Loading...
HomeMy WebLinkAbout28147-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-29750 Date: 10/02/03 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 1132 BRIDGE LA CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 118 Block 1 Lot 18 .4 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 14, 2002 pursuant to which Building Permit No. 28147-Z dated MARCH 14, 2002 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 EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JOHN M & SARAH MILLER (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF BEAT TH APPROVAL N/A ELECTRICAL CERTIFICATE NO_ 1122991 09/26/03 PLUMBERS CERTIFICATION DATED N/A /U/ori d Si ature Rev. 1/81 C/ 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. 28147 Z Date MARCH 4 , 2002 Permission is hereby granted to: JOHN M & SARAH MILLER NASSAU POINT CUTCHOGUE,NY 11935 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 1132 BRIDGE LA CUTCHOGUE County Tax Map No. 473889 Section 118 Block 0001 Lot No. 018 . 004 pursuant to application dated MARCH 1, 2002 and approved by the Building Inspector. Fee $ 1, 275 . 30 t Aut orized Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD �Gr; l 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: L Accurate swvey of property showing all property lines, streets, building and anusual natural or topographic features. 2- A propci k completed application quid consenl to inspect signed by the applicant If a Certificate of Occupancy is denied, the 13uildinq Inspector shall state the reasons therefor ill citing to the applicant. C. Fees 1. Certificate of Occupancy- Neje dwelling, 525.00. Additions to dhrcllnw, $25.00, Alterations to dwelling 525.00, Swimming pool $25.0(1, Accessory building $25.00, Additions to accessory building$25.00, Busiocsscs $50.00. 2. Certificate of Occupancy on Pic-existing, Building- $100.00 3. Copy of Certificate of Occupancy - $.25 4. tlpdalcd C'erlilicatc d OCCupanc% - $50.00 5. 'frnrporan Ccrtiflr.rlc oCOccnpall y - Rc�idcnlial $1 i 00_ Conuucrcial $IS-00 Dal(" G , 03 New Construction: Old or PIC-CXIStIng, Building,: (check one) Location ofProperfN: 1ir_Aciev-o-vte, K)nL-$S2tk'7 iet-t, Housc•N—o. Strect hamlet Owner or Owners ofProperl}': yE7ti'b✓1 Q S0.��1.�'l Q Suffolk County Tax Map No 1000, Section g Block Lot S Subdivision Filed Map._ Lot: Perm tNo. g t} Date ofPermit._ Applicant: Jan CwlA Health Dept. Approval _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate _ Final Certificate: (check one) Fee Subm tted: $ A licant Signature eo a9 750 Town Ty11,69004 Main 14044 � Pam(610)766.1629 P. O. boa 1176 T010pfan0(6116)766.1002 SWhosd, N**Yak 11671 �� OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD cBaTIFICAT = ON I=t Building Permit No. a O�Z Owners Hy, It U. ' r(pl ase print) Plumbers Alxll�A print) JM�yi.f COG (piTaia pr nt) 2 oertity that the bolder used in tho water supply system contains less than 2/10 of It lead. (Plumbers S gnaturs) Sworn to before ma this 111� day of n4 OV A�-20 3 Notary Public, unty ROLYPJ C. HOGAN Notary Public,State of New York q No.4962579 Qualified in Suffolk County ��Commission Expires February 20, /1 n f7 j ftj-L3��rJ� P � PJr ���J���rJ�� �rPrPrJ�u�nrJnr � J�J� JJ� � r � r ��� � r �� uL ] rj3PC rL3LPLPLPE PL Pr oc 5 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY C5 5 40 FULTON STREET — NEW YORK, NY 10038 C5 CCERTIFIES THAT 5Upon 5 the application of upon premises owned by 5 55 5 G & S ELECTRICAL CONTR. JOHN MILLER 5 5 5 P.O. BOX 215 1132 BRIDGE LANE C5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 SLocated at 1132 BRIDGE LANE CUTCHOGUE, NY 11935 55 Application Number: 1122991 Certificate Number: 1122991 5 r5 Section: 118 Block: 01 Lot: 18.4 Building Permit: BDC: NS11 5 c Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 f5U' Basement,First Floor, Second Floor, Outside, 7 5 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was e5 found to be in compliance therewith on the 26th Day of September,2003. 5 5 Name OTTY Rate Rating Circuit Type 5 5 Alarm and Emergency Equipment 5 Sensor 2 0 Carbon Monoxide 5 5 5 Sensor 5 0 Smoke 5 Appliances and Accessories 5 5 Exhaust Fan 2 0 F.H.P. 5 5 Dish washer 1 0 1.2 KVO 5 5'13 Furnace 1 0 Oil 5 5 Air Conditioner 1 0 24.000 BTU Cfj 5 Air Conditioner 1 0 30.000 BTU Ij 5 5 Air Conditioner 1 0 42.000 BTU 5 Panels 5 5 1 100 is 5 5 wiring and Devices �5 5 Receptacle 52 0 General Purpose 5 5 rj Switch 69 0 General Purpose 5 Fixture 57 0 Incandescent 5 Fixture 1 0 Fluorescent seal 5 Are Fault Circuit Interrupter 3 0 15 amp 5 5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 [PrJ�rJ[J@J@PrJ[P[P[P[J cPrJrlrPrJrJrJrJ�P�PcPrPrJ�PrJ�rJr1�Pcfr�r�rJ�rJ�rJr?PrJ�rJ�rJ'UPPRRINMI0PrJ'rJ'rJLPrJ'rJ00 0'0 0 a rJ'rJ0gay05 I RI dJ-rJ�rJ�rJ�r3pLrU3 L3rL3jErJIPrJMffL3r3pLr1rJ1MI:11rJ�rJ�rJr 1:11:1rJ�cPrJ�rJ�rJ�r Pr:11 :1 �r�rJ�rJ�rJ�rPrJrJ�rJPC.I PrJ@PrJ�r1rJ�rJ�r1rJ�r1rJ�rJ�rJ�r1� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY rCj 40 FULTON STREET — NEW YORK, NY 10038 5 SCERTIFIES THAT 5 Upon the application of upon premises owned by 5 5 5 rj G & S ELECTRICAL CONTR. JOHN MILLER rj 5 P.O. BOX 215 1132 BRIDGE LANE 5 5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 5 Located at 1132 BRIDGE LANE CUTCHOGUE, NY 11935 55 5 Application Number: 1122991 Certificate Number: 1122991 5 5 Section: 118 Block: 01 Lot: 18,4 Building Permit: BDC: NS11 C5 5 Described as a Residential occupancy,wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,Fust Floor, Second Floor, Outside, 5 was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was 5 rj found to be in compliance therewith on the 26th Day of September,2003. 5 5 Name OTY Rate Rating Circuit Type 5 Paddle Fan 3 0 C5 fS� Lighting track 28 0 ft L� SDimmers 1 0 5 5 Receptacle 1 0 20 amp Laundry 5 5 Receptacle 1 0 30 amp Dryer 5 5 rj Receptacle 13 0 GFCI �5 Service 5 51 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb C5� 5 Meters: 1 S 5 5 5 5 seal C�S 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. OrPrJ�rJcJrJ�rJrJ�PrJrJrJrJ�rJrJrJrPrJrJrPrJrJrJ�rJrJ rJorJrJrJrJiJrJ�r�rJrJd!1P.1iPrJ�r12117] rfi-IC11111111 111199rJrJ999rJ=M0 I New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building -SUNY, Stony Brook, New York 11790-2356 Phone: (66 31) 444-0365 • FAX: (631) 444-0360 Website: www.dec.state.ny.us Erin M.Crotty Commi9sioner LETTER OF NON JURISDICTION-TIDAL WETLANDS John M. Miller February 26, 2002 1132 Bridge Lane Cutchogue, NY 11935 Re: Application #1-4738-02982/00001 Miller Property, 1132 Bridge Lane, Cutchogue, NY Dear Mr. Miller: Based on the information you have submitted, this Department has determined that: The property landward of the 16' elevation contour, as shown on the survey prepared by Joseph Ingegno dated December 28, 2000, is beyond the jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional bound ry, as indicated above, without a permit. It is your responsibility to ensure that all precaution are taken to prevent any sedimentation or other alteration or disturbance to the ground surfac or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Mark C. Carrara Permit Administrator cc: BMHP file BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: DATE SUBMITTED:23 /L/0'L APPLICANTNAME:L-�„r� F �.Qr,� ��w�� SCTM# DISTRICT: 1,000 SECTION: //e BLOCK:_ LOT:-jj�,-4 STREET: ./32 jJ'alAmo CITY:r,4,,&DW SUBDIV. NAME: i �r PROJECT DESCRIPTION: A& "4. Sf�b �ECTANGINEER I e-a J/ FAST TRACK? SINGLE&SEPARATE CERTIFICATION-REQUIRED? �o NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before lune 30.1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Mefgef.(A nonconforming at y time after 7/1/83) ZONING DISTRICT: u CONFORMING?,— REQ. LOT SIZE: o,•Of ACT. LOT SIZE:/B 3'�?REQ. LOT COV. o{e A ACT. LOT COV. REQ. FRONT �o PROP. FRONT REQ SIDE J;F 3-r ACT. SIDE 2 REQ. REAR---,Co PROP. REAR ✓ WATERFRONT? ki DESCRIPTION: C✓o^^e w4T^ PANEL #: FLOOD ZONE: AGENCY PERMITS REQUIRED FOR RE APPROVALS REQUIRED: SUFFOLK COUNTY HEALTH DE T: YES or NO, (BED#):_DTE: / / PERMIT#:R10- e 8CM? ASK- ozr— NEW YORK STATE DEC: eRe-DE / S r NO Al,) ce%/Ple ✓?Itd Z SOUTHOLD TOWN TRUSTEES: S ofd TOWN ZONING BOARD APPROV VO., - TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA)] YES o O NYS ENERGY OR NO : EGRESS (18 H�iIlfn.? 4 sq total) �L VENT (SQ. FT. x 4%) / LIGHT(SQ. FT. x 8%)_ +'z BUILDING PERMITS OPEN/EXPIRED: BP -Z/C/0 Z- HAVE PRE CO'S : Y OR N BP -Z/C/o Z- NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR : -SF SECOND FLR MIT OTHER TOT TOTAL: �SF FEE FEE FEE 'OT( s,< SF)- a SF)= 45) SFX$ ,3 0 =$1 jZS,3d +$ 1 Sd +$ =$ oil 30 765-1802 BUILDING DEPT. INSPECTION [ �UNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: Ge.tG DATE OS �i o� INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] F NDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE --;L31o ),-- INSPECTOR i M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ ' INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: j�~� DATE 0 INSPECTOR 7W-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 3 3 Are4g � 4 ip � DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY REMARK DATE INSPECTOR J FIELD INSPECTION REPORT I DATE COMMENTS ss Gw.�G in�cv- FOUNDATION(IST) "` t ------------------------------------ d i FOUNDATION(2ND) -+ LZ z 0 ROUGH FRAMING& PLUMBING z r r� INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL C MMENTS I O r z Z m S ro a y O O z x 1 ' y x b b y 1 r-3 'OWN OF 30UTH0 f 1 i7 .BMD NG PERMIT APPLICAMON CHECKLIST BUILDWG DEPAR Do you have or need the following,before applying? TOWN MALL --a Board of calth SOUTHOLD,NY 1197 A sets of Building Plans'---J TEL: 765-1802 PERMIT NO. Check I yq Septic Pom ,N.Y.S.D.B.C, Eaam ++ed 20 Contact: .Approved 20_ bw to: Disapproved a/c Phone: �(.y} n Building Inspector � APPLICATION FOR BUILDING PERNIIT. Date. i � I � �,20 02 INSTRUMONS 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 toadjoining 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-eo-ever until a Certificate of Occupancy is issued by the Building Inspector. 