shall be installed on the warm-in-winter side of all insulation. 2-2X10 2-2x10 2-2X10 N R1001.1 Masonry chimneys shall be constructed, anchored,supported and reinforced as PHD2 HOLDOWN TW 052 TW 052 = required in this chapter and the applicable provisions of Chapters 3, 4 and 6 with applicable _ _ _ TW 052 _ _ _ _ _ _ _ _ _ _ o 2-2X10 = PHD2 HOEDOWN N o clearances to combustibles and flrestoping. TW30521 T ��_TO MATCHUST SOFFIT OVER HANG — — — — — — — — — 0 R807.1 Attic access. An attic access opening shall be provided to attic areas that exceed — — _ _ T CT 30-2 30 square feet and have a vertical height of 30 inches or greater.The rough-framed opening shall not be less than 22 inches by30 inches and shall be located in a hallway or T-2" 7-2" 3'-8" 6'_11" other readily accessible location. A 30-inch minimum unobstructed headroom in the attic space shall be provided at some point above the access opening. See Section M1305.1 3 22_2„ 14,_0" for access requirements where mechanical equipmentis located in attics. 36'-2" R808.1 Combustible insulation shall be separated a minimum of 3 inches from recessed lighting fixtures, fanmotors and other heat-producing devices or separated in accordance A ---- with the conditions stipulated in the fixtures listing. Recessed lighting installed in the building thermal envelope shall meet the requirements of Section N1101.3. _ eric Nicosia 'u R807, R807 ATTIC ACCESSWEATHERSTRIPED 3/4" m ATTIC PLYWOOD HATCH IN 22"X32" FRAMED OPENING r n•FCH 1TEGT WITH DOUBLE CJ AND FRAMING HANGERS - ' DOUBLE ROOF RAFTERS WITH FRAMING HANGERS 414 Main Street, Suite 203, Port Jefferson, N.Y. 11777 AROUND OPENING FOR 30"X45" GLASS VENTING Telephone: (631) 926-4456 Fax: (631) 928-9543 ¢I�I ml SKVLT www.edcnicosia.com. E-Mail. edc@ericnicosia.com i'pl R3096 I SKYLIGHT INSTALLED IN CONFORMANCE WITH °I MANUFACTURERS INSTALLATION INSTRUCTIONS, APP BY PAPA RE5IDENGE DETAILS AND SPECIFICATIONS. GLAZING TO i A;v' CONFORM TO REQUIREMENTS FOR HAZARDOUS /'��' -,r �"/i LOCATIONS ORIENT, N.Y. �* 5EGOND FLOOR PLAN if Job#: 030500 Scale: 1/4"=1'-0" Date: 7/15/03 By: E.N. Rev: ENERGY REPORT: Compliance is determined by use of The USDOE software approved by the secretary of state. The general provisions of the New York State Energy Conservation Construction Code, Chapter 5, Sections 502,503,504 and 505, shall be met. VENTING TO BE IN CONFORMANCE MECcheck Compliance Report WITH CHAPTER 31-VENTS 3" MIN. VENTS THRU ROOF New York State Energy Conservation Construction Code MECcheck Software Version 3.5 Release 1a 12 1.5" 14 1,5" COUNTY Suffolk, HDD:5750, TYPE: Detached 1 Family, HEATING:Non-Electric -2" -1.28, 6 DW 3„ WC LAV Maximum UAE Passes SINK � SHWR Project UA = 384 Gross Glazing R-30INSULATION 2" —2" 2" 6.3% Better Than Code Area or Cavity Cont. or Door Perimeter R-Value R-Value U-Factor UA LKITCHEN LSHOWER BATH 1 Ceiling 1: Flat Ceiling. 