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HomeMy WebLinkAbout31362-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31797 Date: 09/13/06 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Location of Property: 380 KNOLL CIRCLE EAST MARION (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 37 Block 5 Lot 11 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 8, 2005 pursuant to which Building Permit No. 31362-Z dated AUGUST 15, 2005 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 ROBERT & BARBARA KELLER of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL NO. PLUMBERS CERTIFICATION DATED Rev. 1/81 (OWNER) 2090481 07/07/06 08/28/06 WILLIAM W. GLASSER, JR 4 C Aut o/ize Sign ture Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY M4 1L- . /r-'71, �$ 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 I% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. �. 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. New Construction: Old or Pre-existing Building: (check one) Location of Property: 390 �' /� mc, L r�1q House No. /� " Street Hamlet Owner or Owners of Property: zglyj' Suffolk County Tax Map No 1000, Section 3J Block 37— Lot !/ Subdivision Filed Map. Lot: Permit No. 1362— Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ CR e Applicant Signature (�I i o9� coy 3t7q 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. 31362 Z Date AUGUST 15, 2005 Permission is hereby granted to: ROBERT & BARBARA KELLER 92 BAYWAY AVENUE BRIGHTWATER,NY 11718 for : ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR PER TRUSTEES, DEC WITH FLOOD PERMIT at premises located at 380 KNOLL CIR EAST MARION County Tax Map No. 473889 Section 037 Block 0005 Lot No. 011 pursuant to application dated AU Building Inspector to expire on Fee $ 1,061.20 ORIGINAL Rev. 5/8/02 3?.YK--I BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY /} 40 FULTON STREET — NEW YORK, NY 10038 J� CERTIFIES THAT Upon the application of upon premises owned by EASTMANOR ELEC., INC. ROBERT & BARBARA KELLER P.O. BOX 192 380 KNOLL CIRCLE MANORVILLE, NY 11949, EAST MARION, NY 11939 Located at 380 KNOLL CIRCLE OLD ORCHARD EAST MARION, NY 11939 Application Number: 2090481 Certificate Number: Section: Block: Lot: Building Permit: 2090481 BDC: ns11 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7th Day of July, 2006. Name OTY Rate Raine Circuit Type Alarm and Emergency Equipment Outlet 96 Sensor 1 0 91 Carbon Monoxide Sensor 6 0 0 Smoke Transfer Switch 1 0 100 amp Receptacle Appliances and Accessories 0 General Purpose Exhaust Fan 5 0 F.H.P. Dish Washer 2 0 1.2 KW Oven 2 0 8.2 KW Furnace 1 0 Oil Air Conditioner 2 0 42.000 BTU Panels Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 1 100 12 Wiring and Devices Outlet 96 0 Fixture Fixture 91 0 Incandescent Fixture 5 0 Flourescent Outlet 103 0 General Purpose seal Receptacle 63 0 General Purpose Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by EASTMANOR ELEC., INC. P.O. BOX 192 MANORVILLE, NY 11949, ROBERT & BARBARA KELLER 380 KNOLL CIRCLE EAST MARION, NY 11939 Located at 380 KNOLL CIRCLE OLD ORCHARD EAST MARION, NY 11939 Application Number: 2090481 Certificate Number: Section: Block: Lot: Building Permit: 2090481 BDC: ns11 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 7th Day of July, 2006. Name 2 Rate Racine Circuit Type Switch 42 0 General Purpose Dimmers 27 0 Paddle Fan 6 0 Receptacle 3 0 20 amp Laundry Receptacle 1 0 60 amp Dryer Disconnect 2 0 60 amp Air Conditioner Disconnect 0 0 60 amp Special Receptacle 8 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters Defects previously reported, as items of non-compliance, have been corrected. A visual inspection made of the exposed electrical equipment in the premises indicated found no obvious unsatisfactory condition. seal 2 of 2 This certificate may not be altered in anyway and is validated only by the presence of a raised seal at the location indicated. AUG -02-2006 WED 08:17 AM NICKERSON CORP FAX N0, 631 666 2667 AUG erg 106 07:34AM SOUTHOLD BUILDING 631 765 9502 i Town Hall. 53095 Main Ruud P.O.Box 1179 Southold, Now 'York IM71.0959 iuilduig Permit No 31 BUILEIING DEPARTMENT TOWN OF SOUTHOLD CiT x F� rr Date;k—A1..i Owner: (Please ,print) I'lumber: (Please print) loud. P, 02 M Pox (631) 765-9502 Tcicphonc (631) 765.1802 I omity tbut Ute solder uaod in U:c water supply system contains fess than 2/10 of I % Sworo to beibre me this a day of 20.81 r4otary Public, :2�FF��C ._ Couauty JO ANN FORMAN w York NOTARY PUBLIC, Mate 01 Ne 140,4891227 Qualified in Suffolk CountY 9 Commission Expires A107 SEP -12-2006 TUE 11:26 AM NICKERSON CORP FAX NO. 631 666 2667 P. 02 James F. King, President Jill M. Doherty, Vice -President Peggy A. Diekarson Dave Bergen John Holzapfel 0140C I BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town Hall 63095 Route 26 P.O. Box 1179 Southold, New York 1.1971-0959 Telephone (631) 765-1892 Fax (631) 765-6641. CERTIFICATE OF COMPLIANCE Date July 26, 2006 TMS CERTIFIES that the attached garage with porch S decking, second -floor additi5ii to aw`alljng & grave i veway 9An Ynnll Circle. East Marion Suffolk County Tax Map # 37-5-11 Conforms to the application for a Trustees Permit heretofore filed is this office Dated 8/6/04 pursuant to which Tiustecs Perrnit # 5998 Dated 9/22/04 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for an attached garage with porch &decking, second—floor addition to ., we ng an gtavo riveway The certificate is issued to ROBERT ;;ELLER ._ owner of the aforesaid property. )^0.411 0 -1/:1 Authorized Signature 3 13 6z -e- TOWN OF DEPT. INSPECT -ION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING/ STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE INSPECTOR 13 C,oe L2�- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]INS ION [ ] FRAMING/ STRAPPING [ INAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION C - REMARKS: DATE �� © INSPECTOR 3 /36 2, -e --- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROU BG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY[ ] FIRE SAFETY INSPECTION DATE INSPECTOR 13 (v 2: -F ---- TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST[=INSULATION PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ ] FINAL [ ] FIREPLAgE A CHIMNEY [ ] FIRE SAFETY INSPECTION c REMARKS: n � DATE v INSPECTOR 313�d--7, TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLBG. [ ] FOUNDATION 2ND [/ \] INSULATION [FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: V A� l i A / i A A ii n AA A s DATE �L 0 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST KROUGH PLBG. A [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/ STRAPPING1. [ ] FIREPLACE & CHIMNEY [ ] `'FIIRRE�SAFETY INSPECTION REMARKS: C �� z7- o �a;-- G 6 DATE ,3INSPECTOR JUL-27-2005 WED 09:59 AM NICKERSON CORP FAX NO. 631 666 2667 P. 01/01 New York State Department of Environmental Glr 024c7 Division of Environmental Permits Rm 121, Building 40 -SUNY Stony Brook, New York 11790-2356 Telephone (631) 444-0365 Facsimile (631) 444-0360 Mr. Robert Keller 11 Moffitt Boulevard Bay Shore NY 11706 Dear Mr. Keller: LETTER OF NON -JURISDICTION September 29, 2004 NYSDEC # 14738-02239/00003 Keller Property 380 KnoA Circle East Marion NY SCTM #1000-37-5-11 ErinKCmtty C,cxrrrkiOna Based on the information you have submitted, the New York State Department of Environmental Conservation has made the following determination. Your proposed project