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, or Rtegulatious, for the construction of buildings,additions,or alterations or for removal or demolition as herein describ The applicant agrees to comply with all applicable laws,-ordinanoes,building code,housing code,and regulations,and to authorized inspectors on premises and in building necessary inspections: a of applicant or same,if a vefp on) 1132 Bridge Lane Nassau Point Cutchogue, NY 11935 State whether applicant is owner,lessee, agent, architect, engineer,general contractor,electrician,plumber.or builder Name of owner of premises_ M ,1 C-f- (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. 16 7r 1 Plumbers License No. 3 b b -�I :�t�l�-c�C }e►, p Electricians License No. 4 `F Klein Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street >JY wa County Tax Map No. 1000 Section l 1 Q . O O Blois k"` O O O 1 • 00 Subdivision Filed-Map No: Lot (Name) ----t— I >. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy. -5N 1 NA. 1 b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration Repair ./ Removal Demolition Other Work (Description) 4. Estimated Cost 1 Z S O O Fee this 5. If dwelling,number of dwelling 111 its 1 Number of dwelling units on each o be paid on filing 1 application)�) If garage, number of cars A Lac 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 11 7. Dimensions of existing structures,if any:Front (01,1 Rear b, Depth Height 2 ' S " Number of Stories 1 ` z Dimensions of same structure with alterations or additions: Front to�-� Rear Depth___2Height 81 ' S ° Number of Stories. 1 %. Dimensions of entire new construction:Front 6 Rear 66 Depth S�? Height ';L 1 ' S " Number of Stories 111'_ _ 1, 18Rc.. �t-r�„"1snc- CScL Svt�v "� 9. Size of lot: Front q Rear Depth 10. Date of Purchase 9 1 -S ft'oo Name of Former Owner 11.Zone or use district in which premises are situated Qo ri x 12.Does proposed construction violate any zoning law, ordinance or regulation: N� 13. Will lot be re-graded !� O Will excess fill be removed from premises: YES N4 'J e S. N 13'i %r'1 &$C' 14.Names of Owner of remises Vw,%\� AddressC%&* .-" e- Phone No. Ca31 '-R �b 8 Name of Architect re �Q Tl,r o Address ° F� h Phone No 6 1 0 Name of Contractor Noraa+Mr4 Ve.o 4gZ ddress 144 4n L1 U& hone No. 6 b I Z i ce 0,4 r+V'?o (�uu 15. Is this property within 100 feet of a tidal wetland? *YES �� NO IF • IF YES, SOUTHOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) COUNTY OF, S S S: 'O Nn t" .A7/I(E/L 32A being duly sworn deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contactor,Agent,Corporate Officer, 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 belies;"and that the work wilt be performed in the manner set forth in the application filed therewith. Sworn to before me this 7 day of --JR ✓ 20 OZ NotaryPublic Signature of Applicant KRISTINE A. UIRSON NOTARY PUBLIC STATE OF NEW YORK NO. 62-4602799 QUALIFIED IN SUFFOLK COUNTY Do SURVEY OF PROPERTY PEND ryM' rya co I- SITUATED AT NASSAU POINT TOWN OF SOUTHOLD 90- m SUFFOLK COUNTY, NEW YORK 2 / / , / o S.C. TAX No. 1000- 118-01 - 18.4 IN 78 MG/i � - SCALE 1 "=20' 484' E rem d x5 18.84' � "� y DECEMBER 28, 2000 wOOD euuMF1P % / � � � \ / / N 84'58'02" E S 8264 3 Bis / �/ ,, / \ / / / m DTIC k / / / / / / / /b A 26.64' � _ _ _ AREA = 48,332.70 sq. f}. PDLE (TO THE LINE) 1 .110 OC. 27 / / 0 Ro APPAREM NwN WATER uw 3— 1 ELEVATIONS ARE REFERENCED TO N G V D 192 DATUM 20 ,� FUG / / los / /3' NOTES: il11L il1L _ _wCB9- POS FM w�Es 4cM�. GUY / \ la s ti •a9ti�,y LE N 9 wt10-V -�- � "?9E/ / // �L / / y)/ o `"•°;� EXISTING ELEVATIONS ARE SHOWN THUS: 5 D to .,�, EXISTING CONTOUR LINES ARE SHOWN THUS: -- -s- -- - - c0. LµM B, )J —5 FlIG - w000 y - / / // / / / / / �•/ s s / / / zu:. /sem• �'aO I'A1 r rL - FIRST FLaaR ow ,JAL i 'L 1 IED _ / / / / / V / / �o�'� 7 FL - TOP of BULKHEAD D - BOTTOM OF BULKHEAD '6 \ UHWMD EDGE of n p -, i WEnANDS AS RAGGED ISI \ \ 1 ly r� $ � .�.A EN_WKSULTW I / A X00 / /x / \ TW TOP OF OF WALL O A SON MHUMY 17 20RH RAG =9 / / M� B W - BOTTOM OF WALL RAs - RAG_4 i� - _ - _ / / / X I / 2. FLOOD ZONE INFORMATION TAKEN FROM: J E4 / \! ., , - \ F S FLOOD INSURANCE RATE MAP No. 3610300502 G / � LOT Q� _ ti°'3_ .0 1� ZONE AE BASE FLOOD ELEVATIONS DETERMINED pWM o + _ _ 208 / / �. 1 ZONE X' AREAS OF 500-YEAR FLOOD, AREAS OF 100-YEAR FLOOD WITH AVERAGE i34 / \ / \ s 1 DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. q'" , �; -' / j / / •' T° 6' p ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 99 ,m d ��`� - i / / �� l / / 1P1 R 1 i 4>• oho 3. LOT NUMBERS SHOWN THUS: GOT 209 REFER TO o• '/ / a LP. AMENDED MAP A OF NASSAU POIN �' t • I _ 20 's `'o SO, FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY p� Ise z� �- `;: \ ON AUGUST 16, 1922 AS FILE No. 156. F` � � Al 0 1 � •� � \ 1�2 WA1ER, \ V ` '4w, • �j. +n „b O2 �I N 9� iD NEI€A ro KV�EA� CP \ \ \ \ \ T44 \ \\ \ eh• N �1 �i D1�AP \ \ x214 1�T• ov Nom' �a ' S9 4O y� 0', .\ \ \ \ \\\ \\ \\ \ w,� � L&_ ^6i91f'"e \ I _ � \• .meg A ` �. '� 'F� ' 205 \ \ \ o/ = 9 17.2 -� 5— A A \ 9a AV A A V A '°(, ' 194 A OT Oe, ,JAL ,J4 \ \ \ b r �4h, •SCP\ . ` ><': Ea \ v203 _Fn i d �� \ \,JAL �� \ \ \ \ \ \ L, \ \ \ \ I \ ''°ka- \ — — — — / s• /' - N L 26' b i027o , 5, 0 A,' a Yk 6 \ \ \ \ \ \ q 1, S� • \ sip,- PREPARED IN ACCORDANCE WITH THE MINIMUM Q >\IJl�14 \ \ \ •e H} ( \ =174 / / /\ 298 STANDARDS FOR TITSURVEYS AS SUAS ESTABLISHED 34, — — _ -_ _ ./((( • / m e• %132 FFFOR SUCH ALSU AND APNEW YORKED ANDADOPTED_AND 44 s j 8,. 'ule\ \� � \\ �74?• • \=1 '. , i i e ` 16-4.5, a _ x� Y�� / N 20 37 / t2 w T+Wo uxe 'Tali �tK Go Pjre A OtipN A.ANO T_c{'� N �N \\ J1] �.• 1 1 9 Vv vuL`° ��00.7 ' � i_ 58 6 65„ , yF >38 \ \ \ \\ \\ 420 A A — — — — — — — — i m �O112 rjtxe �1 79• a Y — \ 10 6 C' �. \ �\\\ \ ^ • A. • A f ASPNLLT P/�1c TENT • e W N.Y.9 Lic. No. 49666 \ \ LC2 n, m.2 UNAUMORIM ALTERKRON OR ADDITION .A `9�• \ \ \ = TO MIS SURVEY IS A NOIATKIN OF 04� \�`\\ �- \, \ \A• � —1K SECTION 7209 OF ME NEW YORK STATE .IJ \ \� ` \\` L11 IR \ EOq pF A5 FTACCEp Joseph A. Ingegno COPIES OF UW. �\ COPIES OF THIS DR'S I MAP SNOTEA BONING Q ?F 'Y .?O• \ \ +\ \ •,a RUNG ON ,MNIypI. 1T , ME LANG SURVEYOR'S INKED SEAL OR /QUI Land Surveyor TO BE A VALE TRUE COPY BE coNSlDwm �C t9G' 41 �S \ 9 AL CERVI ME INDICATED N HEREON SHALL RUN 4 Q I1/\� YYL ,JALAll, AL AL �IIIL A L ONLY TO ME PERSON FOR WHOM ME SUMEY 0, v 65 J1IIL IS PREPARED, AND ON HIS BERATE TO ME V MLE COMPANY, GOVERNMENTAL ACFNCY AND 3 I •C MG DUE 6DrveyG - Subdiw510n5 - Site Plans - COnSfNLbOD Layout JR40ING INSTITUTION UM1113 HEREON. ANDTO ME ASSIGNEESS OF ME LENDING INSR- , 3„ C TUTION CERIIAGTIONS AAE NOT TRANSFERABLE. 24. T 3a IWL PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1380 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, NOW York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 20-656 I } s PROCEED WITH UNDERWRITERS CERTIFJ1 A e 4 M N E " T s OT R ' DON La7uIREo 1,9�z 155UEb FaR caNSt. 1/10/02FRAMING UNTIL SURVEY AP R VEDASIEO ssu�v FOR 044.. Q �F FOUNDATION LOCATION z Rf?�$1`I�.--� I95UED FOR cory9T. 2i5r02 z HAS BEEN APPROVED. DATE: ISSVW FOR CONST 2/;0/02 FE�� ew. ME Td:=Y BUILDING DE ME 'REVISED AS PER BL06. DEPT., :r '802 9 AM TO 4 FM FC' ^TNG INSPECTION& 99104 Z 4TION • TWO RE W MEDCONCREM JKi OCCUPANCY ORD 11111 W N Y " ' 1 FRAMING i FLf O ATION Q USE IS UNLAWFUL W%I. • CONSTRUCTION WITHOUT CERTIFICATE "a"TETE ITooA SHALL rr•,• 'r Cc OF OCCUPANCY GUIREMENTS OF THE ra. r, c H E c E Is 'Y I _ CONSTRUCTION i ENERGY2S. NOT f .-SIGN OR CO RESPONSIBLE ILII ACTION ERROR:? FHT 11 O ERY I�0 PROVIDE OPENINGS FOR N AD RAERGENCY ESCAPE AS PROVIDE SMOKE-DETECTING Ul ALICE S REQUIRED BY P ALARM DEVICES ~ s Erre ART. 714 OF I z P/0 LOTf os1 Y• 51ATE BUILDING CODE. AS TO PART.721.1 z 4 �o N.Y.S BUILDING CODE. Q 0110 S 47°57'00" E 58.00' k _` 0.00 5 3g°43'50 " x o PLUMBER CERTIFIC�a�a CAV ' 4 15p II YAC SIVA E ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY N —$ O - - - - - - - � •.' IAl4TER Zco a W •d E / / HATCH INDICATES ONE 'faT l 40 p0' / / STORY ADDITION 5 61 HATCH INDICATES �' / PROPDseD ROOFED PLUMBING W s N a �,� DECK ORAVEL "�� as< 1X0.00' I N Z HATCH INDICATES ONE—� m DRIVEVWY �coU"o�� j ap °mr�O Cyt <S ep sroRr ADDITION �� �� A ` u°N JI'S �o oo• '� ALLPWMBING WASTE \ F F � S WATER LINES NEED Z �,,. j � \ 1 �'"��j ,a°°' TESTING BEFORE COVERING O S 1 1 z re HATCH INDICATES EXISTING I/2 9TRY HATCH I (GATES ONE Q 9.57 E \ I PROPOSED DECK _ °� �',"�D DN�I.LN5 - STORY A TION / \ v odd FL 2111' W 10.32' HATCH INDICA �� yz o �� �1 PROPOSED ROOFED �� �9• ° PROVIDE ANTI-SCALD AND/OR W vecK THERMAL SHOCK PREVENTING HATCH INDICATES r mH' HATCH II ATE55�EE ,�O DEVICES AS TO PART, 902.6(K) DECK N.Y. STATE BUILDING CODE. PROPOSED ROOFED STORY ?,D ION 7 50MIN. REAR YARD SETBACK 2 `PROPOSED 2ND STORY LANpINb 2 q� A�) b� HATCH TE i Foie Li �ww, 1 / lb / REPLACINb SUNROOM / / ° / W M ,� Q t 2NP STORY ADDITION tx+' lu �Y ^ ^ AeO If Copper tubing is used ILI 0 ^ / 5TEPPIN5 ) forwat!9 distributing eouLDE�i / X00 system. piping shall L onlbg z �� O / of NPes K o J Z rc 9TOId V14L / / / e°p0 G UNDER\N REQUIRED TIFICATE / La 0 N$. 6 Z ' iTRc3cu411"'c2 ,7o"'c 1p3p17 5 O0 . Id o < � T °S, y Q 1f1 :I gT cu WdJ' GvwEL oRNEs'p_ �J �l �R °uav[ I � ��0V � ��oH'� 5g. 40 110 �z4'1. 51 , Pio X07 3� .24 78. IUW?i N 32'02nE.ED) e SJUCT,OE Q(9Y 10, 248b N j' ' 'pa040' 10 n Gg OF "i63.9`E"e ` 7' / . LAGpON z i —i �w NN 7'38'07" W POND TIO SHE . O o DoT �� nG ��� 4�5g" WNTA ei / " E,°E / N 6 457' M WUNNE 177 Z6N0 ATERwAY Fg0 r �2, 69'2, 65' W z / �I 4 � I J q 6 M O. ,,Olglb I Q DATE, .JANUARY, 2002 S i� F I L R N O. 1 TE LAN , I SCALE: I " = 20'-O" F FOR LOCATION PURPOSES ONLY, INFORMATION TAKEN FROM SURVEY DATED 12/128/00, BY JOSEPH A. IN6EGNO L3. e, \olawge�o101e I L z CHI � f O � I OFN� F z ,� Q �- C O M M E N T 5 16GUED FOR PERMITS: GENERAL NOTES : 6,02 z THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE I6.OPENIN65 FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE 155UEP FOR CONST, 2/5/02 QRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TEGHNIOUES, SEOUENCE5 PARTS OF WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS ISSUED FOR CONST. 