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HomeMy WebLinkAbout30717-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32059 Date: 12/11/06 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1300 PARK AVE SOUTHOLD (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 56 Block 1 Lot 2 .7 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated OCTOBER 18, 2004 pursuant to which Building Permit No. 30717-Z dated OCTOBER 22, 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOSEPH D & DORRIE MONACO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 05-0479 04/27/05 PLUMBERS CERTIFICATION DATED N/A 7h/iz Sign,4ture Rev. 1/81 W�'A Form No.6 -�- TOWN OF SOUITHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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-couforming 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 (XT froate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees �1 1. Certificate of Occupancy -New dwelling $25.00, Additions to dwelling $25.00, Alterations to n'ellin g$z5.(r�, Swimming pool$25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 New Construction: Old or/PrDate.ue existing Building: (check one) Location of Property: f 3 DD �i� 'Vile -54)L77;((6z"6 House No. Street Hamlet Owner or Owners of Property: Suffolk County Taic Map No 1000, Section 6 _ Block_D / Lot z • 7 Subdivision—ZD/."C. Filed Map. /a 3 ) I Lot: / Permit No. �_ Date of Permit. Applicant: f Health Dept. Approval: Ilndenvriters Approval,,Y- 40S_ —0( 7� Plamiing Board Approval: / Request for: Temporary Certificate Final Certificate: t/ (check one) Fee Submitted: $ �U� Applicant Signature co� 3 �0 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. 30717 Z Date OCTOBER 22 , 2004 Permission is hereby granted to : JOSEPH D & DORRIE MONACO 1300 PARK AVE SOUTHOLD,NY 11971 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1300 PARK AVE SOUTHOLD County Tax Map No. 473889 Section 056 Block 0001 Lot No. 002 . 007 pursuant to application dated OCTOBER 18 , 2004 and approved by the Building Inspector to expire on APRIL 22 , 2006 . Fee $ 150 . 00 <Z;hori/zere ORIGINAL Rev. 5/8/02 -,-RIM�P- J W-11-M iy 1--1 D�t �21182;" -5, NN/ 7c It gOND ti x 61 I AC ................. ....Q/1, r-I JAMES A. RICHTER, R.A. - 705 FRONT STREET - GREENPORT, NY 11944 - - »xi ARCHMCM February 13, 2006 -9 14 SOUTHOLD TOWN BUILDING DEPT P. O. Box 1179 SOUTHOLD 179SOUTHOLD TOWN HALL SOUTHOLD, NEW YORK 1 1 971 Enclosed please find the Plans for the Deck that was constructed at the Monaco Residence in Southold. I have inspected the completed work and certify that the Deck, as constructed,meets the minimum requirements of the New York State Building Code. If you have any additional questions regarding this matter,please do not hesitate to contact my office. ED q g A Rc'yi r� Sinc ly; J es A. Richter egistered Architect 'yo. 02059 y(�� �F �N APPEALS BOARD MEMBERSSOMailing Address: SOF Ury Ruth D. Oliva,Chairwoman � QUOSouthold Town Hall 53095 Main Road•P.O. Box 1179 Gerard P. Goehringer * 41 Southold,NY 11971-0959 James Dinizio, Jr. Office Location: Michael A. Simon Town Annex/First Floor,North Fork Bank Leslie Kanes Weisman �Y�OUM� 54375 Main Road(at Youngs Avenue) 1 F Southold, NY 11971 http://southoldtown.northfork.net 20 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 •Fax(631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF MAY 11,2006 ZB File No.5864—JOSEPH MONACO,JR. and DORIS MONACO Property Location: 1300 Park Avenue,Southold CTM 56-1-2.7 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. BASIS OF APPLICATION: Zoning Code Section 100-33, based on the Building Inspector's February 23, 2006 Notice of Disapproval which states that, The "as built"accessory in-ground pond, situated on this 41,090 square foot corner/oy is not permitted pursuant to Section 100-33, which states: `7n the A-C District 8 Low Density Residential District, accessory buildings B structures or other accessory uses to be located in a rear yard,..." The application concerns a 'fish pond' (lily pond) built in the ground along side of the owner's existing deck and separate(detached)from the house. CODE PROVISION: The definition of swimming pool in the Zoning Code reads: "A structure containing an artificial body of water which is greater than six (6) feet long or wide and greater than eighteen (18) inches in depth at any point. Natural or man-made ponds all banks of which have a slope of less than forty-five degrees (45°)shall not be included in this definition." FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on April 27,2006,at which time written and oral evidence were presented. Based upon all testimony,documentation, personal inspection of the property,and other evidence,the Zoning Board finds the following facts to be true and relevant: The Board, on its own motion, determines that, pursuant to Section 100-33, a fish pond or lily pond is not a structure which must be located in a required yard. Also, since the pond is not for habitable use or occupancy, but rather is for the enjoyment of maintaining a fish pond with plantings and landscaping. Therefore, a fish pond is not subject to the zoning ordinance pertaining to structures. This ruling does not change any Building Department requirement for proper fencing with self-closing gates that pertain to fish or lily ponds or other man- made depressions capable of holding 18"or more of water. BOARD RESOLUTION: Now, therefore, under the authority given by New York Town Law, Section 267, motion was offered by Member Goehringer,seconded by Member Weisman,to Reverse the February 23, 2006 decision