activity to construct a garage, second story additions, second story deck, porch, remove the existing driveway, and install a new gravel driveway, as shown on the survey prepared by Joseph A. Ingegno last revised on 7/14/04, is located landward of the 10 -foot elevation contour interval and is therefore beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface 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 hay bale berm. Please be further advised that this letter does not relieve necessary permits or approvals from other agencies. CC: Suffolk Environmental Consulting, Inc. Marine Habitat Protection file A. Wieland .tv Pen -nit Administrator any IRA HASPEL ARCHITECT, P.C. 126 EAST MAIN STREET BAY SHORE, NY 11706-8302 PHONE: (631) 665-7525 FAX: (631) 665-7595 December 19, 2005 Town of Southold Building Department 53095 Main Road Southold, New York 11971 Attn: Gary Fish, Building Inspector Re: Addition to Keller Residence 380 Knoll Circle East Marion, NY SCTM: 1000-37-05-11 Dear Mr. Fish: y 1 OK 2 0 2005 This is to certify that I observed the concrete footings and foundation walls installed on the above -referenced project. The installation meets or exceeds the requirements of the code and my construction documents. Also, for your reference, please see attached foundation survey for this new addition performed by Joseph A. Ingegno dated 11/17/05. If you should have any questions, please call. Thank you. Ira Haspel IH:Im Enclosure P.C. ,j ;b 1 1 1 • • i • FOUNDATION (IST) l/ • i � ;�� MAWS -A RAW v / ©:ern �+ __��!�+► �� Ma V�J►JL•l��r /coo --77-,s--// TOWN OF SOUTHOLD PROPERTY RECORD CARD /4- yQ OWNER STREET —7 VILLAGE DIST.1 SUB. LOOT ,nye �nM I l "4•a:-'f� � t�tJ�'i4(t■ t.� l 1'e� rG� `o �rt/.k--'�c_C!9-�✓ � ;%E�c � � ; �.- ryy �rZi� ._ '. '�•-C f .; FORMER OWNERNYIe5 Scgiln.el v�c� a1en1 ink uhf N E ACR . ��lr{epu5 Conirti�riJ�n �I• _" lesicts S W TYPE OF BUILDING y 4 RES. !6 SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS (, ; r To ea r O 3 00 �`-?JOz a ve= Iii .t' o a00'/�i lA2;--L9971 ip 14- 1.� G{- o . � 1 d io-� 6o- r" /v �l -L -e- `iZ) Sc hnetd er 42L5S- on .2100 Al (app (0 700 612 3112 —A0#---26 SS — c� c I.0 6-4,6c-® 2 goo Z 3 -L 19�i7 SZ7-s r 1%P� 3(or 50e) taco 6000 bloc ezV,;?55 / % ,o rte, inn5 co �.k.6R� c n :n,j,�(14__ AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Acre Vclue Tillable FRONTAGE ON WATER / Q', �/� /Y 0 Woodland FRONTAGE ON ROAD Meadowland DEPTH House Plot . BULKHEAD Total DOCK BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: ° / J,5 /05! APPLICANT: bed le -s- DATE SUBMITTED:/ �/05 SCTM# DISTRICT: 1,000, SECTION: 3 �r-, BLOCK: jr-, LOT: jj— SUBDIVISION:lt�eg'�� , &114allvs ADDRESS:,59jv f 6g , 11 C -,a& CITY: ; Ltr- tcp-�ZONING DISTRICT: ] CONFORMING? 1j BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N - BP -Z / C/0 Z- , INFO BP -Z / C/0 Z- , INFO /B -Z / C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION -REQUIRED NOTES: LOTS 40,000SF -100-24. Lot recognition. (CREATED before June 30, 1983), UNDERSIZED LOTS FROM JAN.1997 100-25. Merger.(A nonconfom�ing at any time after 7/1/8. REQ. LOT SIZE: ACT. LOT SIZE: I REQ: LOT COV. 090 ACT. LOT COV. j CIO REQ. FRONT PROP. FRONT RE SIDE ACT. SIDE REQ. REQ PROP. REAR REQ. IGHT PRO . HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST.t/ AR HIT /ENGINEER: P WATERFRONT? "DESCRIPTION: �p PANEL # FLOOD ZONE: BULKHEAD? DISTANCE? -- APPROVALS REQUIRED SUFFOLK COUNTY HEALTH`PT: YES r NO BED # : TE:,h TOWN SEPTIC RECEIPT: Y o N EP' E IFICAT O: Y r N NEW YORK STATE DEC: PRE- C 9/1/7 Y or NO ` DTE: /Z,71 t PERMIT #; SOUTHOLD TOWN TRUSTEES:S r DTE: �/�� 4 PERMIT #: TOWN ZONING BOARD APPROVAL: YES o . DTE: PERMIT #: TOWN PLAN. BOARD APPROVAL: YES o DTE_ // PERMIT #: TOWN HISTORICAL PRE (SPLIA): YES i NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2):\YES,6r NO NOTES: FEE STRUCTURE: FOUNDATION: r SF FIRST FLOOR: SF SECOND FLOOR:-.? 0 SF OTHER: ` SF INIT TOTAL: SF FEE SF)-( �� SF)= SF X $ d �� =$df l +$ /�'� +$ 2. ( SF)- (SF)= SFX $ =$ +$ +$ OTHER TOTAL FEE FEE 3.( SF)- (SF)= SFX $ _$ +$ +$ _ $ FINAL TOTAL: $ �®Gf Board Of Southold Town Trustees SOUTHOLD, NEW YORK PERMIT NO....%)..�../.a ROBERT KELLER ISSUEDTO .............. I ....... ............. I......... DATE: _Septi. 22,._.2004 Pursuant to the provisions of Chapter 615 of the Laws of the State of New York, 1893; and Chapter 404 of the Laws of fhe State of New York 1952; and the Southold Town Ordinance en- titled AND PLACING OBSTRUCTIONS O OR WN WAT S AND P BLIIC LANDS n INthe REMOVAL OF SAND, GRAVEL OR OTHER MATERIALS -FROM LANDS .UNDER TOWN WATERS;•...', and in accordance with the Resolution of The Board adopted at a meeting held on $ep*...•.22z-- 2004 and in consideration of the sum of $.._250..00.....,.. paid by RobertKeg.ee�c..................................... ............ -........ ._..................................:..................... East Man,(on............................................ N. Y. and. subject to the Terms and Condi+ions listed on the reverse side hereof, of Southold Town Trustees authorizes and permits the followine! wetiand Permit to construct an attached garage/addition with porch and decking, construct an attached second -story addition to the existing dwelling, and to remove/replace the existing gravel driveway, with the condition drywells and gutters are installed to contain the roof run-off and a line of hay bales is placed down before the project begins, and all as depicted on the survey prepared by Joseph A. Ingegno last dated March 24, 2005, all in accordance with the detailed specifications as presented in the originating application. IN WITNESS WHEREOF, The said Board of Trustees here- by causes its Corporafe Seal to be affixed. and Board : is presents dateto be subscribed by a majorityof the 'd --James �King tfs J�cr n Poliwoda ' �� - Trusties i TERMS and CONDMONS .%Permittee Robeht Kellen toming at 380 Knott C.uce.ee, Ea.at Ma),ion N. Y, as lkm of the consideration for the issuance of the Permit does understand and prescribe to the fol- lowing: 1. That the aid Board of Trustees and the Town of Southold nue released from any and all damages, or claims for damages, of wits arisingdirectly or indirectly as a result of any opet- adoo performed pursuant -a this permit, and the aid Ve ndtex will, at his or her own expense, defend any and all such sults Initiated by ddtd dpatties, and the add Ferndttee asamoa fall lbbilig with respect thereto, to -dtemomplete exduslon of the Board of Trustees of the Town of Southold L That dei: Permit is valid for a period of : 24 mos. whirr fa ddoddered to be the estimated time ' requited to complete the wont involved, bat 'should circumstances warrant, sanest for an emadon may be made to the Hoard at a later date. 3. Tbat this Permit should be retained indefinitely, or at long as the said Permittee wishes to maintain the structure or project involved, to provide evidence to anyone concerned that aath- othstioo was odgiaally obtained. 4. That the work involved will be subject to the iospectioa and approval of the Board or Its "a, and non-oomplianee with the provisions of the originating application, maybe cause for revocation of this Permit by resolution of the said Board. S. That thea will be no unreasonable interference with navigation as a result of the work herein aid►oched. 6. That thea thou be no interference with the right of the public to pars and repast along the beach between high and low water malts. 