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HomeMy WebLinkAbout30771-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-32062 Date: 12/11/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 600 MAJORS POND PATH ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 26 Block 2 Lot 39.13 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 22, 2004 pursuant to which Building Permit No. 30771-Z dated NOVEMBER 15, 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 HELMARS & JOCELYN OZOLINS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 06-4601 11116106 PLUMBERS CERTIFICATION DATED 11/21/06 GARY STAHL ""L �( �64 t ori ed S' nature Rev. 1/81 Form No.6 TOWN OF SOUTHOLD to J "44 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-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of properly 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 to dwelling $25.00, Swimming pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. 8 g 6 New Construction: Old or Pre-existing Building: (check one) Location of Property: ( BO VIAAW_40'9.$ /J j) V_,CYAb C>RA G7_110 House No. A t Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section_ Z(P Block 2— Lot � r -- - Subdivision Filed Map. _ Lot: Permit No. Date of Permit /1 Applioant:�fz4_ Health Dept. Approval: � "� Undenvriters Approval: _ - Planning Board Approval: Request for: Temporary Certificate Final Certificate: V/ (check one) Fee Submitted: $ Applic nt ' ature ro���o6 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. 30771 Z Date NOVEMBER 15, 2004 Permission is hereby granted to : HELMARS & JOCELYN OZOLINS PO BOX 26 ORIENT,NY 11957 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 600 MAJORS POND PATH ORIENT County Tax Map No. 473889 Section 026 Block 0002 Lot No. 039 . 013 pursuant to application dated SEPTEMBER 22 , 2004 and approved by the Building Inspector to expire on MAY 15, 2006 . Fee $ 524 . 70 tho ized Signature ORIGINAL Rev. 5/8/02 N u /�U• 51 � i ) r� — S� •�. 064801 a �\ Fmt Meadow Avenue a: Municipality: Southold,Town Of (� st Meadow,NY 11554 , Office:(516)794-0400(631)396-7474 Inspector. 125 \ r Date: 0I. ) Email:info@elmtricalinspmton.com Mail To: 6;%Jr'eProperty Address:Aqueboque,NY H 931 East County Electric,Inc. William Oster/Bruce Oster Ozdins PO Box 2620 600 Majors Pond Road Orient, ELECTRICAL A I I I , CERTIFICATE 1I11� r.l t;>; i3 • • • I • I' • AREAS LISTED BELOW ARE APPROVED BY INSPECTION �i ma��fi • S No visual defects were found for the electrical inspection provided.No obvious unsatisfactory conditions were found in the mas Ea/�ir herein below only. C gFirst Floor.Foyer.Hall.Living RoomlGreat Room IliResidential Inspection 2 Car Attached Garage r � � �<D , Detectors, vn 9 ��1nrlFixtures4-Fluorescent 16-Incandescent i I- 11 Phase Sub Paneb20Ck1s117 Used* SS1�A 5XRoul �hs h 06122106 Final 11115106 INK,7P IV M �) . i iI c' J ` � ;N/Ip Not valid unless signed by an au"zed Ell Agent J /lllRichard M.Bivone Philip F.Gochring / President Chief Electrical Inspector h Y Y: ��F.hL'N Ali �'l:�y.✓„Y'� .'t a:h,.'� � Gaya �.✓'r v.''",'^^, ir✓ '.y"�MIRM'>:. '�WM�� �4<+.M1.. %UFFOJ/( e� S� co x Town Hall,53095 Main Road O �C Fax(631)765-9502 P.O..Box 1179 y�f/D� �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:—4Z l NOV OG Building Permit No. '8P 30-27 Owner: MULL 5 4-Wj Pzzx4A s (Please print) Plumber: ( L (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. i (P1 nbers ignature) Sworn to before me this Z day of NDVt*4�A , 20j9& Notary Public, County PENNY BEDELL Notary Public State of New York No.OlbE6099317 Ouatifrert to Suffolk County Commission Expires Sept.29, ?'L 30771 ho�*%f SO�T�o6 f®� , 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR OF SOUTyo`o f®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN CATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION l REMARKS: ESEs DATE L © INSPECTOR L t,41 © 77 �o��oFso�,yo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [VT ROUGH PLBG. [ ] FO DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 1 INSPECTOR /"' ?7 pf S 11..00 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FQUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION �EMARKS: DATE ` a �� INSPECTOR �,OF SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [,.,]'ROUGH PLBG. [ ] FO NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE 8 CHIMNEY [ ] FIRE SAFETY INSPECTION O _ REMARKS: L DATE (9 INSPECTOR Dominick Salvati 8s Son Architects Established in 1910 24 i November 10, 2005 To: Building Department Town of Southold Town Hall Annex P.O. Box 1170 Southold,NY 11971 Re: Ozolins Residence 600 Majors Pond Road Orient,NY Permit#BP30771 Dear Sirs, Site observation this date reveals that the foundation and foundation waterproofing conform to standard practices and the New York State Building Code. Sincerely, Anthony M. Salvati rlj Q� cc:WPG OF � 26 Court Street, Suite 1804, Brooklyn, NY 11201 (718) 855-4686 FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) . H a ------------------------------------ C FOUNDATION(2ND) -- - - }stn �1` z 7D ol-a - � o Al- IKev� 7V d- z ROUGH FRAMING& PLUMBING 6D,.6 7 p � INSULATION PER N.Y. _ "3 STATE ENERGY CODE FINAL ADDITIONAL COMMENTS rl d zo Z m � ro tl y -•L O x x e b H TOWN OF SOUTHOLD PROPERTY RECORD CARD —� OWNER STREET VILLAGE DIST. SUB. LOT -4e(wor5 f -- Pet-kf ACR. REMARKS — TYPE OF BLD. W. _,.. PROP. CLASS Y�, I zea LAND IMP. TOTAL DATE i s 1 �_woI* s1,� --A,v v f00 zoI $a n06 +.900 7Goo FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD WOODLAND DEPTHMEADOWLAND BULKHEAD HOUSE/LOT N1 a Sz TOTAL ls7�� ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■iiimii■■■■■■■■■■■■■■■■■■ r ` ■■■■{■■■■■i■_!M■■■■■■■■■■■■■■■ ■■■�■■■■■■■■11■■■■■ MINE X. ■■■■■■■■■■■■■■■■■■■■■■■■■■■ Woodstove Rooms 1st Floor ■■■■■■■■■■■■■■■■■■■■■■■■■■■ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST, BUILDING'DEPARTMENT Do you have or need the following,before applying? T,O`YN HALL hoard of Health SOIJTTHOLD,NY 11971 3 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 3 O _ Survey www.northfork.net/Southold/ PERMIT NO. Check Septic Form N.Y.S.D.E.C. J Tmsixs Examined l� ,20 r./ — Contact: Approved "20 X Mail to: Disapproved a/c i Expiration ,20 1 ' r APPLICATION FOR BUILDING PERMIT Data ?