of the Building Inspector which requires the in-ground fish pond to be located in a rear yard. Vote of the Board: Ayes: Members Goehringer, Dinizio, Simon, and Weisman. Chairwoman Oliva was absent.) This Resolution was duly adopted(4.0). Ruth D.Oliva 6/(of /06 Approved for Filing t 3 c 7` / �o�aOF SOUryO� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGHPLBG- [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION �Q MARKSu/ � �-.L- i � J-u DATE INSPECTOR -' 307/ 77, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �- /-s- DATE sDATE 3 / f �� INSPECTOR �� 1/ 74-, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [=IN ATION FRAMING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:: GU ` DATE INSPECTOR \ I FIELD INSFE,CTION REPORT DATE COMMENTS bi FOUNDATION(1ST) - -------------------------------------- FOUNDATION(2ND -----------------------------------FOUNDATION(2ND) z y � O ROUGH FRAMING& y PLUMBING a RI -3/-0 - -aS �D INSULATION PER N.Y. STATE ENERGY CODE i r O !� AeeJ p FINAL zz ADDITIONAL COMMENTS d o0 Z " m "1 m - ' H d c '6' z x x e 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 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approve FAX: (631) 765-9502Jl�/� oSurvey www. northfork.net/Southold/ PERMIT NO. 0 s Checks --, — Septic Form / N.Y.S.D.E.C. Trustees /0 Examined 20 Contact: Approved !l7 Z -0 Mail to: Disapproved a/c 1 / L 6(p Phone: 765- 'l 6 Expiration ,20 mss Building Inspector (,C_L. 1 8 ZO(14 APPLICATION FOR BUILDING PERMIT ' Date&N66( IS, 200 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. o (t (Signature of applicant or name,if a corporation) (Mailing dddr ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premisIU wo OT4W F (As on ffie tax loll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. LI cation 00 of land�mt�i proposed work will be done: House Number II'' Street Hamlet County Tax Map No. 1000 Section S6-o l -Z. Block Lot4 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition i, Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units I Number of dwelling units on each floor / If garage, number of cars / 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear , Depth Height Number of Stories 8. Dimensions of entire new construction: Front (6 Rear--LL-i, Depth 2 6 Height Number of Stories ! 9. Size of lot: Front Rear ^r,epth 10. Date of Purchas 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? YES NO 13. Will lot be re-graded? YES NO—\eL4i11 excess fill be removed from premises? YES_NO 14. Names of Owner of remise l J(MUMU) 30u 1 Address J v0.Y1 f Lire .—Phone No. 765 41611, Name of Architect AddressPhone No Name of Contracto Addres (5 Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 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: C7(OF ` a�Y being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is a tk-o+oe'q , (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 befor me t s 20 C4- Notary Public Signature of Applicant ROB SCOTT,JR. NOTA PUBLIC,Site of NY. No. 25089,Suffolk Couniy Term Expires May 31,9 ^r� FEB I ` t'�s Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheck Software Version 3.6 Release la Data filename: Untitled.rck PROJECT TITLE: Monaco Residence, Southold N.Y. COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non-Electric WINDOW /WALL RATIO: 0.08 DATE: 02/06/05 PROJECT DESCRIPTION: 340 Sq Ft Addition COMPLIANCE: Passes Maximum UA= 148 Your Home UA= 148 0.0%Better Than Code(UA) Gross Glazing Area or Cavity Cont. or Door Perimeter B Valr ue B_V ue U-Facto LA Ceiling 1: Flat Ceiling or Scissor Truss 140 30.0 0.0 5 Ceiling 2: Cathedral Ceiling(no attic) 240 30.0 0.0 8 Wall 1: Wood Frame, 16" o.c. 850 15.0 3.3 50 Window 1: Vinyl Frame:Double Pane with Low-E 65 0.320 21 Door l: Solid 22 0.320 7 Floor 1: All-Wood Joist/Tmss:Over Unconditioned Space 340 30.0 0.0 11 Crawl 1: Solid Concrete or Masonry 148 0.0 0.3 46 Wall height: 4.0' Depth below grade: 3.0' Insulation depth: 4.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans, specifi and other calculations submitted with this permit application. The proposed systems have been design ork State Conservation Construction Code requirements. When a Registered Design Pro ign t ' cy are attesting that to the best of his/her knowledge, belief; and p ju t or ns are in compliance with this Code. B ' /Desi Date 2 L DS 9 0 p59� F � BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: l0 /abl/04 APPLICANT: - DATE SUBMITTED: la /x/04 SCTM#DISTRICT: 1,000, SECTION: 7( , BLOCK: '�1 , LOT: 0. :4- SUBDIVISION: � ADDRESS: P ,.(� Avg CITY: u o/ ZONING DISTRICT:,a_&CONFORMING?- 11 BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BPt�/C/0 Z-_<:�3o`I7, Fol BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: LATS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LATS FROM JAN.1997100-25.Merger.(A nonconforming at any time after 7/1*. REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. ACT. LOT COV. REQ. FRONT PROP. FRONT ..