7. Thu if ftaure operations of da Town of Southold require the removal mWor alterations in the location of the wart berein authorized, or if, in the ophdon of the. Board of Ttwte% die. wodcshall arse unreasonable obstruction to free mvigatioo, the aid Permittee will be required, anon due notice, to remove or alter this work or project herein Anted without =peases to the Town' of Southold . a That the said Board will be notified by the Permittee of the compledon..of the work an& odwd. 9. That the 'Permittee will obtain all other permits and consents that may be required sup- plemental to this permit which may be subject to revoke upon (Am to obtain came. TOWN OF SOUTHOLD BUILDING DEPARTMENT BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? TOWN HALL yF_i 5'CC.CC7-Eb Board of Health SOUTHOLD, NY 11971 Electricians License No. I to T 4 sets of Building Plans TEL: (631) 765-1802 09rT 66LiFC TEli Planning Board approval FAX: (631) 765-9502 www. northfork.net/Southold/ / PERMIT NO. -11�h — Survey Check Septic Form ?'J/ N.Y.S.D.E.C. Trustees Examined .20Contact: Approved 5 20 ' Mail to: 1`)eA ROS -110161— f}ieey,MTOC Disapprove( Expiration_ N S7, AAY SHO&A Ny (a5S- -75'25'�7ob 7s , 20 05— a. S a. This appltc "' UST he completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan cale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectionq State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder q &/ i IS OOVNEe. Name of owner of premises XEC.LE2 (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. A(O-T yF_i 5'CC.CC7-Eb Plumbers License No. _Vo -r &-r SEG EcTEt� Electricians License No. I to T T SFcL ECTE b Other Trade's License No. /1(o 7 09rT 66LiFC TEli of land on which proposed work will be done: k AfO Z, - G i e e L E EAs7 House Number Street Hamlet County Tax Map No. 1000 Section 3 Block S Lot_ Subdivision GNeD1NEi2s BAt/ Filed Map No. Z 75- Lot (Name) w- 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R ES i D rFNT/43 L b. Intended use and occupancy Ribs/ { cfVT I )9e,- 3. Nature of work (check which applicable): New Building Addition X Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost #'/-S-0/005-00 Fee 'e -1-6G -20 (To be paid on filing this application) 5. If dwelling, number of dwelling units /V r+ Number of dwelling units on each floor /V If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. /Y/,+ 7. Dimensions of existing structures, if any: Front 30 ' - 5� n Rear 3 O �- S a Depth 5 P O Height 23'- 9`' Feo i Number of Stories 2- 4 r'Qfi6e iI t n Dimensions of same structure with alterations or additions: Front -�2 - 9 Rear SZ - q Depth 7'1'- 3" Height32'-/i" i=/lorl Number of Stories 2 8. Dimensions of entire new construction: Front 22 t d " f� Rear 9:7 '- S� " Depth / !o Height .;2'-//'I FQoM Number of Stories 2 AvEzAbE &P-04bE­ 9. Size of lot: Front 9 9. 3 Rear //7- / Z Depth / ZS &,PJ/ � / T /S 10. Date of Purchase 3 9 9 Name of Former Owner M 1 L ES 5C /)+V E/ t)4eW .4V 11. Zone or use district in which premises are situated R- 17/0 A/O/,,/. CoMtC04MIM6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO� 13. Will lot be re -graded? YES_ NOK Will excess fill be removed from premises? YES - N0= ao kE NY 14. Names of Owner of premises POB64-r kEct-6Z Address// /YIDFGiT Bcyo-, Phone No. &31- (a 4,6 --0200 Name of Architect -7je4 H AaPEL. Address /2!o E MA,N sT Phone No !031 • to(oS- -7S1 5 - Name Name of Contractor /yo i' X r SE(-EcTEA Address SHO ''Y Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ✓ NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES t/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF L(f t,04 W08Ee7- k6&&612- being duly swom, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the QWN 6%Z - (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of Notary Pp lic (/ Signature of Applicant ELIZABETH MARTELLUCCI Notary Public, State of New York Qualified Suffork County Reg. No. 01 MA5058026 Comm. Expires April 1, 00 Jan 26 06 04:18p 6315634473 p.4 9� S&aIffon* EMIT Ili p �TROpLm Cutler -Hammer Ultra powerful 12,000 watt system chat provides enough power to run most, items in your home, for minimal disruption to everyday activities. For'hard start' items, the unit also provides up to 15,000 Watts (LP) and N 13,750 Watts (NG) to keep things running smoothly. ' Industrial 627cc Briggs & Stratton Vanguard" V -Twin Overhead Valve Engine Commercial quality engine specifically designed for long -life operation on NG (natural gas) or LP (liquid propane). Natural gas or liquid propane Readily available, clean and environmentally friendly fuels are perfect for providing uninterrupted power. Quiet operation Sound -absorbing panels and an automotive muffler keep sound to neighborhood -friendly levels. Seven-day exerciser Runs generator for 20 minutes once every seven days (day and time determined by homeowner) to keep unit in top operating condition. Fully protected/Service convenience Heavy -gauge metal exterior with lockable access doors, no exposed fasteners, and corrosion -resistant powder -coat painted sheet metal. 4 panels conveniently remove in all directions for ease of service. Built-in Diagnostic Center with remote status and diagnostic panel Alerts you to any possible problems with the generator. Installation & service support Supported by 3,000 generator service dealers and over 30,000 engine dealers worldwide, this system comes expertly installed to your home's electrical system, and is backed by the most extensive and capable sales & service network in the business. 3 year/1,500 hour limited warranty Jan 26 06 04:18p 6315634473 P.5 Model 1815/CHGEN 12000 ■ Permanently installed to your home's electrical system. ■ Fully automatic operation —without even being home! ■ Preventative maintenance and service support available. ■ Works with the following Automatic Transfer Switches: Model 1917/CHGENSOATS 50 amp Automatic (Nems I) Model 1918/CHGENSOATSR 50 amp Automatic (Nems 3R) Model 1813/CHGENIOOATSR 100 amp Automatic (Nema 3) Model 1814/CHGEN200ATSR 200 amp Automatic (Nema 3) • Model numbers listed Briggs & Stratton Power Products/Eaton Cuder-Hammer Briggs A Sfraffon" rower Feod/crs GENERATOR Industrial 627cc Briggs & Stratton Vanguard' V -Twin OHV Engine OHV Commercial quality engine delivers increased engine lite, improved fuel efficiency and reduced noise Natural Gas or Liquid propane Powered provides long-lasting uninterrupted power Exna Quiet Operation Auromotive-type muffler and sound absorbing panels keep noise to low levels (70 de at 7 meters) Servlce Convenience Four panels easily remove for access in all directions Brushless Alternator Provides dean and efficient power Run•Time Neter Helps to maintain regular maintenance intervals Battery Charger Keeps battery automatically charged at all times to ensure starting Dtagnowc Center Alerts you to cry possible problems with the generator L'Dlulc-� Exerciser Runs generator for 20 minuras once every 7 days to keep systemIn top operating condition r Instillation pad GENERATOR Simm.t. the need fora poured concrete slab Rated Watts 12000 Watts (L)), I ).000 Wim (NG) I S,000 Watts (LP), 13,750 Wam (NG) 120240Y AC, single phase, 1.0 pf 100/:0 EAmps Industrial 627cc OHV Briggs & StrattonVanguard'V Twin Overhead Vain Automaticnupon Specified in installation manual Diagnostic Control Cerner Alerts • Low battery voltage • Low oil pressure • Low vohage . Engine fail to sort • Low frequency • Engine overspeed • Oil temperature high Auto/Off/Manual Switch I Yes Overcrank protection I Yes Engine Warm-Up/Cool-Down 10 seconds/I minute Dimensions 10' L x 22"YY x 23" H Weight 37? lbs. HGS00019 om)O PA1'len'MGc nc ;;^i F: ON Cutler -Hammer s cemWse, Frindh m m N m A A J SURVEY OF LOTS 25 & 26 MAP OF GARDINER'S BAY ESTATES SECTION TWO FILE No. 275 FILED SEPTEMBER 23, 1927 SITUATED AT EAST MARION TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-37-05-11 SCALE 1"=20' DECEMBER 31, 1998 FEBRUARY 10, 1999 ADDED WETLANDS AS FLAGGED h LATH PROP. DECK CORNERS AUGUST 31, 1999 ADDED LIMIT OF NYSDEC JURISDICTION UNE SEPTEMBER 8, 1999 ADDED CONC. WALL ON LOT TO THE WEST OCTOBER 28, 1999 REVISED PROPOSED DECK FEBRUARY 26. 2004 ADDED PROPOSED ADDITIONS MARCH 3, 2004 ADDED PROPOSED STEPS MAY 20, 2004 REVISED PROPOSED ADDITIONS JUNE 2, 2004 REVISED PROPOSED ADDITIONS r JULY 14, 2004 LOCATE WETLAND FLAGS h LATH ADDITION FOR N.Y.S.D.E.C. INSPECTION MARCH 8, 2005 REVISED PROPOSED ADDITIONS MARCH 24, 2005 UPDATE SURVEY k ADDED PROP. 2nd STORY ADDITION AUGUST 30, 2005 ADDED PROPOSED DORMER NOVEMBER 17, 2005 FOUNDATION LOCATION BAYVIEW DRIVE A X, AREA = 11,574.20 sq. ft. NOTES: (TO TIE LINE) 0.266 ac. 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:S O 'V CONC. RETANNI �O 90' WALL 0/.g. LANDWARD EDGE OF TIDAL I WELLAWIS AS DELINEATED IN N y FFOLK ENViRONYENLAL OONSULTING. Inc ON JULY 6, 2004 7 - 'O 11 0 CERTIFIED TO: V FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK ROBERT KELLER Z BARBARA KELLER c11 PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABUSHI BY THE LIALS. AND APPROVED ADOPTEI FOR SUCH E NEW STATE LAN TIT E 5�P QAA IN f r ,fila Joseph A. Ingegno Land Surveyor Title Surveys - Subdivisions - Site Plans - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS 322 Roanoke Avenue Riverhead, New York 11901 PO. Box 1931 Riverhead, New York 11901-0965 L Al TS tS• �f A\ THE INTERSECTION OF THE PROPEIM LINE WITH THE BULKHEAD IS 0.6' NORTH AS MEASURED ALONC THE fACE OF BIXKNEA0 O THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. f COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALET TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING IMSRTUTKIN LISTED HEREON. AND TO THE A9 'ES OF THE IENDM: INSTI- TUTIDN. CERTIFlCARONS ARE NOT TRANSFERABLE. BUILDING DEPARTMENT NOTES Occupancy Group R3 Existing Area First Floor 1,320 G.S.F. Second Floor 735 G.S.F New Area First Floor 759 G.S.F. DOES NOT INCLUDE GARAGE Second Floor 1,485 G.S.F. TOTAL NEW AREA 2,244 G.S.F. Construction Class Building Type New TYPE VB 1 All work shall comply with N.Y. State Uniform Fire Prevention and Building Code (IBC) and NFPA 101 (code for Safety and Life from Fire in Buildings and Structures latest edition.) 3SD - interconnected and hard wired ccnlbination smoke alarm 0 / carbon monoxide alarm as per'Residenlial Code of NYS' (IBC) Section R317 and NFPA 72. 2 Interior finish shall be as per'Residential Building Code of NYS' (IBC) Section R319 3. Provide artificial light and ventilation in conformance with Section R303 4. Fire stop vertical spaces in walls and partitions at floor level, ceiling, and all furred spaces not to exceed 10 feet horizontal and vertical 5. Plastic materials shall conform to the'Residential Code of NYS' (IBC) Section R318 6 Plumbing shall comply with the'Residential Code of NYS' (IBC) Part VII 7. Electrical Installation shall comply with the'Residential Code of NYS' (IBC) Part VIII 8. Occupied space shall have a minimum height conforming to the'Residential Code of NYS' (IBC) Section R305 9. Nonhabltable spaces will be ventilated by natural or mechanical ventilation conforming to the'Residential Building Code of NYS' (IBC) Section R303. The minimum operable area of the opening for ventilation shall conform to the'Residential Building Code of NYS' (IBC) Section R303. 10. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS Building Element File Resistance Rating (Hours) Floor 0 Roof 0 Other structural elements 0 11. Uniformly distributed and concentrated live loads shall be the loads the intended occupancy c and use but in no Mae less than produced b Y P Y P " the minimum live load in conformity with the 'Residenba I Building Cade of NYS' (IBC) Section R301 Minimum loads for occupancies and uses not Included In the table shall be in conformity with generally accepted engineering standards. Minimum snow loads shall be In confbmtlly with the'Residential Building Code of NYS' (IBC) Section R301 and shall be applied normal to the roof surface. Minimum wind loads shall be in conformity with the'Residential Code of NYS' (IBC) Section R301 and shall be applied normal to the roof surface TABLE 301 4: MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS (in pounds per square fool) Use Live Load Exterior balconies 60 Decks 40 Fire escapes 40 Passenger vehicle garages 50 Attics without storage 10 Attics with storage 20 Rooms other than sleeping mom 40 Sleeping rooms 30 Stairs 40 Guardrails and handrails 200 DESIGN LOADS rl u ary me area in square feet for any structural member First Floor 0 to live load 40.0 psf deadload 200 p.c. slab 30.0 psf total load 70.0 psf Second Floor 12 live load 40.0 psf deadload 12 unit weight of joists eLl°HTIMO°ERATE 2.5 psf unit weight of floor 2.5 psf TABLE 301.5: MINIMUM ROOF LIVE LOADS IN POUNDS -FORCE PER SQUARE vnnl rnl ocn mrrrnnl 12. Required "Emergency Escape and Rescue Openings" and "Exits" shall conform to the'Residential Code of NYS' (IBC) Section R310 and R311 Permit Number Roof rl u ary me area in square feet for any structural member live load 0 to 201 to Over Roof slope 200 600 600 Flat or rise less than 4 inches per foot (1:3) 20 16 12 Rise 4Inches per fool (1:3) to less than 12 16 14 12 inches per foot (1:1) eLl°HTIMO°ERATE 11 REQUIRED Rise 12 inches per foot (1:1) and greater 12 12 12 12. Required "Emergency Escape and Rescue Openings" and "Exits" shall conform to the'Residential Code of NYS' (IBC) Section R310 and R311 Permit Number Roof WIND live load 30.0 psf deadload ICE SHIELD UNDERLAY- MENT REQUIRED unit weight of rafters 2.5 psf ceiling 2.5 psf Insulation 1.0 psf shingles 10 1 0 Pat total load 37.0 psf total load 45.0 psf General Notes Contrar shall oblalrt all mgrdd agromWermrs, cerdlicatesgof Cog ancy, tspecoo approve, a c. or r pe one m ageneses awn uns i on e eo, lea and by ge'onne°m maintain coverage for all msurenom, bonds, etc. as required by The contra for shall rowde all s fe u ids s uired to ret de in"u to. sheers anr� contractors personne�, agneto ad orttiger persons at Ike Colis[7uaon Cqn actors shell exercise good judgment m minimize damage to adjacent and ewsll1 property. Alla if on damaged due to new construction shall be restored to their original con Each tr ee hall fankiliar�e lnelrlse m with the Intent of these plans and coordlne taert wor wI o er re es. q7dl work and materal sh II be uaranteed for a minimum period of one (1) year from date of accepianceey a CI, Drawin s d s re ekIjil�taca Ions s In trumants f se reOns and shall)I ��m��ain the g %tfh°9ae�me'ni° �wnt$geenrt��h �PPPP�edecs�Coemp a eIL ns co�tK'es P gject, Axr�dea7 Licensed surveyor to stake out house and perform foundation survey The work nder the co tract shall consi�s�t�of all (bor Installation,m fed Iso d eqqulu anIre❑uire Baa aRecgss fryy tocoaeplorna alt its site shown onche orewtr spedli%r1 herein an q oY dlr ff14 alit oilieddcr