� ,209 ti- 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 an 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 atter the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app ant or name,if a corporation) P0l Bay. 26 Oritnt Nl Il4S7-00LL (Mailing address of appacano State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder DWQER, Name of owner of premises Nelrwars + SOcelt/n 0206#15 (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Boa Najorn pa„ ROn4 Ohc^ House Number Street Hamlet County Tax Map No. 1000 Section O 26.00 Block 07-00 Lot - '39 Subdivision Willow Tcrc.c fa,-% Filed Map No. Lot (Name) 2. State elisting use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy O t•c Fu wd IY R e s; e,c c , b. Intended use and occupancy O n c Iz-;fy Ar yi J tone< 3. Nature of work(check which applicable):New Building Addition I/ Alteration Repair Removal Demolition Other Work 4. Estimated Cost 483.000Fee (Description) (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 2- 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if my:Front '111 o k Rear 4 1,0° Depth q/16 l/16 rr Height 3s,o" Number of Stories 2 1/t Dimensions of same structure with alterations or additions: Front 6 .2 �" Rear 007 ra 4 Depth r3o'o11 Height 3Vo" Number of Stories 21/2 8. Dimensions of entirconstruction:Front 'IS-//01 j Rear y S'10 Depth 3 7 / 7 Height 2-S 1W new Number of Stories—?- 9. tories29. Size of lot:Front 3ye/12 f1 Rear 3801 O" Depth 2071 Z 1( 10.Date of Purchase—10 0/'7/2.000 Name of Former Owner Mont./ R. 0 o..S Ia SS 11.Zone or use district in which premises are situated b e i cn'f 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO >C, 13.Will lot be re-graded?YES_NO X Will excess fill be removed from premises?YES NO X 14.Names of Owner of premises o 'tj 5 A5 Address PO 061"t 01"'A Phone No. 631 S 2 3 -/191 NameofArchitect 1010 OAN 31oicA Address New %'t NY Phone No 211- 9L9-7?27 Name of Contractor Address 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 REQUME-D 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) kSS: CSO"/U�NTY OF�__) elm cf 3 F 070 t being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the O W e e C (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. Swom to before me thi day of !Se 11/1 `t/20GLI N Public Signaturec of plicant go"Pubic, OfNWVA Nn.01006095328,soft 1mn�Jb 2.21 BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: f /1/04 APPLICANT: (,Z� i?5� �� - DATE SUBMITTED:Va/04 SCTM#DISTRICT: 1,000, SECTION: BLOCK: o? ) LOT:, .1?SUBDIVISION: ADDRESS: may; ZONING DISTRICT: 104) CONFORMING? /%r/ BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N BPOW-7/12_-Z/C/0 Z-.W `INFO A 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.1997 100-25.Merger.(A nonconforming at any time after 7/1/8: REQ. LOT SIZE: ?Ok- ACT. LOT SIZE:( SREQ. LOT COV. �G ACT. LOT COV. ✓` REQ. FRONT_ 5-f- PROP. FRONT ./ Q SIDE e�'rL'�lgy* ACT. SIDE ✓' REQREAR PROP. REAR REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: E 31t A ITECVENGINEER:,:-:Er)it A WATER FRONT? 40"'0 DESCRIPTION: /" # FLOOD ZONE: BULKHEAD? ...� DISTANCE? APPROVALS REQUIRED SUFFOLK COUNTY HEALTH D _.YES o O D ft DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y oQPTIC CERTIFICATION: Y oq!5� _ NEW YORK STATE DEC: PRE-DEC9nn5 YES o DTE: /_/_ PERMIT#: SOUTHOLD TOWN TkJ� EES: YES 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 2): YES or NO NOTES: A",e e 3�✓ FEE STRUCTURE: FOUNDATION: -.2--n SF FIRST FLOOR' _ SF SECOND FLOOR: SF OTHER: SF INIT OTHER TOTAL TOTAL: _SF FEE FEE FEE 1. I SF)-( SF)= l�ASFX$ ' _$ +$ +$ _$ 2. ( SF)-( SF)= SFX$ =$ +$ +$ _$ 3. ( SF)- ( SF)= SFX$ =$ +$ +$ _$ FINAL TOTAL: $ 3_Z2 I NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load:45 ✓ Wind Speed: 120MPH ✓/ Seismic Design Category:B� Weathering: Severe—4Z Frost Depth:36" Termite:M-H Decay: S-M J Design Temp: 11�ce Shield Underlay:YES�ood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: ESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: HEADERS:Y/N AL UDS:Y/N GIRDERS: Y/N CEILING JOISTS:Y/N R JOISTS:Y/N ROOF RAFTERS:Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: /N LIVE:Y/N DEAD:Y/N S AV :Y/N SEISMIC:Y/N WIND:Y/N WINDOW AND DOOR SCHEDULE: 0or MISSLE TEST REQUIREMENTuf/N EGRESS 5.7 S.F •Y/N LIGHT 8 0. VENT 4°/ • /N NAILING/CONSTRUCTIO SCHEDULE: Y/N MEANS OF EGRESS: PLUMBING RISER DIAGRAM: Y/N / LOCATION OF FIRE PROTECTION EQUIPMENT: YAV TRUSS DESIGN: YIN CERTIFICATION: Y4 ENERG ./ TOTAL COMPLIENCE? Y/N(RETURN TO PAGE ONE) SURVEY OF LOT #2 MAP OF 'WILLOW TERRACE r-ARM5, INC° N FILED OCT. 4/ 1444 A5 # 4572 wE SITUATE: ORIENT TOM 5OUl14OLD s SUFFOLK COMM NY SURVEYED 06-23-99 FOUNDATION LOCATION 09-13-2000 FINAL 06-14-01 SUFFOLK COUNTY TAX n 1000 - 26 - 2 - 39.13 Lot #1 CERTIFIED TO: VAGANT Lot #4 Helmors E. Ozolins Land now or formerly of: VAGANT Jocelyn S. Ozolin5 Nancy R. Douglass Fidelify National Title Insuronce Company of New York W FNT 9972411 0 M S88021'50"E 270.00' 0 � S88021'50"E 110.00' o 0 - --- - -- - cz Lpt\OH F+•1 5i Lot #2 --- $ Lot #3 ig N C' 2s F+°I ------- ----- -------- ---- - ----------- ------ ------ 00 \O--I � o O o Y-, voj ' o U! Cls 7well �\�N N88°21'50"W 302.95' e. L^°f 2. .1 l y0re State Ea ,ROWe � NOTES: ■ MONUMENT S ,..e •°° :ew ::: 0 PIPE "° '` `: Land now or Formerly o6 AREA = 6"1,495 SF OR 1.55 ACRES Stuart Mager 8 ";^,,,,^°, ;;181 ^,,,,,,,,°; FEMA FLOOD ZONE X Gorcl Mager SEPTIC LOCATIONS PROVIDED BY CONTRACTOR JOHN OH1V�T C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO. 50202 5RAPKCG SGALE 1"= 50' RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.-TIGER\PROS\99-195 SCOPE OF WORK GN9 FURNISH AND SUPPLY ALL GN21 . PERFORM THE WORK IN ACCORDANCE JOB TITLE:OZOL PROJECT WILL EXTEND THE MATERIALS, LABOR, AND EQUIPMENT AS WITH THE HIGHEST STANDARDS AND INS RESIDENCE STRUCTURE BY 45'-10""TOWARDS THE REQUIRED TO PERFORM AND COMPLETE ESTABLISHED PRACTICES OF THE TRADE, ZO L I N S RESIDENCE ORIENT POINT EAST ENLARGING THE BASEMENT THE WORK INDICATED IN THE CONTRACT AND CONFORM TO ALL VILLAGE, STATE, NEW YORK FIRST FLOOR AND SECOND FLOORS. A DOCUMENTS AND DRAWINGS. AND FEDERAL AUTHORITIES HAVING NEW FOUNDATION, STUCTURAL AND JURISDICTION OVER THIS WORK. ORIENT POINT ' NEW YORK FRAMING SYSTEM WILL ACCOMODATE GN10. IT SHALL BE THE CONTRACTOR'S THESE CHANGES WHICH INCLUDE A RESPONSIBILITY TO ASCERTAIN ALL GN22. WORK SPECIFIED SHALL BE ARCHITECT: NEW OFFICE / STORAGE ROOM AND PREVAILING PROCEDURES INCLUDING: PERFORMED BY SUBCONTRACTORS WATER CLOSET AT THE SECOND STORAGE AND TOILET FACILITIES, REGULARLY ENGAGED IN THE SUPPLY AND D.I.D. ARCHITECTS FLOOR, GARAGE AND SUN ROOM AT PROTECTION OF EXISTING WORK TO INSTALLATION OF WORK REQUIRED BY THE FIRST FLOOR. GENERAL REMAIN, ACCESS TO WORK AREA, HOURS THESE SPECIFICATIONS. 729 WEST 186 STREET, SUITE 4J IMPROVEMENTS AT THE INTERIOR AND OF PERMITTED WORK, AVAILABILITY OF ;si1S L, ! NEW YORK N.Y. 10033 WATER POWER ALSO ALL OTHER GN23, IT IS THE INTENT THAT THE EXTERIOR E THE STRUCTURE, AND CONDITIONS AND RESTRICTIONS, FOR CONTRACT DOCUMENTS AND BID 4191=, YgI � .,;, TEL, 1-(212)-928-7927 OTHER ALTERATIONS AS DESCRIBED IN " i P iU s.y ' FAX1-(212)-740-1538 THE DRAWINGS. THE HEATING, THIS PARTICULAR LOCATION. SPECIFICATIONS INCLUDE ALL LABOR AND IDIICTIlli�U CT t " h la Q�� r + ^ ELECTRICAL AND PLUMBING SYSTEMS MATERIAL TO ACCOMPLISH A COMPLETE erg s i7 WILL BE ADAPTED TO MEET THE GN11 . THE GENERAL CONTRACTOR SHALL INSTALLATION. BIDDERS ARE REQUESTED TO REQUIREMENTS OF THE JOB. TAKE EVERY PRECAUTION TO PROTECT INCLUDE ANY INCIDENTAL WORK THAT THE EXISTING WORK TO REMAIN. IF MIGHT OCCUR DURING THE JOB. AFTER . k SHEET INDEX WORK TO REMAIN BECOMES DAMAGED SIGNING OF THE CONTRACT THERE WILL BE GENERAL NOTES DURING THE COURSE OF OPERATIONS, NO EXTRA CHARGES ALLOWED FOR ANY IT WILL BE REPAIRED TO THE OWNER'S LABOR OR MATERIAL NECESSARY TO f ^ r( i S ,T b h � " " " A-0-0 GENERAL NOTES,SCHEDULES, GNI . ALL WORK SHALL BE PERFORMED SATISFACTION, AT NO ADDITIONAL COST. COMPLETE THE WORK WHETHER EXACTLY ,`ILIufi � I" %1 r ': '" T ha 3 a-0-1 sIREPnNLaExISTFLooRPANs IN STRICT ACCORDANCE WITH THE RULES DESCRIBED IN THESE SPECIFICATIONS AND L`Y 00 O � v r r 1 � _ i � 21�`I�` A-1-0 PROPOSED PLANS . THE GENERAL CONTRACTOR SHALL DRAWINGS OR NOT. �'`� A-1-0 PROPOSED PLANS AND REGULATIONS OF THE SOUTH OLD GN12 BUILDING CODE AND THE NEW YORK OBTAIN ANY NTDALL PERMITS HE PERFORMANCE OF , ,�� uJ�u (F' U,, '' ExlsrwcANDPROPosSOELEvarlo s STATE CODES HAVING JURISDICTION ELECTRICAL NOTES I T. I� � ��� �ll�l [ ' .. ` a-2-1 RJILDINUbILCHONs OVER ANY PORTION OF THE WORK. THE WORK. THE ARCHITECT WILL FILE g ^ 11 ? a-3-o DETAILS THE NECESSARY DOCUMENTS WITH THE 1 . PROVIDE UPGRADED SERVICE PANEL DEPARTMENT OF BUILDINGS IN GN2. THE GENERAL CONTRACTOR AND PER NEW SYSTEM REQUIREMENT ALL SUBCONTRACTORS SHALL VISIT THE PREPARATION FOR PERMITTING. SITE AND VERIFY ALL DIMENSIONS AND THE EXISTING CONDITIONS COVERING OR GN13. THE GENERAL CONTRACTOR SHALL FOUNDATION NOTES AFFECTING THE WORK PRIOR TO MAKE THE NECESSARY ARRANGEMENTS CONSTRUCTION. ANY DISCREPANCIES OR TO UTILITIES AND SERVICES 1 . ALL FOOTINGS SHALL BE POURED CONCRETE AS SHOWN OMISSIONS WHICH WOULD INTERFERE TEMPORARILY DISCONNECTED WHILE AND ARE TO REST ON UNDISTURBED SOIL AT 3'-0" MINIMUM WITH THE SATISFACTORY COMPLETION OF PERFORMING THE WORK OR AS BELOW FINISHED GRADE. FOOTINGS ARE DESIGNED FOR A THE WORK DESCRIBED HEREIN SHALL BE REQUIRED, AND MAINTAINED FOR MINIMUM OF 2 TONS PER SQUARE FOOT BEARING. SHOULD REPORTED TO THE ARCHITECT. TEMPORARY USE. SOIL WITH BEARING OF LESSER CAPACITY BE ENCOUNTERED, THE ARCHITECT IS TO BE NOTIFIED BEFORE CONCRETE IS ZONING ANALYSIS GN3. BEFORE STARTING WORK, THE GN14. THE GENERAL CONTRACTOR SHALL POURED. ORIENTTOWN, SOUTHOLD CONTRACTOR SHALL MAKE A DO ALL CUTTING AND CHOPPING FOR SUFFOLK COUNTY, NY ZONING DISTRICT R480 LOT AREA 67,495 SF ALL SUBCONTRACTORS AND TRADES. 2 CONCRETE SHALL BE TRANSFER MIX STONE CONCRETE TAX#1000-26-2-39.3 PORTIONS OF THE STRUCTURE IN WHICH THOROUGH EXAMINATION THOSE WITH A STRENGTH OF AT LEAST 2,500 PSI AFTER 28 DAYS. L01T#2 -CORNER LOT DESCRIPTION REQUIRED ACTUAL H WORK IS TO BE PERFORMED, 3. NO STRUCTURAL MEMBER TO BE CUT FOR PLUMBING, CHECKING ALL THE ADJOINING OR GN15, THE GENERAL CONTRACTOR SHALL DUCTWORK, OR OTHER MECHANICAL WORK WITHOUT THE PRIOR LOT SIZE 80,000 SF 67,495 SF UNDERLYING LOCATIONS. REPORT TO THE PROVIDE PROPER SHORING AND BRACING APPROVAL OF THE ARCHITECT. ARCHITECT ANY AND ALL CONDITIONS FOR ALL REMAINING STRUCTURE PRIOR LOTWIDTH 175 FT 190 FT WHICH MAY INTERFERE WITH OR TO REMOVAL OF EXISTING STRUCTURE, 4. ALL SUBFLOORING TO BE 3/4", HAVE TONGUE-AND-GROOVE OTHERWISE AFFECT OR PREVENT THE EDGES, AND BE NAILED AND GLUED PER COMMON PRACTICE. LOT DEPTH 250 FT 380 FT PROPER EXECUTION AND COMPLETION OF GN16. THE GENERAL CONTRACTOR SHALL FRONTYARD 60 FT 2FRONT YARDS-85'-1/T' 6T-81/2" y THE WORK. DO NOT START THE WORK BE RESPONSIBLE FOR NECESSARY 5. ALL SILLS TO BE PRESERVATIVE TREATED OR z SIMILAR, INSTALLED ON 1 /2" INSULATING SILL SEAL. REAR YARD SFr 7T-4l' UNTIL SUCH CONDITIONS HAVE BEEN PATCHING AND REFINISHING OF THE EXAMINED AND A COURSE