1136 30.0 0.0 40 3 FIXTURE UNITS 5 FIXTURE UNITS Ceiling 2: Cathedral Ceiling 60 19.0 0.0 3 Wall 1: Wood Frame, 16" o.c. 2370 19.0 0.0 110 1-1.5" Window 1: Andersen Low E 348 0.340 118 Door 1: Andersen Low E 126 5 -1,5 F 1.5" 0.340 43 WC —2Door 2: Solid-, partial glazing 58 LAV ;1.25" 0.220 13 ao 3f' ;J NiG WASHER Floor 1. Wood Joists 1219 19.0 0.0 57 i, � ; LAV STANDPIPE Boiler 1: 82 AFUE 12 —2" ts" TUB 4.5+_ _ _ � 2" 2" 5HWR 3„ COMPLIANCE STATEMENT: The proposed building represented in this document is TUB BATH consistent with the building plans, specifications, and other calculations submitted with -- J ! SHOWER BWT� this 5 FIXTURE UNITS WASHER permit application.The proposed systems have been designed to meet the New York State Energy Conservation Construction Code requirements. 5 FIXTURE UI 1 FIXTURE UNIT5 FRESH INSULATION IN 2X6 WALLS 3" WASTE HOUSE DRAIN AIR IN ARCHITECTS SEAL, SIGNATURE AND DATE IN TITLE BLOCK. IN 2 � 4" CLEAN OUTS AS REQUIRED - ENERGY NOTES: - BY SECTION P3005.2 HOUSE TRAP 1/2"APPROVED COPPERCeiling 1: Flat Ceiling R-30.0 cavity insulation. Ventilation baffles °D SUPPLY LINES 4" CAST IRON SLOPED TO Ceiling 2: Cathedral Ceiling , R-19.0 cavity insulation. Ventilation baffles. APPROVED SANITARY SYSTEM Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation R-19 INSULATION I PLUMBING RISER DIAGRAM Windows: U-factor: 0.340. Andersen - LowE Glazing. SCHEMATIC - NO SCALE Door 1: Glass, U-factor 0.340:Andersen Dr. RIM BOARD I-JOIST Door 2: Solid, U-factor. 0.220: Steel/Fiberglass.Dr BLOCKING Floors: Floor 1:Wood Joist, Over Unconditioned Space, R-19.0 cavity insulation HVAC Equipment: Installed in conformance with Section 503, Boiler: 82 AFUE MIN. 0 m Air Leakage: 502.1.4Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed as specified in 502.1.4.2. Recessed lights must be Type IC rated and installed with no penetrations sealed or Basketed to prevent air leakageinto the un-conditiond space.Vapor Retarder to be on the warm-in-winter side of allnon-vented cellings,walls&floors 1.0 perm max. Materials Identification: Materials and equipment must be identified so that compliance can be determined and must be installed in accordance with the manufacturer's installation instructions and code. Duct Insulation to conform withSection 503 Fireplaces must be installed with tight fitting non-combustible fireplace doors SECTION A—A and must be provided with a source of combustion air, as required by the building _--- - code Service Water Heating to be installed in conformance with Section 504. Insulate circulating hot water pipes to the levels in Table 1. Heating and Cooling Piping Insulation to conform with Section 503. RIDGE CAP SHINGLES ON TYPICAL CONSTRUCTION ASSEMBLIES OUTLOOKIFLYING GABLES IF PROVIDED. TYPICAL WIND UPLIFT LOAD PATH CONSTRUCTION CONTINUOUS RIDGE VENT NAIL ROOF SHEATHING BD NAILS 4"0 C. BLOCKING, ONE LOCATION UPLIFT CONNECTION 2X10 RIDGE BOARD ROOF CONSTRUCTION: TOLDO FROM GABLE END. USE HT7/RT7 BAr 16"o.c. COLLAR TIES 16" O.C. SHINGLES. 