Isrhxa'l ccoonnes aoo the h ere,idE tivac junsdicltOn York State, latest edition and C.l YD shalttest aCpmfolm to the New York Stale Energy Conservation Construction No 1{vy aII corpo�ra�tions �Ipacentt�ro oerty owfers, dlllltor corrRsnigs antl/or local au Pbr��ryyleoso�vnleQQPPrea I led r��f��Ne85 oO� Sbur ions no%ia rwdlseo�nvjiumd.rbjy Ialica�Tradw9nce�I�grhe9nsgluech rte frbin utilitylegi�a ob�ocal aulhorili4:s having Jyflatl..,an. Th IS mer IC ntUre ctor shall sjQtl�eN�jX MNo) sibs fo rovldi all sitean safety peg cct rated rict as nnc[o �lne tb and ti uldsi' 9 pro ildenfor t�� seefe of e The Gener I C t cto r II noti t e rc h if n dIs r a n oc rs d ai II veil q r contractor s e fv In s. he � e N Ihped co on a 9 b eem aciva S ,,��,, pp 3���� ,�� do�conslrucslon adlw na((lons In IieAelo dlmenslons an�m p Do moo scale rowln s. Written dlrr6enslas r]formed by field conlltlo s take Z ce Iacr a Pc�---- geselh on ice Cod g matene wltlt ro Its. s Ice e re Coe n vii wo aro eon maleness An ternofworkn ices ary far mer Go lotion dl istructlor�,et i��ot s ecifi alld� coo e o (�q�r,'e Bra n or 'Are s c ca ons, shat be ons orad pR al� of tt . trar�e gni olved rlieain shark 6e per�orme m a manner seemed good The Gepennral C nt9ra�t�o{ur shall tlha ire gno2nsi sIs ffor �rn and all demolltio new General 0 ehd removal of slnt'n- - I a�sM1e a as requlreolto allow for The Architect shall not be responsible for the performance or the work of the General Contractor, Owner or any other subcontractors nor shall he guarantee their performance. The Architect shall not be responsible for any changes to this project made by owner, General Contractor or any subcontractor or material supplier unless property authorized, in writing, by the Architect The Amhltect,shall not have control over or charge of and shall not be responsible for construction means, methods, techniques, sequences or procedures or for safety precautions and programs in Connection with the work since these are solely the General Contractors responsibility under the General Contractors construction Contract No changes to these drawipgs nor to any work on this project may he made without obtaining the written approval of the Architect. The Architect shall not be responsible for the General Contractors schedules or failure to tarty out the work In accordance with the contract documents. The Arohllect shall not have Control over or charge of acts or omissions of the General Contractor, subcontractors or their agents or employees, or of any other persons performing portions of the work. The General Contractor shall confirm and venfy existing bearing Conditions and structural members before proceeding with the work. Any discrepancies discovered are to be brought to the Architects attention by the General Contractor. and cellin areas affected h new co General Contractor to patch all floor, wall, g y constmcllon Flush to match existing unless otherwise noted Including replacement and repair of all trim, finishes, etc.. Th entteredd worm sh II be mu tely fir mad, ly b level and t e well spiked ee leameenl and s�inh 21 red ortn a Iiglnstructure an io insure even Ail m ter Ions enlo/ a jnnstniled as strict conformance with all manufacturers sip1pR❑hac may tie a�no 6y u ort all a c[ong Framing and all other construction Gener�o 'ontiscftrrt �..rgyI twr�se rc�dllea IF. rrlomenr%Val orreepececemant of any ex st ndg ram ng l'orw an approvlee.y b4 ode wnllo aearegqaulllfi d sb�cPg�I dgane/a}Ja�mrinjltions en n accordanced was sn& ..r. accepta6ce p�haclice Tlhe C n� r shall Seep tconstrr�cgon aae�rom dehtr�s and rubkish rougRo ns Ion. At tie, cam a ono he roe., Con ctor she remo e a epos wB to ma nal;, sn jgols ro th s e, en eave,the compYete protect rn room can condreon. Thal(lrchiteclt lots r6ol bean re�aiioed %anV construction administration sery ces, Incu ng ut not Ilmle osle vI its Th AmhT@@ct is not rgsponslble for the legalization of any existing structures onnha su6,am property. 1l0p@ y Nghuut ll�ie wntthese he eedrawing ro i of toe Arcerilyework on this project may be made All OWN 9ow antl dhoo ris� al 5'0' slqfalls I�a fe sta , triple ondambs� Tph inryn r1Wo s1gds s elf open! cur a ve {,he a abnea er ri ler penin stud sha611 win intlone piece morn sill Val places er to eanng below. a cute No stud spall be cut tore eve piping I r er than 1 - YV in Blame{er, Iff the 1ya fr rov ion hall 6e ode cln 8so�as C rg,, s Pon nal�shu�C[uIs tnerncepsaisecled by sucs 9 P Tb trDnuettlig it nlgsly tp finnitapcloloate the Installation of piping twill only bepermitted h�a thg nolchincoos to 9or bottom esgay0 joist in rte midele tciarrd of its rt will no he perml'lta p I eutilno f �goorjoi a more than 2" is Pundl recesses r a leader the full rf p[ 07 tRe eem shell be cut m to su o he end o fie joists. Where;leesmust pass through joists, holes shall be dnlled to receive the pBpes. The diameter of such holes shall not be more than W greater than the outside diameter of the pipe. All drilling of holes should be through the neutral axis or centedme of earn where possible. All foists shall be crossbridged with solid bridging and/or 514"x 3" bridging as Indicated at mid- s an or Intervals not to exceed 8'0" O.0 and securely nailed at each end. Bridging shall not be nailed until after partitions are in cplace. Provide solid brid9In9 between joists over girders and plates of ieadnp partitions. Metal bnOging straps may be substituted and installed alccordingly. Any structural steel shall be ASTM A-36 In accordance with all AISC specifications (design, fabrication, and erection). e bolted leveled with steel shims Al packed/orltwith umnslohesecur securely an pecked light with non-shrink9roul. "mum 2 2" x 8" at interior walls Provide new wood headers mini ( and interior beano 2" z 10" at 2x4 �remed exterior rim antl 2g non -bee ( ) ( 9 O I n windows, doom and r n stud supports at al new do II with solid heal I s Wells 9 PP opening as may be required by d. Conti conditions and new construction unless otherwise shown or noted. Contractor to verify all framed o7enings, header and other framing member sizes, before ordering any winrPows or doors. Provide new full thick Insulation in accordance with New York State Energy Conservation Code requirements at all exist! ngg exterior walls and mof envelope areas exposed during new construction. All plyvrood sheathing shall be axtedor grade C -D exterior, type 1 exposure. APA structural (grade stamped) unless otherwise Indicated. Exposed pllywood soffits shall be A -C grade exterior, Type I. Joist hangers, hold down clips, etc., shall be Simpson Strong -Tie Co., Inc., air approved equal (secured with annular nails, etc., as per manufacturers specifications) for all flush structural connections Provide saddle -type, Meavy duty beam hangers as required. All exterior connectors, fasteners, site., shall be stainless steel. Provide welded steel connections for all framing hangers, etc. at steel beams, Columns, etc. All wood framing shall be constructed and installed as per "National Design Standards for Wood Construction", latest edition. Must be one of the Approved High Wind Standards Al st tour 6wa.0 aisle 6afters, Vi. ars hand g e me$s othgmise co t rNs ei� m o las r- a or 'e air as as$n �QnpeimluwwrpIlIfr•lr'IOn$ {.Y�arn�dplaymtwors ur��psa e m7$p c (perp = 1I,25ey P51; se ,30 -Uu0 PSI Ysee plans for Any addihonaottes eri� nequulVreriiihts). Double framing around all openings unless otherwise noted All wood beams bearing on steel snhall have aalminimum bearing off 2". All Ininveedrti rsieb�r�� cl'yA�l lomberr Asll Ge fres, nam knoeLs�a a as Icot, �Sidgus, or Ahesrtsdete . B mem n,%wr hCohshSQI b11s, Int catch thecrown ee�oyge nd grdr horizontal wood /a�gyln��glelack�l'dtrm1ssh/`prsrggtlum wmpouns)eliearfy for at w/(3)coats tape 3hlely� a�rall bs Inelfalletl In ad taas✓�stiowe� wai{ ererresistant and'Dens All drywalls outside Corners shall have a metal bead. vroerheaulYs ezielinall areas where existing has been removed and/or new ROMpMp dr�wall construct'onp to co%form to the American National (antlard5 socia no A91" spec, cations. Provlde metal drip flashing over all windows and doors as required. ggayrovl�e nda'�j stall'"d sum card Vinimumn), aTp "X"as nol)edo, tlfelpe�antl spaced (39co u ass o envlse cl 0��11 gypsum o rd shall REScheck Compliance Certificate Checked By/Date New York Stale Energy Conservation Construction Code REScheck Software Version 3.5 Release le Data filename: R:\Residential\Keller-213703\Construction Documents\Mist.