OF ACTION ADJACENT PROPERTIES AS REQUIRED SIDE YARD 20 FT 1791-4" MUTUALLY AGREED UPON. DUE TO CONTRACT WORK WITHIN THE 3882 SF APPROVED AS NOTED PROJECT SITE. ADDITIONAL CONSTRUCTION NOTES : MINIMUM LIVABLE FLOOR AREA/DWELLING UNIT 850 SF oma /� GN4. FAILURE TO NOTIFY THE ARCHITECT MAXIMUM LOT COVERAGE 20% 3.88% DATE: B.P A� OR THE OWNER OF UNSATISFACTORY GN17. THE GENERAL CONTRACTOR WILL 1 .ALL PORTIONS OF THE PROPOSED ADDITIONS SHALL COMPLY WITH THE BUILDING MAXIMUM BUILDING HEIGHT 35 FT FEE: ABY: CONDITIONS WILL BE CONSTRUED AS AN BE RESPONSIBLE FOR SCHEDULING ALL 10 NOTIFY BUILDING DEPARTMENT AT ACCEPTANCE OF THE CONDITIONS TO INSPECTIONS AS REQUIRED, INCLUDING: CODE OF NEW YORK STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE. 2112 MAXIMUM NUMBER OF STORIES 2 1/2 765-1802 SAM TO 4 PM FOR THE PROPERLY PERFORM THE REQUIRED (a) FOUNDATION FOLLOWING INSPECTIONS: WORK. 2.ALL PORTIONS OF THE PROPOSED STRUCTURE ARE DESIGNED TO COMPLY WITH 1. FOUNDATION - TWO REQUIRED (b) ROUGH FRAMING LOCAL GEOGRAPHIC AND CLIMACTIC CRITERIA AS STATED IN THE ADJOINING TABLE. PLUMBINGFOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING GN5. THE EXECUTION OF THE WORK (c) ROUGH ELECTRICAL ALL PLUMBING VY kSTE 3. INSULATION (C ) ROUGH PLUMBING EOES ED CONSTITUTES ACCEPTANCE OF THE TESTING TING BEFOREC VERING 4. FINAL - CONSTRUCTION MUST CONDITIONS. LATER CLAIMS WILL NOT (e) FINAL ELECTRICAL 3.ALL STRUCTURAL ELEMENTS ARE DESIGNED TO BE ADEQUATE FOR A GROUND SNOW BE COMPLETE FOR CO. CONSTITUTE RELIEF FROM THE (f) FINISH LOAD OF 45PSI, AND WIND SPEED OF 120 MPH. ALL CONSTRUCTION SHALL MEET THE q REQUIREMENTS OF THE CODES OF NEW GEOGRAPHIC AND CLIMATIC DESIGN CRITERIA YORK STATE. NOT RESPONSIBLE FOR REQUIREMENTS OF THE WORK, NOR WILL GN18. SURPLUS MATERIAL OF EVERY 4.FOOTINGS SHALL BE AT A MINIMUM OF 36" BELOW FINISH GRADE. GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHETLD FLOOD DESIGN OR CONSTRUCTION ERRORS. EXTRA COMPENSATION BE PAID BY THE OWNER. CHARACTER RESULTING FROM THE WORK SNOW SPEED DESING WEATHERING FROST TERMITE DECAY DESIGN UNDERLAYMENT HAZARD WHICH MAY BE LEFT OVER DURING THE 5.POURED CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 250OPSI AT 28 LOAD (MPH.) CATEGORY LINE TEMP. REQUIRED GN6. ALL WORK IS TO CONFORM WITH WORK AND AFTER THE WORK IS DAYS. DEPTH FLOOD ZONE A, COMPLETED SWALL BE HAULED AWAY 45 PSI. 120 C SEVERE 3B" MODERATE SLIGHT TO 11 -83 YES COMPLY WITH CHAPTER DRAWINGS AND SPECIFICATIONS OF THE ARCHITECT AND ENGINEER AND THE SITE LEFT ENTIRELY CLEAN 6.SILL PLATES SHALL BE OF PRESERVATIVE TREATED WOOD AND BE INSTALLED ABOVE TO HEAVY MODERATE FLOOD DAMAGE PREVENTION CONSULTANTS. AND UNOBSTRUCTED ON A REGULAR 160Z COPPER TERMITE SHIELD. SOUTHOLD TOWN CODE. BASIS, GN7. THE GENERAL CONTRACTOR IS TO 7.SHINGLE SIDING SHALL CONFORM TO ASTM D 3679 REQUIREMENTS AND BE GN19. EXECUTE THE WORK IN A MAINTAIN A COMPLETE AND UP TO DATE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING CODE OF THE OCCUPANCY OR RETAIN STORM WATER RUNOFF SET OF DRAWINGS ON THE JOB SITE AT CAREFUL AND ORDERLY MANNER WITH STATE OF NEW YORK AND MANUFACTURERS SPECIFICATIONSPURSUANTTO _ N45-IOC THE LEAST POSSIBLE DISTURBANCE TO USE IS UNLAWFUL ALL TIMES INCLUDING CONTRACT OF THE TO \{SFg9E;+e�yT DOCUMENTS AND SPECIFICATIONS. THE PUBLIC. 8.AN ICE SHIELD OF SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL V'P'_ HOUT CERTIFICATE Q��Dae sra rF UNDERWRITERSOERTIFI ATE EXTEND FROM THE EAVE'S EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL PANCY c" REQUIRED GN8. THE CONTRACT DOCUMENTS AND GN20. THE GENERAL CONTRACTOR IS OF � �C� _ C� DRAWINGS ARE NOT TO BE SCALED SOLELY RESPONSIBLE FOR PERIMETER. ALL CONSTRUCTIC SHALL P. ma 3 UNDER ANY CIRCUMSTANCES. FIELD CONSTRUCTION SAFETY AND SHALL HOLD MEET THE RETRUCTI TSAL THE �p`ref2 A3E°4�W APPROVALS BY THE ARCHITECT ARE THE OWNER, ARCHITECT, AND ASSIGNS ENERGY CONSERVATION NOTES : COMPLY WITH ALLCODEEETTH OFNEWYO KSTATE. REQUIRED FOR FINAL LOCATIONS OF HARMLESS FROM LITIGATION ARISING NEW YORK WITH AL CODE DES EXTERIOR AND INTERIOR PARTITION OUT OF THE CONTRACTORS FAILURE TO NEWYAS �IREDASTATE & TOND CONDITIONSOFCERTIFICATION OF WALLS, WALL OPENINGS, ELECTRICAL PROVIDE THE NECESSARY CONSTRUCTION I .ALL BUILDING ENVELOPE COMPONENTS SHALL COMPLY CHAPTER 6 OF THE ENERGY I NAILING & CONNECTIONS OUTLETS AND DEVICES INCLUDING LIGHT SAFETY MEANS AND METHODS. CONSERVATION CODE OF THE STATE OF NEW YORK. -' ._ SOUTHOLDTOWNZBA „ ( DRAWING TITLE: FIXTURES, MECHANICAL DEVICES AND -y -�.__, :LTHOLDTOWN PLANNING BOARD GENERAL NOTES EQUIPMENT, PLUMBING FIXTURES, AND 2.ALL GLAZING SHALL HAVE A MAXIMUM U FACTOR OF .40 � _ SCUTHOLDTOWNTRUSTEES DECORATIVE SURFACES AND MATERIALS. . NYS.DEC & SCHEDULES 3.CEILINGS SHALL BE PROVIDED WITH MIN. R-38 FIBERGLASS BATT INSULATION. DRAWN BY: DS CHECKED BY: I 4.EXTERIOR WALLS SHALL BE PROVIDED WITH MIN. R-18 FIBERGLASS BATT SCALE: AS NOTED INSULATION. PLUMBER CERTIFICATION HEATING NOTES ON LEAD CONTENT BEFORE DATE: 05/01/03 5.FLOORS SHALL BE PROVIDED WITH MIN. R-19 FIBERGLASS BATT INSULATION. CERTIFICATE OF OCCUPANCY SHEET # 1 . EXISTING HEATING SYSTEM SHALL BE EXTENDED SOLDER USED IN WA TER 6.BASEMENT WALLS SHALL BE PROVIDED WITH MIN. R-9 POLYSTYRENE RIGID INTO THE ADDITION WITH A SEPARATE ZONE CONTROL. SUPPLY SYSTEM CANNOT O 0 INSULATION. EXCEED 2/10 OF 1%LEAD. _ 380'-0" JOB TITLE: OZOLINS RESIDENCE ORIENT POINT NEW YORK EXISTING GRAVEL r -- - - -- - DRIVEWAY L _ _ _ _ _ - ARCHITECT: D.I .D. ARCHITECTS 729 WEST 186 STREET, SUITE 4J ❑ NEW YORK NY 10033 TEL' 1- 212 928-7927 CP CP r -- --/' w FAX: 1-(212)-740-1538 SUFFOLK COUNTY TAX # 1000 - 26 - 2 - 39. 