2/26/02 4'-4 AND PROGRAMS IN CONNECTION WITH THE WORK TO LEGAL OPEN SPACES, SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN zAN EMERGENCY $ SHALL HAVE A MINIMUM AREA OF 4 50. FT. WITH A REVISED AS PER BLD& DEPT.: 5'-10" I.THE CONTRACTOR SHALL GIVE ALL NOTICES t COMPLY WITH ALL LAWS, MINIMUM DIMENSION OF 15" WITH BOTTOM OF OPENINGS NO H16HER THAN ORDINANGE5, RULES, REGULATIONS t LAWFUL ORDERS OF ANY PUBLIC B'-6" ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES B/b/02 AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK t SHALL ALL HABITABLE 5FACE5 MUST MEET THESE REOUIREMENTS. z PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWINGS t SPECIFIGATION5 19,ARCHITECT 15 NOT ENGAGED FOR 5UPERV15ION IN ANY CAPACITY UNLESS W ARE AT VARIANCE THEREWITH. NOTED OTHERWISE. j 1 2CANER AND CONTRACTOR TH ALL ARCHITECT 4 THEIR AGEN75 4AEMPLO EES FROM ALL LL INDEMNIFY AND DCLAIMS, DAMAGES,HARMLESS THE 2OSTRUCTURAL POSTS W ERE LOADS ARE SOLID 51-00<1146 19 70 BE INSTALLED NO BE TRANSFERRED TOFLOOR SYSTEMS AHEADERS, IV R A A N B Y - - - - - - - 7LOSSES t EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES BEAMS, OR OTHER MEMBERS BELOW. O I I i ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK 21.TRENGH FOOTINGS, WHERE PERMITTED BY LOCAL BUILDING DEPARTMENTS, AN/GG PROVIDED THAT ANY SUCH CLAIM, DAMAGE, -055, OR EXPENSE: ARE TO SUPPORT ONE STORY ADDITIONS ONLY. Q F 1 __ _ _ ' (1115 ATTRIBUTABLE TO BODILY INJURY, SIGKNE55, DISEASE, OR DEATH 22LAMINATED LUMBER TO BE GEORGIA PACIFIC 6-P LAM LVL 1.6E SERIES LL GRAYVL SPACE - OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER (OR EQUAL). LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS G H E C K E D 5 Y .1 THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTIN6 INDICATED ON PLANS - NO SPLICING FI MITTED. LAMINATED LUMBER 15 _ I 1 a NOT TO COME INTO CONTACT WITH CONCRETE. IN CELLAR GIRDER LOCATIONS 1 THEREFROM AND 0 POVIDE EW 2" CONCRETE (2)15 CAUSED IN NHOLE OR IN PART BY ANY NEGLI&ENY ACT OR EXISTING PROVIDE GGA BLOCKING ALL AROUND BEAM POCKETS. MULTIPLE MEMBER BEAMS FHT H a 6x16 VENT TURN JOISTS - OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE TO BE FASTENED TOGETHER A5 PER MANUFACTURERS SPECIFICATIONS. N n9 SCREED GOAT ON ALL - - _ _ __- - DIRECTLY OR IND REGTLY EMPLOYED BY ANY OF THEM OR ANYONE 23.ALL STEEL TO BE ASTM-A56 AND TO BEAR ON STEEL COLUMNS AS INDICATED z '�X •1_u UNFINISHED CRAWL SPACES. _ -_ -'I'. ---" - - ON PLANS WITH MINIMUM 5/8" BEARING PLATES UNLESS NOS'E'D,OTHERWISE.FOR iNH05E ' Q - W_� WHETHER ORA"10T (TNS OF IN PARTBY ANY PARTY RINDEMNIFIED 24 480LE N4 SCHEDULE PROVIDEDL FLITr H PLATES TO BE ON PLANS. SAND TO'BEAI�,ON WOOD POSTS AS L - - - - - - - - - J - , J 3.ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS INDICATED ON PLANS. FLITCH PLATES ARE TO BE BOLTED AS PER FLITCH PLATE N ' - - - - - 6 I6' O -72X;-2x6--- GA W '1 (FLUSH) I S.AALL CONSTRUCTION 4 INSTALLATION. LL CONCRETE TG IIIi( d,F I b ALL WOOD CONCRETE TO HAVr A MIN. OF STB BEAMS P058,DAYS 2&.ALL SKYLIGHT STUDS, E 4 ALL CODES t RE&ULATIONS Or N YS BUILDING CODE SHALL O�RO BE DOUG 27 HOMEOWNER AND/OOTHER MEMBERS R GONTO BTRAGTOR BE DOUBLE UBLEFRESPONSIBLE ROITH JOIST VAITH���OISTR ALL HANGERS. N ER5.N OVER 25 ALL FLOOR OR CEILING JOISTS INHICH ATTACH TO FLUSH HEAVERS, BEAMS, R Z � Q Q .., W O II FIR NO. 2 OR BETTER WITH Fb = 1,200 p s I., SINGULAR, Flo = 1,400 ps I , REPETITIVE INSPECTIONS DURING THE COURSE OF CONSTRUCTION. ARCHITECT 15 NOT Q .: S p I N,' TALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BEARING CAPACITY RESPONSIBLE FDR CERTIFYING ANY PART OF THE CONSTRUCTION FOR WHICH .^ dpi xp. OF 2 TONS. IF FIELD VERIFIED 501L CONDITIONS VARY, CONTRACTOR 15 TO HE DID NOT V15VALLY INSPECT DURING CONSTRUCTION, H L J V 1 I LLO ry 5'-10" NOTIFY ARGHITEG'- IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK, 25.ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY E 1 GRA({L SPACE J �Op E 6 ALL ELEGTRIGAL WORK SHALL CONFORM TO THE LATEST REV15ION OF 29.ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS x, _LL NATIONAL ELECTRICAL GODC-5 AND SHALL BE INSTALLED BY A LICENSED a UNLE55 NOTED OTHERWISE. EXISTING I O - ry INSURED ELECTRICIAN 50 ALL PREFABRICATED TRUSSES TO BE ENGINEERED BY OTHERS OWNER OR PROVIDE NEW 2" CONCRETE �LL I� 9.ALL FLUMBING W092K SHALL COMPLY WITH NY5 BUILDING COPES AND SHALL CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS SUCH 66 OO Iv A ' CALCULATIONS SHALL BEAR THE 5EAL AND 51GNANRE OF A LICENSED13 SCREED GOAT ON ALL LL H J 1 8x1b VENT BE INSTALLED BY A LICEN5EP If INSURED PLUMBERPROFESSIONAL. N O UNFINISHED CRAWL SPACES . ` 1v 0 g 12.6 Or D.J. W/ sOREEN 10 KITCHENS [ BAT(-5 TO HAVE EXHAUST FANS AS PER N.Y.5, BUILDING CODES 31 CONTRACTOR SHALL FAMILIARIZE HtM5ELF WITH THE PROJECT AND CONSULT ry 1 J 1 V - - J� ® O.O - TYPICAL 11 DOMESTIC HOT WATER PIPES TO BE INSULATED WITH THE ARCHITECT WITH ANY DI5GREPANGIES PRIOR TO STARTING ANY WORK. Z O - - - - v - - - - - - - - - - - - - - _ _ 12.PROVIDE GLOGK TYPE DAY/N*HT THERMOSTAT, -- - --- - -- L " - 13.EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS ANY DOOR OR WINDOW -_ -- -- NLL - r - - - - - - - - - - - - - - - - - - - A17H GLASS LEI5 THAN 52 DO NOT G D _ SPACE ACCESS _ a IS PROVIDE (2)2"X6" HEADERS 33 INTERIOR FINISHES TO BE SELECTED BY OWNER _ _ _ " ABOVE FLOOR, THE GLASS IS TO 8E TEMPERED 54. PROVIDE BLOCKING FOR FLOOR JOISTS AT 8'-O" OG MAXIMUM U TURN JOISTS r 'PROVIDE DRAWL 41NSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS d ONE ON EACH ,¢', }} CELLARS 55 SOIL BEARING CAPACITY IS TO BE A MINIMUM OF 2 TONS PER SQUARE FOOT 0 - - - I W� LL RS OVER ANY WINDOW t DOOR OPENING UNLESS AS DETERMINED BY A LICENSED 5011-5 TESTING AGENCY - Y L —11 11 - " 5'-4 1/2" NOTED OTHERWISE 36 CARBON MONOXIDE ALARMS TO BE CERTIFIED BY A NATIONALLY RECOGNIZED (2)2X6 CGA O �_ 12Xb OG - q 16 ALL HEADERS 6OR LARGER MUST HAVE DOUBLE SUPPORT STUD5 TESTING LABORATORY AND CONFORM TO UNDERWRITERS LABORATORIES SLUSH) Hp HLLQ 9 LEDGER U �- - 17 ALL LUMBER 6 PLYWOOD MUST BE &RADE STAMPED STANDARD UL 2034. UNITS MUST BE EQUIPPED WITH A DIGITAL READOUT OF 0 JIJ WQ Iu-JIL L —_ — , ILO I Go CONCENTRATION AND A BUTTON TO INDICATE THE MAXIMUN CO CONCENTRATION IN, U I Q xWLLLI ul IL-1- z:o pj SINGE IT WA5 LAST RE5ET. LOCATIONS AS REQ'D, d�Il p �9IIO w! i,l m m Q 7 i -, j U PROVIDE AOGE551 m `�I d 0 d �I AND VENT 1 (2)2X10 -- ofl o ° L ❑ 1 BEAM W " ° Xml ® �I L � Ex1sr. 2x6 F.J. Ex1sr. 2x6 F.J. LLJ L _ J � I ry\ X . 1 2x6 F.J. O.G. LL J TMPKET, p O ry Y' ' X d , 2x& Q.G. LD " 0.0 1 1 GRAYVL SPACE oI a (FIELD VERIFY) (FIE ry LL I N • 1 '-6" 9'-B" B'-e" r-—� 2"OVER & A CONCRETE SLAB • J - 1 EXIST. 2x6 F J. EXIST. 2x6 F.J.FJ2X6 GGA OVER b MIL VAPOR BARRIER ^ Q ' �L�H)GGA •2 O.G. •2 O.G. (LEDGER ON TOP OF WELL COMPACTED '■*"'■• I- -� (FIELD VERIFY) (FIELD VERIFY) SOIL. q W TURN L � L - - - - - - - 1(2)2X6 JOISTSall 0 IL PIER TONG. - ,: 1 - - - - 1 *. „ 1 - - e I ER Oil VIRGIN 661 N501L, m 6' GONG. PIER 11 SENEAT¢I WALL A80 O 5'-6 I/2 4'-4" z (2) 3/4' X 5 1/2" LVL 8-10 6'-II O1 TO VIRGIN SOIL, 56" MIN. g� COLUMN B 1/21, 1ON ASC 1 �� ,_ „ IT-6" 6 b x V 8 - - I I 24"x24"X12' 11'IK. m PROVIDE CRAWL d I v q 6 9 6. 9 6 O ' TYPICAL 0 DRILL t GROUT IN G r - - -, - - - - - - - - - - - - - - ~ ! CONCRETE PTC. 5PACE ACCESS Q GRAI 11- SPA E 0 I 2x6 GGA D.J. N��1 LL UU W a O PROEXIVISCREDE GEA " ALL S ry2X 1�L ING ', I` - • -OD- GROUT, AS Or,. VERT. D - - - Ir -_, - - - - - - VV SCREEN - - - - - - --, L PROVIDE NEW 7 GONG • e" O.G. VERT. TbAffw-- l= �( (SHED RAWL SPIA�'�E� L L I FLUSH GIRDER W - •xb O - -O - - - �xb - - - - - - - ry 1 LL 2 _ - - - - - - - - W - � L F. py� 16" 4 o RAWL 'SPACE 01 (2) 9%�X/5112' LVA EXISTING EXISTING 5'-B I/2" r'-5 I/2" 2'-5 I/2" POURED CONCRETE SLAB ' z 11 YI d 0 (FIELD VERIFY) ry (FIELD VERIFY) ry J OVER 6 MIL VAPOR BARRIER. ( LL O :D ry d - � _ INDICATES POINT + N TOP OF WELL COMPACTED LL� z µ FROM COLUMN ABOVESOIL m x•o 'I' __- "r _ r I � L L Q L. :� L C L L � CRAWL 5P. 7,(-U " m rYP. L _ J L ' " J L L y • ry o EXISTING ExlsrwG a m > Q - --- - __. - - - - - - - - - - - - - - - - - - - - - - - W • O.G. � - , 16 - - - - - - -- - - - - - - - - - 1 " � - - - - - _- - 2x6 F.J. .0 VrRIFY) J -- - - - - OPG TILEVER - - - --- - - PRA . _ ADUBLE ERhME L gKb P 1 2x16 PN6 1 7K6 PN6 L- T 1 - L _J L __ - -_- - C -V IDE ACCESS T B- - - - L L � ❑ r r 6 o.G. • o.1.c. • o.c. r a RfAWL SPACE, TP. . ] - - - --I 9=11 2 _ (FIELD VERIFY) (FIELD VER( (FIELD VERIFY) 3/4 x_5 2" 5'-2" 5'-2' S'-2' 5'-2" " v z 2x6 GGA DJ. / I (F a (� 20"X20" ISM PIERS ® o.G, ' ___ ' _ EXI5T._(2) 2X6_ _ 6j ON A 24'X24 Xb'TH. I' �-�'—- �- FLUSH BM. _ _ f _ ", } XI2 ? IZL POURED CONCRETE 2x6 PLooR Jolsrs L J L L J LL_ -1 FOOTING, PROVIDE t CELLAR "T `? 5' • Ib' OG REPAIR TERMITE EXI5TIN6 I O 4 ? Q HEAVER. SEE FOR I 5SEE LEVO- 11 EX16TIN6 (DAMAGE IN 2x6 F.J. } p THIS AREA (F ELD VERT � ) 7ION5 FOR HEIGHTS. - H RAM 1 q Z h f 7 F I - I UNEXGA- 1 j Y 5 E 1 (EXIST. GIRDERS ___�—_—_� i I 1 Q p PAG I AND PIERS - - - -� - - - V�1TED LLL JJJ ddZl . - 2" CONC. 5LA8 oven d IIS �1 t- b MIL V. BARRIER i L L L - iTYPIGAL r STOOP OVER O R�M OVE EXI5TIN6 EXISTIN& 31/2 xl - - - - - - - - - - - - - - - - - - - - - J O B NO. , OI O i mll . q STL.. COLUMN 6 L - - - - J L L L - - � II �� F-bl)NPA41oN BENEATH �I 06 µl d. ry SOLARIUM. INSTALL - - - - - - - - - - - - - - - - - - - - - - - a Q I NEW FOUNDATION A5 I FI F I EW 20" X 20" GMU D A T9. JANUARY, 2002 I „ INDICATED m O FI EXIST. 2 6 F.J. 1 EXIST. 2x6 F.J. PIER ON EXISTING II (2)2X6 GGA 11 •16' O.G • b O.G. FOUNDATION, DETAIL F I L e N O. (FLUSH) -f L L L - � - - - - - - - - - - - - - - - - - - - - - J L - PIERS,AR TAILS.GK 711-s* lol6 IELD VERIFY) (FIELD VERIFY) - — L'_ N - - - - - - - - - PIERS PTAILS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O J015TSVENT EXIST. 2x6 FJ. Jolsrs REEK ALIGN •16" or, A (FIELD VERIFY) z 6" 0 GONG. PIER TO 1 G ' �0 ARC/y//, �. 1 VIRGIN SOIL, ,i/Rp0 p 36" MIN. � LEGEND W - EXISTING FOUNDATION WALL 5'-61/2" 71-9 S Q - - - - - - - - - - E NEW FOUNDATION I - - - - - - - - - WALL EXIST, FOUNDATION F O U N fl A T 1 O N P L AN I� - -- - - - TO BE REMOVED SCALE, 1/4" = I'-O" z NOTE: FIELD VERIFY ALL EXI5TING CONDITION5, NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: ADJU5T HEIGHTS OF NEW FOUNDATION AALL5 TO ALIGN NEW AND EXISTING FINISHED FLOORS. Q ' I I C O M M E N T § K 2'-9" 16'-IO 1/2"+ 6'-4" 7'-0"* ISSUED FOR OONSTRIJGTION: (/16/02 } B 8 5 5 3 0 Q ISSUED FOR CONST. 2x5/02 195UED FOR CONST 2/26/02 z REVISED AS PER BLDG DEPT: 7 Z EXHAUST HOOD 9/6/02 III TO EXTERIOR \ R h - - ! REF D R A W N B 'r O J\ --- -- . Q U+Q �i 7 AN/GG \ _ _ �-�— _ G H E G K E D B Y ' FHT D LAV Q o UI - _- SLOPE______ m , �- L�L_..Jll VENT TO WORK ISL,LND EXTERIOR Qw I q E L¢ 5 ¢F_z9LL��_L�pJrRL__ 9-LITE EKT `HEAT � � -- - - -- - - - ', -- -- - - P kJ Q oc } KIT HEN O z <, X WOOD GEIL N6 A5 PER OWNER R O SNACK PENINS ROD AND GL 2°_ _- _ (..) - W _ DN A s INDICATES - _----� J I ULA (2) TR2416 (2) 7R2416 O .; Q I SHELF, TYP '12446 (2) 2446 (2)12446 N = TI----1T-- TI- - I V I I I LINED DROP I " N LEGEND z II II _ 11 II II II II � ' Y I I I I I I I '61 V O 1 DENOTES II a REPLACE EXIST COR � EXISTING WALL II II 1 0 II II II II 11 II II m II I1 II II (ry O V '\ II II II II II II II Y �� DENOTES L I 1 1 I I I 1 I �I - Ip -1 -- _- -- - - DENOTE5NEA LWALL O I 1 1 1 1 1 1 1 1 5 I VDY O 1 t�REAT� ROOM I I ' 1 HIGH CEILING .,N 1 ATHEDRAL 1 1LN6 1 I 1 I 11 N ry I I I 11 I I ry TO BE REMOVED - _ _ - - II II I II II Q V w d DENOTES LOW PLATE, SEE SECTION d FOR HE16HT5 EI y -'--" " ti II 11 II II II II II tu ,1,q IDD I I I I I I I I I I I I I I 4 � —__-__-- __ I I 1 1 I I I I I I 1 1 I I � DENOTES P057 � •� 'i II II II I II II II DENOTES POSTED DENOTES HIGH ALIGN WITH STAT. PLATE ® LOAD FROM V I 1 1 N I 1 1 I WINDOW ON THE ABOVE OPPOSITE SIDE �p - - °I ARCHWAY OF 55" x 5 PORCH ry�ry� 2446 - ---I h 5/4 x 4 CLEAR MAH06HANY WOOD DEGKIN6, GLUEDNAILEDt �LI(VE OF DORMER ABOVE W r DECKS' TYP. ALL WD. 5_0. O� � ' 1 POYERIEILIN6 5-O"+- N a1 11 -_ _ - - - - - - - - sQ'�PI B 2-s Ea Ea. 4_5„ L - iL _ - NOTE Aw OIWLO I IL2046' 2046 ,(2) 274466 2046 HATCHING INDICATES AREA OF h m CULTURED STONE VENEER AND Y +1 WB W w W�K p STONE GAPPIN6 INSTALLED A5 ' Q - _ O - -1, _O p- p, PER MANUFACTURER, SEE m zW 4�- - 9TAT55 �O HST tMATCPL6ATE 2ce2 JUNIOR SUITE #I ]� 2 � 2 ELEVATIONS FOR HEIGHT AND DETAILS CATHEDRAL EILIN6 /y{ F- UP O, RT A55 WA 9. 7'-6" i PLATE B'-O" �� ® �_ LAV. SIDE MATCH FOPPOVTE JUNIOR 14R I + o PROVIDE PEKING r' T,, Q m PORCH 1 O I EO EO. N SLOPE EIFERGENQY ESCAP@4 FE SUITE >•I 42" STAIR Lill, P R. W.I .G. REQUIRED a3Y PART. 7j�Af BATH a z - h--- LIBRARY r EENT Tb 1 n .lsl. ::'11�TE 1,197 °��G MjSu 1.. EXTERIORE� TUB z N AeovE L - -- - - - r I NE E WALL r Q .. T ' I m d - 6° ARGHWAY O I AS r c m v - w _ m ® H i Q VENTTO DRYER m J EXIST. GHIMENY I I - - - _ EXT z d IOu - - -- $ TO REMAIN 5TRUDGTURAL m I ( _ - - __ _ - _ - __ Ef F IATTIG W o I m ✓ n P II Q LAUND -ff u < I 2° - - -1p LL N w, COLUMN, TYP, LINEN - - - L - -J SOLARIUM Iii c = 4'-61/2"t GOVI=RED m LIVING ROOM OI K EwsrlNb ® PROVIDE OPENENGS PI X PORCH FIREPLACE w I QII ® EXIST } - " LL - EMERGENCY ESCAPE IAS z DN Io LL °mlI GSHWR REQUIRED BYYµPART. 7{14 f c 2° ® N Q VADJUSTRADE TO O w m I I O I i JUNI6fkIt PPLIDI�L'�D AINTAIN LE55 THAN K Q " BETWEEN DECK ND GRADE, NO VENT TOLINE-?F `I ry al W - LINE OF WALL J i� N X H NDRAILS REQUIRED, I� L_ ---- NXTERIOR' --'- -- - r W J O B N {'J. . OI016 Ka ABOVE r ---- -- .. . LL - -- - - - WINDOW SEA m ICL N 4 A'Yk+ J,Mw1A�tYpQ 4 d l a Iral 44 I I t 2092 2446 EXIST. INDICATES "CULTURED; T`-� _ 11 (3) 2446 ' STONE" VENEER W/ STONE (2)'2446 I S }�� I REMOVE EXISTING I GAP, REF. OWNER `r 'V - / 1�� A I I '� COLUMN. REPLACE GWlgSg�(JlQlib i9 EXIST, 1 WITH PIER/GOLUMN STEPPING - - - ---- -J� �+ SIMILAR TO DETAIL z BOULDERS A-5 + O EXIST 6 5 PS E� ARC/y/�, I QoN TSR oFc w -1' 4'_0" 2 O 1/2"t 25'-51/2" + Q Ul 66'-2 v2" H i P I R 5 T F L O O R 1 L A IN SCALE 1/4" I'-O,r z NOTE ALL WALL5 2x4 ® 16" Or, CONSTRUCTION, UNLESS NOTED OTHERWISE ODEN0755 HARDWIRED SMOKE t CARBON MONOXIDE DETECTORS, TYPICAL 'I 1 } d G O M M N T S 155UED FOR GONSTRUGTION. } - 15SUE12 FOR FOR r 5T. 2//5/02 z 6/02 z REVISED AS PER 151.06, DEPT, z I DENOTES EXISTING WALL !/6/02 _ _ I DENOTES NEW WALL DENOTES WALL TO BE REMOVED DENOTES LOW U I PLATE HEIGHTS EGTIONS FORGHG K,E,.D B V �� (- - - - - --- - -- FINISH DECKING A5 PER PLANS FHT ■ DENOTES P05T _ DENOTES POSTED z' ® LOAD FROM � �1 i GGA WOOD BLOCKING Q ABOVE RIPPED TO FORM LEVEL PLATFORM } L — ! z �_ _ 60 MIL EPDM PAD .�.' 51DE NAILED Q 20'-5 1/2" ' I J d 10'-6 1/2" * 5'-5" ^ W-6" ADJUST BALCONY LOCATION N p TO STAIR "DUCK" BOARD' DETAIL SCALE - 1 1/2" = I'-a" ry d I a �n A L IG N to _ W PROVIDE ELECTRIC OPENERS, TTP ' iv 0 - SLOPE : im SLOPE � �0 cryy VV lk A5EPER�DE - ry p I LANRIN — — — -- lu rc �I Q L DENOTES LOW Q I 5LOPE1 �Lpp PLATE EXISTING STAIR I V = U- DENOTES LOW - - - -- - I I 4'-6" Q PLATE H" N. zN N Cr— n 14R _ I I EXISTING LOW 1 PLATE A 2' m jq'-6" 5HELVES N I -q v �a OUT VX1Sr m al J )!QX Z 0 c I�\Y / �tytt�GS F I L — a r" eE NS - - - - -__ vtOFop - - --- - :A 6 I - - MA5 ks . wG � r - - - ---%7EI CATHEDX EXISTING O < CO �,\'• OUT J -- - ---,p PROVIDE DR. pp STOPS IN NEW OR EXISTING CHIMNEY a z - - ,p " SMOKE DETECTOR AND CORBEL O CARBON MONOXIDE z __ _ L DETECTOR AS PER CODE. FREE SYANDING TYPIG� AS INDICATED ---r — -- -- ROD/SHELF —�- ---- 0 _ _ a i WALK-IN GL. �- PROVIDE COPPER SLOPE I 1 SLOPE\N z SCUPPERS TO ROOF I LOW SHELVING/SHOE RACK 1 , I d 5'WI rSOA HST. fiH IGND W H&T. 3 WIND HGT d i IY MAHOGHANY "DUCK A551 ASI A551 — — — — — _ LINE OF WALL BELOW J EXISTING LOW 1 Q BOARDS" OVER EPDM DEN'0-S5 LOW PLATE PLATE ROOF SYSTEM, FULLY ADHERE MAT TO 5/4" PLY- CH EXISTING J O B N O, , 01016 WOOD PROVIDE (2) - d COPPER 56UPPERS 1 TO ROOF 10 A T E. JANUARY, 1002 (SEE "DUCK 50 " DETAIL) i, F I L F. N O. i 0i \Oldwge\01016 ' i Q rtf' 4"' ARCH/r d ya a •THaa0FOT 0 ¢ I > " d s> Ne 1 SE G O N 17 F L O O R P L A N SGALE. 1,4" = 1'_15 NOTE, ALL WALLS 2x4 0 16" O G. GON57RUG7I0N, UNLE55 NOTED OTHERWISE t� 00ENOTES HARDWIRED SMOKE ! CARBON MONOXIDE DETECTORS, TYPICAL ;) z 1y } Q G O M M E N T 5 ISSUED FOR PERMITS. X1/16/02 ISSUED FOR CONST, 2/5/02 z ISSUED FOR CONST, 2/2¢/02 F REVISED A5 PER Rvo DEFT,; z W 6/02 D R A W N H Y Q \\\ \\ 'H_ ' ' • `� M�¢ /�/ EI 56HE Vim• —METAL STAP OVER RIp6E AN/GG _ X 2X0 COLLAR TI 5 5ANDdIG ON I I ROOF RA TER, NAIL SEcy�ELY TOP ATE AND RIR (2) 2.12 i ALL MATERIAL FOR WOOD FRAMING TO G H E G K E D 8 Y ! HAVE A MINIMUM Pb OF 825 P5.1 Z 711 ' -' -- LVL PHT ,I _ _ _ (— NOMINAL LUMBER SIZE SPANS i va" K Nb TRUS E DETAIL X X� _ \ / )' �� (2) 2X6 UP TO 4'-O" 6 LOCATE ATI TEN RSE (TION OF HIPS AN Iff DGE O (2) 2x8 4'-O" TO 711 l� 2) 2-) V ( X10 TO 5'-0" _ x (2) 2X12 8'-0" TO 1O'-O" - z U ® POSTS SHALL BE 4x4 (NOMINAL) E (2) 2X5 COLLA_R171ES SANDWICHED bN T a E STRUGIURAL RIDGE DETAIL q, _KQOP R FTER,_NAIL W—Wt LY TO PLAT T4ND RRA- x *NOTEALL SIZES GALLED OUT ON ANY OF N s ALE: su' • r-o^ ` --- - - - A ' THE FOLLOWING DRAWIN&5 WILL SUPERCEDE I- THIS SCHEDULE. J = J Q 4X6 POST 1' 4X6 P05T (2) 2x5 (2) 2xB (2) 2x8 C— ---- '�i LESEND N HATCH INDICATES 2X4 y DENOTES KNEE WALL STUDS AT EXISTING WALL 4- W JOz 16" OG TO ROOF RAFTERS / 10a OF FRAME OVER DENOTES N 1 Sia^ xT ,1/4 L "LV NKN Y ZZ NEW L 4 Q V a p - - - - - - " -- - DENOTES WALL %/ N U n.a -T / i ry WIL ----- ----- ---- - - p ry TO BE REMOVED p -'- - ------ - - -FJ---- -- - flt 6 - z : (E) 1' o1A Eo0.rs- _ p y 11 N � a ry b o Q W DENOTES LOcV w 0 ® PLATE, SEE SECTION - -' - (]1]e0 CEILING JOIEiS — �---- FOR HEIGHTS Jo I !Z :4 TOP PLATE tV ■ DENOTE5'P057 ` ■ O KK VVV N DENOTES POSTED ---- ry 1 J ® LOAD FROM SII ABOVE (2) 2x12 D ROP BM KIN6 'TRU55 ® TOP PLATE DETAIL LI.�� (2) 2xB _ I DILATES HIGH NOTE: I II 1 - ---'' F�1(I 2 16FL ;, '1 ® Ib" G ` I 1 PATE xALeela• . r-o" � . O FIELD VERIFY 2X4 STUDS 0 Ib OG 1 Jyy�I j IT ry f z WITH (2) 2X4 TOP PLATE IN THIS 2X6 GJ Ia ILII 1 ' I,a lop) xl SECTION OF THE BUILDING, HE16HT ® 16" O.G. ' Xx ' Y N B MATCH TOP PLATE 15 TO WATCH ADJACENT ROOMS. NJ 1 n B 'iSEE SECT. HB A __ - J _ NOTIFY ARCHITECT OF ANY DIS- - - -- -- - - - - 1 m I1� I - GREPANGIES. I - - -_ - - - - r1"�l' IBJ Ix Xnelµ 1w LL C aF�Ixm F , I \ + r- -- ry P aTre ExIsrINO TOP D uI D1 " Jr- 2X6 BALLOON FRAMED m I STUDS AT DORMERrvwll 1 I 1 2x8 ft.R. Ei C 2x8 R.R. ® 16" O p� II 1 I 3a pO al D QQ a , �..�-Z.�2X10 ry ® I o a fU p V I DRGP BE M I W 0 1 INDICATES i01 `x z U Z I H 2) 1 5/4" ,x M ROLAM 4x6P05T E I (FLUSH) r 1f�— -- - -1, xl _ 2) 2X10 I - WBX15��- J ._ - - � `)� - -- _ _ _ - _(2) 5/41-' X_/B"LVL.- - Q �_ - 51/2" 0 STEEL COLUMN I Y Zx' 1 — —ro FOUNDAT1oN. TYPICAL. i J I r ---- � :o - a Z F al —J I II Xo xiII " p QLQI I rvpl = o `mow Tu 1 F I ' 6 ryll z ® ppz Q 1 ) BE EATH DECK _ S ,:, I 4X4 POSE p B x W I V an IL 51/F" 05TEE COLUMN I �" p-- - --- � ry 4 YJ, .� N 7 L- - -- ' 12'-53/4" , J Q�. � I X Il! 2x8 F.J. IL .; OJQI6 TO ouNDAT o TYPICAL. - - [Y',aT C. ,IANUARy ©Ca, .' . . W -79 A lee, 0 PEO ARchi ' J N SHR Orin Q SEE ROOF PLAN FOR TF ZLL15 FRAMING OQ m 5 E G O N I;� F L O O R F R A M I N G fa L A N SCALE 1/4" = 1'-0" 2 � z 4 � Cr O M M E N T 5I 155RIEP' POR PEIIII Z I/Ib/02 Q 155UED FOR CONST. 2/5/02 z ISSUED FOR CONST. 2/26/02 REVISED A6,PER 01.P6. DEPT. z LEGEND SUMMARY OF TOTAL THERMAL RATING ENERGY GODS COMPLIANCE: B/6/02 IF THe roTAL THERMAL Pl lTw66ELPA I66REAT THE ENVELOPE Ill OF n WILDIM616 IN cOMRIANLE I CERTIFY THAT THE OVERALL BUILDING ENVELOPE DENOTES WITH THe Ill cove. FOR THIS BMEETS OR EXCEEDS THE INTENT ROOF 4" VTR TABLE D EXISTING WALL UILDING ter. ON DENOTES 2•nny AREA U-VALUE USED RARTNGL CONSTRUCTION COPE FOR 6000 DEGREERDAYI DE51CN - - _ _ D R A W N 6 Y O NEW WALL A. WALL ASSEMBLY , AWGG Q AI NET w.LLs -56402 u„ p6 6.1 ;254 FRED H, rHRoo, ARcwrEcr PWDR. - - _ - - - - - -- DENOTES EXIST, O BE REMOVED u.. T DENOTES LOW ti 6LAzI. ASWpjj ug 32 6.1 -TO G H,E G K E P 6 Y PLATE, SEE SECTION AB Ug Z FOR HEI&HT5 FHT LAV WG. o ■ DENOTES POST AE. v6oR6 Ae ue ' DENOTES POSTED �— 2nd FLOOR ® LOAD FROM SUBTOTAL THERMAL RATING FOR SECTION A (AI+A2+A5) ;164 Y � ABOVE B ROOF/CEILING ASSEMBLYF- Z 6I. ReowcewNs A-�ig N� 63 -17 (- - - � - - - - - - - - - - _ T -. - _ Ur 0. 62 sxrueHr6 IM ,19 KITGHEN2'1 I I/2"� .. 