-- REQ SIDE ACT. SIDE REQ• REARJ PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: WATER FRONT? Xd DESCRIPTION: OOD ZONE: BULKHEAD? ISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH : YES or O, ED#): DTE:_/_/_ PERMIT#: TOWN SEPTIC RECEIPT: Y of"S PTIC CE FICATION: Y or N NEW YORK STATE DEC: exE-nEc 9nns YES or DTE: PERMIT#: SOUTHOLD TOWN TRU EES: YES o DTE: /_/_ PERMIT#: TOWN ZONING BOARD APPROVAL: YES DTE:_/_/_ PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o DTE _/_/ PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE YE or NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: #3 VSF FEE FEE F� 1. (-----SF)- (__SF)= SFX$ =$ +$ +$ _$ 2. ( ----SF)-( SF)= SFX$ =$ +$ +$ =$ 3. (- —SF)- ( SF)= SFX$ =$ +$ +$ =$ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 Wind Speed: 120MPH Seismic Design Category:B Weathering: Severe Frost Depth:36" Termite:M-H Decay: S-M Design Temp: 11 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:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE:Y/N DEAD:Y/N SNOW:Y/N SEISMIC:Y/N WIND:Y/N WINDOW Ab 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 4• 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 PACE ONE) SURVEY OF LOT 10 MAP OF LOT@ LONG POND ESTATES SECTION ONE FILE No. 8037 FILED DCCEMBER 27, 1983 SITUATED AT SOUTHOLD CA, Q M�`6T TOWN OF SOUTHOLD R V •, •'r' SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-56-01-2.7 LpTO SCALE 1"=40' MARCH 29, 2001 NOVEMBER 14 2001 FOUNDATION LOCATION CN s' JULY 1h, 2002 FINAL SURVEY \�( lR'p`F qpx - i i AREA = 41,090.42 sq. ft. 0.943 00. VO 1 � ', -.,� •t \ }, - N �+ � 1\ t Q. � R=25.00' 2002 H \ a i g LOT Wyk i n rn HOVSEGE e. •O 5 GPRP OIT ,1 Aik \ 2 WH + 9at } `-Z $ TNo D o C ^O y • N.Y.S. Lx. D. �,9..M: 7 I uMu�nol�D AUfluipx pt�ngnax llll�---- - 9 �ilff NEM (SfA1E N� 9E Land Surveyor CERTIFIED T0: 10 BE A" car. LAWYERS TITLE INSURANCE CORP. MbElm r6EeN 91rx1�Ar JOSEPH D. MONACO wE EDr m n ,. DORRIE MONACO - ixc 1 AOO,N'YMD �"° Surma - s"ktlhiewr+ - sin Plain - owwouchbn Dracut lrourioN. OF wtE iANiwc. PNONE (831)727-2090 Fax (871)727-1727. Q,S ORM LOUMU AT HALM ADDRESS VE N AN[ NEST O1 k0:DZ . 13W RDAN010: AVE" P.O. Bin 1931 RIJERHEAD, Raw Yak 11901 FmrMed, N. York 11901-4W AIR CxLPNLTONe IOMESLEIIIER LONG CREEK PRIVY z:a TRareD wood Lwaen �i —x.mrxce \ I= .20 .aal G g ,CTM S: W A•x w 1000 - 56 - 01 . 2.7 I � = 5NMI I I W As I e yl� IM{I I - a I I �► I I I I Nmxa I O LL 2 i I EXISTING RESIDENCE ANTHONY°1 _ .. E POI To REMAIN z aoN a. a�m�N e New oeenuw nN a.l. 9epO pgTj I PROPOSED ADDITION N !. - x �� 4 1 O wmxNL3eMm e W I EwNENL Iw TOTAL RASO a.P. SNIT. W MISTING LOT MM 41,020 e.1. lex N b sM..NNENws A COVERAGE •OVERAGE,Lor RLx NxN eovenAGe z0.0 x M W A xu Deex 2oaTs z.zMfz w%olwen —II M RI TR. .xuTeD wooD sm nNrw wsn' POST ;o:.phA." �aI;a>r"" SITE PLAN LIC....M Nmu DMId 3122 104 f T.P' Seale NTE G � � O N F4 2M.ETw.D,.I OOXATIMD DECK FRAMING PLAN ON TWEAOxTlTS-APALS MANinMD. SCSI.: NTS �] II MAI INSULATION �y 2,12 LeDOM WITH L n N j"PLTWOw sVnILOOn D,LLV.L.LaD eOLia 0 xI"D.C.O.C. 1%a Cw1n OECgNO _ -- - - - - �• 641 Q TrPIUL . "Mr -- MrARIxGPuie PROVIDE JOIST xaweRs e+n^G.e. I. — i,_ I' ��'� m O N^ 2.2% 2TRIATE.G.ROEnwwx f' W UMerea DALV.THROUGH MOLT. LL noumuLnu.. 2%u TR,ATIADeON JomM®u•1: AT u..PONT. MM......... FFD 14 z x,O FLOOR JOISTS 0 u^OZ.. V A.,D KRAFT PACED OTT J x e T11BATeO POST ON INSULATION SAM ANCHOR. 2.2%MTRunOPLATEOxmLLSUL. \CJ•` `$ D ��C'>�r t'.SI......112OTxnu MIL H.R V MOLTS AT A.'0A.WITH NOTE AND wuxFJle (AM..Ora}I IFDIA.DOxOnEle A' ;NPN PSI eoxeneTe roux.anox, PoonxD. Drawing; DECK SECTION DETAIL "A" 9 N° 02p59� P SCSI.. NTS OF S P 1 I fr r 71 r,., i, "i, - - r... �' .APp OV D'AS NO1ED' NEWYORK ST H ALL CODES OF, �. COMPLYWIASE,& TOWN �ODES r , AND CONDI GATE;' ! 8.P k AS REQ I T•r-,rJS'OF 1 ' _ ISOUTHOLDTOINI, NOTIFY BUILDING UEPARTME SOUTHOLnow�r,: INGKARD TABLE"168&1.4' r 'G65'i's02 11AM,TO 4PM FOR-T}IE ' LOTQWNTRUSTEES - - - WIMp'BgIINE DEBRIS PROTECTION FASTENING nRcxdTBcrux FOLLO''WINs.IN5PECTIONS; SC11S11KlLEhpR,WOQ'D 3i1RUCTURAL PANELS ' b o 11 I I 'TV FOFPdURED CbNCRETE , . =11 A NICMRNtfinches) aEG1STR96DARCUMCF �{ 3; IN N PA ala hnel 41140< 6 Feet SULATI9 /'1I'+/� AAS/+ ❑ =-.---'---T=-----�= 2 ' •,J 4t,FINAL - CONSTAII1C l0i ,141 ST r: OCCUPANCY OR „ man, Parol Panel Poml ED Aq BE.COMPLEIc QR,CO, .. „ 52 Fast "An ast s 6 Fast Span O P«t, �q0 /C ALL CONsrRUCip 6H L ME�1 THE USE IS UNLAWFUL I, RE(IUIREMt: S, FT k, DES®F'WEW' , , ,. . "t L �t7" 4id; iL la, r 4 IS Wood Y � S WIT . q 12 ARX' STATE Nor R�I�N, HOOT CERTIFICATE; ; 6 fe bE51GN OR C4)WSTRLICUI E 21060 ad i6 16 18 12 OF OCCUPAfVCY. For air I lilt a 25.0 mer. 1 Mol u 304.8 mm, 1 PnuM a 0.464 o• d! OhlPLDAMA(nEP PTR ALL _ - T -- ' imNa rhoura0A4 two. - �• k v H T _ - a, This table 1s based on a maximwn wind*Pdad(3-second oust)of 130 C• OF FC D, ENT �\ ':.MEET THE REQUIREMENT ;OF TH - ` N. 70 36' Sr E. T T � „ - �� moi'- � . � " J h ' , roof hMSht of 33 het or lu■. 6 1 mP and mean pposli g and,of the wood stroeeunl O �( SOUTHOLtl TOWN CODE, CODES OF NEW YO TAT 74420' h. Paafanste than M Inatelledat e r I P - \ -i panel >� it aS'00' „ e. Whey eerssa ars attedhml to masonry or masonry/stucco,they shall me L a 3�•W' I be atbm*"^utllWne vomttlon•rsslshnt anchors having a minimum ,j T" CERTIFICATION'OF i withdrawal capaeny Of 490 pounds, w NAILING & CONNECTIONS fill NDERWRITERSCERTIFICATf, BCTM *; TABLER301A � 1A r REQUIRED. REQUIRED II +'OQD „ $$ „ Or( „ �e7 MINIMUM UNIFORMLY DISTRUBUTED LIVE LOADS Mom, W I (In pounds per square foot) 49 i W 0 wIoa Fe E uvn LOAD 0d I I Exterior balconies 60 O 3 I I Deeks 40 C 4 Z I Passe or vehicle a • SO a B LOT COVERAGE Attics without*kora a ►,e, 10 0 0 4 I ' EXUTINO Attics th stomps b.• 20 O ElD6TINO REBI09NCE DRIVEWAY Dams o er an s e!P n rooma 40 N pat+ iI b'PORCH TO REMAIN 2,300 S,F. 0 .