13 r CUT PORTION OF WOOD r FENCE AND EXTEND GRAVEL / S ` / DRIVEWAY // T N - - -r - - - - - - - - - - - - - — - - - -L ( REQUIRED FRONT YARD SETBACK I EXISTING 22' STOREY \ FRAME BUILDING 8s-0112'' z - - - - - - - - - - - - - - - - - - - - - - - - - - - I EXISTING GRAVEL DRIVEWAY _ PROPOSED / 2 STOREY Q ADDITION EXISTING FENCE J U / a ❑ m o � / r I I ❑ O / I \ d• / WELL ROWE DRIVE p1 SITE PLAN 1 1/16" = 1'-0" 42'-0" 42'-g' 42'-0" 13 16'-°" '-0, 16'-0" 13' 0" \SIERED App;f, QWp �pPN SIp�C Fir • � 9 EXISTING BOILER 0 I p W/ t� N0 D2Dfi11 of rNE Sitl A1% MAIN ELECTRICAL PANEL o LIVING ROOM EXISITING DECK o OPEN TO BELOW q LOCATION a -v v NOTE: - BATH 1 UP BATH 2 NBA ED N SURVEY DATED Lil DINING AREA n DN 06-23-99 PREPARED BY JOHN C.EHLERS, UP TEEDN. o NYS. LICENSED SURVEYOR AND 0 UP CERTIFIED TO HELMARS E. OZOLINS 4 N AND JOCELYN S. OZOLINS ----------------------------------------------------------------- N M UNFINISHED BASEMENT FAMILY ROOM BEDROOM 1 BEDROOM 2 STORAGE CKITCHENu DRAWING TITLE: - RoOM SITE PLAN _______________ ROOM STUDY o e e EXISTING FLOOR PLANS 4'-9' 11'-10' DRAWN BY: DS CHECKED BY: (9- SCALE: AS NOTED DATE: 05/01/03 EXISTING BASEMENT PLAN EXISTING FIRST FLOOR PLAN EXISTING SECOND FLOOR PLAN SHEET# 0. A 0 - 1 JOB TITLE: OZOLINS RESIDENCE ORIENT POINT NEW YORK 81 2 ARCHITECT A2-0 A2-1 A2-1 D.I .D. ARCHITECTS 729 WEST 186 STREET, SUITE 4J NEW YORK N.Y. 10033 TEL 1-(212)-928-7927 FAX. 1-(212)-740-1538 22'-0 1/2" 6" 8" 12'9" 1111 6•-112" 22•-61/2" 6" 3' 0" T-0' B'-0" 2'-3" 11 F --------- ----------------------------------- 08 O9 I --____--_----- U TO BSMT MOUNT49-AFF N r------, (------------------ —( I o O3 FIXTURES N I I I I I I M owl K I h O CEILING MOUNTED) j FLOUR10 ESCENT I i i I LIGHT STRIP NR 11"TYP. TREA 3RISERS @65/8"t D os� SEW up UP INSTALL NEW HANDRAIL 06 \ 4"CONCRETE SLAB ON GRADE AT 36"ABOVE NOSING TO / \ Mc oN LEGEND 3-0. ao. MATCH EXISTING NEW GARAGE 1 v2" DN N EW WALLSq 4 31/2 T ABOVE DOOR � EXISTING W ALLS TO REMAIN 3-31/2" 4. 9. 3-611 — —� _ — ---_ 2 2'4" 6 SINGLE POLE SWITCH I I I ] 720V \ o ------ - -- \� w O THREEWAY SWITCH ----- --J / I o � o I I I F F zp-p 1/2" DUPLEX RECEPTACLE OUTLET Z Of IN L=---- ------ ------- ----- ----- J -- GFI 8-51/2a 8-- 4'-81/2" I _____ ______ ___________ _ 11 m I a I CEILING MOUNTED FIXTURE _ , r 3'-s" 12'-1 1/2'' T-1 1/2" 3'-6" ' " % FLOOR MOUNTED DIFFUSER N __-' I / F-- I I I I 16 17 -_- o NEW SMOKE DETECTOR L_ J I I 02 / — / N 0111"TYP TREAD ON SEPARATE CIRCUIT 1 4"OSTEELPIPE 1 I I 24 xlz` 01 \ POST I I 8'-" I " REINFORCED / I I CONCRETE FOOTING(TYP ) i p3 ELEVATION TAGS ALGNFLOORLE 4 II EXISTING KITCHEN � _� _ _ _ ` DRAWING NUMBER ALGN FLO( LEVE I 2 c Al 1 SHEET NUMBER F- i 3'-0"X3'-0"X12" I R / b, LU // NEW UNFINISHED BASEMENT CONCRETE FOOTING I 8"REINFORCED CONCRETE 'r / \ A2-1 2 3 4-44 RE BARS @ 12"EA WAY i i NEW SUN ROOM FOUNDATION WALL(TYP.) / 1 5 SECTION CUT a A3.0 I I a i/ {rj- 2 — DRAWING NUMBER m I I io N A4.0 SHEET NUMBER NEWSTR Ur ————————————— -----------i i i - Y 13 14 3RSERS@65/91 Z I I9 V p3 05 07� INSTALL NEW HANDRAIL 1 - ----------------------- L-----_ U I 0 v AT 3s"ABOVE NOSING To 02 NEW WINDOW qp W I I 04 06 08 N MATCH EXISTING A2-1 SEE SCHEDULE A2-0 _____J Oz NEW DOOR 4--9" 4--9' 4'-9" 4--9" 4'-9' SEE SCHEDULE A2-0 6" 6.. 6" 45'-10 26'_9" /�S EflEO�R� 45'_10" Qb oHOPN STp/c fn I ♦ v � fJHF Si PSE/ F xp ( lvJ PROPOSED FOUNDATION PLAN PROPOSED FIRST FLOOR PLAN DRAWING TITLE: FOUNDATION PLAN NOTES: NOTES: 1ST FLOOR PLAN 1. ALL ELECTRICAL FIXTURE LOCATIONS TO BE CONFIRMED WITH OWNER. 1. ALL ELECTRICAL FIXTURE LOCATIONS TO BE CONFIRMED WITH OWNER. DRAWN BY: DS CHECKED BY: W2 2. ALL LIGHT FIXTURES TO BE PROVIDED BY OWNER. COORDINATE 2. ALL LIGHT FIXTURES TO BE PROVIDED BY OWNER. COORDINATE SCALE: AS NOTED REQUIREMENTS REQUIREMENTS DATE: 05/01/03 SHEET # A 1 -0 JOB TITLE: OZOLINS RESIDENCE ORIENT POINT NEW YORK ARCHITECT: 1 2 A2-0 A2-1 A2-1 D.I .D. ARCHITECTS 729 WEST 186 STREET, SUITE 4J NEW YORK N.Y. 10033 TEL: 1-(212)-928-7927 29'-0'' FAX: 1-(212)-740-1538 51/2" 51/2" 51/2'' ASPHALT SH INGLE TO METALLEADER 5'-31/2" 10'-61/2" 5'-3 1/2" MATCH EXISTING METTAL GUTTER 3'-0" 30 �______ __--__� -----------------------------r__ N E I 2'-11" 499" \ i I I /- �? PITCH TOIDRAIN WATER SIN a I I CLOSET 1 I I _ q 5.8, I I II I I I I ° I ZMODIFIED LEGEND — — — NEW OFFICE -----DN FI BATH \�- -- -- — -- STORAGE ROOM , Y BITUM/IEN I NEW WALLS ROOFINGTHROUGHOUTS4IEM I I EXISTING WALLS TO REMAIN 5-0° eo 11 5'-3 /2„ 11 14 A� I I ' 10 SINGLE POLE SWITCH a \ yTHREEWAY SWITCH � DUPLEX RECEPTACLE OUTLET CEILING MOUNTED FIXTURE PITCH I WALL MOUNTED FIXTURE I I _� T_5" FM FLOOR MOUNTED DIFFUSER ROOF ABOVE I I SUN ROOM I \DIRAIN I o NEW SMOKE DETECTOR ON SEPARATE CIRCUIT I 2 ROOFING SYSTEM/MODIFIED N A2-1 THROUGHOUT I ELEVATION TAGS DRAWING NUMBER I Al 1 — SHEET NUMBER I -- SECTION CUT - -� �� DRAWING NUMBER -___-_- ________________ I I 1 I I A40 — SHEET NUMBER - L J L_________________J=moi PROVIDE LMETAL E DRAIN TO LEADER THROUGH SOFFIT 02 NEW WINDOW �- - - - - (TYP ) SEE SCHEDULE A2-0 02 NEW DOOR SEE SCHEDULE A2-0 A2-0 A2-1 \StE0.EU ARCHi 'NN SroC A v ♦ i� 1 0 N / PROPOSED SECOND FLOOR PLAN PROPOSED ROOF PLAN 0. NOTES: DRAWING TITLE: 2ND FLOOR PLAN 1 . ALL ELECTRICAL FIXTURE LOCATIONS TO BE CONFIRMED WITH (OWNER. 