6 NAILS PER SHINGLE, ASPHALT ROOFING INSTALLATION IN BA HOLDOWN AT 2X6 LADDER FRAMING 16" O.C. RAFTERS TO RIDGE: OR NAILS N COLLAR TIES 16" O.C. _� IN UPPER 1/3 OR STRAP CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE BALLON FRAME ALL GABLE END WALLS OR EACH END 1-1/4"20ga.STRAP OR BLOCK/BRACE GABLE ENDS TO 10' INTWITH APPROVED UNDERLAYMENT, FLASHINGS, ACCESOIRIES O J" CEILING DIAPHRAM ROOF TO STUDS 4-8d NAILS EACH END 1-1/4" x 20 ga.STRAP SHEATHING 7/16"APA RATED PLYWOOD, 8d NAILS AS PER NAILING SCHEDULE. OR PORCH GIRDER OR MST16 OIR USP/RT10 TIEDOWNS EACH RAFTER _ WINDOW/DOOR HEADER STRAP 1-1/4"X 20 GA STRAP WITH (10) 10d NAILS UPLIFT CONNECTIONS AT PORCH OR DECK COLUMNS: ALLUMINUM GUTTER AND LEADERS ON 2X6" FASCIA BOARDS 3" MIN LAP WITH CONTINUOUS VENTED SOFFITS 2X4 BLOCK AT ALL SHEATHING HEADER TO COLUMN: POST CAP UISP- PA44 WALL CONSTRUCTION: SEAMS IN SHEAR WALLS ONLY COLUMN TO FJ POST BOLTED THRU DECK WITH VINYL SIDING ON TYVEK WITH (2) 5/8" GALV. BOLTS, NUTS & WASHERS JOINTIWINDOW/DOORTAPE ON 7/16"APA RATED STRUCTURAL SHEATHING FRAMING ON STUDS 16" O.C. SIDING TO BE INSTALLED IN CONFORMANCE WITH R704.5 DECK FJ TO GIRDER 2X4 PPT CLEATS 16" O.C. ANCHORS TO OR H7/RT7 HOLDOWN 3" MIN LAP LEDGERS WALUCEILING BOARD: 1/2" MIN. GYPSUM BOARD TAPED WITH 3 COATS SPACKLE GIRDER TO POST (2) 5/8" GAL1V. BOLTS, NUTS & WASHERS RIM BOARD DOUBLE STRAPS AND SILL OR DJT14 GIRDER TIE ANCHOR AT 6' OPENINGS soLID - POST TO FOOTING PA4U POST BASE W 1/2"ANCHOR BOLT BLOCKING ROOF TO HEADER HOLDOWNS 16" O.C. UPLIFT CONNECTIONS AT 16" O.C.: PB4 HEADER TO COLUMN CAP 2ND FLR WALL TO (4) 8d NAILS IIN EACH STUD THRU 3/4"T&G PLYWOOD GUARDS AND APPROVED HANDRAILS- SEE PLAN NOTES 1ST FLOOR WALL 1-1/4"x 20 GAUGE STEEL STRAP SUBFLOOR, GLUE PPT DECK/GIRDER/FOUNDATION. SEE PLAN NOTES Fill— AND NAIL "' COLUMN BOLTED THRU DECK JOIST ir WALUFLR TO SILL: (4) Bid NAILS IIN STUD THRU 1-1/4"x 20 GAUGE 2X4 HOLDOWN CLEAT 16"O.C. e r i c Nicosia • cosia STEEL STRAIP AT STUD, WRAP STRAP UNDER R RIM BOARD • 8"Min SOLID RRGHITeCT SILL AND NAIIL OVER TOP, OR ADD LTP4 BLOCKING ,r,-T BOLTED CONNECTION - SEE PLAN NOTES OR USP MP41F PLATES AT RIM TO SILL 'I_I=:[i,rCOLUMN BASE/HOLDOWN TWO PHD SHEAR WALL BOLTED =_�,,-,_ LTP4/MP4F PLATE 414 Main Street, Suite 203, Port Jefferson, N.Y. 11777 HOEDOWNS AT TWO SILL TO FOUNDATION: ANCHOR BOLTS/NUTSIWASHERS PER PLAN _�_,_i,, SILL CONSTRUCTION: 2X6 PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEAL Telephone: (631) 928-4456 Fax: (631) 928-9543 L J STORY SHEAR WALLSi r- ON TERMITE SHIELD ANCHOR BOLTS AND HOLDOWNS PER FOUNDATION PLAN. www.ericnicosia.com. E-Mail: eric@ericnicosia com c STRAFING TO BE GALVANIZED ASTfM GRADE 33 MIN. ITril�il u' 1 POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS, KEYED FOOTINGS APP BY P?tP1st RE5IDENGE NO SCALE pHD TYPE SHEAR 'ii;�.TI 7 BEARING ON UNDISTURBED SOIL, SEE FOUNDATION PLAN FOR WALUFOOTINGO ALL GABLE END WALLS AND WOOD,CHASES TO BE BRACED BY 8' OF , SIZES AND REBAR/ANCHOR BOLT INFORMATION iT,,c, tYi WALL HOLDOWN = =,r_ �' 4 "�� ORIENT, N.Y. BLOCKED OR BRACED CEILING DIAF HRAMS OR BE BALLON FRAMED. _ r u= i mi', -�i = uT==i-�= -iii=tu -, --1-i-F DAMPROOFING OR WATERPROOFING AS REQUIRED BY R406. 'C SECTION/RISER/ENERGY "=1-i,�i�T_ =TI ENI-ITpil-ii-L=G- -G SEE FOUNDATION AND FLOOR PLAhVS FOR ADDITIONAL SHEARWALL _Ir�T-L,nTTmiii_T gym- DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS. �'' I _ . AND HOLDOWN AND NAILING REQUIREMENTS. TYPICAL CONSTRUCTION SECTION 4" P.C. SLAB. OPTIONAL VAPOR RETARDER ON COMPACTED SAND LIP 02 JOb#: 030500 I Scale: 1/4"=1'-0" Date: 7/15/03 J By: E.N. Rev: