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HomeMy WebLinkAbout30588-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30788 Date: 02/25/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 965 OLD ORCHARD LA EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 31 Block 7 Lot 17 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 3, 2004 pursuant to which Building Permit No. 30588-Z dated AUGUST 24, 2004 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 & REAR DECK AS APPLIED FOR. The certificate is issued to STEPHEN A MESHOVER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0182 02/24/05 ELECTRICAL CERTIFICATE NO. 95358C 02/22/05 PLUMBERS CERTIFICATION DATED 02/07/05 HI-TECH PLUMBING A tho ized Signature Rev. 1/81 OIL— Form No.6D P TOWN OF SOUTHOLD I l( v 1 M A ^� BUILDING DEPARTMENT 9 a _ �S ;70 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 � 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations te./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. o)w s) ers� New Construction: X Old or Pre-existing Building: (check one) Location of Property: 96 <' 01-0 0124"P?.0 t A,/✓ G- 4Q7 M4000, House No. nStreet Hamlet Owner or Owners of Property: Tq kQ,NIs Suffolk County Tax Map No 1000, Section 3 Block 07 Lot 17 Subdivision /VA-;� Iq— Filed Map. X083 Lot: I�� Permit No. 0 Date of Permit. D Applicant: Zo um&-e, i 4 t,,TAACrlN'G COW Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: _ (check one) Fee Submitted: $ S,o d lican �01?--30 �8-r 0 GO : Town Hall,53095 Main RoadOy �� Fax(631)765-9502 P.O..Box 1179 �Ol � Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: — C��i(- Building Permit No. Owner: �- (Please print) Plumber: �f — 7�fl� [.0 A�8l v G' l (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers ignature) Sworn to before me this 7 day of e-C 20 NotaryPublic, Su j!W(, County Stephen and Susan Meshover 965 Old Orchard Lane PO Box 241 East Marion, NY 11939-0241 631-899-2452 24 February 2005 To Whom It May Concern: Please be advised that we will be purchasing a refrigerator and will have it installed at this above address with in the next 2 weeks. Also, in the Spring we will be appropriately landscaping this property. Sincerely: Stephen Meshover Electrical Inspection Certificate Issue Date Electrical inspection Service, Inc. Application Number 2/22/2005 373 Dunton Avenue 95356C East Patchogue,New York 11772 (631)268.6642 Issued To: Mr. Stephen Meshover Street: 965 Old Orchard Lane Village: East Marion Zip: 11939 Town: Southold Section: 31 Block: 7 Lot: 17 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 X 1st Floor X Indoor X Basement ❑ Hot Tub FK1 Residential ❑ Det.Garage X, Attic X] 2nd Floor X1 Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters AIC Fans 22 31 27 5 2 7 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves 1/20 1 20 1 30 1 40 Furnace on Gas Circulators Smoke Detector Bell Transformer i 1 X 2 By Others 1 j Meter Amps Phase UGIOH Jacuzzi Television CO Detector hl 1 200 1 % ' 2 Bldg. Permit: Other Equipment _ ___ _ 11 200amp panel with main breaker/ 1 20/120V Specialty outlet/ 1 garage door opener Hugo urdi receptacle/2 30/220V a/c disconnects 91 115/220V air handler disconnect President I � Rough Inspection: 12/30/2004 Inspector: John Mc Mahon III Final Inspection: 02/17/2005 I � Inspector: John McMahon III This certificate must not be altered in any manner. Inspectors may be identified by their credentials. 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. 30588 ZDate AUGUST 24, 2004 Permission is hereby granted to: STEPHEN A MESHOVER 8701 KENMORE COVE ORLANDO FL, 32836 for CONSTRUCTION OF A NEW SINGLE FAMILYD DWELLING WITH ATTACED TWO CAR GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 965 OLD ORCHARD LA EAST MARION County Tax Map No. 473889 Section 031 Block 0007 Lot No. 017 pursuant to application dated AUGUST 3 , 2004 and approved by the Building Inspector to expire on FEBRUARY 24, 2006 . Fee $ 1, 166 .40 Authorized Signature ORIGINAL Rev. 5/8/02 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ J ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE 8 CHIMNEY [ ) FIRE SAFETY INSPECTION REMARKS: DATE � O3 INSPECTO 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �•/ o/� DATE - INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ <-ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAfNING [ ] FINAL [ IF REPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE � � ' INSPECTOR "I 765.1802 BUILDING DEPT. INSPECTION FOUNDATION 1ST ROUGH PLBG. [ l Il "ONDATION 2ND [ ] INSULATION CSS [✓f FRAMING [ l FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE - /) � 10V" INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ 'FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: / DATE � INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FO DATION IST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: -l/ ---37/c" F -7) DATE f� �3 � INSPECTOR FROM E ZOUMAS HOMES PHONE NO. : 929 5071 Aug. 24 2004 013:55AM P2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WASTEWATER MANAGEMENT COUNTY CENTER RIVERHEAD, N.Y. 11901-3397 (631) 852-2100 x***+c+e,t,ex,rt,txxxxxxxxxxxxxwwxw**rrwxx**xwx,�wwxxwwx*x,�wwww+r,rwwx*w*w***,rt,r#*:xt*,t*** ZOUMAS CONTRACTING CORP. P. O. BOX 361 WADING RIVER NY 11792 CASH RECEIPT x****x*wwxtx,tw Date Processed: 07/26/04 RmoQipt #:115920-P-44327-13357 TRANSFER HdreL No: R10-00-0182 Fee: $70.00 Received From: STEPHEN MESHOVER Amount Paid: $70.00 Check Number: 1702 Project Name: RESIDENCE 0 GARDINERS BAY ESTATES LOT 182 Location: GARDINERS BAY ESTATES Lot 182 GE0145 1 � , FIELD INSPECTION REPORT DA COMMENTS G � FOUNDATION(IST) co ------------------------------------- 7 -------- FOUNDATION(2ND) ROUGH FRAMING& PLUMBING Q y 1 INSULATION PER N.Y. STATE ENERGY CODE =- � c FINAL ADDITIONAL COMMENTS Let- 3a • z m V � ►a 0 z � x o � � x o � _ b H 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 3 sets of Building Plans TEL: 765-1802 Survey PERMIT NO. 3D`) � Check Septic Form N.Y.S.D.E.C. Trustees Examined 1/ ,20,)cf Contact: ,approved 2 ,20Qc( Mail t28WW COW 177 Disapproved a/c 361 Phone: Building Inspector f1 fL t NOG - 3 APPLICATION FOR BUILDING PERMIT Date 20_py INSTRUCTIONS 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 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 a Certificate of Occupancy is issued by the Building Inspector. APPLICA"TION 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 P.eaul:tions, for the c.orstn:ction 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. ZOUMA$CONTRACTING C0i?P PO Box 361 (i0110"i , 1 e,if a corporation) WaA,44 YC i N Vaj-, J It -7 �. (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises Stepk#A Me� �r (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Jo �n ZovIna.S V, R. (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: QW) 61?� 1-Ge)e- House Number Street Hamlet County Tax Map No. 1000 Section Block 0 Lot Subdivision Filed Map No. <O�_� Lot 1 % 1 (Name) State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. -Existing use and occupancy b. Intended use and occupancy Addition Alteration________ Nature of work (check which applicable): New Building_ Other Work Repair Removal Demolition (Description) 1. Estimated Cost Fee (to be paid on filing this application) If dwelling, number d ft"S units Number of dwelling units on each floor If garage, number bt.Gjars 5. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front _ Rear 02 Depth Height ,,5 Number of Stories 11 d De th 9. Size of lot: Front D I Rear L0 p 10. Date of Purchase 11-))-00 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: N 0 ` Will excess fill be removed from premises: YES 13. Will lot be re-graded l v�k� A, n 4. Names of Owner of premises p MI6 er Address 7 d 1 k ,n r c�✓e Phone No. 7 �� 1 Agne No S?1 g d Name of Architect rc Address 1 Pty i Name of Contractor Address R& )e Phone No. 6�1 9a _ Nw 15. Is this property within 100 feet of tidal wetland? *YES NO • IF YES, SOUTHOLD 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 S V'Pf-a4 jtp/tw/y S Z_V V m1K being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the N L!© (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 0-14 _ 1�,� day of 20 n _ Notary P Si ature of A Nottary Public '/ � STEPHEN G. REMUZZI,JR. 3LIC,state of New York C ,=2s 1365 In suf;ctk cc.'nty �'i'"LOM duly 31, 2-0013 Applicant/ Date. Owners Name:... , .//'�l -Reviewed: Architect/ Date agineer: Submitted: SCTM #: District: 1,000 Section: Block: � Loi: 17 ProjectSubdivision Location: a _ _ f Name: • 1 a r Single&separate Required cerlt6i:cation: Rrq. Rcy. Zoning Dislricl: (t.Ol SIZe: d Actual: I (Lot coverage Hrutwscd�_ ) i Req. r Rcq• / . ((=rant Yard Gy Proposed: (Side Yard Proposed: U 1 [Rear Yard Sd Pro sed• ILA Project Description: U -__ � S -'���� Permit'. RFOUIRI�D FOA REVIEW EA YES Number rio Suffolk County Health-Dept. New York State. D. E.C. Town Trustees Town Zoning Board approval: _ �. Town Planning Board approval: .� 1. Flood Plaae Elevation Flood Zone: 7 �� (� t, ,r SrRVEY OF 'LOT 182 MAP OF GARDINERS BAY ESTATES SECTION THREE QOA��I FU No. 5083 FILED APRIL 24, 1968 l' SITUATED AT �e EAST MARION TOWN OF SOUTHOLD QAQ4 � ?35 �, SUFFOLK COUNTY, NEW YORK %P �e�g�r�y �e�L� 1�° tiIL6�Q `P S.C. TAX SCALEI 0004031-07-17 1� s1`a�50 1014 �¢a1� r� JUNE 9, 2000 OT (Ld • �O AUGUST 19. 2000 REVISED AS PER S.C.D.H.S. NOTICE DATED 8/10/00 -� 't \ tJ� OCTOBER 13, 2000 REVISED PROP. SEPTIC SYSTEM o a a�49�%A �� >� d� c�0 O; O� P AREA = 0.545 .84 sq. ft. 3,L00, 0.545 ac. CP„�'i'•�?�e�C \�G 0� ,�� • ev�� PF/ LOt p �- CERTIFIED TO: o41 COMMONWEALTH LAND TITLE INSURANCE COMPANY �y9 �, / \ O P TITLE No. RH8000-1661 - m SUSAN STEPHE B.MM SHOVER . 9 • tD 156 235 2• Z 22 1 = ' / _ Y . •?('; - - ,6 3 6• i. ELEVATIONS ARE REFE)E?ICED To AN AssU1NE0 DATUM Z �� EXISTING ELEVATIONS ARE SHOWN THUS. 10 0 r •► - T 2. REFER O D F DATA. .5 - FILE MAP OR TEST HONE TA Q 3. MINIMUM SEPTIC TANK CAPACMES FOR A 1 TO 4 BEDROOM HOUSE 15 1.000 GALLONS. • Q - .. _ / 1 TANK: WW,LONG. 4'-3' , 6'-Y DEE► 4. MINIMUM LEACHING SYSTEM FOR A 1 TO 4 BEDROOM HOUSE IS 300 •9 N SKIEIMALL AREA 2 POOLS. 6' DEEP. 8' do. - Y PROPOSED EXPANSION POOL O, ............... n ®PROPOSED LEACHING POOL 11 ? 7 ' •�` ::;:/� �-+P� n[� ®PROPOSED SM. TAMC 5. THE LOCATION OF WELLS AND CESSPOOLS SHWIN HEREON ARE FROM FIELD. i LO_-t------- OBSERVATIONS ANO/OMI DATA OBTAINED FROM OTTERS. � C=/ I 100' L -n —Iso' 'o �' �° - PLEASE NOTE F= PINPARED\ / 7 -. A POR : y It Is the applicant's responsibility to FBY OR S ""K f T y-, FOR SUCH ME OY THE v SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES maintain adequate sanitary distance N ,�A�DaA>ION � �I s UI between all water supply and se � \ PERMIT FOR APPROVAL OF CCI1�MUr-T14.)N FOR a N � � o, sMGLE FAMH.V=MENCE ONLY disposal facilities. �, 9°y y° ° L DATE W71S. Lit< .t<No. 49668 FOIL dull •Yt.ri�n"✓'^. 'T Lx!"^� IRMLHHOn®ALVIOIONLATION ADDITION THIS TO N5N11VEY IS B A A VXXATIIIDN OF SECTION 7209 13F THE IEV YEIRK STATE �mau�my^�+ �` 'v7,0 Dg, �" LAW. J seph A. Ingegno "DIE LAND SM OR Y ilAilLE�ii•7�s++•*�+��`gY•" k>AR�Y G"��.�L..�'�✓ COPES OF Tib S�IVEY MW NOT SEAIMC' EMPOSSID SM T ` °°" Land Surveyor -- CDNIiICAMNS WICAM"WH%W1.RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 6 PREPNiED.No ON MS ODWF TO TIE TITLE COMIMNY.G&ADIM pNIAL AGENCY AM Td/e Survrye - - SU Ptam - Ca sombon Layout LEMOM NSRIUMN USIED HEREON.AND TO TTUMM.. c oASSIGNEES s�GHOT TR��ERABLE. PHONE (831)727-2090 Fox (631)727-1727 NORTH LANE ---- �i IIXTS OF S OF7�5 LOC4TFD AT MAIANG ADDRESS ANY. NOT SHOWN ARE NOT OUARANTEED. 1380 ROANOKE AVENUE P.O. Box 1931 RWERFM, NNw York 11901 RMwtwod, Now York 11901-0965 LOT AREA = 23,746 SQ. FT. NOW OR FORMERLY I RICWIRD & MARY LOU MANFREDI � to N S 27-36'1 0"E 100.00' t3 0 '' _ r OC �► a o Vn 04 NLn 0 J r a 4 Q z o � ; z W O sF rn 22.5' 22. cV 62.0' N FDUNDAIiON 46 N N cn z 40.0' 0' N W *.c Z N v Z V07ro N 2736'10"W z um MON,I 423.61 2 --� S 2721'20 E 912.48 N 2736'10'W 110.00 MTN OLD ORCHARD LANE 10-5-2004 FOUNDATION LOCATION 7HE OFW M MR 0000014 MM HORN PROP 7W 21MIi¢liM 70 TW PROI�IY olio ARE FM A wwww AM LNE AND IIiBWW AAE NOT JOB No. 04-343 FILE No. GARDINERS BAY ESTATES irlvioeo 10 sum 7HE MMMO OF MCM RfWMW MII & PCOM P M PLAM M AW&AOWfl 70 aaaliae ON AIM aRM CONInMronON. SURVEYED FOR UNiM nM=M.71 WM OR AMON l0 nN ILWAY■A WMA7DN OF SMON LOT NUMBER 182 7= OF 7HE NO YOLMi SM lD MIM LW MAP OF GARDINERS BAY ESTATES SEC. 3 su%wam Dow= HlMbl1 OVAL am OILY 70 THE mm POR m" 7m a m a M@AND. ANO a m MAW m 7IE mu omN1Y, aMiaMMIOIM1i SITUATED AT EAST MARION AAOR.Y Alia UNallo#WnM ON LEIMO HOWL AID 10 DE AMDMI®OF 7HE LIINDIM 00"RMOOL aV^Wf=ARE NOT TPWJWBMIMU TO AODflM'LNAL.N MFMONM TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. aR aLMMMmw oMilino OF 7Ha UWAV NAP Wr MFAirto 7W UM IUMOM s r WAL OR SCALE 1" 40' DATE 9-1-2004 L OMMm SW aMu NOT BE O�70 E A WlLW ME 00" FILED MAP No. 5083 DATE 4-24-1968 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-31-7-17 DISK 2004 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 � a F 1866 WADING RIVER-MANOR RD. WADING RIVER, 1 NEW YORK, 1T/92 LIC. No. 048992 631-929-4695 HAROLD F. T RA NCHON JR. PENN. LIC. No. 2115-E 4 N LOT ARTEA = 23,746 SQ. FT. U Q Wuj NOW OR FORMERLY U) O RICHARD & MARY LOU MANFREDIar <n t� S 2736'10"E 100.00' a u, Lu W n= `) � L Ua 1 O �v Z QVJc"io a :e N cm � . Q � Q w � � O W O L_ D= z o C O Q; m 3 m O Q z wd landing w/steps W o 22.5= 25.0' 3'x3' O wpod ec 22.1' � cV 62.0' 18.5 � 1 112 STY I GARIv N FR DWELL LV Z 40.0 22.0 77 9) 37 Iv covere a I W 7i porcg n I ; 2 W s � On o m CL Z O h %0 k) '� o f n I N 27-36-10-W � � 423.61 2 c C,I -� S 2221'20"E E1 ' 912.48 N 2736'10"W 1 10.00' cu r MO OLD ORCHARD LANE NOTE: CESSPOOL, SEPTIC TANK & WATER SERVICE LOCATIONS BY OTHERS. 1-21 -2005 FINAL SURVEY 11 -01-2004 REVISED SANITARY SYSTEM THE EXISTENCE OF RNW OF WAYS AND OR EASEMENTS OF RECORA IF ANY. Nar SIS ARE NOT GUARANTEED. 10-5-2004 FOUNDATION LOCATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES To THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 04-343 FILE No. GARDINERS BAY ESTATES INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS. PLANTING AREAS. ADIX I TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR UNAUTHORIZED ALTERATION OR ADWION TO THIS SURVEY IS A VIOLATION OF SECTION LOT NUMBER 182 7209 OF THE NEW YORK STATE EDUCTION LAW. MAP OF GARDINERS BAY ESTATES SEC. 3 GUARANTEES INDICATED HERON SHALL RUN ONLY TO THE PERSON MR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY. GOVERNMENTAL SITUATED AT EAST MARION AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING 111WITvnoN. GUARANTEES ARE NUT TRANSFERABLE TO ADDITIONAL I+sTmmoNs TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEOUENT OWNERS. COPIES OF THIS SURVEY MAP NOT REARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 40' DATE 9-1—2004 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. FILED MAP No. 5083 DATE 4-24-1968 CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-31-7-17 DISK 2004 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER-MANOR RD. WADING RIVER, NEW YORK, 11792 HAROLD F. TRANCHON JR. PENN. LIC.NNo. 2115-Eo. 048992 631-929-4695 Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT Date: 08/03/04 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Zoumas, Contracting Corp Pob 361 Wading River, NY 11792 Clerk ID: JOYCEW Internal ID:99095 1- PLUMBING GENERAL NOTES 1.71E ARCHITECTS CERTIFICATION APPLIES ONLY TO DEMONSTRATING THE DESIGNS ALL PLUM 13(164 G WASTE CONFORMANCE TO THE BUILDING CODE OF THE STATE OF NEW YORK 12 In 12�70 RIDGE VENTS-TYPICAL T-0'MIN.OVER RIDGE a WATERLINES NEED2 ALL MATERIALS ASSEMBLIES.CONSTRUCTION MID WUIPTMENT IS TO BE 94 ACCORDENCE BEFORE COVERING O M w� WITH THE BUILDING CODE OF THE STATE OF NEW YORK AND INSTRUCTIONS STRUCTIONS. v�( 9.VERIFY ALL DIMENSIONS BEFORE AHD DURING CONSTRUCTION.NOTIFY ARCHITECT OF PLUMBER CERTIFICATION DISCREPANCIES.DO NOT SCALE DRAWINGS. ,.DEVIATION FROM THESE PLANSUNAUTHORIZED ORIZED DUPLICATION OR REUSE WILL NEGATE SECOND FLOOR ©�I i- �,..-.) ._. MIARCHITECTS CERTIFICATION AND IS A VIOLATION OF NYS LAW.DRAWINGS ARE THE COPYRIGHT PLATE HEIGINT OF THE ARCHITECT. CERTiFI CA 7 L yr U 5.THE ARCHITECT 18 NOT RESPONSIBLE FOR THE DiSCOVERY.PRESSENCE,PREVENTION, REMOVAL OR HANDILING OF ABBESTOB,HAZARDOUS MATERIALS,GASfES,FUMES,MOLD AND SOLDER USED IN WA TL °"M'LY a; S TIE ARCHITECT ASSUMES NO RESPONSIBILITY FOR CONSTRUCTION,MEANS METHODS, SUPPL Y SYSTEM CANNOT TECHNIQUES.SEQUENCES,PROCEDURES OR SAFETY PRECAUTIONS AND PROGRAM IN CONNECTION O OMMISIONS OF O WIER CONTRAITH THE WORK THE CTOR OAR TSU&—C011TRACTORS.NOT BE RESPONSIBLE FOR BUMS OR SIECONO FLOOR EXCEED 2/10 OF 1/o LEAD. 7.THESE PLANS ARE OF LIMITED SCOPE AND ARE INTENDED FOR LSE BY EXPERIENCED F OWtERIBUILDERS FOR CONSTRUCTION ON OWNERS PROPERTY WITH FINAL SPECIFICATIONS #L CONSTRUCTION SHALL SELECTED BY THE OWNER THE ARCHITECT,NOT CONTRACTED TO CONTROL.THE CONSTRUCTION PROCESS 16 NOT RESPONSIBLE FOR ASSURING THE FINAL AS CONSTRUCTED ® I® n BLALDING MD 817E 18 iN CDMPLIANCE WITH A18WLDING CODES,LOCAL LAW$REAUIREMENTS +'1LJIfl MEET THE REQUIREMENTS OF THE OR SWAM""" "" "T"�"�T'�"` �"""B"'TMT°a""�°RM""*RD lull imi IV: PARTY IS THEREFORE LIMITED ONLY TO THE FEE PAD FOR SERVICES RH,DERED. CODES OF NEW YORK STATE. $USE of THESE DRMWM INDICATES BINDING ACCEPTANCE OF THE ABOVE CONDITIONS AND ® ARE A PART OF THE AGREEMENT WITH THE ARCHITECT. FIRST FLOOR GRADE TIFICATION OF GROUNDS O LOAD RITERIA:PSF 's 2.1�L'FOR WINDOWS AND NAILING & CONNECTIONS BASICNON PEED 12 MPH DOORS1WINDDSHOWN HEETSIGN CR GRILLS OPTIONAL - � C R901.2.1.,WIND DESIGN CRITERIA /�/� WEA IAO SEVERE 18 BUILDING HAS BEEN DESIGNED FROLINE DEPTH FOOTINGS 3'-W MIN. , p _CUP AW&M TERMM"IITE PROBA&L 38"MIN. WITH THE FOLLOWING APPROVED BELOW GRADE.STEP `v-% DECAY MODERATE PROBABILITY REFERENCE FOR AN ENCLOSED FOOTINGS 30 DEO MAX HI REQU D UG IES BUILDING:AFSPA WOOD FRAME CONSTRUCTION MAN UAL (WFCM). USE IS UNLAWFUL F` "'A 120 MPH ZONE DESIGLIVE L PSF F. THIS BUILDING IS INA WINDBORNE WITHOUT CERTIFICATE SLEEPING_ '° _ ADEBRISM FM VIREO °"EP°OPENINGS ED S R MS 30 0360 ARE REQUIRED TO BE PROTECTED AS FRONT ELEVATION 40 1980 PER THE REQUIREMENTS of OF occuPArvCY A NO STORAGE O LR,O R301.2.126,800.1.4.SEE SHEET AS STAIRS 40 O—W GUAR LS AT TOP RaM.2.1.4 EXPOSURE CATEGORYS: ASNM DEAD LOADS ARE BASED ACTUAL NORTH B SOUTH B MATERIALWEK�HHTSOFASSEMBUE3 EAST 8 WEST B FLUE 7-(r MIN OVER ROOF AND 24r MIN. ROOF SNOW LOAD AS PER ASCE 7 ABOVE STRUCTURE RIDGEDATE: B.P.# VNTWITHIN 10 v ? 45 PSF(0.7M1X1X1)-32 PSF EXEM�P7NFROM 8EtSiJI1CAPROVISIONS B.P. T� 4.5 In 12 FE6-Yy, BY BUILDING AREAS: SQFT MATCH RIDGE NOT K M MPAMUM AT FIRST FLOOR LIVING 1,225 765.1M SAM TO 4 PM FDA THE SECOND FLOOR LIVING 667 FOLLCWM INSPECTIONS: TOTAL LIVING AREA 1,892 1. FOUPUTION - TWO REQUM OPEN TO BELOW 27 FOR PQM CONCRVE GARAGE AREA 425 RAFTERS BEAR ON 204 slaE IV2. FIb M FRAMING 5 PUS COVERED PORCH 200 ON TOP OF FJ MID ,�8■ DECK AREA 350 3 SUSFLOOR 3. MIStIATION Appm*rAft grow Soar rete beeed on nanhW mslubil®ln«alale 4 in 12 12 k112 4. F��/yL /� ^/�UCTM T ol�nar� w0ft aria to om NwanOl of�qm o,below oulalft waft BA COMMEM FM CO. GmSe...malw one half or house waft to ouwde of pope a eWW RAFTERS BEAR ON TOP LATEwaftBeaoaWot hoopen to Ra below Won Y,µldo he below Dods mW / C m 0 rRUCTM SKL MW 7W Poft Wass we frau WOWenm waft to aMMe 90p of do&J oh. EOtlTS OFTIEOOOESOFi / 1 PORK STAIE NOT OEM CM OONSTiI iclixi 0A8t aED ARS Eric. Nicosia [c cOy� WIA 414 Mail BVW, Pad JJe fefaon,N.Y.11777 Teleptlam:(631)8284456,Fox(681)928.8549 WAW edafooNe can.Ems":erloprtatlooaie.00m DO NOT PROCEED WITH OLD ORCHARD P.D. I , , �. FR MING UNTIL S'URI/EY - EAST MARION,N.Y. OF F _. D ;"-,:"'ON �� .�- HA� E2--N >i--,,- r cJ. �j 4 -k DOD ELEVATION5-1 RIGHT ELEVATION UNDERWRITERS CERTIFICATE RETAIN STORM WATER RUNO ohh tAWc&9 ;4fi71'-0' REQUIRED PURSUANT RE PURSUANT TO SECTION 45-100 Lav A OF THE TOWN CODE. ELEVATION REFERENCE NOTE R325.1 Approved numbers or addresses clad be provided for all now buildings In such a Position as to be PW*visible and bole iron is~or road ttordkg 1M property. 8813.5.1 Window and plass dor assembles shot be anchored in aocarderws with the pubWW manuhCWrofs moomnlerMalors to ad*vs is design prasnss specified. Muftm shall be tested by an approved testing laboratory. Mwdmun nsAlbn RIDGE VENTS deffeed =L/175,Muftis shot be capable of rush"a bad of 1.5 toms the design preset"bads. 8703.1The exterior real ernrotpe and be eonsWcted in such a mamw as to prevent the OZ-11m of water wilt is wd assembly by providing a wafer resistive bamar, behind the wdetbr veneer as requkad by Section R703.2. R806.3 Vert dawartcs.A minimum of a 1-Inch(25.4 mm)specs shall be Provided between the Insulation and the root sheathing at is bion of all vents. R901.Roof s memblss shot be installed In searda'lam with this code and is approved era wfae"Ws installation bhtrudions such that the road asserMiy shall serve to El Prosed the building or sbuckm Flashings shelf be Irn4dkd m such a narar as to prevent moisture entering the wd throto the jokhe In to copkg,trough mdature pemmabls material,at Intersections with the rod plans or odw penetrations or doges ins".Rod ooverirgs shat be appled in abrdrna won the applcaMs provlalans d the section and tins nlaradaftWS krgaAaton Instructions.Underisymartt shot oonfrm with ASTM D 228,Type 1,or ASTM D 4869,Type I.Self-adhering poyroer modMod bit rnen sheet shaloomply with ASTM D 1970.Asphalt shirgiss anal helve sataeal strips or be kderbddrg,and campy with ASTM D 225 or D 3482.Fasteners for ®® asphalt shingles;shall be gaNnizad steel,sfakdesa deal,skonintm or copper tooling nafe,mini num 12 gape shank with a mk mtm 3/84hch denser head,Whys the root Le®® Mumeting isless than 314 ketch thbk,the tasowwn and pw wbae t rough is stheaenngFadeners shot comply with ASTM F1867.Asphalt"on shah here of sic fasteners par shingle. Undaeyment shd be tippled shkge fashion posu a and silting from to save and lapped 2 bhchss,fsstpned Buff W*to hold In Placa.End cps shall be Direst by 6 feat In areas whom the averageddy enparaWre in January is 25d or Ides,an Ice brier that consists d a least brio layers d nt undert ym. ownented Wgether r d a W*adherkg poto w rnodilled blkmen sheet,did be used In ler,of normal undarkyrrant and extend from tis NVe's edge to a point at rear 24 Inches Inside the mdrior wall the of is building..Undsriayment applied In arae subject to high winds greater than 110 mph shot be applied with aarosion rselsew lederms n accordance with mere ectuWa Installation nsbuCbm.Fastersn aro to be applied along the overlap not tater apart tot 36 Inches on caner.Flashing for asphalt ahinples ahs cornpiy with the section.Base ares ap flashing shot be nMdad In acomMnce with marrecbaer's kselston habucft Bas fashkq ahs be d eltbr o�on rs�strnt metal of mnkman none 0.01"Ich INckness.Cap flashing and be corrosion remsert metal of mktinrm rgndnal 0.0194rnah thidosss.Valley linings shot be keeled In accordance with manueckffWs Installation kgbucdom before aWAV shirgles.Cbsed valleys(vaiky covered with shnges),vdey lining of om ply of wroth roll roofing complying with ASTM D 224 Type 11 or Type 111 and dead 35 h ideas (914 mm)wide or valla"Whkg asdssalbed In Items 1 and 2 above ahs be pamsted.Spedaly rndert.ynhera compykg won ASTMD 1970 may be used In leu or the INrg nm tidal.A al"or sable shell be Installed on the Adger side d any d*moy FRMR ELEVATION greater sola 30 s the r olds. eft. r saddle coverings and be the eat meal hi d the darrhe maerlal.a the rod rwvrNg.sbewd flashing.Md be by t,.step-frawwg metlad.Other flashing against a vertical tort wall,as wd as sou neck vent pips and ddmneyflashing,shot be applied sceadirg to asphalt shingle eoWWs prirted nskhseons. ELEVATION CONSTRUCTION NOTES ROOFING:8 NAILS PER SHINGLE ASPHALT/FIBERGLASS ROOFING SHINGLES AND ACCESORIES-SEE CODE NOTES ABOVE. ALUMINUM BUTTERS AND LEADERS TO SPLASH BLOCKS OR DRAINAGE AS REQUIRED 4.5 In 12 n dch ridge TRIM:WHITE ALUMINUM CLADING.RAKE TRIM:IX2 ON 2X8,SPACE FOR SIDING. FASCIA:2765.CONTINUOUS VENTED VINYL SOFFITS. SIDING:VINYL SIDING AND ACCESORIES,WINDOWIDOOR DRIPEDGE,FLASHINGS, TAPED TYVEK HOUSE WRAP.VINYL SIDING TO CONFORM TO ASTM D3879. APPROVED U.L.LISTED FLUE CAP AND COLLER WITH SLOPED STAINLESS STEEL CHASE CAP. CHIMINYS/FLUES TO BE 3'-W MINIMUM OVER ROOF AND 2'-W MINIMUM HIGHER THAN NEAREST STRUCTURE WITH IN IT-0".CRICKETS AND FLASHINGS AS REQUIRED IN R&M. 41n 12 121n 12 eric Nicosia ��RED A,90 WKITEGT �5 C , 414 Main ft",Brsta 203,Port Jefferson,N.Y.11777�Si Tehowne:(531)9284456.Fax:(631)926-9543 www.alo loosla.eom.Ems arlaaw ahloosid.corn -A OLD ORCHARD RD. / EAST MARION,N.Y. gal- �'� �Q� NOTE5 4 ELEVATION5-2 F _ Job#:040300 Scale: 1/8"=1'-0" A-2 LEFT ELEVATION Date:e/18/o4 By:E.N. Rev:A FOUNDATION N6TES:1 25'-0" R323.1 In area Subject to decay damage and al wood in contact with the Wound shag require the use of approved pressure preservativety heated or decay-resisfart Number. - - z 2Xta PPr — — — — — — — — — 2-Zito— — — —1 R324.3.1 Treat Cut ands,notches&dr(Med holes In accordance with AWPA R324 _ �J� Subterranean temdte conhol.Temhkaa s shields,Pressure pcvatively bested wood In — — — — — _ — — —Ir-S" r-8.T-8" accordance wthe AWPA standards and or stent wood.Chemical Sol 1'-0" T-6" 1'-0" ith lreudtlheM may also los rhessaaay depending on site