2. ALL LIGHT FIXTURES TO BE PROVIDED BY OWNER. COORDINATE ROOF PLAN REQUIREMENTS DRAWN BY: DS CHECKED BY: I SCALE: AS NOTED DATE: 05/01/03 SHEET# A 1 - 1 T-5 1/2" 1r-51/2" JOB TITLE: OZOLINS RESIDENCE (2)2"x12" FRAMED STAIR 4"m PIPE POST ORIENT POINT \\ OPENING DOWN NEW YORK ,1\ ARCHITECT: m D.I.D. ARCHITECTS x 729 WEST 186 STREET, SUITE 4J NEW YORK NY 10033 GALVANIZED STEEL TEL: 1-(212)-928-7927 FAX: 1-(212)-740-1538 JOIST HANGERS AT ALL LVL BEAM BEAM TO JOIST 2"X12"@ 16"O C 2"X12"@ 16"0 C FASTEN W/2-1/2"0 CONNECTIONS BOLTS @ 12"OC (TYP BEAM) 12-2 m w a (2) 1 3/4"X11 1/4" a 00 LVL BEAM o = FASTEN W/2-1/2"0 2"X12"@ 16"0 C z Eu BOLTS @12"OC 0 LL Tom I N � - ujZ w < 2"X12"@ 16"O.Cx io w ¢ LL 9 � O m Q QJ a � � ww W10X22 t 4"0 PIPE POST tt � DOWN o w � O K W O W O W O x O 0 io GALVANIZED STEEL JOIST w io z HANGERS AT ALL BEAM TO z JOIST CONNECTIONS 0 - D i l PROVIDE 2"X12" BRIDGING 0 ry z m X PERPENDICULAR TO JOIST Y z mz` " DIRECTION v> 0 e E N r 2 ROWS (TYP ALL BAYS) x PROVIDE 2"X12"BRIDGING m W DIRECTIONPERPENDICULAR TO JOIST w 2-2"X6" POST DOWN(TYP.))7 z \ 2 ROWS (TYP ALL BAYS) / OD 7 q w > N 0 oU co a Y x } (V <V PROVIDE SIMPSON H4 TIES (3)2"X12" HEADER BEAM FASTEN W/6 12d NAILS @ AT ALL STUD TO SILL CONECTIONS 12"O C (TYP ALL HEADERS) DEAD LOAD 60 PSF LIVE LOAD 45 PSF DEAD LOAD 15 PSF LIVE LOAD 30PSF TOTAL 105 PSF TOTAL 45PSF FIRST FLOOR FRAMING PLAN SECOND FLOOR / SUN ROOM ROOF FRAMING PLAN i i (� 2"X12" @ 16"O C w � w O �- \ < o _ a 0 U W U (V CD Q L w U N r 2"X12"RIDGE K "' N !V 2°X10"@16"'OC �S EREO Aq�H V! (7 w ¢ w 0 PROVIDE SIMPSON H2o ji v c7 = L HURRICANE TIE @ ALL RAFTER z - x @ [ TO TOP PLATE CONNECTIONS w @J W O 0205T O a io >a> Q N rKf 57 PiEo K zxlz^@ 1s"0 �," \ DRAWING TITLE: I L__m_ - —I"I I p L FRAMING PLANS DE SIMPSON H2 PROVDRAWN BY: DS CHECKED BY: I D 5 I HURRICANE TIE @ALL RAFTER TO TOP PLATE CONNECTIONS SCALE: AS NOTED DEAD LOAD 15 PSF DEAD LOAD 15 PSF DATE: 05/01/03 ROOF FRAMING PLAN LIVE LOAD 45PSF (SNOW) LIVE LOAD 45PSF (SNOW) SHEET # �� FLAT ROOF FRAMING PLAN TOTAL 60 PSF ( �, TOTAL 60 PSF 1!4" = 1'-0" 1/4" = 1'-0" A 1 -2 1 2 JOB TITLE: A21 A2-1 EXISTING NEW _ OZOLINS RESIDENCE rJ�lhl�� EXISTING NEW ORIENT POINT �I — T — IT .IlID.�III NEW YORK � IASPHALT SHINGLE ROOF PAINT ALL TRIM TO MATCH - - TO MATCH EXISTING EXISTING _ - j2NID P OF ROOF RAFTER - C ARCHITECT: L D.I.D. ARCHITECTS 729 WEST 186 STREET, SUITE 4JILING - NEWYORK N.Y. 10033 ' 1� II � TEL' 1-(212)-928-7927 � -- �� �� FAX' 1-(212)-740-1538 � i�lii - IL � �FLOOR _ _ �0 1ST FLOOR NEW STAIR WHITE CEDAR SHINGLE TO 3 RISERS @ 65/8"t PROPOSED SOUTH ELEVATION MATCH EXISTING INSTALL NEW HANDRAIL 1 2 C1 PROPOSED EAST ELEVATION MATCHEXISTINNsINGTG 2 1 NEW EXISTING A2-1 A2-1 - - T - - ��f.IIII�IIIII�IIl NEW WINDOW SEE SCHEDULE A2-0 ITOP OF ROOF RAFTER NEW DOOR SEE SCHEDULE A2-0 i� CEILING D L VII - _�� 2ND FLOOR 1 ---- -- � I CI I , 1ST FLOOR -- - r` - 4 NEW STAIR 3 RISERS @ 651 INSTALL NEW HANDRAIL 2 1 AT 36"ABOVE NOSING TO A2-1 A2-1 MATCH EXISTING PROPOSED NORTH ELEVATION -� PROPOSED WEST ELEVATION ALL WINDOWS TO BE ANDERSEN SERIES 400 FOR COASTAL APPLICATIONS WINDOW SCHEDULE DOOR SCHEDULE WINDOW WINDOW WINDOW ROUGH OPENINGFRAME NUMBER LOCATION TYPE DOORS DOOR DOOR WIDTH IT GLAZING MAT, FINISH MANUFACTURER# REMARKS NUMBER LOCATION SIZE 1 BASEMENT X 32 18 STND INSUL. WOOD PAINT TYPE WIDTH HEIGHT THICK MAT FINISH HARDWARE REMARKS 2 BASEMENT X 32 1H STND INSUL. WOOD PAINT 1 BASEMENT 35 80 1 3 4" METAL PAINT FIRE PROOF SELF CLOSING 3 SUN ROOM A 57 65 3/8 STND. INSUL W000 PAINT 400 CW255 PRAIRE STYLE GRILLE SUN Roots so eo 1 a/a' wocO PAwr FRENCH ODOR 4 SUN ROOM B 57 17 1/2 STND. INSUL WOOD PAINT FLEXIFRAME400 RECTANGLE PRAIRE SME GRILLE 3 SUN ROOM 60 ex B wood PAINT ANDERSEN 400 fwosobn 4 GMAGE 38 BO 1 3/4" METAL PAINT FIRE PROOF SELF CLOSING \S1ERE0 A C 5 SUN ROOM A 57 65 3/8 STND. INSUL WOOD PAINT 400 CW255 PRAIRE SME GRILLE 6 SUN ROOM B 57 17 1/2 STND. INSUL WOOD PAINT FLEXIFRAME400 RECTANGLE PRAIRE STYLE GRILLE 6 MUO RaOM 3b 80 1 3/4' wocD PAINT B 6 MUD ROOM 30 BO I }/q• W000 PAINT /Q4'VO<10NN Sr0iE,9/rfC� 7 SUN ROOM A 57 65 3/e STND, INSUL WOOD PAINT 400 CW255 -pp-RAIRE SME GRILLE k 8 SUN ROOM B 57 17 1/2 STND. INSUL. WOOD PAINT FLEXIFRAME40 RECTANGLE PRAIRE STYLE GRILLE 7 cARACE ss ss w000 PAINT 9 SUN ROOM A 57 65 3/8 STND. INSUL. WOOD PAINT 400 CW255 _FRA RE STYLE GRILLE 8 GARAGE sb 9b WOOD PAINT — 1 9 GARAGE 9fi 96 W000 PAINT 10 SUN ROOM B 57 17 1/2 STND. INSUL WOOD PAINT -F-EXIFRAME400 RECTANGLE PRAIRE STYLE GRILLE 02051 t? 11 SUN ROOM A 57 65 3/8 STND, INSUL WOOD PAINT 400 CW255PRAIRE SME GRILLE m 2 FL srnlR fio ao w000 PAINT ♦i Ha 12 SUN ROOM B 57 17 1/2 STND. INSUL. WOOD PAINT FLEXIFRAME400 RECTANGLE PRAIRIE STYLE GRILLE n OFFICE ab e0 w000 pmui FrNE STXSEo 13 SUN ROOM C 28 7/8 65 3/8 STND, INSUL WOOD PAINT 400 CW155 PRAIRE_STYLE GRILLE 12 OFFICE 28 00 WOOD pnINT 14 SUN ROOM D 28 7/8 17 1/2 STND INSUL. WOOD PAINT FLEXIFRAME400 RECTANGLE PRAIRE STYLE GRILLE a OFFICE 24 e0 WOOD PAINT 15 SUN ROOM E 60 17 1/2 STND. INSUL WOOD -FAINT FLEXIFRAME400 RECTANGLE PRAIRE STYLE GRILLE 14 OFFICE 48 B0 WOOD PAINT 16 SUN ROOM C 28 7/8 65 3/8 STND. INSUL WOOD PAINT 400 CW155 PRAIRE STYLE GRILLE DRAWING TITLE: 17 SUN ROOM D 28 7/8 17 1/2 STND. INSUL WOOD PAINT FLEXIFRAME400 RECTANGLE PRAIRE STYLE GRILLE 18 GARAGE 48 24 BY OWNER ELEVATIONS 19 GARAGE K 30 1/8 49 1/4 STND. INSUL WOOD PAINT 400 TW24310 20 GARAGE K 30 1/8 49 1/4 SING. INSUL WOOD PAINT 400 TW24310 21 GARAGE 48 24 RY OWNER 22 SUN ROOM 1 57 48 1/2 STND. INSUL WOOD PAINT 400 CW24 DRAWN BY: DS CHECKED BY: 23 SUN ROOM B 57 17 1/2 STND. INSUL WOOD PAINT FLEXIFRAME400 RECTANGLE SCALE: AS NOTED 24 OFFICE K 30 1/8 49 1/4 STND. INSUL WOOD PAINT 400 TW24310 25 OFFICE K 30 1/B 49 1/4 STND. INSUL WOOD PAINT 400 TW24310 DATE: 05/01/04 26 OFFICE L 30 1/8 25 7/8 SAID INSUL WOOD PAINT 400 DHT 24111 27 OFFICE K 30 1/8 49 1/4 STND. INSUL IA. 400 TW24310 SHEET# 28 OFFICE H 48 1/2 40 1/2 STND. INSUL 400 FR40 29 OFFICE B 57 17 1/2 STND. INSUL. FLEXIFRAME400 RECTANGLE O 30 STAIR B 57 17 1/2 STND. INSUL. FLEXIFRAME400 RECTANGLE 30 STAIR K 30 1/8 49 1/4 STND. INSUL 400 TW24310 JOB TITLE: OZOLINS RESIDENCE ORIENT POINT NEW YORK ARCHITECT: D.I.D. ARCHITECTS 729 WEST 186 STREET, SUITE 4,1 NEW YORK NY. 10033 TEL' 1-(212)-928-7927 FAX. 1-(212)-740-1538 2 A-3-0 TOP OF � ROOFRAFTER m I — OFF RIDGE BEAM 1 2"l CEILING q JOISTS @16"OC 1 4 CEILING I �� JPI 14 - L 2x12^ ROOF 2"X8"CEILING RAFTERS @ 16"O C JOISTS @ 16"O.C. I? o b m m CONTINUOUS L WOOD RAILING - _ I 1 _ I A3-0 1 N 2ND FLOOR m IlD