� EXISTING - Slee In rooms 30 d 03 NEW DECK AREA 126 S.F. GARAGE S Ira 40• 2 4 To 0 I Guardralls an handrail* d 200 d 1 I PROPOSED'ADDITION 320�S.F. t II _ ___ __ - Pacific 1 pound par ommn feet,0,0479 kWmm, lsquaro Inch a 646 mm! W$TINo i• $TONY 1 pound a 446 N RlaDENCE PIlOP066p, WOOD PECK . ' Eiaineo -------- MOD __________i a. ElevatW garage floors shag he capable of supporting a 2,000 pound load OPPU*d over a 20 square Inch am. �� I ,TOTAL 2rT46 S.F. - APWT1gR AT ORADE b. No slams With roof slope not over 3 units In 12 units. C. Individual stale tmadashall be designed for the uniformly distributed Iiw EXISTING LOT AREA 41"oeo E.F. landIncho,whichever crones the nater ctnssss. r � Mad era 34WPound concentrated bad acting over an rens o/4 square Iia PROPOSED LOT P asset COVERAGE 8 7 .yb A ;o - d. AAs the�mmmntmtM food applied In any direction at any point along A, PRH a. Attics eenOmcted With Wood truspa shall be designed In accordance i ALLOWABLE LOT 'o POND With section PA02.10.1. iI COVERAGE 20.0 16 I I /. les aaetlen R602JL.1 for stacks attached to exterior walls. �Ii,w I I "' it COMPLIANCE WITH RESIDENTIAL COODE OF NEW YORK STATE DATED JANUARY 1, 2003 IIr,II iI r „11 yCr Onund WIM seismic w.ete.mrm from T.rmrba assay Winter too Shield Flood 'r ' ,II - Z` �j 8 Wa (p►N) a Commonly Laos Darden UndaneYm.nt Random, 1 Tamp. Required I� II bnal 120 A soman. 3C Medarab silent• 1�F Y. R/♦ -Novy Mod.roH II 3. 70 38'ao" W. _ - - - 2Qi 11 COMPLIANCE W1200,3 CODE BY USING W,F.C:M. WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION USING PRESCRIPTIVE from a Sury red b DESIGN METHOD. USE',I" DIAMETER x 12" "J" BOLT @ 4'-0" O.C. into FOUNDATION WITH 4"x 4"x 1/2" Nota. This eke plan was taken /) 1 II py prepared ys / B.P. PLATE OVER SILL PLATE. USE 1-1/4"x 20 GAGE $TRAPS @ EACH JOINT, SILL PLATE TO FIRST Joseph A. 49668,ted /U// FLOOR WALL STUDS, test FLOOR WALL STUDS TO 2nd FLOOR WALL STUDS, WALL STUDS AND TOP ' Licence,ill 49666 Dated 3 !29/01 ' fin\I PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2x6 COLLAR TIE IN UPPER THIRD SITE P LA I V OF ATTIC AT 16" O.C. ale n Q, j SCaIe �„ _ a1Q' ASPHALT SHINGLES FOLLOW NAILING SCHEDULE 8905.2.6 MINIMUM 6 FASTENERS PER SHINGLE, 6 IN aj 30# BUILDING FELT, INSTALL PER R905.2.7 (ICE SHIELD REQUIRED FOR 1st 24"ABOVE START OF C INTERIOR WALL) N.Y.S., BUILDING CODE -TABLE R301.2 (2)WINDOWS TO MEET D.P. RATING OF 40 N MINIMUM . in QENERAL NOTES U rOF 4. imsiwars In this P Faisal covers the construction Ill new 22' s 23'-4" - 25ta ry AqY Nto n, 15. Silas shall be ea in mV i" FOLLfIW'LAI RINL# SO"IL�MSTER MATERIAL Y ;9QUAREFDOTAP-PLIE,S� TO THE _ infbll,secordsneeWiththOplansA `SpgsMlcetlgnelnthseacontractDocuments. indicated on drawingr: dimensions are nomfnsl, actual sires shall EIO't4 BEN „G ELArE-S$'S d 'F A , j GW,'GP; S,W ,.SP, S,C, GM , GC , 2. The Intent Of this specification 'le forrthawurk.to be to ill peeled and rinfahed In all respects, conform to the American Lamber Standards, latest published edition. All lumber shall be f R+ T.IFY T'Fi'^E''ItFR'C'.WI'9`E"CT, if $ITE C6,N-aIT,IONS VARY, D' CONDITIONS . -' g aliteaor, mar'arf p kiln -dr to 1S percent maximum moisture content and be finished four S4S OI$, aqui,P' hon6reats, cpnalrSction equip'm ant and machinery, IS. AN Pram in work shells 7 V] ur FROM AB `UME witar,,thealutiliti•s,'trsutoortstion, etld other facilities and asry ices sexes ,ty fo r.the a performed by oAparienced toad nam en. Blocking shall be True, Q prop's as,xea otlen of the work A'.,aA lied for enQ,ha drawla0 s, spscltUd hs"i or as may b , plumb an.l anchored as required and to accordance wlih ih ace Speciflcatle ns and good as 4t T. /,14L'- F:4, c ?TiN,O'>I"r0, REST O,N Y'iRCrIN 'SQI,L AND BEA MINIMUM OF 3'-Cn BELLOW GRADE reaaone4lydnrsrna tsen' frum , construction pcsetBcas. Provide blocking . furring. Yackup, fire stops. etc. as anew 1� (' 'f d.' ' Alk fK•O:NS"TR.0 C.TiO N T4'7 C'O'NF d'R'M TQ ALL 'N'.V. STATE B, Td'WN B,IJIL GING CODES. T. TAta co ntre et includes all *Jim work necessary far the eo m.pietion or work. flee Co t e drawings, called for in the apeclfl talions or necessary for theproperpnon the � y n r clot Ilam , fixture, or trim th,elahall be constructed as appropriate for itedednu•e�Iation of any I t C. AL,L Cq'NR:',RE'TE' EH9AL`L BE A MIN'IMU'M 3,0.00 PSI 28 DAY $TRENDTH. sholl'verify 'elltitild condltiOns i damAnsiage,, covaorala with othertrades and complete 17, The Contractor shell be res nsible for 4.. AL F*A'M I" the work,In accordance With the b,eat'"ondard Oractice,s. pP Cannectlons of the new plumbing and heating „ ia N'S' L,79Mf31`EA TO •BEI D;O,U:G�LAS 'FIR .#2 NLE, S OTHERWISE, NOTED. , 4.. All dim Montano are mom last Andtyks 4-racaduecs''.avera�cals. systems, to the existing and shall provide a cum ill pw plumbing ay■ta $$ the construction as, shown on the drawings. The atom hell" g m to sired 4k I 6. '�!g(t 0'V,; D.E, Sd"L'10;-ALO CK1NG AT ALL J019T 1 RAFTER S�FFANS IN �EXC'ES;$ 'OF• 0'•0°. S. Allwood tram an strallh'avo at alfaweb'fA extreme Tibor stress aq uslto arpne4r 0 r r bll designed b e qualified than g11 civrel Desi Y D 'S. PR.OV1:NDE DOUBLE .{#';CK'STUG3 UNDER HEADER OF ALL SPANS OVER 4'•0' , MINIMUM �+ grade Dau'glestlr.;Fue1'45G p'bf'Fv--9S''PSI , gnu In accordance with the requirements ofthe New York State Building Code at the 111 C - 6. Airin ax Ii red wood framing al air in stall or anceed the ap eclTfaatie ns of the Contractors exponse. l„ kSABE'R' SIZE331 ALL BE (2j 2X-1'O,UNLESS ,OTHERW1$;E, NOTED. anufacturer, TioaiolstaaaMtilan prepprnYtd,equal. 16. The Contractor Id verify, coordinate and provide for all arch t c u i''. FtS`L,l •,('A„1'NSHIP.4 .OV,;E,RR L'1'E 'DTME'NSIONS, IMENSIO;N'3 dVERR1AR $OA�LING - Z• ' Tka,Isleytsittcilve publlastlon3 sTtN's nlltawing standar s and cedes as a ticah melariale to be ince crated I e t Fal and mechanical Q V d ep la, Poem rp In the re ofiny'reya tem . Ha shall provide meted woad Rule oilers 0 B.. 