\Energy Calculations TITLE: Keller Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE:3/21 /05 DATE OF PLANS: 1/10/04 PROJECT INFORMATION: Addition COMPLIANCE: Passes MAXIMUM UA = 401 UA = 342 14.7% Better Than Code (UA) Ceiling 1: Flat Ceiling or Scissor Truss 1349 30.0 0.0 47 Ceiling 2: Catherdral ceiling (no attic) 418 30.0 0.0 14 Wall 1: Wood Frame, 16" D.C. 1960 21.0 0.0 96 Window 1: Vinyl Frame: Double Pane with Low -E 312.34 92 Wall 2: Wood Frame, 16" o.c. 319 13.0 0.0 21 Window 2: Vinyl Frame:Double Pane with Low -E 30.34 10 Door 2: Glass: 12.334 Door 3: Solid: 21 .33 7 Floor 1: All -Wood Joist/Truss:Over Unconditioned Space 1170 30.0 0.0 39 When a Registered D ' Pr es anal has stamped and signed this page, they are attesting that to the best of his/her knowledge, belief, and profess' ju s h I s or specifications an co ;Bance with this Code. Builder/Designer Date 7Z L&' J_ The con c(oh shallor, the con hon area free fr amumpu a on f all UNDERWRITERS CERTIFICATE son Fct7{111 ef ei glsessua�ene e die�ddo�e o�mom�no sInsuergl�iipaliaRslnllo�s�ian REQUIRED tM1e i2esldeotlaloee' odlVsvi Yorkfeuteal ventilalian and �nhatuml light uas per All haabitable seace)S edict allowpfar eme�enpy a he aV ..n.t QCode to the exlWrjgnasSplsteoce bu. ng de admen neo Pe IIJJ rr nc kL L 62NATRUCTION Finished aofi h II amply With the minimum standards of the Residential Corsa of Naw �orsc �ll ne. All flenNm2 ons through new or existing roof shall be properly gashed and co n e❑lashed Piovde new aluminum flashing where new construction joins existing (typcal). N1gew alum, um tte and le de to match existing as per General Contrectorps anr�a ruc ion condaC . end axlsal� At a an� chf�ncy&as regnulm�tgmvide minimiom T-0" c earance and a ne -,,it gc Im ey veneer an provide a ummum dashing aR1 requlre� Facials to match existing unless otherwise noted. 4Il 111 Vnc CoBe to conform with the National Electric Code and the New Contfector to rovide for sl I el ctrl I cp ectioos, li titin and Power clmu14� preain , etc ,and rerate�workl%r equipment perlaming to work under his con rect and/or removal of all existin electrical Contractor [o rovl�7e for relocation oullets gitcltas, fixtures, etc., as required to accommodate no cons nt on. All existing equipment to be removed and/or relocated as required for, construchl m. All i hdng and receptacle circuits in toilet room and other wet areas to be on IS t?Imu�ss. uoll sw ofh a and issn'oleiiii on pieroas to be mounted 48" above finished floor, All HHVAC work rtpp c for cath NEC, N MA, Nall, qPlumbin Code rjuioements, Iv1er�Rcaln es, and o finances o[Iter agenuales having urs Icl'on Inc uding ealt�i �epartmen Heats in new a as to confor with c1racf 5peodmalins All work to et Cooroii�ated wlth,1 ars rdeusemenfcb. Extend exists g geatirlgn s�yslc nto news ace vI eve ins ecu h se caro, su d, retum I e w tmi separate cirbulator, shuto valves, ethermostat aRg yell required accessories II Wlndgw, des, pfions are .ndereen 400 Se inert witto hi h ped�rmance az n Parma- an' m sic ens &con c un: s sy�a,,ndia h% d re. Pin s�Alecbon oaol winnows annaccessorales as per Contract specOw I s e by of fna selected wind w a ufacu al exlenq�i wq1 d�j and a; �g e� Newi��k F. Pae�d a PtaF�aedeRS�InI.2el,� a thele First and Second floors to be air conditioned per code requirements. 00 NOT PROCEED WITH FRAMING UNTIL SURVEY 0PHASBEENIAPPROVED.ONLOATION CERTIFICATION OF NAILIN & C NNECTIONS RETAIN STORM WATER RUNOFF PURSUANT TO SECTION 45.100 OF THE TOWN CODE. PLUMBER CERTIFICATION ON LEAO CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. THE FOLLOWING PLANS AND SPECIFICATIONS, TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, ARE IN COMPLIANCE WITH THE BUILDING CODE OF NYS INCLUDING BUT NOT LIMIT 'THE FIRE CODE OF NYS THE ENERGY CONSERVATION COD OF N X D THE ZESIDEN71AL CODE OF NYS (WHERE I BLE , TE EDITION. ;PF RA P ,A APPROVED_ AS NOTED DATE: 6 - /5 / �SP. •-'� FEE' `I Zo BY: / 7 NOT FY BUILD DEPc� ING A TH M 765-1802 8 A TO 4 P FOR THET FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CC) ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS COMPLY WITH ALL CODES Off' NEW YORK STATE & TOWN COOED AS REQUIRED AND CONDITIONS 00 LI ////I SOUTHOLD TOWN ZBA VITT SOUTHOLDTOWN PLANNING80Abd 2 SOUIHOLDTOWN TA i TRUSTEES - N.Y.S DEC PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING FLOOD ZONEd4 (`t COMPLY WITH CHAPTER "46" FLOOD DAMAGE PREVENTION SOUTHOLD TOWN CODE. OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY LOAD C.T. EVERY R.R. (5) 10d COMMON Q EACH END 'SIMPSON' H7 EVERY R.R. �- 'SIMPSON'20 GA 'CS' EACH STUD TO HEADER 'SIMPSON' 20 GA m 'C SILL EACH STUD PLYWOOD SHEARWALL 'SIMPSON' LSTA36 EVERY STUD 'SIMPSON' LTP4 Q 16" O.C. ----' SIMPSON' 20 GA 'CS' EACH STUD TO HEADER 'SIMPSON' 20 GA 1n /" 'C SILL H STUD PLYWOOD SHEARWALL 'SIMPSON' H6 Q FA. A.B. 113"0 AB @36" O.C. MAX W/ 7" EMBEDMENT CONTINUOUS LOAD PATH NOT TO SCALE DRAWING IS DIAGRAMATIC ONLY AND IS NOT REFLECTIVE OF ACTUAL MEMBER SIZES OR TYPES - SEE PLANS AND SECTIONS SIMPSON STRUCTURAL CONNECTORS NAILING SCHEDULE (H7) 2E Ya LENGTH- 4x -8d TO RAFTER, 2x -8d TO PLATES, 8x -8d TO STUDS (HU28} 6x -16d TO HEADER, 4x-10dx1 Y2' TO JOIST (HU26y 4x -16d TO HEADER, 2x-10dx1 Y2" TO JOIST (CS20) 9" LENGTH- 18x- 8d (LSTA36) 36" LENGTH- 26x I Od\LTP4-12x-Bd x1K" (H6) 19"' LENGTH- Bx-8d TO PLATES, Rx -8d TO STUDS (HU28-2)- Bx-16d TO HEADER, 8x -16d TO JOIST (HU220D - Bx-16d TO HEADER,4x-10dxl Y2" TO JOIST (HU220-2)- Bx-16d TO HEADER, 4x-1Ddx 1 Y2" TO JOIST (TP37)- 32x-Bdxl Y2" (PBS66D 14xl6d (ABU88;)- ANCH DIA. 2 s/e 18x -16d NAILS OR B-SDSYy'k3 WOOD SCREWS DESIGN CRITERIA AMERICAN FOREST AND PAPER ASSOCIATION (AF&PA) WOOD FRAME CONSTRUCTION MANUAL FOR ONE- AND TWO-FAMILY DWELLINGS (WFCM) 1995 HIGH WIND EDITION CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE SHIELD UNDERLAY- MENT REQUIRED FLOOD HAZARDS SPEED (mph) WEATHERING FROST LINE DEPTH TERMITE DECAY OUTSIDE 500 YR 45 PSF 1 110 MPH C SEVERE 3 FT ...EsaTFJMEww eLl°HTIMO°ERATE 11 REQUIRED FLOODPLAIN tL000� Job No 213703 Ix.h dare: See Revision Date drawing rw.: CS -1 OC�ON m'v ,r i - z L w � z 0 za ao m nwz�w m L)0Ej n 0 0Z 2 z❑m0O z0ao UroZWW z xF U m a LqfIn? On � ,Nemo DU K C U N m aka Nm V Ira Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright ©2005 Ira Hasps[ All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY GENERAL NOTES; ENERGY CALC.;LOAD PATH; DESIGN CRITERIA It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in anyway bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date W such alteration, and a specific description of the alteration. sea S.C.T.M. # 1000-37-05-11 CONSTRUCTION DOCUMENTS drawn by NICKERNST Job No 213703 Ix.h dare: See Revision Date drawing rw.: CS -1 NAILING SCHEDUEL PER: WOOD FRAME CONSTRUCTION MANUAL ANSI/AF&PA 2001 EDITION Building Element Number and Type of Fastener Spacing of Fasteners ROOF FRAMING Rafter to top plate (Toe -nailed) 'Simpson' 'H7' per rafter Ceiling joist to top plate (Toe -nailed) 3-8d Common perjoist Ceiling joist to parallel rafter (Face -nailed) 5-16d Common each lap Ceiling joist laps over partitions (Face-nalle IJ Common each lap Collar tie to rafter (Face -nailed) 8-10d Common each end Blocking to Rafter (Toe -nailed) 2-8d each end Rim Board to Rafter (End -nailed) 2-16d each end N WALL FRAMING Top plate to top plate (Face -nailed) 2-16d' per foot Top plates at intersections (Face -nailed) 4-16d joints - each side Stud to stud (Face -nailed) 2-16d 24" o.c. Header to header (Face -nailed) 16d 16" o.c. along edges Top or bottom plate to stud (End -nailed) 2-16d per 2x4 stud 337/0° 3-16d per 2x6 stud 9.37 4-16d per 2x8 stud Bottom plate to floor joist, band joist, an joist or blocking (Face -nailed) 2-16d''' per foot FLOOR FRAMING Joist to sill, top plate or girder (Toe -nailed) 4-8d per joist Bridging to joist (Toe -nailed) 2-8d each end Blocking to joist (Toe -nailed) 2-8d each end Blocking to sill or top plate (Toe -nailed) 3-16d each block Ledger strip to beam (Face -nailed) 3-16d each joist Joist on ledger to beam (Toe -nailed) 3-8d per joist Band joist to joist (End -nailed) 3-16d per joist Band joist to sill or top plate (Toe -nailed) 2-16d' per foot ROOF SHEATHING 13.2 20" MIN Structural panels FLOOR) - 24" MIN Interior and 4' perimeter edge zones 8d 12" o.c. Gable endwall rake and rake truss 111 4" o.c. Diagonal board sheathing WHERE WHERE 1x6 or 1x8 2-8d per support 1x10 or wider 3-8d per support CEILING SHEATHING Gypsum wallboard 5d coolers 7" edge / 10" Feld WALL SHEATHING Structural panels 8d 12" o.c. Fireboard panels BASMENTS 7/16" 6d 3" edge / 6" field 25/32" 8d 3" edge / 6" field Gypsum wallboard 5d coolers 7" edge / 10" field Diagonal board sheathing o 1x6 or 1x8 2-8d per support 1 x10 or wider 3-8d per support FLOOR SHEATHING Structural panels 1" or less 8d 6" edge / 12" field greater than 1" 10d 6" edge / 6" field Diagonal board sheathing 1x6 or 1x8 2-8d per support 1x10 or wider 3-8d per support 'Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3„ on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain the load path. 'When wall sheathing is continuous over connected members, the tabulated number of nails shall be permitted to be reduced to 1-16d nail per foot. Fasteners for asphalt shingles shall be galvanized steel, stainless steel, aluminum or copper roofing nails, minimum 12 gage shank with a minimum 3/8 -inch diameter head, ASTM F 1667, of a length to penetrate through the roofing materials and a minimum of 3/4 inch in to the roof sheathing. Where the roof sheathing is less than 3/4 inch thick, the fasteners shall penetrate through the sheathing. Fasteners shall comply with ASTM F 1667. Asphalt shingles shall have the minimum number of fasteners required by the manufacturer. Asphalt shingles shall be secured to the roof with not less than six fasteners per strip shingle (Due to 120 mph basic wind speed). ------------------- SHEAR WALL STAPPING NOT TO SCALE DRAWING IS Dill RArdATIC ONLY AND IS NOT REFLECTIVE OF ACTUAL MEMBER SIZES OR TYPES -SEE PLANS AND SECTIONS A3a He LTi19) :a® iN0 936" Jn• JT II'�'I III II I „yy I I i'n II II Ilu ul II illi ' IIV I I II til I I IIII'li!ll llllpl I .11 IL' i 111 'n Mlap oli?, X411;, II IIIIIII9 IIII �,�:, it Illi t IlQ lilllll 1'111 I'lllillll ljl I IIII'llli 1111;'1, til l..' �� I ���,I I Illllllillill ,'.I� I III I I,'�I +� Il I � IIII l Pllzs 11 .. VIII I II �... I I I I,II II I'I IIII I° ;,I iI IIIIIIU I. II ill 11111 111 �I II.t(IIgII IG.I .. IIII I- I �X I I ,ygrpNy I'I j�Ei- tiiii, aden irvily 11934 "ill IiIIk�M r'aNf '"'i(qu lhlil'lllll SII II"'Il pyl .hI'1111 PI I "°M�Iil�IIltll'i Illllill � 1111;111 � loltl' Ili I . �I' ;�i'�� III I III I II IIJI" II,hI lI�tl�ol@I�IIII��ILIIIIII'I�Illlllllllllll�llll��llllli�l'ljl�llliulIAll .1IlI�II lIlll,IlIIlIl',III�I.,II I ' Id. I liq�. Illll,lglu�lll'll i4 II I�I'I IIII IIII li 11 lull III Ili IIII III'lliliiiI I:i',I llplollul'�I�IQ'..I Illlll IIIII'III :` 11 til will 1111111 111 Ali Ii�.I .IIID II�''lilllll"�I19p .. I I I Ills till II Ill Ill 11 ti1111, "o;I VIII VIIIIlllll III Ill lliulll 111 11 llllJ',III �II�,� I I', IIII III II IIII M'llllfiIlq IIII li 111 III Iz5 IIID ' yp,lld III I I 'Il till Wi III III Il,'iil�ll 1, IIII IIII all, !n'I IIID n.. ��ll Ell' II IIII III IIII .alII I'I ''�'+1"ggmh .n r,m Rar4Trv"rlu writ unxl l ��, IIII' I � �I', I I I '14 0 PLUMBING RISER DIAGRAM NOT TO S SECOND FLOOR WINDOW / DOOR SCHEDULE (FOR CODE REQUIREMENTS ONLY NOTE: ALL WINDOWS TO BE ANDERSON 400 SERIES FOR 120 M.H.P. WIND HIGH IMPACT GLASS MISSILE RATING RFnRnnM #1 - 148 S.F # Window / Opening Opening Opening Sill Light Ventilation Door Area Height Width Height (% of (% Of Designation (s.f.) (in.) (in.) (in.) floor floor P�,' N space) space) W1 (2) TW3046 5.7 124 Y4" 337/8,, 27 14 7.1 W1 TOTALS 5.7 2474' 337/0° 27 16.13 9.37 W2 RI 5.7 S.F. 24" MIN 20" MIN 44" MAX @ 8% MIN 4% MIN W2 TW3046 RI WHERE WHERE BEDROOMS REQ'D RECID W3 DHP41046 (5 S.F. @ REQ'D REQ'D AND 7.8 0 TOTALS GRADE 4.8 WHERE BASMENTS 33.6 13.2 20" MIN REQ'D FLOOR) - 24" MIN 20" MIN WHERE REGIO 8% MIN 4% MIN WHERE BEDROOMS WHERE WHERE WHERE BEDROOMS REQ'D REQ'D REQ'D AND (5 S.F. @ REQ'D REQ'D AND GRADE RFnRnnM #2 - 73Q S F RFnRnnnA ttq - 147S F # Window / Opening Opening Opening Sill Light Ventilation Door Area Height Width Height (% of (% of Designation (s.f.) (in.) (in.) (in.) floor floor P�,' N s ace space) W1 (2) TW3046 5.7 24 )'4' 33 7/a" 27 8.6 4.4 W1 (2)TW3046 5.7 2474' 337/0° 27 8.6 4.4 W2 TW3046 5.7 241/4" 33'/8" 27 4.3 2.2 W2 TW3046 5.7 24 Y4" 337/8,, 27 4.3 2.2 W3 DHP41046 NA NA NA 27 7.8 0 TOTALS tEQ'tDWHEREtWHERE 4.8 WHERE BEDROOMS 33.6 13.2 20" MIN REQ'D 5.7 S.F. 24" MIN 20" MIN 44" MAX @ 8% MIN 4% MIN WHERE BEDROOMS REQ'D WHERE WHERE BEDROOMS REQ'D REQ'D REQ'D AND (5 S.F. @ REQ'D REQ'D AND GRADE BASMENTS GRADE BASMENTS FLOOR) - WHERE REQ'D FLOOR) - WHERE REQO WHERE o WHERE RFnRnnnA ttq - 147S F # Window / Opening Opening Opening Sill Light Ventilation Door Area Height Width Height (% Of (% of Designation (s.f.) (in.) (in.) (in.) floor floor O N space) space) W1 TW3046 5.7 24)4" 33 %B' 27 7 3.5 W1 TW3046 5.7 24 )4' 337/8-, 27 7 3.5 W2 A21 .891/2" 24,Y4," 133 7/3" 49 2 .5 W1 TOTALS 5.7 241/4' 337/e' 27 17 7.5 W2 REQ'D 0" MIN 44" MAX @ 8% MIN 4% MIN tEQ'tDWHEREtWHERE 4.8 WHERE BEDROOMS REQ'D REQ'DREQ'D 20" MIN 44" MAX @ 8% MIN 4% MIN AND REQ'D WHERE WHERE BEDROOMS REQ'D REQ'D BASMENTS (5 S.F. @ REQ'D REQ'D AND FLO WHERE RI GRADE BASMENTS WHEIRE FLOOR) - WHERE REQ'D WHERE nAACTFR RFnRnnM R SITTING ROOM - 470 S.F. #- - Window/ Opening Opening Opening Sill Light Ventilation Door Area Height Width Height (% of (%of Designation (s.f.) (in.) (in.) (in.) floor floor O N space) s ace W1 TW3046 5.7 2474' 337/8° 27 2.14 1.2 W1 TW3046 5.7 241/4" 337/8,, 27 2.14 1.2 W1 TW3046 5.7 24,Y4," 133 7/3" 27 2.14 1.2 W1 TW3046 5.7 241/4' 337/e' 27 2.14 1.2 W2 EXISTING NOT INCLUDED IN CALCS TOTALS 8.56 4.8 REQ'D 5.7 S.F. 24" MIN 20" MIN 44" MAX @ 8% MIN 4% MIN Z o REQ'D WHERE WHERE BEDROOMS REQ'D REQ'D (5 S.F. @ REQ'D REQ'D AND GRADE BASMENTS FLOOR) - WHERE REQ'D WHERE o wwc� Ira Happel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright ©2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY NAILING SCHEDULE PILING; SHEAR WALL RISER; WINDOW CALC. It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item In any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. as S.C.T.M. # 1000-37-05-11 Place' CONSTRUCTION DOCUMENTS 'drawn by. Jab No.: NICK ERNST 213703 eC"le' date: See Revision Date drewing rw' CS -2 W --- 0 C N O N .