III- I I� F III �I11 III " 110 Z 0 to 11 1ST FLOOR III la I m w I rJ 1 J BASEMENT I 1 NORTH-SOUTH SECTION n NORTH-SOUTH SECTION �tS1Eycyf s 02051 ZW o�rNF Si 1.1E p4 DRAWING TITLE: ELEVATIONS SECTIONS DRAWN BY: DS CHECKED BY: SCALE: AS NOTED DATE: 05/01/04 SHEET# A 2 - 1 JOB TITLE: OZOLINS RESIDENCE p — ORIENTPOINT NEW YORK ROOF SHINGLE TO MATCH EXISTING ARCHITECT: BLOCKING SIMPSON H2 HURRICANE TIE 16 DZ COPPER FLASHING D.I.7, . ARCHITECTS 729 WEST 186 STREET, SUITE 4J NEW YORK N.Y. 10033 \\,11 �d "I � �� I , I\,II� TEL: 1-(212)-928-7927 FAX 1-(212)-740-1538 F 15„* �I I x METAL ROOF EDGE MATCH EXIST SIMPSON H2 HURRICANE TIE OVERHANG METAL ROOF EDGE III ICE SHEILD UNDERLAYEMENT 24” 3/4" PLYWOOD SUBROOF (2) 13/4"X117/8"HEADER „( SPRUNG CROWN \�\ \ISA���A��A,�y ` I ��A, R38 BATT INSULATION ') 11/16"X45/8'' \\I '\ \ 0__ EXPOSED 2"X8"CEILING 2"X6"OUTRIGGER V� �I `l � �� �� � A� " V� ,� , ,I \i ,I ,� Vli1 l � JOISTS DECORATIVE TRIM AT GYP SOFBEAD BOARDFIT W/1"0 SOFFIT BOARD PENETRATION TYP ALL SOFO VENT @ 24"O.4 z EXPOSED JOISTS) GALV STEEL w SILICONE SEALANT AND JOIST HANGER BACKER ROD N = 1602. COPPER FLASHING HEADERS SEE FRAMING PLAN 0 2"X4"BLOCKING - - - 1/2"PLYWOOD ' 2"X6"CEDAR TRIM COORDINATE PAINT Z n COLOR W/OWNER z w a SUN ROOM T SILLICONE SEALANT AND D - BACKER ROD 0 a 1602 COPPER FLASHING Y 2"X4`BLOCKING � R19 BATT INSULATION (TYP AT EXTERIOR WALLS) 2"X6"CEDAR TRIM �� y / 5/8"GYP BOARD COORDINATE PAINT COLOR W/OWNER 5/8"GYP. BOARD FINISH FLOOR COORDINATE WITH OWNER 3/4"PLYWOOD SUBFLOOR R19 BATT INSULATION TYP AT LL I LL EXTERIOR WALLS p 3/4"PLYWOOD SHEATHING /4"PLYWOOD SU FLOOR OVAPOR BARRIER -�• I� �� �� AI �� � �� �� R19 BATT NSUATION '- OORDINATE FINISHLOORING W/OWNER WHITE CEDAR SHINGLE SIDING TO MATCH EXISTING2"X12" FLOOR JOIST—� (`�-,_� SIMPSON H4 \ \ 7\ �� I', �,\ I, �� \ I'\ I� li\ �� �\ HURRICANETIE \II\I�` I' �I\ I\ I\ 'I\ �'\ 'I` I\ I ,, ISI\ I\� I\ �\�� \ i _ W10X22 R38 BATT INSULATION 1 1/2"RIGID _ - - - - - - (2) 1 3/4"X11 7/8" INSULATION 1602 COPPER TERMITE HEADER VAPOR BARRIER SHEILD PROTECTIVE , 16OZ2"X8" PRESSURE COATING - TREATED SILL PLATE 4"CONCRETE SAB ON GRADE IT J� #4 REINFORCEMENT BARS @ X— _ 12"O C EA.WAY I - 1 - J it-A �I h til_ �I h7 1i_ '� II 1_ = mi )_ 10X10"X112"BASE PLATE i PROVIDE 4-112"0 ANCHOR BOLTS — _ �9CEA�N si sro F� w o _io y ij _� FILL POCKET SOLID WITH N.S. GROUT 4"0 PIPE POST (�iiT,f r_=i-�;� BASEMENT � w l� .- . �� CIO AFTER COLUMN INSTALLATIONJI L o 71 /]-�' i 11" )� -ii' I� -1 !�-� Jl II 3/4"N.S.LEVELING GROUT PROVIDE iIl"COMPRESSABLE s�o � � H �I I: 'I h it �I h !i ,/= 9" MEMBRANE ALL AROUND POCKET t S1Lv1 1I li Ili ,LSI - �-- 4"CONCRETE SLAB ON GRADE u�j)�-� [V `!- 24" IT IT %irr-i -' a rl-i 11 - ' i i _ - i� _ �- 16 MIL VAPOR BARRIER -fir �' X X - X X"_ X . X ' X X�—X i, _ _ — 5° ., X 6"COMPACTED CRUSHED °.o °o DRAWING TITLE: 4 ��I lili .i iry i •, r "�n -� ,�'- STONE "'A_ ,� o °°o°" i� - U, 245 CONTINUOUS °'o° °°o°o • ° DETAILS REINFORCEMENT BARS ° " o° o o°° o °o' °� (TYP ALL FOOTINGS) ° 3"COVER DRAWN BY DS CHECKED BY: I D SCALE: AS NOTED SUN ROOM WALL DETAIL COLUMN FOOTING DIETAIL DATE: 05/01/04 SHEET# A 3 -0 T-51/2' 6" 11'-5 1/2" JOB TITLE: OZOLINS RESIDENCE \V (2)2"X12" FRAMED STAIR 4"0 PIPE POST ORIENT POINT '\ OPENING DOWN NEW YORK ARCHITECT: \ o [ D.I .D. ARCHITECTS xi 729 WEST 186 STREET, SUITE 4J NEW YORK NY 10033 TEL 1-(212)-928-7927 _ GALVANIZED STEEL FAX. 1-(212)-740-1538 LVL BEAM BEAM 1&V2"p CONN TO J FASTEN W/ TIONS JOIST HANGERSAT ALL 2"X12" @ 16"O C 2"X12" @ 16"O C BOLTS @ 12"O C 12'2" m (TYP. BEAM) (2) 1 3/4"X1, 1/4„ o 0 LVL BEAM ~ _ - FASTEN W/2-10''O 2"X12"@ 16"O C p Lig ¢ BOLTS @12"OC, n. � rLL � ; JOm N G W ZW Q WQ —LLo ~ 2"X12"@16"0C _-XV to (V ° (n X U Z 1 / ° m ¢ W 16 X 22 1/ 4"0 PIPE POST J a DOWN 0 O 0 O_ x � W U X U O W O W O GALVANIZED STEEL JOIST U' Z HANGERS AT ALL BEAM TO o (a) ry _ G JOIST CONNECTIONS -i N PROVIDE 2"X12" BRIDGING m X PERPENDICULAR TO JOIST DIRECTION ZF 2 ROWS (TYP ALL BAYS) N N N PROVIDE 2"X12"BRIDGING w 2-2"X6" POST DOWN(TYP ) 1 w PERPENDICULAR TO JOIST ¢ DIRECTION Il cw7 2 ROWS(TYP ALL BAYS) 0 - � O 0 c X Y � IV ~ (3)2"X12" HEADER BEAM PROVIDE SIMPSON H4 TIES FASTEN W/612d NAILS @ AT ALL STUD TO SILL 12"O C, (TYP ALL HEADERS) CONECTIONS DEAD LOAD 60 PSF DEAD LOAD 15 PSF LIVE LOAD 45 PSF (LIVE LOAD 30PSF TOTAL 105 PSF TOTAL 45 PSF FIRST FLOOR FRAMING PLAN SECOND FLOOR / SUN ROOM ROOF FRAMING PLAN �S1EREo 1/4.. = 1•_0•' 1/4.. = 1•_0" *t'�o�oPN sro��9'`0 �� ix ��fBE STR1EQ5 I i G ;- �� 2'x12" @ 16"O C �y �� NOTE: - � - " w o _ DESIGN CONFORMS WITH: MINIMUM o0 U DESIGN LOADS FOR BUILDINGS AND x ° �1 OTHER STRUCTURES (ASCE-7) FOR - g _ o - U REGIONS WHERE BASIC WIND SPEEDS - o N EQUAL OR EXCEED 110 MPH. T ¢ X 2"X12" RIDGE ihi N J 2x10^ @ 16'O c SEE FASTENER SCHEDULE ON SHEET A 3-0 PROVIDE SIMPSON H2 - w ¢ HURRICANE TIE @ ALL RAFTER - O = ¢ TO TOP PLATE CONNECTIONS REVISION: - W x _ o W o o 1 10/20/04 CONSTRUCTION - oU / � � IN / DRAWING TITLE. -_ FRAMING PLANS DS BY PROVIDE SIMPSON H2 / 1,'-6" „ . SCA CHECKED SCALE:WN BY. AS NOTED I � 22�M HURRICANE TIE @ ALL RAFTER TO TOP PLATE CONNECTIONSDATE: 05/01/04 DEAD LOAD 15 PSF DEAD LOAD 15 PSF ) SHEET # LIVE LOAD 45PSF (SNOW) LIVE LOAD 45PSF (SNOW) _ ROOF FRAMING PLAN TOTAL 60 PSF FLAT ROOF FRAMING PLAN TOTAL 60 PSF ///��� JOB TITLE: OZOLINS RESIDENCE �u ��l� �- ORIENT POINT —� NEW YORK A- -0 �- -� ARCHITECT: TOP OF 1 D.I.D. ARCHITECTS ROOF RAFTER 729 WEST 186 STREET, SUITE 4J N NEW YORK NY 10033 - ____ TOP OF TEL: 1-(212)-928-7927 - RIDGE BEAM FAX 1-(212)-740-1538 C N 2"XT CEILING JOISTS91TOC. L. - _ CEILING - �_r; _ 2'X12 RO0 F2X8 CEILING NG �h I RAFTERS @ 16"O.C. JOISTS ® 16"O C � t �'-- � I m CONTINUOUS WOOD RAILING o I m Z-0 _ 2ND FLOOR A3-o I I I; � 1 4 t N jr r CD z � I- / �� / �� 0 O _ J W 1STFLOOR j i w / U W � r II f \ II r BASEMENT Ll II r l � „ - J NORTH-SOUTH SECTION NORTH-SOUTH SECTION 3"VENT THROUGH ROOF ROOF 1 1I/2"V 2"V —` LAV \StC'AEO ARCy�. 