conditions. I R50Z.21 DECKIPORCH GIRDER POST TO FOOTINGS: I (z)SW GALY.SOLTSINUTSIWASHERS THRU GIRDERS a 4X4 PPT R401.3 I POST(SM IF MORE THAN 4'LONG)ON 12-MIN.DIA P.C.FOOTINGS Drainage.Surface ufrelnage shad los divested to dryweds or other approved j I WITH PA4 Poen BASE AND 1m ANCHOR BOLT Pont of collection not to create a hazard.Late shall be graded so as to drain water away from foundation walls° first 10 feat or BWaI$B shad be provided to ensure drainage away from structure. c' I a R502.2.1 DECK PORCH TO HOUSE CONNECTION: j Q I JOIST HANGER TO PPT LEDGER BOLTED TO RIM BOARD WITH IrZ R401.4.1 otschnnl evaluation. va R�.4.1 hath been gootechnical evaluation,the DIA GALV.LAG BOLTS$WASHERS 1S"D.C.STAGGER VERTICAL jp°n}p� sods$hall be removed in conformance with 8401.4.2 ompre$alble or shitting, ASSUMED SOIL BEARING OF 2,000 POUNDS PER SQUARE FOOT APPLIES TO I 29-2" THE FOLLOWING CLASSES OF SOIL MATERIAL ONLY:GW,GP,SW,SP,SC,GM,GC. 11'-10" NOTIFY ARCHITECT IF SITE CONDITIONS VARY FROM ASSUMED CONDITION. 2X8 PPT BOLTED LEDGER L 518"ANCHOR BOL75 48"Q.('". — — — — — — — — — — — — — — — — — — — — -- — — — — — -- R402.2 Concrete.Materl°b used to produce concrete and Us"9~ahati Comply — — with the applicable standards fisted In ACI 318 a ASTM C 1157.Relnfordnp a"and ;;;W== In44daMdnt0 ben OadorrnwmwMhACI 318.Anchorboll{tD beh100nformisnoswith N 8"X16'WIDE ASTM'�7. p I INl10U8, P.C.FOOrIF10S O in t g CEILING m MINIMUM CONCRETE COMPRESSIVE STRENGTH:3,000 PSI®28 DAYS. CONCRETE AT BASEMENT FOUNDATION WALLS,EXTERIOR WALLS, h` I BASEMENT — '— — — — — — — -- ( PORCHS,STEPS AND GARAGE SLABS IS TO BE AIR ENTRAINED.IN Ir THICK 3000 PBI PC SLAB ON SAND BASE OR 8l1BORADE 1 r— ) CONFORMANCE WITH AC1318.NOMINAL SLUMP:WALLS 6,SLABS 5. o I ` R41W Concrete Footings shall be supported on undisturbed ru hral soft.All exterior 1 I l ® I 21'-" footings OW to pfd at least 3'-0"minknum below grad°.The top surface of footings W- shad be Nivel.Changes In elevell"and ajacent slope requirements shad be In b conformance with R403. 8141" 9'-8" 9 8" d 914r b R404AConer°fe Foundation Weds shad be constructed as set forth in section R404 and ACI 318.Baddld shill pr t not be placed against the wall e wad has sufficient (3)1314'XI 1.114"Z.OE LK GIRDER 3 PLY BEAM POCKET I Y strength and has been anchored t0 to floor above,or has been Sufdpently' — to — — — —FO-1 pin darmtpe try the beudddl.Sorin bracing Is not required ed for waft sSupportingtors w 3PLY SEAMPOCKET _(3)tart xX11-114-2.oE LVL GIRDER Ia Mmam 4 fest of unbalanced bec Ml.R405.1 Foundation Drainage.A drainage system t 3.9'01A.APPROVED STEELI MN COLUS ON ZW I T o" UNEXCAVATED notre�red,when the foundation t n Installed an wal,drained Wound or sardgrewel r THICK 3,000 PSI AIR ENTRAINED P.C. mbdtue Wits nQ _ 74r X T-Ir POURED CONCRETE FOOTINGS L? O aCCOfdt0 the Urrilied SON ClassificationSystem,Group{Soik,a SLAB TO etON SABASE detailed in Table R405.1.Other soft require require draft in conformance wilh R OR SUBGRADE WITH SM 10110 WELED 4 .1 awd ail concrete or maWrey foundationsMat rett earth and enclose ". WRE MESH.PITCH a usable spaces located below grade. I I4 SLAB TO OVERHEAD DOORS R408.1 Foundptlon danpproofing.Except where required h1 be waterproofed by SacMon R406.162,tatuxlatlon wail that rataNm Bath ad sectors habkabte or usabte 3 33 I I spaces located below greee shad be dampproofed from the rep of the foonng lo the 'r I — ' BOND E FROM —• ?shed grade by applying one of MM Noteddanpproofi g or waterproofing me abilf a high water table or other*svors we-walor I 36'6 a BURNER -J ! cor,�DsareienMNoted In Section wntoexst adat°40S.In areas foundation waft that retain earth arid enclose ter hebdabb or usable spaces heated below grade ahaM be weterprooted as per R406.2 — — — — — R407 Steal a lumna.AM Surfaces onside and outokle)of stool Columns shed be given a Sf8 TS O.C. shop coat W rust-10MAv°paint,exoW for cortnNonieslstant and costed steal. — — — -- — — — 58'ANCHOR BOLTS 48 O. — — — — — — Approved manufactured coRaion4salsfaK coated sisal coNulans with top bearing plate Shall be bolted to the girder and the boflom with arty afjustable threads on 1'-0" T-8" 6'-0" Sg T-0" 1'-0" 2.2X8 bearing plate embeded n the oahaete sib. WT N 2dXe PPT A 8.5"MIN.WIDTH FOR TRIPLE /PLY LVL GIRDER-SEE PLAN 8502.4.1 DECKIPORCH GIRDER POST TO FOOTINGS: \/\( " CYG R=2.2.1 DEPORCH TO HOUSE CONFECTION: (2)SW GALV.SOLTSaaITSIWASHERS THRU GIRDERS 8 4X4 PPT 3 DECK POCKET JOIST HANGER TO PPT LEDGER BOLTED TO RIM BOARD WITH 1?' POST(SI03 IF MORE THAN C LONG)qct 17 MIN.OW P.C.FOOTINGS e 6 112"DEEP DIA GALV.LAG BOLTS S WASHERS 16'O.C,STAGGER VERTICAL WITH PA4 POST BASE AND 12"ANCHOR BOLT c c - LVL POCKET 40 0 27-0" t'{ \\ a 3 101/7'DEEP C " e � r sr AIR SPACE 3 O /{ W MINIMUM BEARING STEEL OR SOLID SLATE SHIMS R502.61 BP2 TWO PLY BEAM POCKET BP3 THREE PLY BEAM POCKET ANCHOR BOLTS REISIT WIND UPLIFTAAD eric Nicosia SLIDING FORCES.HOLDOWN BOLTS ARE ' USED RESIST OVERTURNING MOMENTS ��RED A,9C AT G OF SHEAR WHITfZT G NIC �'A 414 Man al, SVsSUKO 203,Port Jefferson,N.Y.11777 v� Telephone:(631)926-4456.Fac(831)928.9543 � www.erMxdcost.com.Em W:alccaladtbtia.com * OLD ORCHARD RD. &r GALVANIZEDASTM307 �� L EAST MARION, N.Y. GRADE 60 THREADED L f 1 AM�"��TEo — y 024 oQ� FOUNDATION PLAN SQUARE WASHERS.3EE 3 1/02" FOUNDATION PLAN i JDb#:040300 Scale: 1/$naV-0t. LR403.11 ANCHOR BOLT Date:8/98/04 By:E.N. IRevA _3 FRAMING NOTE ALL FRAMING LUMBER TO BE DOUGLAS FOR-LARCH$2.PRESSURE PRESERVATIVE TREATED LUMBER TO BE OF SOUTHERN PINE 02. TYPICAL HEADER SIZE IS TO BE 2-2X10 MINIMUM UNLESS NOTED HANDRAIL GUARDS AS REQUIRED BY GRADE NO HOLES ALOWED IN LVLS OR ANY HEADERIGIRDER,NOTCHING D BORING OF SOLID SAWN JOISTS ARE TO BE IN CONFORMANCE WITH AFBPA WFCM. - DOUBLE FJ UNDER TUBS,HEARTHS AND AT FRAMING OPENINGS.SOLID BLOCKING UNDER NON LOAD BEARING PARTITIONS.1 JOISTS TO DECK CONFORM TO MANUFACTURERS I NSTRUCTKNJS. SaxS PPr DECKING 67-T JOISTSIRAFTERS SHALL BE LOCATED DIRECTLY OVER TOP PLATES. 2&-W SOLID METAL CLOTHS DRYER EXHAUST DUCT TO EXTERIOR WITH ,y SOLID BLOCKING/SOLID WEB STIFFINERS AT ALL SUPPORTS.O PHRAM 111$" 13$" DAMPER,INSTALLED IN CONFORMANCE WITH R1501 AND BLOCKING AS INDICATED.NAILERS FOR GYPSUM BOARD CEILINGS AS MANUrACTURER's INSTALLATION INBTRUOTIONS AND DETAILSREQUIRED.FIREIDRAFTSTOP CHASES AND PORCHS. 7-4" 3,_1„ V-1" 8 4" 10-10 3.-0., 8 0 7" LAMINATED VENEER LUMBER TO HAVE MINIMUM VALUES AS FOLLOWS: TEMPERED 5$` E-rZOOO,000 pr,Fb-2800 pal,Fv+2B6 psi GLASS AT Ti1811 1W2842 ZLOGON FWGWS11 L C23 z 2r1 2 2c5o LVLS TO HAVE MINIMUM OF 3"BEARING.NO HOLES ALLOWED IN LVLS. (2)1.3/4"x i5/4"LVL- Z-2x50 - 22[10 17•-7„ 0 Y 5'4" V-2" g• u - — N " DOUBLE AND TRIPLE MEMBER LVLS ARE TO BE FASTENED TOGETHER z6� LAUNDWITH A MINIMUM OF 2 ROWS OF 160 NAILS 12"O.C.,3 ROWS OF led 0 1748" 10'-0" _ a4 NAILS 12"O.C.OR 14"-16"MEMBERS.SEE MANUFACTUTRERS v Yn INSTRUCTIONS FOR BOLTING OF FOUR MEMBER AND FASTENING OF r I. W.I.C. O 2Z4r Fo WASH DRY SIDE LOADED MULTI-PLY BEAM& fo u b DINING KITCHEN :' z zxto CONNECT JOISTS TO FLUSH HEADERS,GIRDERS STEEL FRAMING 4"2'4 5'-r' 6" F. r o 2888 Fl — G HANGERS,AS PER MANUFACTURERS INSTRUCTIONS. O y 4" 21'-&' cos" a SEE LOAD PATNVSECTION SHEET FOR ADDITIONAL ROOF STRAPS, ® CO , 2886 CLOSING L LISTED,3rd HOUR,SELF CLOSYiHEADER AND SILL STRAPS HOLDOWNS,SHEAR WALLS,ETC. 1888 -- C6 R \ O FIRE DOOR Y VERIFY LAYOUT NAILING RULE-MINS. AFBPA WFCM RE R N a4 (( J) ® e —I 5V TYPE XGYPSUM BOAR ON WAILS, I V � y NOT INCLUDING UPLIFT 6 HOLDOWN CONNECTIONS. \J � 288B CEILING MA BEAMS WITH 5?'TYPE x � �2486 2668 5070 GYPSUM BOARD ON INSIDE FACE OF , m 'I R'i T DESCRIPTION-GWv.ComrrrorfNeila WNAILSNAILSPACING N ` 2-200 22x10 f HOUSE WALL ADJOINING GARAGE iv ICA" ROOF/CEILING: to x I m Roo"Shkgo- 6 rooting naft per ehingte t,j 3' u.l_FLUE GARAGE N StnreteW Shs0mg-Interior Zone 8d Wax edge.12"o.c.flea �' 4"THICK 3,000 PSI NR 1 1 I SbumaW SheeBf W f Pwkdtw Zone Bd 6"O.c edits,12"O.c.field O io BASE ORS GR BLAB ON SAND = SlfeaBlip Q FIuWf and Flykp gables 8d 6"o.c edge.8'o.a flWd 8'CEILING ® BASE IND P.C.SLAB AXIL R Y 120 mph-Sh wft%F V PertrrriMr Zone Bd 6"ox edge,6"ox,field MASTER BDRM " °e zA- LIVING 10%0 WELBD WIRE MES it PITCH `I' SLAB TO OVERHEAD DOORS r® eo- N � � t2ompfl-®Fi+ehand FMrq gables Bot a"o.eedge, a-o.c.nes � - A I I °' I Ralteffrop Plat'(toe tided) 3-8d per rafter� d -- eJ H Ce"Jolst/Top Plate(toe--led) 3.8d perjdst - r v CWV JobNPeraNl Rafter(faea Salk) 3-18d self IW iN CJ Iwt on tap plate 4" ,s'07 a" 21'4" ' " r 0 19'4r I _ •I CeWnp Joist I*N PaANbn(falx nailed) 3-18d each laP Caller Tie to Rafter(faoe•nded) 2-10d per tie 3-10d req Q 120 mph zones °P R Bbddng to Rafter(tacatreYed) 2-Bd sech rd { ? " 2-WO 2-200 Lv Rin(Made)to Rafter(end naNsO) 2-16d sack end / Gypsum Board-Cei" 5d cool 7 o.a edge,10"o.c.field 2200a &2c10 . • 2.200 TW KW TW3046 WALL: Gyps=Board-Wall 5d cod 7"o.c.edge.10"o.c,held ITA TW30462 11'-3" 11.3• T 2 W-9" O o Shirk"Shsa*fg- Bd W ox edge,12"o.c.fiNtl 66 Top Plate to Top Plate(face-ramA ) 2-181 par foot COVERED PORCH g g Top PIU at i,ara.awrls(face naRed) 4-16d joi is-e.a,Side 3-]X10 HOR MM 2-3X4 TOP PLATE SM x S PPT DECKING 2- O HDR MYTH Z-3X4 TOP PLATE A A He d Header Std ager ed) 16d 24"o.c. Reeder To Header(face-nailed) 1114 16"o.a Wong edges TOP80ttom Plate to stud(end nap 15N per eWd ToplBoltom Plate 10 AA(bwfmkd) 2-10d par stud 5"X5"PRIMED AND PAINTED PORCH POST WITH 5rz PLYWOOD DRAFT � U.L LISTED MANUFACTURED FIREPLACE AND Bottom Plate to Fbw Jolsbgh 2-16d per foot UPLIFT CONNECTION TOP AND BOTTOM 8'-1" 5" 6'-1" 5" 8'-1" 5" 5'-11" 9'-10" V- FLUE WITH GLASS DOORS AND FRESH AIR FLOOR: mil INLET.INSTALLED IN CONFORMANCE WITH StuctYW TILG Subnoor-piled 6 Sd 6"o.c edge,12"o.c.field. 36-HIGH GAURD:5/a"XB"PPT TOP RAIL ON 2X4 GAURDo-wrDRAILS PRODUCT LISTING.NON COMBUSTIBLE Joist b SW I'Ma Girder(be-naw 4-8d per joist PPT FRAME WITH 4X4 PPT POSTS THRU DECK 6 4U-W 22'-0" FIRESTOP N CHASE AT FLOORS AND CEILINGS. BrldgNg to Joist(oe•naYed) 2-Bd each end MAX O.C.2X2 PPT NEWEL POSTS 6"O.C. 87-0" Blocking to Joist(toenalyd) 2-8d each end Blocking to SW or Top PINS(los-rroited) 3-16d esch block Ledger Strip To Beam(face-nallso 3-16d each joist A f Joist on Ledger To Bean(b 4vd$@d) 3.61 per Jow Bra Joist to Joist(end-nsil d 3.151 Dar'pielt Band Joist to SIWPINe(toe-rwAed) 2-16d per foot WOISTS IF APPLICABLE TO BE IN CONFORMANCE WITH MANUR INSTRUCTIONS X. BRED ARC Brie. Nicosia LIST OF ABBREVIATIONS Gj� G NIC 'S'i WHITC4T APA A PLYWOOD ASS�OCIA V �/� s�-9 ((� 414 Mein SbVKSuKe 203,Port Jefbnon.N.Y.11777 BP CARBON RIDE CTOR 0 Telephone:(631)9284436.Fax:(631)W8-9543 Q www.eArnioosWtwn.Ems&w4liricricaeh.com C.M.U. CEMENT MASONRYUNITS DP DESIGN PRESSURE RATING IS p• OLD 0RjC TAR- RD. FJ,CJ,RR FLd5k—j0-15T-,i5VUNG JOIST,ROOF RAFTER Pc POURED ETE N EAST MARION, N.Y. PPT PRE URERWRVATIVE TREATED WOOD U.L. ON 'CRs�RATORY � �, yOQ FIRST FLOOR PL/+�N TYP TYPICAL. SD I INTERCONNECTED SMOKE DETECTOR Job#:040300 Scale: 1/8"=1'-0" �_� +- PLUS OR MINUS - Date:8h 8/04 By:E.N. Rev:A PLAN REFERENCE NOTES TOTAL ROOM AREA 228 SOFT R308 Glazing at hazardous bca6un shd have�9 prctac bin in codormance vm 8%LIGHT REQUIRED 18 08 SQFT REQUIRED HT PROVIDED R308.In general,glaft in all door*&fixed side panels,Gtazings Isms than e0"above TMWWIN 10.31 SQFT GLASS AREA surfaces of tube,stawrort,etc.Glabrq with In 24"arc of doom in closed position with sWt 2 VELUX VS SKYU 5.23 X 2=10.48 SQFT lest titin 60"above floor.Glazirps over 9 square Met and less than 18"above III00r. TOTAL LIGHT PROVIDED 10.31+10.48=20.77 Giwg near ouIvnllffir4kW.Sea cornpleaw ford of R306.4 Glazing for spedfics on %LIGHT PROVIDED 9.2% locations and exceptbne. ROOM AREA 218 SQFT 4%VENTDED 9.04 8%UGHT REQ 17,44 SOFT VENT PROVIDED R308.6 Skylights and eloped glazing Md comply with tits section and have fully tempered PROVIDED10.31+10.3720.82 SQFT WINDOW &73 0wzkv. % OVIDED 9.5% 2 SKYLIGHTS 7.52 R309 Garage opening protection and separation required to be at noted and in TOTAL VENT 13.25 SQFT conformance,with R3m.Garage floor surfaces shall be eloped to fadgerM the movement ol 62,-0" %VENT 8% liquids to drain toward rhe main vehicle entry doorway. V-9" R310.1.1 AN emergency escape and nese°openings shat have a mkdrnum not deer 4'-412" 4'-412" opening d 5.7 square fest 24"minimum dear opening height,20"minimum der opening width,44"max sia height - FINAL,INSTALLED STAIRWAYS,HANDRAILS,GUARDS SHALL BE INSTALLED IN 2-2x10 FULL COMFORMANCE WITH THIER RESPECTIVE CODE SECTIONS.ARCHITECT IS ggt� NOT RESPONSIBLE FOR THESE INSTALLATIONS. » O8 3" N " I aanO " I R314 Stairways snit not be lets than 36 Incltes In dear width al ani poirlM above the pern-Med handrail helight and below the required oorn not 4 14'-17" T-11" 1514r 21'4r 4 prood more