1/2'� BATH - ATH .Q� PJ^ BII 10 I SUBTOTAL THERMAL RATING FOR SECTION 8 J 14EA M SCHWULEWG LAV LAV W.G LAV W.G LAV W.G. 540P , �I ALL MATERIAL FOR WOOD FRAMING TO G ENTER DATA AS APPLICABLE (EITHER CI, G2, OR GB) AA5 ER 5 R. TUb r I HAVE A MINIMUM Pb OF 625 P 5 1 cl. PLooR Ar0O62i let ur 6p p FLOOR ALD N I/2' B" 2" I/2' 3" ' 3"� 2" 1 I/2'NOMINAL LUMBER SIZE SPANS c2 FlwALL Z U (2) 2X6 UP TO 4'-O" wALL RERIMETEA re, AEOVE GRACE EPOS. !! G G 0. IF (2) 2X6 4'-O" TO 6'-O" ININI PERTH T (2) 2X10 6'-O" T061_01. e2+ nae u! 5• 9° O y¢.r: e<^ PoonN6 [7 (� (2) 2X12 B'-O" TO IO'-O" PERINETER R-vwwe UU ii ,[ L9 SLAB EP6E IN9ULAnON Q P05T5 SHALL BE 4X4 (NOMINAL) TIE INTO EXISTING APPROVED SANITARY p SUBTOTAL THERMAL RATING FOR SECTION G (CI+02.05) SYSTEM PRIOR TO HOUSE TRAP n Q 'NOTE. ALL SIZES GALLED OUT ON ANY OF CELLAR _ ui THE FOLLOWING DRAWINGS WILL all 21- THIS SCHEDULE +161 li D TOTAL THERMAL RATING (A+B+C) .,,ll, NN,pl ,,' .N a PLUMBING RISER DIAGRAM N 5 L o II - - - - - � I ,q — — — � 24"x2♦•x6-PcuREp �------------------ ax ---- -------Dz OC I GILTi1REO STONE FlNISH q jT'_b" AFF B SEE 5ECT. " Bxlb GMJ BLOCK J I z I !2) 2.10 OGA 61RpER -L-- _ Q I i I I - - - _ - - - - - J - - - - � PLAN VIEN - Z I I I u1 I I X I I I - _ ___, __ 10"9T0.UGTURAL COLUMN,PROVIpE � . W I I HTBBASEND CAPITOL TRIM REP.OPdJE0. d STONE VENEER W/ _ Z - IL Q v / J II - -- - ---- - -- - - ------ 5/4" x4"MAH06HAN pEGKIN6 o I / -- - - - -� J O � N o, im01 --- - - - o - - - ------- \ I 1, - �r— —— ———— _ —. 2xb CLEAR MAHOGHANY WOOD / J DECKING,BLUE. NAILED.T/F. 0 1 2x6 GLA BLOOKIN6 )(22x10 GGA MRDBR 'I a- ® Q A A 7' JA)wyARM 2�xiFL2 .h7 1'I —1x6 MAHbGHANY TRIM 3i m 1 1 IL W J N 4ON �t � 6 ' W 4 1 . I nl z � � I< - - / Q / 2x6 OJ 6lo 16"OG I \ �'p H. 24'x24'It0'P(AA3ED [V�fLQ� 1 WNL FOOTING BEYOND J (2) 2x6 (2) 2x6 (2) 2x5 — ELEVATION VIEW J P ! Q J - - - � In A ' FN 5 E G O IN L 0 0 R Gr= I L I N 6 J 0 1 5 T P L A N SCALE. , 4" xI'-D" i `.f I M 5 N T 5 I 1/115'!02 z Q 195= FOR CONST, 2/3/02 z 155UED FOR CONST. 2/26/02 i REVISED AS PLR BLD&. DEPT., z '•.• +nFn!•wy 3/6!02 ] O m h D I!-, F. is N 8 Y R., V GG I T +j/ +^\4 CHE C KBP 9' Y ' ill 4 yv PMT f- KIN& TRUSS EE DETAIL A115/4 Q 2x8 ROOF RAFTERS J 2x6 ROOF RAFTS ® 1 m lb" O,C 'III W xn ~ F X K 2x12 PAD ® FRAME- a J OVER Q m BE& aitca sEE-� ' Z ION E BR1116r 2.10 RIDGE 2X12'PAD `' ,lu� 0d) O ry ® � a PQ® ANTILEVER RIpGE PASWQ POST TO %f'POkT HIPSwAVL T o LL ',d6) 2x6 Q BEN LL5, III DORMER WALLS, TYP. z 2x6 ROOF RAFTERS 2x6 ROOF RAFTER5 : J m 16"'0C — O.G.T II U 5WEEPlROOF N 1i �5WEEP ROOF .y TH15 AREA, 5EE m TW15 AREA, SEE W SECTION "BB" 566TION "BB" Q 2x6 ROOF RAFTERS F 2.5 ROOF RAFTER5 x 9 W 2xB ROOF-RAFTER5 b' 2x6 OF RAF7ER5 Q m I6' O.G, m ffi 16" 00 } IN16-11 x0 U) - DOUBLE FRAME I)) / AT CHIMNEY '{ p 9 Z w ,,qr al's W V� w rc z � Z s„ A.5 O ?i 2,10 RIDGE 1 IL V ofqq w M XI T RDG EXI RIDGE TO REMAIN 2X12 PAD ~ © I I/1213/4��XOLLAM RIDGE AND EXIST RIDGE V' EX15T RIDGE A Q �i Z Z uC iW1 U1 „+j O A ' `EXISTING COVERED ENTRY ROOF TO REMAIN z ARC/,,, THgO d� i O Q ROOF FRAM I N G P L N SGALE, 1/4" z z I J d 4 4 1W d X i. F",SED A11 t In .D It A W N $ Y .`I Q 2 12 GGIf FST III q- EXI5T, EXI5T. q= - - FURR OUT EXISTING G HE G KG B Y i _ RAFTERS, USE INSULATION �- - BAFFLES TO MAINTAIN - _ I" AIR 5PAGE ABOVE FHT X - NSULATION Q _ REMOVE EXISTING GUT-IN / \\ HURRICANE GLIF, 1 DORMER, INSTALL NEW /7� _ ryp ROOF RAFTERS AS PER �! w 2x8 RA ® 16" O.0 PLAN, HALL f pX aX z X w w F ; -- II t 3 q Q - COVERED LIBRARY LIMING RM. II K ENTRY — z I 7l II'Ir b NO w i II . ._III ,–I1'I qII i Ii – IIT:—~ �o a w Q) I'I -J �-J L=� I STONE" <i Q Y –I i4 CRAWL SPACEn CELLAR — q �. NEW — X W IL .a In X S G T 1 O N /�/y• /�Ay` SCALE 114" = I -O" ju W Q qIF ]III i { MAINTAIN I" AIR SPACE LS 5� - �S ABOVE INSULATION, TYFIGAL X AT ALL CATHEDRAL CEILIN65 2 2 II f F f 12 I' r 2x6 STUD 'p 12 X q:�TCH WALL MATCH 9: o EXI5TIN6 III EXISTING �-7r-- l� 1 III BALLOONT F Fp R.AM WALL.E A DOUBLE HST. d � b -- BEADEWAINSGOTT TECO � FINISHD � � L I G N FOYER ¢ II-I11 !MUD' RM q KITCHEN 0 OQ RQm III:r _IJI 0 Di t H �®g -- --- – J D 8, N O. 0-10,16 , d — R A T Fr JANUfIRY, �OA'2 I v W - 'w'' - z —I F I L E N C', I6ALVANIZED m CRA7 Y.. SP. "TECO" EXISTING CONNECTOR, o ITYP. FIELD VERIFY FIELD VERIFY X r 61RDER SYSTEM _ 61RDER SYSTEM D ARC I Q I ii S GTION 53 SECTION EE d SCALE. I/4" P-O" SGALE, I/4" = I'-O" i a '1 X d � a i I } +++Ru•w� I, EO FORGO `f.,Il16l0 z - ; bW D FORCONST ZBBl02, ' Q SUaD EF2R,GdNST, 2!;@/d2,' z REV15w: R61iR z m "CULTURED STONE" Q FINISH STONE ROWN, TYPICAL G HY EPHE RK CUPOLA, OR EOPARK MODEL � /y z CENTER ON RIDGE ,/—� "-- - - - I 1 PIGAL EXTERIOR 4 O _ _ COPPER FLASHING AT CHIMNEY, TYP T-INISI"fTiiE �I CURVED - I Ll MATCH _6OO.F 12 'g F CONT RIDGE VENT EXISTING -- ---_ - --- SO YR ARCHITECTURAL ASPHALT ROOF F... r SHIN&LE5 UNLESS NOTED OTHERWISE z I � CEDAR PERFECTIONS SIDING 5" EXPOSURE FLAT SEAM . COPPER ROOF - - - - - -� -- GOPPER PAN ® i- - - - -" ---' - 56" HIGH RAILING AS PER CODE J `� Q WINDOW GUT-IN, COPPER Q _ TYPICAL _ SGUPPER5� �- LANTERN, 5" HALF ROUND COPPER GUTTERS J) REF OWNER WITH COPPER BRACKET, COPPER (rV Q FASG LEADERS AND RAKOES TO MATCH EXIST O gip, " EI� VENTED SOFFITS I 00 r IO" DIA STRUCTURAL COLUMN PROVIDE BASE ' - -' - -' -- - - - -- - - AND CAPITOL TRIM REF OWNER I - "ANDERSEN" WINDOWS AND DOORS A5 Q w PLANTER BOX WITH PER PLANS . BRACKETS u R G ADE STEPS TO &RADE W A5 REQUIRED �-I - 1 IL FRONT t, Lr= VA ION lu F a'I a J Z WOOD GAP WITH J GROWN MOULDING z (PAINTED) P IL El 't 0 n A Tel; JAI`, Aar,sO s k ' W kit. O � C� 1QIdWgaW101b _ IgD ARCyi i o R I G H T S 1 ZE E L E V A T ] O N SGALE, 1,4" = -0 Ilk, > a Q 0 J F E i z d Olt` I'I 99UEC1 �Folk ro'll REVigEr, rt,aeR er,p6,;n�r:: i WWI z w . b Yj A W N ES Y _I Q m �� 4G/PMIT w'HEG Kk`Ua� d rHT \ COPPER,WITH WATER DAM AT � STEP FLASHING �� 51♦A IN MATERIAL GHANSE, 'ER COP ICE AND WATER SHIELD } 1 . IN THI5 AREA Z � ROOF FC� .'. EYEBROW WINDOW - I� J : El I - -- -- - �- - - PLANT T -- 4_- Box I U i J Q � I NW RAD LL 11 11911 Ul p� W e/ ga's I L . ' SI t7E ELEVA ON � SCALE: I/a° = I•-o" � I I or U ` I Q CONT. RIDGE VENT 1 B/4" x II 7/6" MIGROLAM RIDGE - 2.4 COLLAR TIES ® I6 OG X MAINTAIN AIR SPACE J ABOVE INSULATION AT �_I_ jILIJ;i 2'-O° X 13 CATHEDRAL CEILING, TYP. �- - STANDING SEAM - - COPPER ROOF 0.1 2.6 ROOF RAFTERSFLAT\ COPPER E ROOF of »*• nr<•►t HURRICANE CLIP, I TYP. 1 I— IL f i I • 1- lI _F i J a pi Qici6 J �_ I� i � III I_.� - -'Ir T 11121 - } _0 �- pRIC VR o R E A R E L E V A T I O N SCALE: 114" : ©:: � Q 5 E Co T 1 Q N IQ IV SCALE. 1/4" = I'-O" T FN Lo!j F z Do SURVEY OF PROPERTY PEND ryM' rya co I- SITUATED AT NASSAU POINT TOWN OF SOUTHOLD 90- m SUFFOLK COUNTY, NEW YORK 2 / / , / o S.C. TAX No. 1000- 118-01 - 18.4 IN 78 MG/i � - SCALE 1 "=20' 484' E rem d x5 18.84' � "� y DECEMBER 28, 2000 wOOD euuMF1P % / � � � \ / / N 84'58'02" E S 8264 3 Bis / �/ ,, / \ / / / m DTIC k / / / / / / / /b A 26.64' � _ _ _ AREA = 48,332.70 sq. f}. PDLE (TO THE LINE) 1 .110 OC. 27 / / 0 Ro APPAREM NwN WATER uw 3— 1 ELEVATIONS ARE REFERENCED TO N G V D 192 DATUM 20 ,� FUG / / los / /3' NOTES: il11L il1L _ _wCB9- POS FM w�Es 4cM�. GUY / \ la s ti •a9ti�,y LE N 9 wt10-V -�- � "?9E/ / // �L / / y)/ o `"•°;� EXISTING ELEVATIONS ARE SHOWN THUS: 5 D to .,�, EXISTING CONTOUR LINES ARE SHOWN THUS: -- -s- -- - - c0. LµM B, )J —5 FlIG - w000 y - / / // / / / / / �•/ s s / / / zu:. /sem• �'aO I'A1 r rL - FIRST FLaaR ow ,JAL i 'L 1 IED _ / / / / / V / / �o�'� 7 FL - TOP of BULKHEAD D - BOTTOM OF BULKHEAD '6 \ UHWMD EDGE of n p -, i WEnANDS AS RAGGED ISI \ \ 1 ly r� $ � .�.A EN_WKSULTW I / A X00 / /x / \ TW TOP OF OF WALL O A SON MHUMY 17 20RH RAG =9 / / M� B W - BOTTOM OF WALL RAs - RAG_4 i� - _ - _ / / / X I / 2. FLOOD ZONE INFORMATION TAKEN FROM: J E4 / \! ., , - \ F S FLOOD INSURANCE RATE MAP No. 3610300502 G / � LOT Q� _ ti°'3_ .0 1� ZONE AE BASE FLOOD ELEVATIONS DETERMINED pWM o + _ _ 208 / / �. 1 ZONE X' AREAS OF 500-YEAR FLOOD, AREAS OF 100-YEAR FLOOD WITH AVERAGE i34 / \ / \ s 1 DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100-YEAR FLOOD. q'" , �; -' / j / / •' T° 6' p ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN. 99 ,m d ��`� - i / / �� l / / 1P1 R 1 i 4>• oho 3. LOT NUMBERS SHOWN THUS: GOT 209 REFER TO o• '/ / a LP. AMENDED MAP A OF NASSAU POIN �' t • I _ 20 's `'o SO, FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY p� Ise z� �- `;: \ ON AUGUST 16, 1922 AS FILE No. 156. F` � � Al 0 1 � •� � \ 1�2 WA1ER, \ V ` '4w, • �j. +n „b O2 �I N 9� iD NEI€A ro KV�EA� CP \ \ \ \ \ T44 \ \\ \ eh• N �1 �i D1�AP \ \ x214 1�T• ov Nom' �a ' S9 4O y� 0', .\ \ \ \ \\\ \\ \\ \ w,� � L&_ ^6i91f'"e \ I _ � \• .meg A ` �. '� 'F� ' 205 \ \ \ o/ = 9 17.2 -� 5— A A \ 9a AV A A V A '°(, ' 194 A OT Oe, ,JAL ,J4 \ \ \ b r �4h, •SCP\ . ` ><': Ea \ v203 _Fn i d �� \ \,JAL �� \ \ \ \ \ \ L, \ \ \ \ I \ ''°ka- \ — — — — / s• /' - N L 26' b i027o , 5, 0 A,' a Yk 6 \ \ \ \ \ \ q 1, S� • \ sip,- PREPARED IN ACCORDANCE WITH THE MINIMUM Q >\IJl�14 \ \ \ •e H} ( \ =174 / / /\ 298 STANDARDS FOR TITSURVEYS AS SUAS ESTABLISHED 34, — — _ -_ _ ./((( • / m e• %132 FFFOR SUCH ALSU AND APNEW YORKED ANDADOPTED_AND 44 s j 8,. 'ule\ \� � \\ �74?• • \=1 '. , i i e ` 16-4.5, a _ x� Y�� / N 20 37 / t2 w T+Wo uxe 'Tali �tK Go Pjre A OtipN A.ANO T_c{'� N �N \\ J1] �.• 1 1 9 Vv vuL`° ��00.7 ' � i_ 58 6 65„ , yF >38 \ \ \ \\ \\ 420 A A — — — — — — — — i m �O112 rjtxe �1 79• a Y — \ 10 6 C' �. \ �\\\ \ ^ • A. • A f ASPNLLT P/�1c TENT • e W N.Y.9 Lic. No. 49666 \ \ LC2 n, m.2 UNAUMORIM ALTERKRON OR ADDITION .A `9�• \ \ \ = TO MIS SURVEY IS A NOIATKIN OF 04� \�`\\ �- \, \ \A• � —1K SECTION 7209 OF ME NEW YORK STATE .IJ \ \� ` \\` L11 IR \ EOq pF A5 FTACCEp Joseph A. Ingegno COPIES OF UW. �\ COPIES OF THIS DR'S I MAP SNOTEA BONING Q ?F 'Y .?O• \ \ +\ \ •,a RUNG ON ,MNIypI. 1T , ME LANG SURVEYOR'S INKED SEAL OR /QUI Land Surveyor TO BE A VALE TRUE COPY BE coNSlDwm �C t9G' 41 �S \ 9 AL CERVI ME INDICATED N HEREON SHALL RUN 4 Q I1/\� YYL ,JALAll, AL AL �IIIL A L ONLY TO ME PERSON FOR WHOM ME SUMEY 0, v 65 J1IIL IS PREPARED, AND ON HIS BERATE TO ME V MLE COMPANY, GOVERNMENTAL ACFNCY AND 3 I •C MG DUE 6DrveyG - Subdiw510n5 - Site Plans - COnSfNLbOD Layout JR40ING INSTITUTION UM1113 HEREON. ANDTO ME ASSIGNEESS OF ME LENDING INSR- , 3„ C TUTION CERIIAGTIONS AAE NOT TRANSFERABLE. 24. T 3a IWL PHONE (631)727-2090 Fox (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1380 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS OF RECORD, IF RIVERHEAD, New York 11901 Riverhead, NOW York 11901-0965 ANY, NOT SHOWN ARE NOT GUARANTEED. 20-656 I } s PROCEED WITH UNDERWRITERS CERTIFJ1 A e 4 M N E " T s OT R ' DON La7uIREo 1,9�z 155UEb FaR caNSt. 1/10/02FRAMING UNTIL SURVEY AP R VEDASIEO ssu�v FOR 044.. Q �F FOUNDATION LOCATION z Rf?�$1`I�.--� I95UED FOR cory9T. 2i5r02 z HAS BEEN APPROVED. DATE: ISSVW FOR CONST 2/;0/02 FE�� ew. ME Td:=Y BUILDING DE ME 'REVISED AS PER BL06. DEPT., :r '802 9 AM TO 4 FM FC' ^TNG INSPECTION& 99104 Z 4TION • TWO RE W MEDCONCREM JKi OCCUPANCY ORD 11111 W N Y " ' 1 FRAMING i FLf O ATION Q USE IS UNLAWFUL W%I. • CONSTRUCTION WITHOUT CERTIFICATE "a"TETE ITooA SHALL rr•,• 'r Cc OF OCCUPANCY GUIREMENTS OF THE ra. r, c H E c E Is 'Y I _ CONSTRUCTION i ENERGY2S. NOT f .-SIGN OR CO RESPONSIBLE ILII ACTION ERROR:? FHT 11 O ERY I�0 PROVIDE OPENINGS FOR N AD RAERGENCY ESCAPE AS PROVIDE SMOKE-DETECTING Ul ALICE S REQUIRED BY P ALARM DEVICES ~ s Erre ART. 714 OF I z P/0 LOTf os1 Y• 51ATE BUILDING CODE. AS TO PART.721.1 z 4 �o N.Y.S BUILDING CODE. Q 0110 S 47°57'00" E 58.00' k _` 0.00 5 3g°43'50 " x o PLUMBER CERTIFIC�a�a CAV ' 4 15p II YAC SIVA E ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY N —$ O - - - - - - - � •.' IAl4TER Zco a W •d E / / HATCH INDICATES ONE 'faT l 40 p0' / / STORY ADDITION 5 61 HATCH INDICATES �' / PROPDseD ROOFED PLUMBING W s N a �,� DECK ORAVEL "�� as< 1X0.00' I N Z HATCH INDICATES ONE—� m DRIVEVWY �coU"o�� j ap °mr�O Cyt <S ep sroRr ADDITION �� �� A ` u°N JI'S �o oo• '� ALLPWMBING WASTE \ F F � S WATER LINES NEED Z �,,. j � \ 1 �'"��j ,a°°' TESTING BEFORE COVERING O S 1 1 z re HATCH INDICATES EXISTING I/2 9TRY HATCH I (GATES ONE Q 9.57 E \ I PROPOSED DECK _ °� �',"�D DN�I.LN5 - STORY A TION / \ v odd FL 2111' W 10.32' HATCH INDICA �� yz o �� �1 PROPOSED ROOFED �� �9• ° PROVIDE ANTI-SCALD AND/OR W vecK THERMAL SHOCK PREVENTING HATCH INDICATES r mH' HATCH II ATE55�EE ,�O DEVICES AS TO PART, 902.6(K) DECK N.Y. STATE BUILDING CODE. PROPOSED ROOFED STORY ?,D ION 7 50MIN. REAR YARD SETBACK 2 `PROPOSED 2ND STORY LANpINb 2 q� A�) b� HATCH TE i Foie Li �ww, 1 / lb / REPLACINb SUNROOM / / ° / W M ,� Q t 2NP STORY ADDITION tx+' lu �Y ^ ^ AeO If Copper tubing is used ILI 0 ^ / 5TEPPIN5 ) forwat!9 distributing eouLDE�i / X00 system. piping shall L onlbg z �� O / of NPes K o J Z rc 9TOId V14L / / / e°p0 G UNDER\N REQUIRED TIFICATE / La 0 N$. 6 Z ' iTRc3cu411"'c2 ,7o"'c 1p3p17 5 O0 . Id o < � T °S, y Q 1f1 :I gT cu WdJ' GvwEL oRNEs'p_ �J �l �R °uav[ I � ��0V � ��oH'� 5g. 40 110 �z4'1. 51 , Pio X07 3� .24 78. IUW?i N 32'02nE.ED) e SJUCT,OE Q(9Y 10, 248b N j' ' 'pa040' 10 n Gg OF "i63.9`E"e ` 7' / . LAGpON z i —i �w NN 7'38'07" W POND TIO SHE . O o DoT �� nG ��� 4�5g" WNTA ei / " E,°E / N 6 457' M WUNNE 177 Z6N0 ATERwAY Fg0 r �2, 69'2, 65' W z / �I 4 � I J q 6 M O. ,,Olglb I Q DATE, .JANUARY, 2002 S i� F I L R N O. 1 TE LAN , I SCALE: I " = 20'-O" F FOR LOCATION PURPOSES ONLY, INFORMATION TAKEN FROM SURVEY DATED 12/128/00, BY JOSEPH A. IN6EGNO L3. e, \olawge�o101e I L z CHI � f O � I OFN� F z ,� Q �- C O M M E N T 5 16GUED FOR PERMITS: GENERAL NOTES : 6,02 z THE ARCHITECT WILL NOT HAVE CONTROL OR CHARGE OF AND WILL NOT BE I6.OPENIN65 FOR EMERGENCY USE SHALL INCLUDE DOORS OR OPERABLE 155UEP FOR CONST, 2/5/02 QRESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TEGHNIOUES, SEOUENCE5 PARTS OF WINDOWS LOCATED AS TO PROVIDE UNOBSTRUCTED EGRESS ISSUED FOR CONST. 2/26/02 4'-4 AND PROGRAMS IN CONNECTION WITH THE WORK TO LEGAL OPEN SPACES, SUCH OPENINGS SHALL NOT IMPEDE EGRESS IN zAN EMERGENCY $ SHALL HAVE A MINIMUM AREA OF 4 50. FT. WITH A REVISED AS PER BLD& DEPT.: 5'-10" I.THE CONTRACTOR SHALL GIVE ALL NOTICES t COMPLY WITH ALL LAWS, MINIMUM DIMENSION OF 15" WITH BOTTOM OF OPENINGS NO H16HER THAN ORDINANGE5, RULES, REGULATIONS t LAWFUL ORDERS OF ANY PUBLIC B'-6" ABOVE FINISHED FLOOR IN ALL ABOVE GRADE STORIES B/b/02 AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK t SHALL ALL HABITABLE 5FACE5 MUST MEET THESE REOUIREMENTS. z PROMPTLY NOTIFY THE ARCHITECT IF THE DRAWINGS t SPECIFIGATION5 19,ARCHITECT 15 NOT ENGAGED FOR 5UPERV15ION IN ANY CAPACITY UNLESS W ARE AT VARIANCE THEREWITH. NOTED OTHERWISE. j 1 2CANER AND CONTRACTOR TH ALL ARCHITECT 4 THEIR AGEN75 4AEMPLO EES FROM ALL LL INDEMNIFY AND DCLAIMS, DAMAGES,HARMLESS THE 2OSTRUCTURAL POSTS W ERE LOADS ARE SOLID 51-00<1146 19 70 BE INSTALLED NO BE TRANSFERRED TOFLOOR SYSTEMS AHEADERS, IV R A A N B Y - - - - - - - 7LOSSES t EXPENSES INCLUDING BUT NOT LIMITED TO ATTORNEY FEES BEAMS, OR OTHER MEMBERS BELOW. O I I i ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK 21.TRENGH FOOTINGS, WHERE PERMITTED BY LOCAL BUILDING DEPARTMENTS, AN/GG PROVIDED THAT ANY SUCH CLAIM, DAMAGE, -055, OR EXPENSE: ARE TO SUPPORT ONE STORY ADDITIONS ONLY. Q F 1 __ _ _ ' (1115 ATTRIBUTABLE TO BODILY INJURY, SIGKNE55, DISEASE, OR DEATH 22LAMINATED LUMBER TO BE GEORGIA PACIFIC 6-P LAM LVL 1.6E SERIES LL GRAYVL SPACE - OR TO INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER (OR EQUAL). LAMINATED LUMBER TO BE FULL SPAN MEMBERS TO LOCATIONS G H E C K E D 5 Y .1 THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTIN6 INDICATED ON PLANS - NO SPLICING FI MITTED. LAMINATED LUMBER 15 _ I 1 a NOT TO COME INTO CONTACT WITH CONCRETE. IN CELLAR GIRDER LOCATIONS 1 THEREFROM AND 0 POVIDE EW 2" CONCRETE (2)15 CAUSED IN NHOLE OR IN PART BY ANY NEGLI&ENY ACT OR EXISTING PROVIDE GGA BLOCKING ALL AROUND BEAM POCKETS. MULTIPLE MEMBER BEAMS FHT H a 6x16 VENT TURN JOISTS - OMISSION OF THE CONTRACTOR, ANY SUBCONTRACTOR, ANYONE TO BE FASTENED TOGETHER A5 PER MANUFACTURERS SPECIFICATIONS. N n9 SCREED GOAT ON ALL - - _ _ __- - DIRECTLY OR IND REGTLY EMPLOYED BY ANY OF THEM OR ANYONE 23.ALL STEEL TO BE ASTM-A56 AND TO BEAR ON STEEL COLUMNS AS INDICATED z '�X •1_u UNFINISHED CRAWL SPACES. _ -_ -'I'. ---" - - ON PLANS WITH MINIMUM 5/8" BEARING PLATES UNLESS NOS'E'D,OTHERWISE.FOR iNH05E ' Q - W_� WHETHER ORA"10T (TNS OF IN PARTBY ANY PARTY RINDEMNIFIED 24 480LE N4 SCHEDULE PROVIDEDL FLITr H PLATES TO BE ON PLANS. SAND TO'BEAI�,ON WOOD POSTS AS L - - - - - - - - - J - , J 3.ALL INTERIOR PARTITIONS TO BEAR ON DOUBLE FLOOR JOISTS INDICATED ON PLANS. FLITCH PLATES ARE TO BE BOLTED AS PER FLITCH PLATE N ' - - - - - 6 I6' O -72X;-2x6--- GA W '1 (FLUSH) I S.AALL CONSTRUCTION 4 INSTALLATION. LL CONCRETE TG IIIi( d,F I b ALL WOOD CONCRETE TO HAVr A MIN. OF STB BEAMS P058,DAYS 2&.ALL SKYLIGHT STUDS, E 4 ALL CODES t RE&ULATIONS Or N YS BUILDING CODE SHALL O�RO BE DOUG 27 HOMEOWNER AND/OOTHER MEMBERS R GONTO BTRAGTOR BE DOUBLE UBLEFRESPONSIBLE ROITH JOIST VAITH���OISTR ALL HANGERS. N ER5.N OVER 25 ALL FLOOR OR CEILING JOISTS INHICH ATTACH TO FLUSH HEAVERS, BEAMS, R Z � Q Q .., W O II FIR NO. 2 OR BETTER WITH Fb = 1,200 p s I., SINGULAR, Flo = 1,400 ps I , REPETITIVE INSPECTIONS DURING THE COURSE OF CONSTRUCTION. ARCHITECT 15 NOT Q .: S p I N,' TALL FOOTINGS TO BEAR ON VIRGIN SOIL WITH ASSUMED BEARING CAPACITY RESPONSIBLE FDR CERTIFYING ANY PART OF THE CONSTRUCTION FOR WHICH .^ dpi xp. OF 2 TONS. IF FIELD VERIFIED 501L CONDITIONS VARY, CONTRACTOR 15 TO HE DID NOT V15VALLY INSPECT DURING CONSTRUCTION, H L J V 1 I LLO ry 5'-10" NOTIFY ARGHITEG'- IMMEDIATELY BEFORE PROCEEDING WITH ANY MORE WORK, 25.ANY PILES MUST BE CERTIFIED FOR BEARING CAPACITY E 1 GRA({L SPACE J �Op E 6 ALL ELEGTRIGAL WORK SHALL CONFORM TO THE LATEST REV15ION OF 29.ALL DIMENSIONING FOR WOOD FRAMED WALLS ARE TO THE BARE STUDS x, _LL NATIONAL ELECTRICAL GODC-5 AND SHALL BE INSTALLED BY A LICENSED a UNLE55 NOTED OTHERWISE. EXISTING I O - ry INSURED ELECTRICIAN 50 ALL PREFABRICATED TRUSSES TO BE ENGINEERED BY OTHERS OWNER OR PROVIDE NEW 2" CONCRETE �LL I� 9.ALL FLUMBING W092K SHALL COMPLY WITH NY5 BUILDING COPES AND SHALL CONTRACTOR TO PROVIDE ENGINEERING AND DESIGN CALCULATIONS SUCH 66 OO Iv A ' CALCULATIONS SHALL BEAR THE 5EAL AND 51GNANRE OF A LICENSED13 SCREED GOAT ON ALL LL H J 1 8x1b VENT BE INSTALLED BY A LICEN5EP If INSURED PLUMBERPROFESSIONAL. N O UNFINISHED CRAWL SPACES . ` 1v 0 g 12.6 Or D.J. W/ sOREEN 10 KITCHENS [ BAT(-5 TO HAVE EXHAUST FANS AS PER N.Y.5, BUILDING CODES 31 CONTRACTOR SHALL FAMILIARIZE HtM5ELF WITH THE PROJECT AND CONSULT ry 1 J 1 V - - J� ® O.O - TYPICAL 11 DOMESTIC HOT WATER PIPES TO BE INSULATED WITH THE ARCHITECT WITH ANY DI5GREPANGIES PRIOR TO STARTING ANY WORK. Z O - - - - v - - - - - - - - - - - - - - _ _ 12.PROVIDE GLOGK TYPE DAY/N*HT THERMOSTAT, -- - --- - -- L " - 13.EXTERIOR DOORS AND WINDOWS TO BE INSULATED GLASS ANY DOOR OR WINDOW -_ -- -- NLL - r - - - - - - - - - - - - - - - - - - - A17H GLASS LEI5 THAN 52 DO NOT G D _ SPACE ACCESS _ a IS PROVIDE (2)2"X6" HEADERS 33 INTERIOR FINISHES TO BE SELECTED BY OWNER _ _ _ " ABOVE FLOOR, THE GLASS IS TO 8E TEMPERED 54. PROVIDE BLOCKING FOR FLOOR JOISTS AT 8'-O" OG MAXIMUM U TURN JOISTS r 'PROVIDE DRAWL 41NSTALL HARDWIRED SMOKE DETECTORS IN ALL BEDROOMS d ONE ON EACH ,¢', }} CELLARS 55 SOIL BEARING CAPACITY IS TO BE A MINIMUM OF 2 TONS PER SQUARE FOOT 0 - - - I W� LL RS OVER ANY WINDOW t DOOR OPENING UNLESS AS DETERMINED BY A LICENSED 5011-5 TESTING AGENCY - Y L —11 11 - " 5'-4 1/2" NOTED OTHERWISE 36 CARBON MONOXIDE ALARMS TO BE CERTIFIED BY A NATIONALLY RECOGNIZED (2)2X6 CGA O �_ 12Xb OG - q 16 ALL HEADERS 6OR LARGER MUST HAVE DOUBLE SUPPORT STUD5 TESTING LABORATORY AND CONFORM TO UNDERWRITERS LABORATORIES SLUSH) Hp HLLQ 9 LEDGER U �- - 17 ALL LUMBER 6 PLYWOOD MUST BE &RADE STAMPED STANDARD UL 2034. UNITS MUST BE EQUIPPED WITH A DIGITAL READOUT OF 0 JIJ WQ Iu-JIL L —_ — , ILO I Go CONCENTRATION AND A BUTTON TO INDICATE THE MAXIMUN CO CONCENTRATION IN, U I Q xWLLLI ul IL-1- z:o pj SINGE IT WA5 LAST RE5ET. LOCATIONS AS REQ'D, d�Il p �9IIO w! i,l m m Q 7 i -, j U PROVIDE AOGE551 m `�I d 0 d �I AND VENT 1 (2)2X10 -- ofl o ° L ❑ 1 BEAM W " ° Xml ® �I L � Ex1sr. 2x6 F.J. Ex1sr. 2x6 F.J. LLJ L _ J � I ry\ X . 