'WL L, BUILT UP 't71Rd'ER,$" TL'1 B@, C �"UEC L N(h'1LED.' AL ' LU616ER SHALL BE MADE a parr pi'thsaa sPesrcit;atMns the Same a$, fully heraM end i6aYl;aot relieve the es re aired and whirs Indicated on the drapin s . L Cas,trecto r of The rad o aafpility of tars-tt'hing ares lnatal4la-g;higker grstle malaria la end �I g -. F(�Q1Nr, : rr]�NTtt+I,UO US,L 15'NG T11$. ALL GIRDERS CO N6ITIN'G OF MORE,' w'o rk'm wash 1p'thad stern r�.gaCltla tl. 19. Theontre clot she"II he responsible Far the Installation of the expansion of the omitting !r 'R,L - heating system to serve the constructionlas Indicated by the plans and shall make ■II s ir(TbMIs�E-R'9 S'HAL'L OF BOLTED WITH " 'DIA, BOLTS AT 16'' D .C. 'STAGGERED TOP & A. Applicable Codes,or aFotmanpita�*iraCal'governing agencies. ,connections bo the sxialing HVAC System Ip a clasp resat manner. The Contractor shell ba ;S44T1Girf . B. UodNa4leosdFlrs LobarPlatotorlo senc. (0so fniPAd solely Reponalble for coordination of his [work with the work of other trades, especially �,' B: CRA1At=L 'SP C; SLAS TO BE 2a THICK CONCRETE' WITH FLOAT FINISH. .. -t. Bat onarw lRan Lesc`omeliticnc'. (OLh with regard to opaainge, roof penatreflons,�ciearanee above callings, and routing of ducts, A D. 'N National els ctr lc caps IM'Ii Ci Ipas at conduits. 1Q'. :11}i+ST,AL,(:., $'.Sr1L10.''FIR,E STOP FRAMING IN ALL BEARING PARTITIONS. -E.' Naw. nark StaieUnitorm .@nNdlpg,6Rs.alde'gliei't:ode 20. Yoke contnetorshelf he responsible or r B; Dnsbis aIt boomers s ItiCam Big JI ill 'joist epsnfnw • unless otherwise noted and rov.id - P f p ogld In g' , complete, working electrical syslsm to 11,;,' A'LL LIJI(IBE,R 'tl'H'ALL, B'.E,INSTALLED ONLY A ,T''ER M-dISTU-RE CONTENT REACHES sells Illockiag G all joist'fp'and in gxe,e.$* ofsi htrteat. p e serve the Construction as shown on the drawings, The electricals stem shall be designed AM(OIE,N;T,E'p,ULlEI',RIUM C011{ifT106JS,, THIS SHALL INCLUDE ALL JO'ISTIS,'STUDS, 9. garr,icadsg'shall os, pre*I'dsd a7sund• *'nraacav4ticdr and oyher hazardous a by a qualified designer end Installed In acCardonce with the New York Stale Electrical S. HEARF'RR, $",d IA,OE�$- toostruatlon�eetl ]sell as,,gVafbteln ed and 'f111h18.d In ed cereance with' Ua arm ate during Codn a,nd all to cal ordiq:nces at the Contra Gro rs temperate. Ail wiriuyy , s splices, conduit and RA FtI•ER " tt 5 the workmanship shall be in deco roan ce with tba National Electrical Ceda. the requirements of 1r2„ ' Ij+ S"tAL1, R�t,.QF" RAFT;ER ,& �FL01OR JOIS�TTIE�DOWNS TO TO.P PLATES IN ALL BEARING � � n,uNdiby E'nesapd lo�calrg�d'ultrm''snta... �, � she Natienel8 a -:IFA tTI#IQ'.NS: `' 1'D. sire at g, read a, sdfaoenl property solotle, tragi A, altar wa�rks to ;remain shall be protected , 2 T a g rd of Fire 0' derw fleas A The New York Stara Bull dlnp & Electrical Code. t ' IfIrMorrh,agtthe work lit Ct2grdism%:o,w,Jtb,11 Al,it fu fm S,talowldo Building Cade. 1 h Caniractor shall faro-n arira himseir with and varlf the Iacotlo'no of all electrical 1.3. ` pit ' FEL�T',I ,TYVEK TQ, GOrVER ALL EXTERIOR PLY�Y;00D SH''EATHiNCi . ti: CpaaArµNlpn d ;Demant ; gym<yt rial � ♦n n ad e-qurremehis with the Owner ripe to co str y .• n 14,@ g s, gat by this project Shall he iflepssed of In an P n action . The contractor shall verify the R, 14.' ALL NF'Odio 1 „S;E,AM"S ARID MICROLAMS S-HALL 'BE IN'STA'LLED AS 'P'ER ae,Captaaia m„sneer on a,nyftL,t£' uroois placement pf ,a11 anklets, switches and demiles as Indicated an the plans . The contractor 12; 'A it Ba'screta Wark' ah6p a�g�ata ren theca es PYe allliM epnlsigsn Ig ACI 3fg 'B'aUd'lo tad's *hall0118W for the installation of all rough-in electrical work prior flatahi MAPtUFAGT'UIfER,Si'@'CIFIG,ATIO'N'S. M g pin ■n interior �v Ragq)nmsa Yx For,R Alnia-rc'4d,C0 Pratg;'t walb or ce Nln 9s'. The ole attic dl service ice will include final connections to all mechanical 1'6. •1i E, ARG HITE'CT'S-H,AL.L NOT BE RESPO'N$1$L'E FOR CONSTt.UCTIQN M'E'ANS OR 1p. Thr Cantrsetor shall promirse s'p ,-0lt eturai, Nsns.rr9c'fu reel 'and mit area aqui .meet. All.work skall 'be performed b rx erisn cad - 4 , c " , n*oe• weed Y P trades min 'licensed to practice in ' I;' 'T"}i1'D"tSB• Yf,a4'iag,� Ino;fudilll s', het not flm,trd tin; Wood, goof ,flg{rebs', ■il,miscsil4ne,a us trim g the tate of New Yoirk. t6. , Alt6'411ICTURALC;HAN'GEllTO 'THES.E,`PLANSSMA,LLSE' AP�PRQYE�''B,YTHE ftemm�a, need plates, gloss,ing,,bock:4p, tfoo�t, eh02.10 g ' anil eugdmd ;Psp'ars., L,umbar shall Nota' c apiormanFe ;w,lth tire- sroA,fe2 rates "air the "S,od'tbsrs pigs Inep'sctlen Burman AA' lIfliftCTP�Ai0'R{ TO"C.ONSTRU:C'T[,iA,Ns ANY VIOLATIONS OFFTHIS RE'Q-U:IR,E'MENT � (fle e),ur, File Western- aroo,Y',;,P,rusio,at$ Aa q�sfatian�, (WWP,A)• 'Ffamin6 lumber shall be NULL Vtfi© ALL ARCHITECTURAL C'ERTIFIC'ATIONS PROVfDEO"HE`REdN„ 9TsdeNp, z,t5aathorfn Yellow #tee t4r;upxh vAarlr'g Orth-non-saaring, Cun4'tfeenop. L " L4. PdyAi o�otl",sh;aq coalafpt 19 th4j ;g.rdd mar's{ss of the $"gtlw'aod Plyw oqd ten arra otlon and DF>StNIg19C 11 s,airialProduct gtendard Pa SPII : ., momsheet 0 1 at a • h 1 1 I' P , r I I 1 � AIR r JARCM Y I 70.1.1 . _ TECTUR D NO! i 1 vi MI DN+RAN/1�CPRAN HALL,HA,WN, "ft 9 MET CLEAR OPENING ^-- NNI�M-CLIFANDlENiNS'WIYM;'M"- 6wM`���.N�IMMT�^ ulo xrRb'trr:'sD- IIIIIIES IL RICNiER �'.. �$'�'� I'I vexr Tor or Roo.WITH Rloo■vex■an Roor vexn ro eooe. ---T= ;, gRAI.HIE7' D 1FYi. 1 ALLeR'IN Py1.b,''CON�QRMA11¢k1M1'TN Roewceluxo(q REGtSTERPD ARCkrI'ECf NR' IY,AA�IIET-��DN Etil { : �- - _ 1YDIARMI4A.0,Ut11QL DE RIRY 'Y'NIIR #D!D'RIOMf. A110�1A'CRC'C# N 7"RICfMOMiI/ k'1!gR TN!'RR INd'MLWTNDND: .17 OAFIGS $'_� T� RI*M, 11N 'E314 iTAIIIMlfy CNArrRaelNCN,E11)N.