thah8naf 4.5 Inches on either sWt teed ��h�,.,�.. � � (its f) stairway and the mInkrerrh der wipe d Bre stairway at and below Mrs hendrd height,I cludig treads and landings.swit not be o D O q d ci I less than 31.5 Inches whom a hantlraN b Installed on one aide ani Z7I Inches where 000 harkimft ale provided on both*Idea.The mw*nrm river height shall 8.25"and the v I 153 S KNEE WALL O m b V KNEE WALL minimum tread depth shall be 9"in conformance with 83142.Mink nurn headroom 6'-8".AN ERR _ c3 = I stairs shall be provided with Il umInatlonin socordance wkh Section R303.4.Enclosed v B E I accessible space under stairs shah have wells,under stale surface end any soffits prc V CEILING - - - - CO 2488 - ( I � -1 - - - - �/ - - - - - - - - - - on the enclosed aide with 12-Inch gypsum board. BEDROOM �� ° �`� g°" I ® � I SKYLT VMTNd a �J 8315.1 Handreds having mftnm and=Amin helgtds d 34 Inch"and 38I aches, 30 PSF ATTIC STORAGE ONLY o g� respectively,measured verticaity fr0r1h the nOtkg d the tleadt shay be preVktad Ort N bast DIL RR a a ns RR a c, - - - - _ _ one sib of stairways.AN nKmked ha dralls shah be coralnucus the full length of the stairs _ _ _ _ _ _ _ ATTIC r with two or more risers from a point directly above the hp near d a fNpM to a point directly - - - z 2x,0 RR I H BEDROOM 2 - - - I A, 1 I`' I above the lowset deer d the ttlphLEnds shell be reaarrod or sell Unninete In news]poets F 8007 3r4"PLYWOOD SUBFLOOR a ad*lerrnirib.Ha draile adjacent to a wall and haw a space ohat less than 1.5 - I Low 22x,a - Inches(38mmAetwreen tnewd and the handrail.The handgrip porton d handrails;sill I I 1 1 h a I I - - - I have a circular cross section d 1-1/4 Indhss minkmm to 2-50 Inches r s 0num.Edge N R G�i i3 - - - - - - - - - o o d radius d V8". - - - - - - - - m - - I - 8CEILING - - �to6 R311&I Guards aro to be mInkmm 36 Wcim(914mm)In height.Open sides d stain wMn 1 I I 1 g Y a tots mss of mon than 30 Inches above the floor or grade below stall hew guards(each Y a acts)not less ten 34 khdhse in height msawnd vertically from Me d is tree. i KNEE WAKNEE (Second stay guards are moonterided to be higher.)8' LL WALL K 5 3'S"4" T-1" 4"3 0" 2414' 4'-2" 5 5.6" 1'-8" 1941" 1 4! I R317.1Si gls and multlpb4tatlon smoke altams sit be Installed in each sleeping room, oulace of each°spent@ sleeping area In the Inmediale vidnty of the bedroorns.on each z addillaW story tithe dealing,khdkxling bassniMa.The Norm devices shat be P - - 2-2x10 I - - - - - I Wftmnneded b m such a a ner dri i Mat the actuation one will wle actlall d the - tj%- j- alarms in the WilvkhW idLThe abrin shall be dearly audible In all beft"over _ - - - - - - - - - - bedkpound robe bveb with all Intervening doom dosed.At amofro alarms seabed LT DORMER WINDOW HEAD HEIGHT r-7' and Installed In accordance with the provisions d this code and the household VERIFY SILL 9'MIN.ABOVE PORCH ROOF BELOW equipnhent p»vfsori of NFPA72. 547" 12 0" 4'4" &-o- 5'4" I /7 R319.1.2 Wait and ce"fWWM not including trim,door or window trans stip have a fiarN apnad classification of mk grssmr than 200.Wait and ceiling finishes shall have a - - - - - - - - I e�-edwbpW Index d not gru*tin 450. R322A vapor retailer sit th be Installed on e wwm4r Mnter side dall Insulation. - - - - - - - - - - - - - - - - - - - R1001.1 Masonry dsrrnsys shall be constructed,anehored,aupporled and reinforced as 4> required In fhb chapter and the splIkaWs provisions of Cfiplem 3,4 and 6 with applicable 4a4r 2,-0„ clearences to corribwtlbles and fkestopin% 8807.1 Attic access.An attic access opening sill be provided to aft aareas that exceed 82 0" 30 square Met ext have a vertical height of 30 inti*or Wester.The kokgh-framed WINDOWS:ANDERSEN 400 SERIES TILTWASH WITH LOW E GLAZING. Opening shall not be less than 22 Inches by30 inches and shad be bated In a hallway or WINDOWS AND SKYLIGHT SHOWN PROVIDE HABITABLE ROOMS WITH AT LEAST 8%LIGHT AND 4%VENTILATION INIt other roe*accessible location.A 30-rich minimurn unobstructed headroom In the athe CONFORMANCE WITH R303.1 A spew shat be provided N some point above the tee..opening.See Section MI305.1.3 for access nequkrnents*two mechanical equornmils baled In attics. A TW3048 WILL ALLOW A CLEAR OPEN AREA OF 5.77 SQFT AS PER ANDERSEN DATA AND IS IN CONFORMANCE WITH R310 REQUIREMENTS FOR EMERGENCY OPENINGS. 8808.1 Combustible insulatis on in d lot separated•minimum 3 khchss from recessed WINDOWS,MULLIONS AND EXagh&g fbd res fsnmokors and other heal-producing devices a separated in accordanceTERIOR DOOR ASSEMBLIES ARE TO HAVE A MINIMUM DESIGN PRESSURE RATING=DP30. with the conditions stipulated In the fbdum Hating.Recessed lighting Installed in the VERIFY ALL QUANTITIES,ROUGH OPENINGS,MULLIONS,TEMPERED GLASS LOCATIONS BEFORE ORDERING building girths envelope sill res the requinrnenle d Section N1101.3. WINDOWS/DOORS AND BEFORE FRAMING OPENINGS. WIND BORNE DEBRIS PROTECTION Eric Nicosia WIND BORNE DEBRIS REGION.Areae within hurricane prone regions within one mite d the »(`C.�E D A/�CL coo"mean high water line where to basic waw speed Is 110 miles per hour or greater,or �Gj �G NICO ARGNIT£GT whin the bask wind speed b equal 10 or greater than 120 mase per hour. !`Q' S/ '9 (� 414 Main StestSuts 203,Port Jefferson,N.Y.11777 R3012.1.2 Internal pressure.Windows in buadi ga bated In wind borne debris regions ahs 0 Telephone:(631)9284458.Fa(831)928.9543 have!lam openings protected from wkwborns debris.Glazed opening protedim for www.encracoseLcom.Ernmill ericaorionloosim.com mxft a debris shalt meet the raquyerneme of ti Large Missile Test of ASTM E 7996 and of ASTM E 1888 referenced threIn * i'� OLD OROHARD RD. i 1808.1.4 EXCEPTION:.Wood structural panels with a nNnimum thiclowe of 7/16Inch and s (P EAST MARION, N.Y. mandmum ellen of 8 MN shat be psrmllled for opening protection in one-and two-etory 0 0` buildings.Panels shat be precut to Cover the gland opervi gs with atad mat hardware 9 proMOed.Attadihents shat be prowaed in acoordmce wilh Table16D9.1.4 at falows y 5EGOND FLOOR FILM 2-12"118 SCREWS 18"O.C.