3"VENT *��o�OPN Stp�C9rF�rf THROUGH ROOF WC c 1 1/2"S o ROOF 2ND FLOOR % + 0405 '! ioFTNF Si NA% ISG - 3"S 1 112"V REVISION: LAV 1 10/20/04 CONSTRUCTION 1 1/2"S 1ST FLOOR DRAWING TITLE: SECTIONS SANITARY RISER DIAG. C I co DRAWN BY: DS CHECKED BY: SCALE. AS NOTED 4" SOIL LINE EXISTING HOUSE TRAP CONNECT TO EXISTING HOUSE DRAIN BASEMENT DATE: 05/01/04 SHEET # SANITARY RISER DIAGRAM /� n NTS (� 2 - 1 JOB TITLE: OZOLINS RESIDENCE ORIENT POINT NEW YORK Fastener Schedule For Structural Members ������ NUMBER AND TYPE SPACING OF DESCRIPTION OF BUILDING ELEMENTS OF FASTENER FASTENERS ROOF SHINGLE TO MATCH EXISTING ARCHITECT: JOIST TO SILL OR GIRDER, TOENAIL 3 -8cl BLOCKING SIMPSON H2 HURRICANE TIE SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL- I6d 1611O.C, D.I .D. ARCHITECTS TOP OR SOLE PLATE FO STUD, END NAIL 2-I6d l.� J 16 OZ COPPER FLASHING STUD TO SOLE PLATE,TOE NAIL 3 -8cl OR 2-15d — 729 WEST 186 STREET, SUITE 4J _ DOUBLE STUDS, FACE NAIL loci 24"0 C NEW YORK N.Y 10033 TEL 1-(212)-928-7927 -Y-v_yr _ DOUBLE TOP PLATES, FACE FAIL 1od 240C FAX 1-(212)-740-1638 SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 346d 'IB"OC. ( ��' ` � A DOUBLE TOP PLATES, MINIMUM 48"OFFSET OF END JOINTS, FACE NAIL 8-16d IN LIPPED AREA BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE,TOE NAIL 3-8d — _" RIM JOISTTO TOP PLATE,TOE NAIL 8d 6"O,C, t ) TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d BUILT-UP HEADER, TWO PIECES WITH 1/2"SPACER 16d 1 16"O C.ALONG EACH EDGE MATCH EXIST. SIMPSON H2 HURRICANE TIE CONTINUED HEADER, TWO PIECES 16d OVERHANG 16"O C ALONG EACH EDGE METAL ROOF EDGE CEILING JOISTS TO PLATE, 'IDE h1AIL 3-ed — MODIFIED BITUMEN ROOF 2 1 3/4"X11 7/8"HEADER (^y1 ( 1 CONTINUOUS HEADER TO STUD,TOE NAIL 4-8d — ICE SHEILD UNDERLAYEMENT 24" 3/4"PLYWOOD SUBROOF ihYj CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3 - 10d — _ CEILING JOISTTO PARALLEL RAFTERS,FACE NAIL 3 - 10d P NAIL 2 SPRU11/16'NG X 4 5/8" 1a\ il�\I I�\\I�,\II\(\II\rl\\I II�I�\I II\\II (II\III\ R38 BATT INSULATION "' RAFTER A RACE TO EACH SOTUD AND PLATE,FACE bIAIL 25TAPLESd SPRUNG CROWN I� EXPOSED Z'XB"CEILING 1 2 3 I II I� I \ \ I JOISTS 13/4" 2'XG'OUTRIGGER I J I \I I I \ BUILT-UP CORNER STUDS IOd 24"o c T .c- ��- 1�_- ��,�. �' vM1 �: DECORATIVE TRIM AT GYP 1"X6" BE BOARD BOARD PENETRATION (TYP ALL BUILT-UP GIRDERS AND BEAMS,2"LUMBER LAYERS EXPOSED JOISTS) NAIL EACH LAYER AS SOFFIT W/1"0 SOFFIT ry z FOLLOWS 32"O C AT TOP VENT @ 24"O.0 II GALV STEEL _ w IOd AND BOTTOM AND JOIST HANGER �� o_ STAGGERED TWO NAILS AT SILICONE SEALANT AND O BACKER ROD `_n s ENDS AND ATEACH SPLICE HEADERS SEE 16 OZ. COPPER FLASHING FRAMING PLAN ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS _ 9 TOE NAIL 4-loci 2"X4" BLOCKING p"I}rJ�y$ FACE NAIL 3-I6d - 1/2" PLYWOOD RAFTER I IES TO RAFTERS, FACE 3-8d 2"X6"CEDAR TRIM O COORDINATE PAINT WOOD STRUCTURAL PANELS,SUBFLOOR, AND WAU-SHEATHING TO 6-100 COMMON NAIL OR 12" COLOR W/OWNER w FRAMIEIG, a 6-8D DEFORMED HAIL O SUN ROOM s W000 STRUCTURAL PANELS, PLYWOOD ROOF SHEATHING TO FRAMING ed DEFORMED NAIL 6"O C FOR 48" DISTANCE C9 FROM RIDGES, EAVES AND ONE SEALANT AND o GABLE BACKER ROD 0 4"O C BACK GABLE APID WALL o FRAMING 16 OZ COPPER FLASHING ro ' 1 R19 BATT INSULATION 2"X4"BLOCKING I_,�) (TYP AT EXTERIOR WALLS) 5/8"GYPSUM WALL SHEATHING1 3/4"GALVANIZED ROOFING 4"AT EDGE;8' AT / ) 5/8"GYP BOARD NAIL, 8d COMMON NAIL, IN"IERMEDIATE SUPPORTS 2"X8"CEDAR TRIM —fes �l STAPLE GALVANIZED, 1 5/8" COORDINATE PAINT 1>i�l LOEIG, 1 5/8"SCREWS, TYPE W COLOR W/OWNER 5/8"GYP. BOARD FINISH FLOOR COORDINATE WITH OWNER OR S 3/4"PLYWOOD SUBFLOOR WOOD STRUCTURAL PANELS, COMBINATION SLIBLFOOR d n � 6d DEFORMED NAIL OR 8d 61 AT EDGE, 12'1 AT R19 BATT INSULATION TYP AT UhIDERLAYMENTTO FRAMING (3/4"AND LESS) COMMON NAIL INTERMEDIATE SUPPORTS ALL EXTERIOR WALLS O a -- NOTES O v p 3/4"PLYWOOD SU FLOOR �\ E 60231 OF THE RESIDENT,AL CODE OF NEW YORK 3/4" PLYWOOD SHEATHING � \ � � V ` \ �A ' V � ` �\ , R� R19 BATT 1. REFER TO TABL R ( ) ( O A \ I A I� I ( �� INSULATION FOR ADDITIONALINFORMALON (� SIMPSON H4 I � I A I� 2.SPECIFIC NOTES AND DEEATS SHALL TAKE PRECEDENCE OVER VAPOR BARRIER ) COORDINATE FINI H - \� I \ �I I `( \ \I ( HURRICANE RICANGTTE V A A 7 INFORMATION SHOWN IN THIS TABLE FLOORING W/OW ER I \ v �I J �I WHITE CEDAR SHINGLE �� ` d / I � k 2"X12" FLOOR JOIST SIDING TO MATCH EXISTING �� I I 1, 1� SIMPSONH4 � �`, �, �� �� ��� , \ II���� � W13X22 HURRICANETIE �(�(� AI�IF � � I� .� R38 BATT INSULATION 4 _ _��_1�_ _U__ _ 11/2"RIGID -, - 160ZCOPPER TERMITE _ HEADER INSULATION SHEILD VAPOR BARRIER PROTECTIVE ;� � , 16OZ 2"1 PRESSURE -� " TREATED SILL PLATE COATING 4"CONCRETE SLAB4�'\StapNO Sr gy�Jf�r\ ON GRADE c rT ,_ ��il X x. ( �( I #4 REINFORCEMENT BARS @ �,/I r J I 12'G C EA WAY _ �I azar 4 1( �` /Ui J(�''-�f IL 'I ) 1L�L,Tf T_ i�{ L II f 7 I hair �IHE St A4V'° . 10"X10"X112"BASE PLATE PROVIDE 4-112"d ANCHOR BOLTS - — 4"0PIPE POST z InL`l-i FILL POCKET SOLID WITH N.S.GROUT AFTER COLUMN INSTALLATION BASEMENT � � aT��IGr,�'�r � � � _ � REVISION: 314"N.S.LEVELING GROUT PROVIDE 1/2"coMPRESSABLE 1 10/20/04 CONSTRUCTION MEMBRANE ALL AROUND POCKET I ( 1 Ir it i Ut I ) F /, I J[ I �(Ji I( ETE SLAB ON GRADE"" - 4CONCRETE LI 'I �I 'DCI � I��FL1` ) - 1 JX X X�� X' X . X X —�X X X � _ 1 DRAWING TITLE. 'r� r r,, c —15 MIL VAPOR BARRIER n �, ( I� ��� REI "eOao" DETAILS ���L li h Til �f 6"COMPACTED CRUSHED 1 ( :(� - ° _ " a o STONE / �/ �= - a CONTINUOUSo° o o ° °o - - it Ll � I I� �� - �' •' REINFORCEMENT BARS Ii j rf �` - - •' ° - (TYP ALL FOOTINGS) '. - I 3"COVER IJ DRAWN BY: DS CHECKED BY: SCALE: AS NOTED DATE: 05101/04 DSUN ROOM WALL DETAIL GARAGE AND OFFICE WALL SECTION COLUMN FOOTING DETAIL SHEET# A 3-0