{1L�iAl6'MnItFfR - .0 e'oYPOUMuunoxwrcxvAroR■uwiRoxwuMnoe .. : - r AMD sLh;1i,W T'iIN:R 4 - ao.o0 1 nTr . AT A" INGEST/ANOVR THE I.R.nIM .6R WALL■oARD ' lEEMITTSO Y(IIiD IseADNC/S11 R.eINNT HA!�4R�ILl1/MAI-L,NOT EO 'iR _ T � lRb�lOTMplldl'. 11N IliiMRLE1KNN11'GRIN'dl?Ike STAMERSVAND TMEaMIMMOM6 E=MlIR+1'HOF a1.ao rarALR o.lnl. Gal ����SA.Rk . - I TNRiTART4IRLY' R" I' ' FM. . LCIYRIIIIi T tl#`SNDI-AND)il0ii ,1.'NQi''/E - AR!lROVINLID' E .. N AIR'M ONE NI O'ET NICMS/''. HANORAIIi ARrxALr Roorlxo-Ree SPECIFIC LRS TIyN# Il JF M OM' - ' ■ - Ixo roui DATroll INI�1 TUNE �N* "iE'B.$0'AND'71TYe M1 IOU TREAD 1. n „ x. !lNALL 71MD q 11�R'Mk` ll .IA1WR14 IR10b:i4.n YLSI[NGLD/Rb�A0,14�hMOLE WOOD MS WOOD oRILING RA M ogee xu ISGUITS.SEE Prs� Tux " ,HEADS OMpER �NNMiiI.,11NAV! yuMD[R(;1N'AUI IIIHDIAce AND-ANY sOFrITN"OTRCTEO ON THE ENOLO�D'114N''�1Pot IMCFI''OYMEIMMiMgOA.S0AT1D+; ' ' .. � { , O! � ` �0NO1tr/o".e"Irtp6ME4�A°"MI� 'R31f:4 NAIN 4f ili4lHNN,'AMIIHMYIA' MAWOMOM;NNIW1Teor $141Ne,.MMMAND$0INCHES, I'° E, _ - - - ,Ii, 4r o p.ve11I'ICAL -RlsrRCT�." �1EE11�ONILL,IT, THE;RORINo OF THE TRNAM SHALL BE PRDWDIW ON AT T F'.,. ' - - ,t;_.4 «. .,.. •!' .. ` KI NK NAN,i'EAILt SMALL EEICONTINUOM THE FULL LENGTH OF r ` •;'•, • r..,.. . • ..: rTWOALiAtyNl.aM. -4RAsraMR OIF X+ eTAARiMAPi,1�AX�l lIR.11t1 A III INEECTLY A[OVR THE TOP Rlf[S OF A FLI/NT'TO A I' _ t' t DIRRAER Y TIES 4O rRHINIR i TA F LtON1'' $NIM A E mOTw nEo an is"Zi. - �, 1 z a YRIx oN 1 z e rAseu ox a:R rRAMIxo. • LJ- PON►E/IRfAF1[rr' NAGE. H#NDRAII._ iHMLHAVEA O NOG'. 'FNAiH.4:lAJNCiDTN.r�lY'EILSNV'FHe W4t'#MD TH[RANORAIL. THE HAM*GRIP PORTION I wrnr xnrN edxrlxuouS vextlNa.rnlcu. 1181 r - - '4+CaxdSEra eoy�NoNOwDr6,TIFOII orrz 1r Or H RAIU SMALL NAtAE A;�IROU4DM.@Rpl,['.ROr70N'OF 1 -414"MINIMUM TO 4.ON'MAXIMUM. Is. T�h{N�eA�MnwWoe,olw_Iu■I•e ''rReRx Au � � . � }ROV�EDOI,'11ADIUi qF'!1[+' � r � iy 0! A �_ r,. vtxr■n Good. O IL71$:1 OUARp#'ARE'TO RR'. IMUI UM 'INC«IIE[H►,,NEIQIIT. OPEN i1tlRi OP:STAIRS M11T,N A TOTAL 018E OF rj., WALL _ 71 IxMR ■R'*TXSL W,tr INCXEIIT N'N ilF'INOAI 'FN/ _ .n o.R.rlLx F`I - moo JIL.OSR OEI EEU E/iLA11PI NA4L NAVE 4UAROf NOT,LEss THAN 34 Iv, J2 swim (`, I ,I • •. aF rse'z1E' - AMMEET " RRTIOY>f'C4K;FROM THE HOi1Hd OF THIS TMONS. ' (�' .Oa rvvRN-IxsTALLeo■EPOS.Rnxoowa RSAL17. ASINGLR ANO<MDN.7 [1100! L a a eA14 Ile n W"HANSONALLBOARD m aNaSanlO a1.0o 1Ra aTuoa Olr o.c.enTxrunlMUunox F9gI ALSIy111101OII.L NR�INSY NN!IIA6NTIOCM INCLUDINp;NAOR•tlNy. THE N W T _ .S ACITN REAL MOIFR .LtM.... E�•ItIN EI totoIMpRelR1111YEGAL Ujorf. ,TME 11R IND Dqp R 'T11At TM!AdTUA'RIOM OF 011[AkAkN WILL .a L■.rax �'( b • '' `- S T IRDER iNALL aE CL[ARLy ADDMLs IN ALL ROOMO.OVER L J 15.62 TOTAL(A) U. • .043 D_ - - Ay-AMOK ALMMD,ENALL 10 UWM AND 0 � 3 . _ INOTALLED IN AOCdIIOAN MIL SMITH TMm*MdV11110Na DlTN111 O�iDE AHD TNC 110 lliDLa rlRewAkMlkO_equllMENr pppggq d - L.- PROVISIONO,OF TNF}I O N' Z 'i Pin+CEN NIXON 1R'42rz 6- ' 0219,1.2 WALL�ANRI"gowlO F.INNMIE011OTNICW4INII TRIM?BOOII ONI'WINDOW FRAIINRS sNALL NAVE A PLAI4E.SPREAD •• � �,+ R 9 - •1r 'Caxc■■t■raoreM.riMpAL CLAeaIFICA'Y10X'dIP IIA Q - iHRA"0 TXAN 200" WALL AND CeiLiNd PINMtlta[HALL HAVE A SMOK&DEVELOMM INDEX '0 5� F}4 0 i. r' OF'NOT OREATDR'TIIAN 488: d C3 PMYID,LN■TAF JWRT NNNNM AT � . ' EACH rLooRJONr.-,aee'Ra1wuLE W O k322. 'A VAPOE.NETAROOI$NA4,aEINOTALI:ea ON THE WARM-INdNINTER AID!OF ALL INSUGTON.. :Flo UEOOM-TMIOYGN EanDn N 0 Q 1 IY7 0 - _ 61uRr(x►rLAn Nkv air'oeRrT■R w rRovM■N■w ar"NRie F 11r RIDx ft=&i CWMUNn"IMUTATM EN"ma- iSSA,TM A,BlNIMOM'OF,3 INCHES FROM REC90WOLIO,HTINO V T" a- M CAR■u■L■DLn Osroa 'ypOu■s1lPp SPACE A*qM"WMIKO PIXTUREe.lAN MdTGRa AXDATIIIIE MEATI►`kgdUCN1oD RkOH OR OYAl1ATDD'IN ACCORDANCE WITH THE d - --- -----_-T-- __-- owIIDR TED NN•TII[PIXT LMTIND. 'l1iNiRNEO LIDNTilIO`INDrALI[D INTHE eu1LdIND THERMAL I a■IINtW■rou am"OiL' CdINDIrIORs"-TIlSILA tM rwNw111I INVEIOlE SNA4''MRET7(NE AHO{IIREYNNNHMN _f'OF EEOT'AbH NND7.2. . EXISTING GARAGE IDAInt.2 CONCRErE,MArERAAt•F M$ED rG PRODUeiE OONORRTE,AHO T{ImNE'EHENIEOF MALL dOMPLY wires THE AlPLICAEM STAIN,DAMO LIeTED1N Atd 31101[IISrM C,1107« IIEINFOkCINO aT![L AND INaTALLATION r0 DE IN Ci_ FLOOR(■) I.S.FILM AND rINISxeD FLOOR ''� dONFOIIMAINClMI,4'N ACI 710. ANCI}Dlt[INLTS TO iR IROOMFO,RMANOC wlr'H ASTM'307. .x I' PLYWOOD RURFLOOR GLUED R SCREWED TO JOIST A q QOMPN 11Rt#rRENDTHI A.60DNN O es OATS. CONCRETE AT GMWL SPADE fOUNOATION" '�^ --'- 30.00 r■ATT IMuuTION WITH VA W■ARRIM TO WARM aloe . . - 26•(1 MINIMUM CONCRSiR SLAT/Y TOOE ATR EIITIUINlO M CONPOYIAl11NCE WITH 1.70 AIR MACE - ACII31 EXTIRIbRM�AW'AI�p R��O�HtO,T{TEPi .1! O.a,FILM ACI i1a. N4111MNL.LA,IL'IIh Ir1•IAMp,iLN,i11 B: 31.93 TOTAL(I) U.1M . .031 8403 CONCftM POOVW":AIIALL a dDrrokTRE;DN;UNOISrOR/eD NATURAL SOMIA. ALL EXTERIOR POOTINOs lIIALL RR}1�ACRD11,�'OLRAfr i°dl'MINIM REELOW G RADE., THE TOP SORPAC[OF I06TIMOS$HALL an LEVEL. d11AN0Ea INE}t!'1/A S AMOADJACRM'1'0,01-9*MU1RM[WM SHALL RUM CONPORMINNCE WITH RWE. (- L�I'"IFA 'I- /� �1)1���/0000(, It PARTIAL FI w/ E1i IA - �� R40s.1 CDNOIIETIkFOUND,11170N WALLA'NIULµ'/NCONOTRIIItrED A$MR PORTH IN",SECrrON R4D4 AND.601311. MOD FLOOR JOISTS.nee PRATING PLAN E KFILLtNALL�NOT/R PLAQeD AOAiMDT'rNRwAALLL'UtNTR TIER rINALLXAO OUrIICIEN7"ATRIbWTN ANO'NN'DIEN ANCNORCO r0 TNDFI,QOR A[QYe1 OR NII#STAN iINITICI[NTLY'DMCM TO FREVLNT OAMAOC aY THE/ACNlILL. ` N n 8406.1 FOUNDATION'OAMPROWMCI [ILOEM'.WHOR NOWM[D TO BE'WATRMRDOFMBY SECTION R4Wl&2, I'' Shale 4/4 = �I - 0 FOUNDATION WALLS WIA'P.RETA(N tAR�H ANIB''YIIOLGA[DDWLE'a►ADE LOCATED SELGW GRADE$NALL 1-a z a Twna run ON mL RUL a nwme wlau. DANPPROOIRIM,"OM TMR TOP OP TW POOTIko"ro