(12"O.C.IF PANEL IS OVER 8'-0") Job#:040300 Scale: 1/8"=1'-0" SHUTTERS SHALL BE IN CONFORMANCE WITH AMERICAN PLYWOOD A-5 ASSOCIATIONS DESIGN#1-SHUTTERS FOR WOOD FRAME BUILDINGS Date:8/18/04 By:E.N. Rev:A RIDGE VENTS ENERGY REPORT: 2X10 RIDGE Compbwm Is determined by use of The USDOE soften approved by the secretary of VENTING TO BE IN CONFORMANCE state.The general provisions of Nn New Yak State EnM Conservation Construction WITH CHAPTER 31-VENTS 3"MIN.VENTS THRU ROOF Code,CWW 5,Sections 502,503,504 and 505,shall be met. 4 I � O.C. / k-1.5" RESeheek Compliance Report 12 New Yolk State E �21.5 » RESd*c k Soflwar Version 3,5 Release ie Code 12 3» V COUNTY Suffolk,HDD 5750,TYPE:Detached 1 Family,HEATiNG:Nor►Ebctric R-301NSUL// R-191NSUL TUB COMPLIANCE:Posses B USE 20'RAFTER LENGTHS Pro)ed UA = 383 Gross Glazing TUB BATH 5.5%Bother Than Code Area or Cavity Cont. or Door 5o RR BEAR ON PLATE AT PORCH AND GARAGE FRONT 5 FDCTURE UNITS Perimeter R-Value R-Value U-Factor UA Colft 1:Flat Calling. 1050 30.0 0.0 37 CohkV 2:Catna"CWWV 220 8.0 0.0 11 I3ELOW W 4 x-1.5" �1.5" L-1.5" WC 1.5" LAV WC 1.25" 2" y' 3kytight Wd Finan,DW Pane 15 0.420 4 DW WASHER wall 1:Wood From0.18"o.c. 2183 13.0 0.0 152 STANDPIPE Wfrdow 1:Anderson Low E 223 0.340 70 SOLID 3" 2"' LAV LAV SINK Door 1:ArMerson Low E 42 0.340 14 BLOCKING 1.8' g 2" SHOWER B"1.5" 2 3" Z, Door 2:Solid-,partial glaring 40 0.220 9 12"GWB TUB Foot 1:Wood Joists 1225 19.0 0.0 58 R-131NSUL 3" 112 BATH KITCHEN WASHER Boller t:82 AFUE 5 FIXTURE BATH 4 FIXTURE UNITS 3 FIXTURE UNITS 1 FIXTURE UNITS FRESH COMPLIANCE STATEMENT:The proposed buk"reProsenh d in NU doeunsrd Is b FIXTURE UNITS AIR IN consistent with the buAdin9 Plan,sped8ations,and oder cWmftt s K bmlNed with 3"WASTE 4"HOUSE DRAIN this pemdt appliadw.The proposal system have been dseigred to meet Ute CLEW OUTS AS REQUIRED 3"WASTE New York Stets Energy Conservation Construction Cotls requirements. BY SECTION P3005.2 HOUSETRAP ARCHITECTS SEAL,SIGNATURE AND DATE IN TITLE BLOCK. W1 APPROVED COPPER 4"CAST IRON SLOPED TO SOLID SUPPLY LINES APPROVED SANITARY SYSTEM ENERGY NOTES: BLOCKING PLUMBING RISER DIAGRAM CeiArngl:FatceAtrwR3o.ocaknlginaw.tion.vemAarbnbof�.. Cashing 2:CaNedrW CeiAnp,R-19.0 cavity insulation.Ventilation ba ". SCHEMATIC-NO SCALE Wail 1:Wood From,18"o.c.,R43.0 cavity Inalatbn Wkxkma:U-factw.0.30:Andersen-Low E Ghawv- SkAW ts:Wood Fran,Double Pans,U-factor.0.420 Door 1:Glass,U-factor 0.340ArKkwm Dr. Door Sola,LL/aclor.0.220:SteeNFftMI &Dr 7. Floors:Floor 1:Wood Joist,Over Unconddbned Space,R-19.0 cavity Inautation SECT ION A-A HVAC Equipment Installed in wnfbmwm with Section 503,Boiler:82 AFUE MIN. ROOF RAFTERS TO Air Lealump:502.1.4.lokft.pwwbatime,and all~such operinps In the bL"M RAFTERS AT RIDGE envelope#0 aro sources of air leWkaga must be sashed a speGHed in 502.1.4.2. Reamed 11"must be Type IC rated and Installed with no penetrations sealed or gaeketed to prevent air kalmgekrto Ne un-eonditiond spaa.Vapor Retarder to be OUTLOOKIFLYING GABLES IF PROVIDED: 4-3d COMMON NAILS IN EACH on the warm-Ir wkRa elle of rimn-remed oaAings,wak 6 floors.1.0 Pam mac NAIL ROOF SHEATHING WITH BD NAILS 4"O.C. END OF 1-1fi4"X20 Ge.STRAP 18" RIDGE CAP SHINGLES ON TYPICAL CONSTRUCTION ASSEMBLIES Materials send k dm:MotorWs and eguiprnerd must be aunt M so Uet con0lance TO 4'-0"FROM GABLE END.USE HT7/R17 O.0 OR 2X4 COLLAR TIES IN CONTINUOUS RIDGE VENT can be dehenWned atl must be Installed In accordance with ON manufactumYs HOLDOWN AT 2X8 LADDER FRAMING 18"O.C. UPPER 1/3 OF ROOF 18"O.C. \ 2X10 RIDGE BOARD ROOF CONSTRUCTION: Installation I nstruc8ons and code Dud Insulation to confarn WMSedlon 503 SHINGLES:8 NAILS PER SHINGLE,ASPHALT ROOFING INSTALLATION IN Fssplaas mast be k*WW with tight NOV non•oanbusMe fireplace doom BALLOON FRAME/LLL GABLE END WALLS CONFORMANCE WITH MANUFACTURERS INSTALLATION INSTRUCTIONS AND CODE ad must be pmvaed vllh a owaoe of combustion air.m mgWred by tie bu kkQ OR BLOCK/BRACE GABLE ENDS TO 10'INT ROOF RAFTERS TO STUDS WITH APPROVED LTH MANUFACTURERS T,FLASHINGS,ACCESONES �e fico Water H&OW b be Instep m corAomrena with Section 504.InsWate CEILING DIAPHRAIM OR PORCH GIRDER insulatlorn ro corrPonrru&Od0V hot WSW iges en to ftSectil vel In Tads 1 Heating and Coo#rg POV SHEATHING:7118"APA RATED PLYWOOD,8d NAILS AS PER NAILING SCHEDULE. 4.8d COMMON NAILS IN EACH CJ ALLUA NUM GUTTER AND LEADERS ON 2X8"FASCIA BOARDS END OF 1-114"X20 Ga.STRAP-OR RR 3"MIN,LAP WITH CONTINUOUS VENTED SOFFITS -USP RT10 OR SIMPSON LTS16 NAILS PER MANUFACTURER. WALL CONSTRUCTION: �aEO ARC``-- CONNECT RAFTER TO PLATES R VINYL SIDING ON TYVEK WITH NIC AND PLATES TO STUDS WHERE b B' JOINTMIINDOW/DOORTAPE ON 7/18"APA RATED STRUCTURAL SHEATHING \� Q.�G �S'/ NOT ALIGINED �TO ON STUDS 18"O.C.SIDING TO BE INSTALLED IN CONFORMANCE WITH R704.5 le �C STUDS TO STUDS 3"MIN.LAP LEDGERS WALUCEIUNG BCARD:10 MIN.GYPSUM BOARD TAPED WITH 3 COATS SPACKLE. 4 AT SECOND FLOOR 4-8d COMMON NAILS IN EACH RIM BOARD * li ,f END OF 1-1/4"X 20 Ga.STRAP. FJ soup __ROOF TO HEADER HOLDOWNS 18"O.C. SIMILAR AT GABLE END WALLS BLOCKING P84 HEADER TO COLUMN CAP 11.11, �A OZ Q� GUARDS AND APPROVED HANDRAILS-SEE PLAN NOTES '9 WINDOW/DOOR HEADER STRAP AT PPT�CKIGIRDER/FOUNDATION. SEE PLAN NOTES EACH JACK STUD:1-1141 X 20 GA STUDS TO BAND JOIST m STRAP WITH(4)8d NIS EACH END AND FOUNDATION 3u"T8G PLYWOOD COLUMN BOLTED THRU DECK JOIST AND USP MP4F OR SIMPSON LTP4 4-8d COMMON NAILS IN EACH END OF Astro LO'GLUE § 2X4 HOLDOWN CLEAT 18"O.C. PLATE AT SILL TO BAND JOIST. fn 1-114"X 20 Ga.STRAP 18"O.C.,WRAP UN�R SILL OR USE USP MP4F OR BOLTED CONNECTION-SEE PLAN NOTES ri c Nicosia SIMPSON LTP4 PLATE 32"O.C. FJ SOLID RIM BOARD C ran BLOCKING COLUMN ANCHOR SIDOYVN:SIMPSON P84 WHITOCT TO 1/2"ANCHOR BaT 5/8'ANCHOR BOLTS 48'O.C.WITH BOLTED 414 Main 1Mreet,SuHs 203,Pat Jefferson,N.Y.11777 3"X3"SLOTED SQUARE WASHERS- SILL CONSTRUCTION:2XB PRESSURE PRESERVATIVLY TREATED SILL ON SILL SEAL Telephone:(831)9284458.Fac(831)928-9543 USPfSIMPSON LBPS 5/B" a F ON TERMITE SHIELD ANCHOR BOLTS AND HOLDOWNS PER FOUNDATION PLAN. www'•wbftcoste•oom•Em•ti:adcaerl nbnh•Com STRAPING TO BE GALVANIZED ASTM GRADE 33 MIN. POURED CONCRETE FOUNDATION WALLS ON CONTINUOUS,KEYED FOOTINGS OLD ORCHARD RD. BEARING ON UNDISTURBED SOIL.SEE FOUNDATION PLAN FOR WALL/FOOTING TYPICAL UPLIFT CONNECTIONS 4 SIZES AND RESAWNCHOR BOLT INFORMATION EAST �MARION, /N..Y..� DRAINAGE YS OR IF R E REQUIRED BY S as REQUIRED S.It408. 5EGTION/RISER/E`►ER6Y SCALE:3/8"=1'-0" DRAINAGE SYSTEM IF REQUIRED BY SOIL CONDITIONS. TYPICAL CONSTRUCTION SECTION 4"P.C.SLAB.OPTIONAL VAPOR RETARDER ON COMPACTED SAND Job*040300 Scale: 1/8"=1'-0" SCALE: A-6 Date:8/18/04 By:E.N. Rev:A