1 2x6 F.J. O.G. LL J TMPKET, p O ry Y' ' X d , 2x& Q.G. LD " 0.0 1 1 GRAYVL SPACE oI a (FIELD VERIFY) (FIE ry LL I N • 1 '-6" 9'-B" B'-e" r-—� 2"OVER & A CONCRETE SLAB • J - 1 EXIST. 2x6 F J. EXIST. 2x6 F.J.FJ2X6 GGA OVER b MIL VAPOR BARRIER ^ Q ' �L�H)GGA •2 O.G. •2 O.G. (LEDGER ON TOP OF WELL COMPACTED '■*"'■• I- -� (FIELD VERIFY) (FIELD VERIFY) SOIL. q W TURN L � L - - - - - - - 1(2)2X6 JOISTSall 0 IL PIER TONG. - ,: 1 - - - - 1 *. „ 1 - - e I ER Oil VIRGIN 661 N501L, m 6' GONG. PIER 11 SENEAT¢I WALL A80 O 5'-6 I/2 4'-4" z (2) 3/4' X 5 1/2" LVL 8-10 6'-II O1 TO VIRGIN SOIL, 56" MIN. g� COLUMN B 1/21, 1ON ASC 1 �� ,_ „ IT-6" 6 b x V 8 - - I I 24"x24"X12' 11'IK. m PROVIDE CRAWL d I v q 6 9 6. 9 6 O ' TYPICAL 0 DRILL t GROUT IN G r - - -, - - - - - - - - - - - - - - ~ ! CONCRETE PTC. 5PACE ACCESS Q GRAI 11- SPA E 0 I 2x6 GGA D.J. N��1 LL UU W a O PROEXIVISCREDE GEA " ALL S ry2X 1�L ING ', I` - • -OD- GROUT, AS Or,. VERT. D - - - Ir -_, - - - - - - VV SCREEN - - - - - - --, L PROVIDE NEW 7 GONG • e" O.G. VERT. TbAffw-- l= �( (SHED RAWL SPIA�'�E� L L I FLUSH GIRDER W - •xb O - -O - - - �xb - - - - - - - ry 1 LL 2 _ - - - - - - - - W - � L F. py� 16" 4 o RAWL 'SPACE 01 (2) 9%�X/5112' LVA EXISTING EXISTING 5'-B I/2" r'-5 I/2" 2'-5 I/2" POURED CONCRETE SLAB ' z 11 YI d 0 (FIELD VERIFY) ry (FIELD VERIFY) ry J OVER 6 MIL VAPOR BARRIER. ( LL O :D ry d - � _ INDICATES POINT + N TOP OF WELL COMPACTED LL� z µ FROM COLUMN ABOVESOIL m x•o 'I' __- "r _ r I � L L Q L. :� L C L L � CRAWL 5P. 7,(-U " m rYP. L _ J L ' " J L L y • ry o EXISTING ExlsrwG a m > Q - --- - __. - - - - - - - - - - - - - - - - - - - - - - - W • O.G. � - , 16 - - - - - - -- - - - - - - - - - 1 " � - - - - - _- - 2x6 F.J. .0 VrRIFY) J -- - - - - OPG TILEVER - - - --- - - PRA . _ ADUBLE ERhME L gKb P 1 2x16 PN6 1 7K6 PN6 L- T 1 - L _J L __ - -_- - C -V IDE ACCESS T B- - - - L L � ❑ r r 6 o.G. • o.1.c. • o.c. r a RfAWL SPACE, TP. . ] - - - --I 9=11 2 _ (FIELD VERIFY) (FIELD VER( (FIELD VERIFY) 3/4 x_5 2" 5'-2" 5'-2' S'-2' 5'-2" " v z 2x6 GGA DJ. / I (F a (� 20"X20" ISM PIERS ® o.G, ' ___ ' _ EXI5T._(2) 2X6_ _ 6j ON A 24'X24 Xb'TH. I' �-�'—- �- FLUSH BM. _ _ f _ ", } XI2 ? IZL POURED CONCRETE 2x6 PLooR Jolsrs L J L L J LL_ -1 FOOTING, PROVIDE t CELLAR "T `? 5' • Ib' OG REPAIR TERMITE EXI5TIN6 I O 4 ? Q HEAVER. SEE FOR I 5SEE LEVO- 11 EX16TIN6 (DAMAGE IN 2x6 F.J. } p THIS AREA (F ELD VERT � ) 7ION5 FOR HEIGHTS. - H RAM 1 q Z h f 7 F I - I UNEXGA- 1 j Y 5 E 1 (EXIST. GIRDERS ___�—_—_� i I 1 Q p PAG I AND PIERS - - - -� - - - V�1TED LLL JJJ ddZl . - 2" CONC. 5LA8 oven d IIS �1 t- b MIL V. BARRIER i L L L - iTYPIGAL r STOOP OVER O R�M OVE EXI5TIN6 EXISTIN& 31/2 xl - - - - - - - - - - - - - - - - - - - - - J O B NO. , OI O i mll . q STL.. COLUMN 6 L - - - - J L L L - - � II �� F-bl)NPA41oN BENEATH �I 06 µl d. ry SOLARIUM. INSTALL - - - - - - - - - - - - - - - - - - - - - - - a Q I NEW FOUNDATION A5 I FI F I EW 20" X 20" GMU D A T9. JANUARY, 2002 I „ INDICATED m O FI EXIST. 2 6 F.J. 1 EXIST. 2x6 F.J. PIER ON EXISTING II (2)2X6 GGA 11 •16' O.G • b O.G. FOUNDATION, DETAIL F I L e N O. (FLUSH) -f L L L - � - - - - - - - - - - - - - - - - - - - - - J L - PIERS,AR TAILS.GK 711-s* lol6 IELD VERIFY) (FIELD VERIFY) - — L'_ N - - - - - - - - - PIERS PTAILS. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O J015TSVENT EXIST. 2x6 FJ. Jolsrs REEK ALIGN •16" or, A (FIELD VERIFY) z 6" 0 GONG. PIER TO 1 G ' �0 ARC/y//, �. 1 VIRGIN SOIL, ,i/Rp0 p 36" MIN. � LEGEND W - EXISTING FOUNDATION WALL 5'-61/2" 71-9 S Q - - - - - - - - - - E NEW FOUNDATION I - - - - - - - - - WALL EXIST, FOUNDATION F O U N fl A T 1 O N P L AN I� - -- - - - TO BE REMOVED SCALE, 1/4" = I'-O" z NOTE: FIELD VERIFY ALL EXI5TING CONDITION5, NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. NOTE: ADJU5T HEIGHTS OF NEW FOUNDATION AALL5 TO ALIGN NEW AND EXISTING FINISHED FLOORS. Q ' I I C O M M E N T § K 2'-9" 16'-IO 1/2"+ 6'-4" 7'-0"* ISSUED FOR OONSTRIJGTION: (/16/02 } B 8 5 5 3 0 Q ISSUED FOR CONST. 2x5/02 195UED FOR CONST 2/26/02 z REVISED AS PER BLDG DEPT: 7 Z EXHAUST HOOD 9/6/02 III TO EXTERIOR \ R h - - ! REF D R A W N B 'r O J\ --- -- . Q U+Q �i 7 AN/GG \ _ _ �-�— _ G H E G K E D B Y ' FHT D LAV Q o UI - _- SLOPE______ m , �- L�L_..Jll VENT TO WORK ISL,LND EXTERIOR Qw I q E L¢ 5 ¢F_z9LL��_L�pJrRL__ 9-LITE EKT `HEAT � � -- - - -- - - - ', -- -- - - P kJ Q oc } KIT HEN O z <, X WOOD GEIL N6 A5 PER OWNER R O SNACK PENINS ROD AND GL 2°_ _- _ (..) - W _ DN A s INDICATES - _----� J I ULA (2) TR2416 (2) 7R2416 O .; Q I SHELF, TYP '12446 (2) 2446 (2)12446 N = TI----1T-- TI- - I V I I I LINED DROP I " N LEGEND z II II _ 11 II II II II � ' Y I I I I I I I '61 V O 1 DENOTES II a REPLACE EXIST COR � EXISTING WALL II II 1 0 II II II II 11 II II m II I1 II II (ry O V '\ II II II II II II II Y �� DENOTES L I 1 1 I I I 1 I �I - Ip -1 -- _- -- - - DENOTE5NEA LWALL O I 1 1 1 1 1 1 1 1 5 I VDY O 1 t�REAT� ROOM I I ' 1 HIGH CEILING .,N 1 ATHEDRAL 1 1LN6 1 I 1 I 11 N ry I I I 11 I I ry TO BE REMOVED - _ _ - - II II I II II Q V w d DENOTES LOW PLATE, SEE SECTION d FOR HE16HT5 EI y -'--" " ti II 11 II II II II II tu ,1,q IDD I I I I I I I I I I I I I I 4 � —__-__-- __ I I 1 1 I I I I I I 1 1 I I � DENOTES P057 � •� 'i II II II I II II II DENOTES POSTED DENOTES HIGH ALIGN WITH STAT. PLATE ® LOAD FROM V I 1 1 N I 1 1 I WINDOW ON THE ABOVE OPPOSITE SIDE �p - - °I ARCHWAY OF 55" x 5 PORCH ry�ry� 2446 - ---I h 5/4 x 4 CLEAR MAH06HANY WOOD DEGKIN6, GLUEDNAILEDt �LI(VE OF DORMER ABOVE W r DECKS' TYP. ALL WD. 5_0. O� � ' 1 POYERIEILIN6 5-O"+- N a1 11 -_ _ - - - - - - - - sQ'�PI B 2-s Ea Ea. 4_5„ L - iL _ - NOTE Aw OIWLO I IL2046' 2046 ,(2) 274466 2046 HATCHING INDICATES AREA OF h m CULTURED STONE VENEER AND Y +1 WB W w W�K p STONE GAPPIN6 INSTALLED A5 ' Q - _ O - -1, _O p- p, PER MANUFACTURER, SEE m zW 4�- - 9TAT55 �O HST tMATCPL6ATE 2ce2 JUNIOR SUITE #I ]� 2 � 2 ELEVATIONS FOR HEIGHT AND DETAILS CATHEDRAL EILIN6 /y{ F- UP O, RT A55 WA 9. 7'-6" i PLATE B'-O" �� ® �_ LAV. SIDE MATCH FOPPOVTE JUNIOR 14R I + o PROVIDE PEKING r' T,, Q m PORCH 1 O I EO EO. N SLOPE EIFERGENQY ESCAP@4 FE SUITE >•I 42" STAIR Lill, P R. W.I .G. REQUIRED a3Y PART. 7j�Af BATH a z - h--- LIBRARY r EENT Tb 1 n .lsl. ::'11�TE 1,197 °��G MjSu 1.. EXTERIORE� TUB z N AeovE L - -- - - - r I NE E WALL r Q .. T ' I m d - 6° ARGHWAY O I AS r c m v - w _ m ® H i Q VENTTO DRYER m J EXIST. GHIMENY I I - - - _ EXT z d IOu - - -- $ TO REMAIN 5TRUDGTURAL m I ( _ - - __ _ - _ - __ Ef F IATTIG W o I m ✓ n P II Q LAUND -ff u < I 2° - - -1p LL N w, COLUMN, TYP, LINEN - - - L - -J SOLARIUM Iii c = 4'-61/2"t GOVI=RED m LIVING ROOM OI K EwsrlNb ® PROVIDE OPENENGS PI X PORCH FIREPLACE w I QII ® EXIST } - " LL - EMERGENCY ESCAPE IAS z DN Io LL °mlI GSHWR REQUIRED BYYµPART. 7{14 f c 2° ® N Q VADJUSTRADE TO O w m I I O I i JUNI6fkIt PPLIDI�L'�D AINTAIN LE55 THAN K Q " BETWEEN DECK ND GRADE, NO VENT TOLINE-?F `I ry al W - LINE OF WALL J i� N X H NDRAILS REQUIRED, I� L_ ---- NXTERIOR' --'- -- - r W J O B N {'J. . OI016 Ka ABOVE r ---- -- .. . LL - -- - - - WINDOW SEA m ICL N 4 A'Yk+ J,Mw1A�tYpQ 4 d l a Iral 44 I I t 2092 2446 EXIST. INDICATES "CULTURED; T`-� _ 11 (3) 2446 ' STONE" VENEER W/ STONE (2)'2446 I S }�� I REMOVE EXISTING I GAP, REF. OWNER `r 'V - / 1�� A I I '� COLUMN. REPLACE GWlgSg�(JlQlib i9 EXIST, 1 WITH PIER/GOLUMN STEPPING - - - ---- -J� �+ SIMILAR TO DETAIL z BOULDERS A-5 + O EXIST 6 5 PS E� ARC/y/�, I QoN TSR oFc w -1' 4'_0" 2 O 1/2"t 25'-51/2" + Q Ul 66'-2 v2" H i P I R 5 T F L O O R 1 L A IN SCALE 1/4" I'-O,r z NOTE ALL WALL5 2x4 ® 16" Or, CONSTRUCTION, UNLESS NOTED OTHERWISE ODEN0755 HARDWIRED SMOKE t CARBON MONOXIDE DETECTORS, TYPICAL 'I 1 } d G O M M N T S 155UED FOR GONSTRUGTION. } - 15SUE12 FOR FOR r 5T. 2//5/02 z 6/02 z REVISED AS PER 151.06, DEPT, z I DENOTES EXISTING WALL !/6/02 _ _ I DENOTES NEW WALL DENOTES WALL TO BE REMOVED DENOTES LOW U I PLATE HEIGHTS EGTIONS FORGHG K,E,.D B V �� (- - - - - --- - -- FINISH DECKING A5 PER PLANS FHT ■ DENOTES P05T _ DENOTES POSTED z' ® LOAD FROM � �1 i GGA WOOD BLOCKING Q ABOVE RIPPED TO FORM LEVEL PLATFORM } L — ! z �_ _ 60 MIL EPDM PAD .�.' 51DE NAILED Q 20'-5 1/2" ' I J d 10'-6 1/2" * 5'-5" ^ W-6" ADJUST BALCONY LOCATION N p TO STAIR "DUCK" BOARD' DETAIL SCALE - 1 1/2" = I'-a" ry d I a �n A L IG N to _ W PROVIDE ELECTRIC OPENERS, TTP ' iv 0 - SLOPE : im SLOPE � �0 cryy VV lk A5EPER�DE - ry p I LANRIN — — — -- lu rc �I Q L DENOTES LOW Q I 5LOPE1 �Lpp PLATE EXISTING STAIR I V = U- DENOTES LOW - - - -- - I I 4'-6" Q PLATE H" N. zN N Cr— n 14R _ I I EXISTING LOW 1 PLATE A 2' m jq'-6" 5HELVES N I -q v �a OUT VX1Sr m al J )!QX Z 0 c I�\Y / �tytt�GS F I L — a r" eE NS - - - - -__ vtOFop - - --- - :A 6 I - - MA5 ks . wG � r - - - ---%7EI CATHEDX EXISTING O < CO �,\'• OUT J -- - ---,p PROVIDE DR. pp STOPS IN NEW OR EXISTING CHIMNEY a z - - ,p " SMOKE DETECTOR AND CORBEL O CARBON MONOXIDE z __ _ L DETECTOR AS PER CODE. FREE SYANDING TYPIG� AS INDICATED ---r — -- -- ROD/SHELF —�- ---- 0 _ _ a i WALK-IN GL. �- PROVIDE COPPER SLOPE I 1 SLOPE\N z SCUPPERS TO ROOF I LOW SHELVING/SHOE RACK 1 , I d 5'WI rSOA HST. fiH IGND W H&T. 3 WIND HGT d i IY MAHOGHANY "DUCK A551 ASI A551 — — — — — _ LINE OF WALL BELOW J EXISTING LOW 1 Q BOARDS" OVER EPDM DEN'0-S5 LOW PLATE PLATE ROOF SYSTEM, FULLY ADHERE MAT TO 5/4" PLY- CH EXISTING J O B N O, , 01016 WOOD PROVIDE (2) - d COPPER 56UPPERS 1 TO ROOF 10 A T E. JANUARY, 1002 (SEE "DUCK 50 " DETAIL) i, F I L F. N O. i 0i \Oldwge\01016 ' i Q rtf' 4"' ARCH/r d ya a •THaa0FOT 0 ¢ I > " d s> Ne 1 SE G O N 17 F L O O R P L A N SGALE. 