TN$r11MHNO GRADR aY:'APlLYINO ONt OF THE LISTED p OAMPPMOFMO;OkWAYNRFRCIIFINQ MATERIALS LISTED IN SRCTION"L RAOT STREL COLUMN4 ALL. rAa•M SET Ga ff ED THaEADRD L ANCHOR MOLTS AT u"o.e.win S,WA.CO OF$TM CMUMNS$HALL it GIVEN A SHOP O AT OF RUST Onovi WVE P/UNr, Nura AND wAaxeM. Inn A-.4•F 1•ar aeAwxo run. EXCEPT PON 00"MNM OSAIOTAMT�ANY COAY[OSTEEL. APPROVED MANUFACTURED CONROSION AW rAwT COATED al'0[LCOLUMM,S VO'rN°IOP/tAWND'PLATE SHALL"RE EOLTED Ira THE ti1RDEm AMID THE SOTMM 4FITX ANY AELIUSTARLE TMkEADTN ON DEAMNO PLATREM[tMM IN THE CONCRETE SLAG. r-a,ore nl roxewte wuxDAnox rnueN aoxeRere cU1a arwea eLu . ' . _ � rex■RAxS oAMFReOnxO r.It•CONTINUOUS 3,000 hl MNCeETE F00WN0 A. 2 X $'STUDS 16" 0.4. - v NaMMI Va onm ORADR S owe n_ 6" RM79 BATT INSULATION NEW SIDING TO:MATCH EXISTING' ON'TYVEK ON '• PLYWOOD SURPLOOR 7/16" APA PLYWOOD b h Q •p ■ SHEAT NI G. N TYPICAL WALL SECTION o N 0 TYPICAL - BP" 3Cab: 3/4^ = V. Bi"ING'PL.ATE .. r 'NTD , • OI U To ut,Now OUIMIl1OOr, '* Y{1 ISO' ET S'"' IOW - NAILING SCHEDULE-MINIMUMS-AFAPAWF,M REFERENCE 1 Ex1oRiNg FICst Floor ENERGY CODE BUILDING STATEMENT (NOT INCLUDING UPLIFT A HOLD DOWN CONNECTIONS oto THE PROPOSED SANDINGER CAILULA INTHISDOTED WITH THIS THE BUILDING PLANS, �Ia o SPECIFICATIONS,AND OTHER OALCl1LATK7N6 SUBMITTED WITH THIe PERMIT APPLICATION. THE PROPOSED SYSTEMS DESCRIPTION-GALV.COMMON NAILS R NAILS NAIL SPACING I• ' HAVE BEEN DESIGNED TO MEETTHE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE REQUIREMENTS. V ROOF d CEILING: 8 ROOFING NAILS PER SHINGLE O FSI ALL NEW HVAC EQUIPMENT'AND TIE EXPANSION OF THE EXISTING BUILDING HVAC SYSTEM SHALL MEET THE MINIMUM ROOFING SHINGLES 8tl 8'O.0 EDGE, 12"O.C.FIELD REQUIREMENTS OFSECTTON EAB. STRUCTURAL SHEATHING-INTERIOR ZONE 8d O.C.B" EDGE,IT O.0 FIELD STRUCTURAL SHEATHING-4'PERIMETER ZNNE ad 6'OC EDGE 6'O.0 FIELD - AIR LEAKAGE:502,1.4 JOINTS,PENETRATIONS,AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE THAT ARE 120 mph - SHEATHING - 4'PERIMETER ZOIE 8d 1. B'O.C.EDGE S-O.C.FIELD i '1 O PLQIDR dOtiTll G,16 O.C. SOURCES OF NR'LEAAfAGV MUS:r BE SEALED SPECIFIED IN'502.1.4.2. RECESSED LIGHTS MUST BE TYPE IC RATED SHEATHING W FLUSH AND FLYING GABLES Bd 4'O.C.EDGE, 4'O.C.FIELD AND INSTALLED WI NO PENETRATIONS,S I R GA'SKETED TO PREVENT AIR LEAKAGE INTO THE UNCONDITIONED 120 mplh-H FLUSH AND FLYING GABLES 3-8d PER RAFTER I" v V . . SPACE. VAPORRET'Afil7M TO BE ON THE WARM4111-WINTER SIDE OF ALL NON-VENTED CEILINGS;WALLS N,FLOORS. RAFTER/TOP PLATE(toe n411eC) 3.,ad Q u PER JOIST A ,'�� KRAFT FACE BA•1.1• '.•. �- MATERIALS IDENTIPIGYITION:MOkTMkS,ANDrCWIPMMT MUST"EE IDENTIFIED 80 THAT COMPLIANCE CAN BE CEILING JOIST/PARALLEL RAFTER(lace nellld) 3-led EACH LAP IF C.J.NOT ON PLATE F• ' , L "'. DETERMIIJED AND MIJS'TiE IN$TALLEO IN ACCORDANCE WITH THE MANUFACCTURER'S INSTALLATION INSTRUCTIONS CEILING JOIST LAP AT PARTITION(face nelledl 3-led EACH LAP 11WRlYLl4T11iN RAEIE AND CODE. DUCT INSULATION TO CONFORM WITH SERTION 503'. HEATING AND CQOLING PIPING INSULATION TO COLLAR TIE TO RAFTER(face nailed) 2-10tl PER TIE 3-10d REO 9,4 720 mph Zone CONFORM TOSSRTi4N503 BLOCKING TO RAFTER(few need) 2-8d EACH END RIM(fule)TO RAFTER(end wood) 2-letl EACH END GYPSUM BOARD-CEILING etl Cod 7'O.C.EDGE,10"O.C.FIELD `!I 2 .1X,6 'TRElt7'�ED TLA'F,E CIN SI'LL SEAL. 1 • � WINDOWS ARE SHOWN AS ANDERSEN 400 SERIES TILT WASH WITH LOW E GLAZING. VERIFY ALL QUANTITIES,ROUGH WALL: L OPENINGS MULLIONS.,TEMPERED GLAW LOCATIONS BEFORE ORDERING WINDOWS A'DOORS AND BEFORE FRAMING GYPSUM BOARD-WALL ad cod 7'O.C.EDGE,10'D.C.FIELD ROUGH OPENING$. MINIMUMDtBTIGN PRESSURE RATING-DP30 FOR DOORS AND WINDOWS. STRUCTURAL SHEATHING- 8tl S"O.C.EDGE, 12"O.C.FIELD TOP PLATE TO TOP PLATE(fete INled) 2-Ietl PER FOOT �+xEE�c,69 Til l L AlICHOR *,�p,•q 'M���NE WIND BORNE DEBRIS REGION. AREAE WI,TAN HWRRICANE PRONE REGIONS WHERE THE BASIC WIND SPEED 18 EQUAL TOP PLATE AT INTERSECTIONS(few nailed) '4-16d JOINTS-EACH SIDE . : �BOLTlF AT 46" Q.`.Q W111* NUTS ApD'WASKIINS. ' DAMPRQOFING. YD Oit GREATER THAN lZO MILES'P):,R FNQUR. RSB1,2.1,21NTERNALPRESSURE. WINDOWS IN BUILDINGS LOCATION[ STUD TO STUD(few nailed) 2-led 24'O.C. •�F.• WIND BORNE.DEeN13 REGNOMS'SHACL HAVE 011�SSEO dIPENWGS PROTECTED FROM WINOSMNE DEBRIS OWED HEAOE;R TO HEADER(face nailed) 18tl � y��,. QREI4ING PROTECTION BNA),LMEE'TTHE'gEQUiREMENT3 OF TAE LARGE MISSILE TEST OF ASTM E 19%AND OF ASTM E TOP!BOTTOM PLATE TO STUD(end nailed) ted 18"0 C.ALONG EDGES TiTaltr}RWSf ErPR+ f - o L ' - PER STUD _ . '1, 1886 REFEREMCEDTIiEREIN�WObR;$TRUCTURAI.PANEL9 WITMAMWiMUM THICKNESS OF 7119INCH AND MAXIMUM TOP/BOTTOM PLATE TO STUD(Im wiled 2-file PERSTUD - - 9PAN'bF A FEET 3871IN. PERN,hYED FOR QPBIBNG PROTECTION IN ONE AND TWO STORY BUILDINGS. PANELS SHALL 130TTOIM PLATE TO FLOOR,JOIST/RIM, 2-led PER FOOT I-"; _ : BE PRECUT TO COVER',T(1E QLAZEO QPENINGS WIFH A'YTAOMMBNT FJARgWARE PROVIDED. ATTACHMENTS SHALL BE FLOORL I rY ., 'PROVIDED IN EWITW' ,NILE, I ' 6 `'*000,PSI'CONCRETE'FOUNDATION. A� T F30'I.8-'1.21QR SHALC•BE pE81GNED'TO RESIST THE COMPONENTS 9TRUCIYURALTd GSUBFLOOR-GLUED d ad B"O.C.EDGE,12"O.C, FIELD I CLgODINGLOADg Qfi7ER'MIFIEDINACGL7RDANCE WITH:THE PROVI$IONS'OFTHE CODE, JOIST 70 BILL/PIATE/GIRDER(too neBed) 4-ad PERJOIST 4r - - • " - " :' BRIDSIINGTQ,JOIST(pan■3ed) 2-8tl EACH END 2-�°'A6,SCRE,WS46^DIG,(T2"0.G;IP.PANEL,I$.OVER'S'il') - BLOCKBNG TO JOIST(tu MNd) 2-8tl EACH END „, - • - BLOCKING TO SILL OR TOP PLATE(aw nailed) 3-led EACH BLOCK' - ,; $HUTTERSSHALL BE AITCONFbtiMANCE WITH'AMERICAN PLYWOOD ASSOCIATIdNe DESIONYI-SHUTTERS FORWOOD LEDGEIR STRIP TOSEAM(Few nailed) 3,-16d EACH JOIST _ ! " �' • 'FRAf1tE BURPIN4{N. JOIST ON LEDGER TO DEAN It"need) - '3-8d • PERJOIST . FRAMED(OPENAL NO IiWYII b8A1BLA CTiWRG'dQ OT$'AND FRAMN4THER8TRIPED 3N'PLYWOp CHIN 22.32"- BANG JIOIBi TO SILgIPLATE(i0e�np8ed) 2-1fitl PER FOOT . IEi�. 1 - V I I I V . " Ll 'E 1 / 1 1 1 _ D HAY. CdNFORMANCE 3led PERJOIST EIraw P _ HANGERS_ � i-JOISTfS IF APPLICABLE.TO BE IN; [ - - - WITH MIANUFACTIIRERS INSTRUCTIONS, I SShI�RXie � 'e:a� Awl : ' , /NSDT 111 2 af ' F4, „ �. ... rr . .,- .. ,, n � .':, �✓,:F ' .,. ... 'ten a.... _ v ,r a, 1♦v rr' " .iNj kT,p(APG76D ' S f ,N�ALLIItiT10N 1rF ^AMM ►;. .`�'1- MOGW OF NcN EXISTING RESIDENCE � k 7I+�41o��Yt�Pltpiyk�'ti.b, TO REMAIN fa ���r�, �y M' �i�ao a , W — - — - t 1 � lEM}Mart, .: EXISTING - — - - Fish Fond W O � < _ s To Remain ga fig , ' P r a. �r IF F lAORa, �rrnyuuTwn.TM � — LIN*0 � Nnwn 71M]OD —y I� A - l'I 'Anna.. r Jo!T0tooMpM- _ - ,' -E7a1sTIN0 RR�MiNO Tp,RENWN ,R � tr*o c., t�r1 FRANCHp,ltARR - ypY� iLL C0LL11R M F SIM DOWN - E NN EOARD 'Wolf OR.TD':EIOIiTING sTUDp 8 '' r- _ ' IIII d e E! R. M�111N�"o11�Nfl1FERLA06 OLT601s"O.c. ,r„n,rnnn aa•lo.a ` - $ Rw2lnni p EAIlTINO DOOR TO R1l11TNIN T4 AKIN.. Q '. IIIfiRN:ANb RtlAIR AS'RE111/AIIED. - n :_ — _ A 9E.REMOVED. TRIM — -_�= r n 3 AS REQUIRED. Rw*Mavya�IgasTIND w_ r„Itov�rlo Mery - - - - '6I! ” FIRE RATED O1NN11P, IM WAk.LId'�b AND - '� ° ' n f 7 , - F '$l�"''C� �A' ,1a�,M�yMr�#,:.S�A1LE1�,$IIS'F�NO- 'ALIGN WITH EXISTING. ��'q' _ . ' �AMRrsnq o o �---- MISTINGTO �i `td MAT#IIN�'I (TAM "MIrr R^"^rya E' IIV LWtJ t �6 T6^O lul MONTI TO REMAIN �►"��,�tn�r�FL�ooD. II 4d 1H1�1I�1 IA1f 11E11�I�1,+IMA iN:1iElYu'Li. " f I ; �' � �i i[I F rR11FT @ 10"O.C. =4 FRAMING FLAN — -- Q 1 �• 3-sae lruDa w��uu leARINQ N .N ,117C1t: �AM1NN TOM.'�. °��F, DUNDATION311G1 THAT INIM'GF�NEwsdi= ird,1,N'.NIN'W1TNI�IblTIMG. - I lE�Oi Mblf QIROSR �� TO BE EWITH STUDS � "�•' TO MATCH 0IfENCLOSED D.C. lTYD! / V SO MI1T611Ote•Od. , EXISTING GARAGE I ADwDe (TA E,FilmS RATED Q.w.e. IN .A OARAOB. (TAPE,swAOKEI,.SAINT) AQj rT d � o -'' "' W1110 1[,RJ1*'1' FACED'RATT I rMNRW1:11TIQN 1'11}x. � e COIL*a.hd1aTR q9 YA O.O. .. � q Q A 1A"OiC. � � w�x!FD'L��R"■O"MM�A-ANb' TOIbTIMIO AIL4 i"L II#E IN4TN; E7pMIN4 GARAON FLQOR sLM �. . . . PARTIAL FIRST FLOOR PLAN EXISTING FOUNDATION TO R8INAIN Scale 1/4" m V • 0.. li , DEM n � 3*OO�Itill�'A5 bIN�T C6lYER :.µ I ! roz t t leWi n Sc 3I�4",of 0� 8041 ME r A 2 lhnntN 3of S I. t 71 I r E 1 I C € F r i ROOF OUTLOOK 1"NO'OARLES WHERE INDICATED: I ROOF RAFTERS TO"NO 0 RIDOE emu" Jain NAIL MOP'NONATHIN0 WITH 6 all NAILS 4`O.C. 4.6d COMMON NAILS IN EACH END TO 4141"I"**ABLE'END t01W INTO CEILING OF 1 -a^x 20 W.STRAP 16`O.C.OR , Q DIAPHRAGM. 2M COLLAR TIES IN UPPER 113 OF � � � +IF a', T✓ ROOF 016"O.C. BALLOON FLAME ALL GAELS ENO WALLS OR BLOCK/BIIIACE GAELS ENDS TO 10'INTO CEILING DIAPHRAGM. ROOF RAFTEIq TO WALL STUDS I� R CONNECT RAFTERS TO PLATES AND PLATES TO 4•Ed COMMON NAILS IN EACH END STUDS WHERE NOT ALIGMSD. OF 1 • x 20 Ox.STRAP 16"O.C.OR - USF RTIO OR SIMPSON LTLI6 W } NDOW I DOOR HEADER STRAP AT JACK STUD! NAILS PER MANUFACTURM 1'1 0 WI AT EACH JACK STUD USE 4•Ed COMMON �6 •1.1 NAILS IM MAX"END OF 1 x 20 Ga.STRAP flll L� ANY USP MP4F CIE SIMPSON STP4 PLATE AT '• 1 a* �I SILL TO BUD JOIST. STUDS TO BOX 111 0Q ., 4-Ed COMMON NAILS IN EACH END OF 1 -I"'x 20 Ga.STRAP 0 It"O.C• WRAP UNDER'BILL OR USE USP MP4F OR - - SIMPSON LtP4 PLATE 3E"O.C. O H 9" Eli`ANCHOR E LTSO4E"O.C.WITH x 3`SLOTTED SQUARE WASHERS USP161MPSON LBPS SIE#. . , ALL STRAPPINO TO SE "O°x LL ' OALVARIZED ASTM GRADE 23 MINIMUM.Typical o I TYPICAL UPLIFT CONNECTIONS � .�. - - 2x12 RAFTERS IG 16"O.C. 4•-0" IY•0" 4•-0` ROOF CONSTRUCTION: NEW ASPHALT ROOF SHINGLES. 6 NAILSIPER SHINGLE, S.S" a e• ASPHALT ROOFING INSTALLATION SHALL BE IN 16` CONFORMANCIE WITH MANUFACTURERS'INSTALLATION INSTRUCTIONS{ AND CODE WITH APPROVED UND@RLAYMEWT, FLASHINGS d ACC@SOIl1Es. S^ R=30 BATT • ROOF SHEATHIINGSHALL BE "APA RATED PLYWOOD. INSULATION, TYP. USE Sd NAILS AS PER NAILING SCHEDULE. CQNTINUOUS RIDGE WENT LINE iOF EXISTING RIDGE NEW SIDINGIOIMG�TO MATCH - a ^W EXISTING. TYPICAL 12 2x6 STUDS G 1S" O.C., Typ. I - WITH 6" R■ 21 R.F. BATT INSUILATION. 0 4 via - i 11 �I—CJI Top of PLATE Top of PLATE t� 2x6'COLLAR TIE 0 46" O.C. 3-2x12 GIRDER. SPIKED a GLUED vzo.w.B„ TYPICAL - ---� �� I I I I I `� I -- i 6 F 31 � I, I 2x10 CEILING JOISTi®18^ O.G. ALLII . 41 1 - L -- 3/4"PLYWOOD SURFLOOR Top of Subnoor 2x1O FLOOR JOISTS G 16 _ _D To Existing R®Bidenc GRAPE p of SUBFLOOR 4r RI BATT INSULATION ' 2" CONCRETE DUST COVER Tt►p of FOOTING '' M Similar Jwn , Ali Al CROSS SECTION "A A" � � QraW kI A 3 ' stale 1/4" M 10 - 0" uI I I ROOF CONSTRUCTION; RO Nn*r C* NEW ASPHALT ROOF.NF,S HIHGLENe QNAILiPER SHINGLE,ASPHALT ROOFING"INSTALLATION' SHACL,SE IN CQN„FORMAIICR,WITH . CODE AND WITH APPROWD,U D DEkL11YMRLAYM INSTRUCTIONS - ---- --- — MANUFACTURERS INSTALLATION ---- - — PLASHINGII NENT, CUE law W I i NEW SIDING TO MATCH EXISTING - - - - 1 - 4 �-"- 1 - - ��--- • - NOF NFA,, i©s -g L. - I I Fish Pond EAST ELEVATION Scale " - 1 - 0" PROVIDE NEW STEP FLASHING AT VALLEY NEW ROOF PITCH TO ALIGN WITH EXISTING RIDGE THIS LOCATION ROOF CONSTRUCTION: NEW ASPHALT ROOF SHINGLEW S NAILS PIER ! _"— - eTeMRS AN41 s LE, ASPHALT ROOFING INSTALLATION r - ANSeaf[N SHINE - - MANUFACTURERS SHALL BE IN FORMA CE WITH INSTRUCTIONS AND CODE I FLASHINGS AAC ESOR ES. UNDERLAYMENT, I I . rrr'' 1 �r _ 11 . , I + i 1 � . - - -- �! — IF �-I,��', ! � � CA j Lj _ Q I - -i 7"T,:mil"� _�= N „ n ,� NEW SIDING TO MATCH EXISTING •• I , ij , y I TLEM , EIR- -- — Fish Pond SOUTH ELEVATION iPHa2718 FLANGE HANGER G 'I S- O.C. Scale Drawing: A*4 ' ' Shoos 501 S