1,4" = 1'_15 NOTE, ALL WALLS 2x4 0 16" O G. GON57RUG7I0N, UNLE55 NOTED OTHERWISE t� 00ENOTES HARDWIRED SMOKE ! CARBON MONOXIDE DETECTORS, TYPICAL ;) z 1y } Q G O M M E N T 5 ISSUED FOR PERMITS. X1/16/02 ISSUED FOR CONST, 2/5/02 z ISSUED FOR CONST, 2/2¢/02 F REVISED A5 PER Rvo DEFT,; z W 6/02 D R A W N H Y Q \\\ \\ 'H_ ' ' • `� M�¢ /�/ EI 56HE Vim• —METAL STAP OVER RIp6E AN/GG _ X 2X0 COLLAR TI 5 5ANDdIG ON I I ROOF RA TER, NAIL SEcy�ELY TOP ATE AND RIR (2) 2.12 i ALL MATERIAL FOR WOOD FRAMING TO G H E G K E D 8 Y ! HAVE A MINIMUM Pb OF 825 P5.1 Z 711 ' -' -- LVL PHT ,I _ _ _ (— NOMINAL LUMBER SIZE SPANS i va" K Nb TRUS E DETAIL X X� _ \ / )' �� (2) 2X6 UP TO 4'-O" 6 LOCATE ATI TEN RSE (TION OF HIPS AN Iff DGE O (2) 2x8 4'-O" TO 711 l� 2) 2-) V ( X10 TO 5'-0" _ x (2) 2X12 8'-0" TO 1O'-O" - z U ® POSTS SHALL BE 4x4 (NOMINAL) E (2) 2X5 COLLA_R171ES SANDWICHED bN T a E STRUGIURAL RIDGE DETAIL q, _KQOP R FTER,_NAIL W—Wt LY TO PLAT T4ND RRA- x *NOTEALL SIZES GALLED OUT ON ANY OF N s ALE: su' • r-o^ ` --- - - - A ' THE FOLLOWING DRAWIN&5 WILL SUPERCEDE I- THIS SCHEDULE. J = J Q 4X6 POST 1' 4X6 P05T (2) 2x5 (2) 2xB (2) 2x8 C— ---- '�i LESEND N HATCH INDICATES 2X4 y DENOTES KNEE WALL STUDS AT EXISTING WALL 4- W JOz 16" OG TO ROOF RAFTERS / 10a OF FRAME OVER DENOTES N 1 Sia^ xT ,1/4 L "LV NKN Y ZZ NEW L 4 Q V a p - - - - - - " -- - DENOTES WALL %/ N U n.a -T / i ry WIL ----- ----- ---- - - p ry TO BE REMOVED p -'- - ------ - - -FJ---- -- - flt 6 - z : (E) 1' o1A Eo0.rs- _ p y 11 N � a ry b o Q W DENOTES LOcV w 0 ® PLATE, SEE SECTION - -' - (]1]e0 CEILING JOIEiS — �---- FOR HEIGHTS Jo I !Z :4 TOP PLATE tV ■ DENOTE5'P057 ` ■ O KK VVV N DENOTES POSTED ---- ry 1 J ® LOAD FROM SII ABOVE (2) 2x12 D ROP BM KIN6 'TRU55 ® TOP PLATE DETAIL LI.�� (2) 2xB _ I DILATES HIGH NOTE: I II 1 - ---'' F�1(I 2 16FL ;, '1 ® Ib" G ` I 1 PATE xALeela• . r-o" � . O FIELD VERIFY 2X4 STUDS 0 Ib OG 1 Jyy�I j IT ry f z WITH (2) 2X4 TOP PLATE IN THIS 2X6 GJ Ia ILII 1 ' I,a lop) xl SECTION OF THE BUILDING, HE16HT ® 16" O.G. ' Xx ' Y N B MATCH TOP PLATE 15 TO WATCH ADJACENT ROOMS. NJ 1 n B 'iSEE SECT. HB A __ - J _ NOTIFY ARCHITECT OF ANY DIS- - - -- -- - - - - 1 m I1� I - GREPANGIES. I - - -_ - - - - r1"�l' IBJ Ix Xnelµ 1w LL C aF�Ixm F , I \ + r- -- ry P aTre ExIsrINO TOP D uI D1 " Jr- 2X6 BALLOON FRAMED m I STUDS AT DORMERrvwll 1 I 1 2x8 ft.R. Ei C 2x8 R.R. ® 16" O p� II 1 I 3a pO al D QQ a , �..�-Z.�2X10 ry ® I o a fU p V I DRGP BE M I W 0 1 INDICATES i01 `x z U Z I H 2) 1 5/4" ,x M ROLAM 4x6P05T E I (FLUSH) r 1f�— -- - -1, xl _ 2) 2X10 I - WBX15��- J ._ - - � `)� - -- _ _ _ - _(2) 5/41-' X_/B"LVL.- - Q �_ - 51/2" 0 STEEL COLUMN I Y Zx' 1 — —ro FOUNDAT1oN. TYPICAL. i J I r ---- � :o - a Z F al —J I II Xo xiII " p QLQI I rvpl = o `mow Tu 1 F I ' 6 ryll z ® ppz Q 1 ) BE EATH DECK _ S ,:, I 4X4 POSE p B x W I V an IL 51/F" 05TEE COLUMN I �" p-- - --- � ry 4 YJ, .� N 7 L- - -- ' 12'-53/4" , J Q�. � I X Il! 2x8 F.J. IL .; OJQI6 TO ouNDAT o TYPICAL. - - [Y',aT C. ,IANUARy ©Ca, .' . . W -79 A lee, 0 PEO ARchi ' J N SHR Orin Q SEE ROOF PLAN FOR TF ZLL15 FRAMING OQ m 5 E G O N I;� F L O O R F R A M I N G fa L A N SCALE 1/4" = 1'-0" 2 � z 4 � Cr O M M E N T 5I 155RIEP' POR PEIIII Z I/Ib/02 Q 155UED FOR CONST. 2/5/02 z ISSUED FOR CONST. 2/26/02 REVISED A6,PER 01.P6. DEPT. z LEGEND SUMMARY OF TOTAL THERMAL RATING ENERGY GODS COMPLIANCE: B/6/02 IF THe roTAL THERMAL Pl lTw66ELPA I66REAT THE ENVELOPE Ill OF n WILDIM616 IN cOMRIANLE I CERTIFY THAT THE OVERALL BUILDING ENVELOPE DENOTES WITH THe Ill cove. FOR THIS BMEETS OR EXCEEDS THE INTENT ROOF 4" VTR TABLE D EXISTING WALL UILDING ter. ON DENOTES 2•nny AREA U-VALUE USED RARTNGL CONSTRUCTION COPE FOR 6000 DEGREERDAYI DE51CN - - _ _ D R A W N 6 Y O NEW WALL A. WALL ASSEMBLY , AWGG Q AI NET w.LLs -56402 u„ p6 6.1 ;254 FRED H, rHRoo, ARcwrEcr PWDR. - - _ - - - - - -- DENOTES EXIST, O BE REMOVED u.. T DENOTES LOW ti 6LAzI. ASWpjj ug 32 6.1 -TO G H,E G K E P 6 Y PLATE, SEE SECTION AB Ug Z FOR HEI&HT5 FHT LAV WG. o ■ DENOTES POST AE. v6oR6 Ae ue ' DENOTES POSTED �— 2nd FLOOR ® LOAD FROM SUBTOTAL THERMAL RATING FOR SECTION A (AI+A2+A5) ;164 Y � ABOVE B ROOF/CEILING ASSEMBLYF- Z 6I. ReowcewNs A-�ig N� 63 -17 (- - - � - - - - - - - - - - _ T -. - _ Ur 0. 62 sxrueHr6 IM ,19 KITGHEN2'1 I I/2"� .. 1/2'� BATH - ATH .Q� PJ^ BII 10 I SUBTOTAL THERMAL RATING FOR SECTION 8 J 14EA M SCHWULEWG LAV LAV W.G LAV W.G LAV W.G. 540P , �I ALL MATERIAL FOR WOOD FRAMING TO G ENTER DATA AS APPLICABLE (EITHER CI, G2, OR GB) AA5 ER 5 R. TUb r I HAVE A MINIMUM Pb OF 625 P 5 1 cl. PLooR Ar0O62i let ur 6p p FLOOR ALD N I/2' B" 2" I/2' 3" ' 3"� 2" 1 I/2'NOMINAL LUMBER SIZE SPANS c2 FlwALL Z U (2) 2X6 UP TO 4'-O" wALL RERIMETEA re, AEOVE GRACE EPOS. !! G G 0. IF (2) 2X6 4'-O" TO 6'-O" ININI PERTH T (2) 2X10 6'-O" T061_01. e2+ nae u! 5• 9° O y¢.r: e<^ PoonN6 [7 (� (2) 2X12 B'-O" TO IO'-O" PERINETER R-vwwe UU ii ,[ L9 SLAB EP6E IN9ULAnON Q P05T5 SHALL BE 4X4 (NOMINAL) TIE INTO EXISTING APPROVED SANITARY p SUBTOTAL THERMAL RATING FOR SECTION G (CI+02.05) SYSTEM PRIOR TO HOUSE TRAP n Q 'NOTE. ALL SIZES GALLED OUT ON ANY OF CELLAR _ ui THE FOLLOWING DRAWINGS WILL all 21- THIS SCHEDULE +161 li D TOTAL THERMAL RATING (A+B+C) .,,ll, NN,pl ,,' .N a PLUMBING RISER DIAGRAM N 5 L o II - - - - - � I ,q — — — � 24"x2♦•x6-PcuREp �------------------ ax ---- -------Dz OC I GILTi1REO STONE FlNISH q jT'_b" AFF B SEE 5ECT. " Bxlb GMJ BLOCK J I z I !2) 2.10 OGA 61RpER -L-- _ Q I i I I - - - _ - - - - - J - - - - � PLAN VIEN - Z I I I u1 I I X I I I - _ ___, __ 10"9T0.UGTURAL COLUMN,PROVIpE � . W I I HTBBASEND CAPITOL TRIM REP.OPdJE0. d STONE VENEER W/ _ Z - IL Q v / J II - -- - ---- - -- - - ------ 5/4" x4"MAH06HAN pEGKIN6 o I / -- - - - -� J O � N o, im01 --- - - - o - - - ------- \ I 1, - �r— —— ———— _ —. 2xb CLEAR MAHOGHANY WOOD / J DECKING,BLUE. NAILED.T/F. 0 1 2x6 GLA BLOOKIN6 )(22x10 GGA MRDBR 'I a- ® Q A A 7' JA)wyARM 2�xiFL2 .h7 1'I —1x6 MAHbGHANY TRIM 3i m 1 1 IL W J N 4ON �t � 6 ' W 4 1 . I nl z � � I< - - / Q / 2x6 OJ 6lo 16"OG I \ �'p H. 24'x24'It0'P(AA3ED [V�fLQ� 1 WNL FOOTING BEYOND J (2) 2x6 (2) 2x6 (2) 2x5 — ELEVATION VIEW J P ! Q J - - - � In A ' FN 5 E G O IN L 0 0 R Gr= I L I N 6 J 0 1 5 T P L A N SCALE. , 4" xI'-D" i `.f I M 5 N T 5 I 1/115'!02 z Q 195= FOR CONST, 2/3/02 z 155UED FOR CONST. 2/26/02 i REVISED AS PLR BLD&. DEPT., z '•.• +nFn!•wy 3/6!02 ] O m h D I!-, F. is N 8 Y R., V GG I T +j/ +^\4 CHE C KBP 9' Y ' ill 4 yv PMT f- KIN& TRUSS EE DETAIL A115/4 Q 2x8 ROOF RAFTERS J 2x6 ROOF RAFTS ® 1 m lb" O,C 'III W xn ~ F X K 2x12 PAD ® FRAME- a J OVER Q m BE& aitca sEE-� ' Z ION E BR1116r 2.10 RIDGE 2X12'PAD `' ,lu� 0d) O ry ® � a PQ® ANTILEVER RIpGE PASWQ POST TO %f'POkT HIPSwAVL T o LL ',d6) 2x6 Q BEN LL5, III DORMER WALLS, TYP. z 2x6 ROOF RAFTERS 2x6 ROOF RAFTER5 : J m 16"'0C — O.G.T II U 5WEEPlROOF N 1i �5WEEP ROOF .y TH15 AREA, 5EE m TW15 AREA, SEE W SECTION "BB" 566TION "BB" Q 2x6 ROOF RAFTERS F 2.5 ROOF RAFTER5 x 9 W 2xB ROOF-RAFTER5 b' 2x6 OF RAF7ER5 Q m I6' O.G, m ffi 16" 00 } IN16-11 x0 U) - DOUBLE FRAME I)) / AT CHIMNEY '{ p 9 Z w ,,qr al's W V� w rc z � Z s„ A.5 O ?i 2,10 RIDGE 1 IL V ofqq w M XI T RDG EXI RIDGE TO REMAIN 2X12 PAD ~ © I I/1213/4��XOLLAM RIDGE AND EXIST RIDGE V' EX15T RIDGE A Q �i Z Z uC iW1 U1 „+j O A ' `EXISTING COVERED ENTRY ROOF TO REMAIN z ARC/,,, THgO d� i O Q ROOF FRAM I N G P L N SGALE, 1/4" z z I J d 4 4 1W d X i. F",SED A11 t In .D It A W N $ Y .`I Q 2 12 GGIf FST III q- EXI5T, EXI5T. q= - - FURR OUT EXISTING G HE G KG B Y i _ RAFTERS, USE INSULATION �- - BAFFLES TO MAINTAIN - _ I" AIR 5PAGE ABOVE FHT X - NSULATION Q _ REMOVE EXISTING GUT-IN / \\ HURRICANE GLIF, 1 DORMER, INSTALL NEW /7� _ ryp ROOF RAFTERS AS PER �! w 2x8 RA ® 16" O.0 PLAN, HALL f pX aX z X w w F ; -- II t 3 q Q - COVERED LIBRARY LIMING RM. II K ENTRY — z I 7l II'Ir b NO w i II . ._III ,–I1'I qII i Ii – IIT:—~ �o a w Q) I'I -J �-J L=� I STONE" <i Q Y –I i4 CRAWL SPACEn CELLAR — q �. NEW — X W IL .a In X S G T 1 O N /�/y• /�Ay` SCALE 114" = I -O" ju W Q qIF ]III i { MAINTAIN I" AIR SPACE LS 5� - �S ABOVE INSULATION, TYFIGAL X AT ALL CATHEDRAL CEILIN65 2 2 II f F f 12 I' r 2x6 STUD 'p 12 X q:�TCH WALL MATCH 9: o EXI5TIN6 III EXISTING �-7r-- l� 1 III BALLOONT F Fp R.AM WALL.E A DOUBLE HST. d � b -- BEADEWAINSGOTT TECO � FINISHD � � L I G N FOYER ¢ II-I11 !MUD' RM q KITCHEN 0 OQ RQm III:r _IJI 0 Di t H �®g -- --- – J D 8, N O. 0-10,16 , d — R A T Fr JANUfIRY, �OA'2 I v W - 'w'' - z —I F I L E N C', I6ALVANIZED m CRA7 Y.. SP. "TECO" EXISTING CONNECTOR, o ITYP. FIELD VERIFY FIELD VERIFY X r 61RDER SYSTEM _ 61RDER SYSTEM D ARC I Q I ii S GTION 53 SECTION EE d SCALE. I/4" P-O" SGALE, I/4" = I'-O" i a '1 X d � a i I } +++Ru•w� I, EO FORGO `f.,Il16l0 z - ; bW D FORCONST ZBBl02, ' Q SUaD EF2R,GdNST, 2!;@/d2,' z REV15w: R61iR z m "CULTURED STONE" Q FINISH STONE ROWN, TYPICAL G HY EPHE RK CUPOLA, OR EOPARK MODEL � /y z CENTER ON RIDGE ,/—� "-- - - - I 1 PIGAL EXTERIOR 4 O _ _ COPPER FLASHING AT CHIMNEY, TYP T-INISI"fTiiE �I CURVED - I Ll MATCH _6OO.F 12 'g F CONT RIDGE VENT EXISTING -- ---_ - --- SO YR ARCHITECTURAL ASPHALT ROOF F... r SHIN&LE5 UNLESS NOTED OTHERWISE z I � CEDAR PERFECTIONS SIDING 5" EXPOSURE FLAT SEAM . COPPER ROOF - - - - - -� -- GOPPER PAN ® i- - - - -" ---' - 56" HIGH RAILING AS PER CODE J `� Q WINDOW GUT-IN, COPPER Q _ TYPICAL _ SGUPPER5� �- LANTERN, 5" HALF ROUND COPPER GUTTERS J) REF OWNER WITH COPPER BRACKET, COPPER (rV Q FASG LEADERS AND RAKOES TO MATCH EXIST O gip, " EI� VENTED SOFFITS I 00 r IO" DIA STRUCTURAL COLUMN PROVIDE BASE ' - -' - -' -- - - - -- - - AND CAPITOL TRIM REF OWNER I - "ANDERSEN" WINDOWS AND DOORS A5 Q w PLANTER BOX WITH PER PLANS . BRACKETS u R G ADE STEPS TO &RADE W A5 REQUIRED �-I - 1 IL FRONT t, Lr= VA ION lu F a'I a J Z WOOD GAP WITH J GROWN MOULDING z (PAINTED) P IL El 't 0 n A Tel; JAI`, Aar,sO s k ' W kit. O � C� 1QIdWgaW101b _ IgD ARCyi i o R I G H T S 1 ZE E L E V A T ] O N SGALE, 1,4" = -0 Ilk, > a Q 0 J F E i z d Olt` I'I 99UEC1 �Folk ro'll REVigEr, rt,aeR er,p6,;n�r:: i WWI z w . b Yj A W N ES Y _I Q m �� 4G/PMIT w'HEG Kk`Ua� d rHT \ COPPER,WITH WATER DAM AT � STEP FLASHING �� 51♦A IN MATERIAL GHANSE, 'ER COP ICE AND WATER SHIELD } 1 . IN THI5 AREA Z � ROOF FC� .'. EYEBROW WINDOW - I� J : El I - -- -- - �- - - PLANT T -- 4_- Box I U i J Q � I NW RAD LL 11 11911 Ul p� W e/ ga's I L . ' SI t7E ELEVA ON � SCALE: I/a° = I•-o" � I I or U ` I Q CONT. RIDGE VENT 1 B/4" x II 7/6" MIGROLAM RIDGE - 2.4 COLLAR TIES ® I6 OG X MAINTAIN AIR SPACE J ABOVE INSULATION AT �_I_ jILIJ;i 2'-O° X 13 CATHEDRAL CEILING, TYP. �- - STANDING SEAM - - COPPER ROOF 0.1 2.6 ROOF RAFTERSFLAT\ COPPER E ROOF of »*• nr<•►t HURRICANE CLIP, I TYP. 1 I— IL f i I • 1- lI _F i J a pi Qici6 J �_ I� i � III I_.� - -'Ir T 11121 - } _0 �- pRIC VR o R E A R E L E V A T I O N SCALE: 114" : ©:: � Q 5 E Co T 1 Q N IQ IV SCALE. 1/4" = I'-O" T FN Lo!j F z