-man ILI Z o o wwc� Zoom Z 0 p 2Z U ow ¢ w Z ow O a j Z U 0WW a W F0 2 > Z m > DIXOMIXID iN r N m V Ira Happel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright ©2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY NAILING SCHEDULE PILING; SHEAR WALL RISER; WINDOW CALC. It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item In any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. as S.C.T.M. # 1000-37-05-11 Place' CONSTRUCTION DOCUMENTS 'drawn by. Jab No.: NICK ERNST 213703 eC"le' date: See Revision Date drewing rw' CS -2 N 10°28'00"W 16.96' N37037'45"W 17.71' N00005'48"W 25.35' SPRING PO X O rye. /i i (2)10' DIA. x0 DEEP CONCRETE LEACHINGP OLS(DRYWELL wI IF 10% / ' I REINFORCE CHINGTRAFFIC TODRYCOVER. O*r(._l! ' ' � 7 CONNECTL CHING TO ORYWEL / // CIO WA R I 20'-0" MW - I / \ 1V DIA Q / EXIST I `? I / I DRY WELL x n-7 \ SYSTEM / PROPOSED _ 62i / o GRAVEL DRI 4 Q1 1 cn I 001 \ 1 No I �I I I .. 21.5 X I III ,, .X✓ i / \ 41 W 1 % PE Wit Ln /ryy 5 lS4 '� PR POSED �2n F�0� A DI10 / o LINEAL@NO APPAREIpT I 1 ��y�O• HIGH W TER K EXISTING 1 2 STORY t� FRA YS.F. EL. 14.4' a ND \V(9% \\• N25029158"W, 57.10' M XIST TREE TO REMAIN PROVIDE PROTECTIONH DURING CONSTRUCTION I r � i X j �x X x t� _ " d IFOA �^ DRY WELL@y �Xn / IST. LP - �GA TANK 58.1' 671.055 9.75' 16.9' 164.775 / 73 orb•/ 36.27 9.1' 13.5' XIST i / STORY BAY / 11.95' r.EXI BRICK P 12.7' 8.0' 7D 12.7' 71 70 1`6 9 \ 77 W CALCULATIONS FOR AVERAGE GRADE TO DETERMINE MAX. BUILDING HEIGHT ELEVATION TAKEN X WALL LENGTH - 11.55' 58.1' 671.055 9.75' 16.9' 164.775 9.3' 3.9' 36.27 9.1' 13.5' 122.85 28.4' 10.5' 298.2 11.95' 10.0' 119.5 12.7' 8.0' 101.6 12.7' 8.0' 101.6 11.007' X 146.8' =1 -i-4-6615 8 .85 = 11.00' =AVERAGE GRADE . MAXIMUM ALLOWABLE_ BUILDING HEIGHT BY (CODE 35' ABOVE GRADE = MAX. BUILDING HEIGHT= 46.00' PROPOSED HEIGHT OF BUILDING = 32'-11"ABOVE 11.0' ELEVATIONPROPOSED HEIGHT43.92' TO RIDGE SITE PLAN SCALE: 1 - 10'-0" Legend: - EXISTING WALL TO REMAIN 1111111i -NEW WALL BASED ON SURVEY BY: JOSEPH A. INGEGNO LAND SURVEYOR DATED DECEMBER 31, 1998 REVISED 03/24/05 LOT COVERAGE: EXISTING HOUSE: 1,320.13 SF = 11.4% LOT COVERAGE EXISTING DECK: 223.83 SF = 1.9% LOT COVERAGE TOTAL EXISTING: 1,543.96 SF = 13.3% LOT COVERAGE PROPOSED HOUSE: 2,090.9 SF = 18.06% LOT COVERAGE EXISTING DECK: 223.83 SF= 1.9% LOT COVERAGE PROPOSED TOTAL: 2,314.73 SF = 19.96% LOT COVERAGE TOTAL ALLOWABLE: 2,314.84 SF 20.0% LOT COVERAGE KELLER RESIDENCE Ira Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.00m Copyright © 2005 Ira Hasps] All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY SITE PLAN ELEV. CALCULATIONS MEZZ. CALCULATIONS It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any Way bearing the seal of an architect. If an alteration Is made, the altering architect shall affix to his Item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. Seal .mS.C.T.M. # 1000-37-05-11 Phase: CONSTRUCTION DOCUMENTS drawn by. NICK ERNST Jab N., 213703 acele data. See Revision Date drawing m.. CS -3 OCme� 0 O N z w 0 o m�E r m o C O O 0_,'W Om m p zO O O 2 of j0�oam p nW2 2 m U O C K 2 U m w > m C ik r N m V Ira Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.00m Copyright © 2005 Ira Hasps] All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY SITE PLAN ELEV. CALCULATIONS MEZZ. CALCULATIONS It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any Way bearing the seal of an architect. If an alteration Is made, the altering architect shall affix to his Item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. Seal .mS.C.T.M. # 1000-37-05-11 Phase: CONSTRUCTION DOCUMENTS drawn by. NICK ERNST Jab N., 213703 acele data. See Revision Date drawing m.. CS -3 1 SECOND FLOOR DEMO PLAN SCALE: 1/4 = 1 —0 Legend: - EXISTING WALL TO REMAIN EXISTING WALL TO BE REMOVED D - NEW WALL NOTE - CONTRACTOR TO VERIFY EXISTING JOIST SIZE, SPACING, AND SPANS. - CONTRACTOR TO NOTIFY ARCHITECT FOR DIRECTIONS PRIOR TO PROCEEDING. Ira Haspe/ Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irehaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECOND FLOOR DEMO PLAN It is a violation of the law for any person, unless acting under the direct supervision of a Ilcensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal Tax map no. S.C.T.M. # 1000-37-05-11 Pham: CONSTRUCTION DOCUMENTS danan by. Job No.. NICK ERNST 213703 rcele: date. See Revision Date drawing no.: D1-2 OC c�en Z 2 Z O o H °dmw Z w m ❑d w U' W m p Ud w O Z m 3 O O F O a U N U Z w W Y p y W 2 y>N w 2 N o O W D rraU O D M N it r N CJ V Ira Haspe/ Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irehaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECOND FLOOR DEMO PLAN It is a violation of the law for any person, unless acting under the direct supervision of a Ilcensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal Tax map no. S.C.T.M. # 1000-37-05-11 Pham: CONSTRUCTION DOCUMENTS danan by. Job No.. NICK ERNST 213703 rcele: date. See Revision Date drawing no.: D1-2 FLOOR. a�aM �Cmen z Q w K z 0 O Q ti N N N Z J N Z W O M a ot = w o w w Z K z 0 D 0 d J N U Z O W 0 z X0 a w Z N N> N G > 0 W Z 0 m > D 0� o w w m atm ntm a ira Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright ©2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED FOUNDATION PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal T. map no. S.C.T.M. # 1000-37-05-11 pm. CONSTRUCTION DOCUMENTS 'drawn by Jab No.. NICK ERNST 213703 aceb: 'dale: See Revision Data d,awlnp ro.: Al -0 V) 19/4"x18" L V L. FLUSH HDR w/(3) i CARRIAGE BOLTS 24" O C - CONTRACTOR TO VERIFY EXISTING JOIST SIZE, SPACING, AND SPANS. WALLS OVER %' TYPE "x" GYP. BD.; GYP BD AND OUT TYPICAL - CONTRACTOR TO NOTIFY ARCHITECT FOR DIRECTIONS PRIOR TO PROCEEDING. TO RECEIVE TAPE & 2 COATS OF SPACKLE /ra Haspe/ Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX:631/665.7595 www.irahaspel.com Copyright @2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED FIRST FLOOR PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in anyway bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal S.C.T.M. # 1000-37-05-11 CONSTRUCTION DOCUMENTS tl, nby. HICK ERNST Job No: 213703 vicely: tlate. See Revision Date drewing AM z w z O t- pOm 2 WORM 0 W 0 O 9�W W ❑ 0❑ m 2 Z Z Z O �i K 0 o F o a U H Z W w � Oa: ❑m N Z m N m 0 D > K Z m > N K U m /ra Haspe/ Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX:631/665.7595 www.irahaspel.com Copyright @2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED FIRST FLOOR PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in anyway bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal S.C.T.M. # 1000-37-05-11 CONSTRUCTION DOCUMENTS tl, nby. HICK ERNST Job No: 213703 vicely: tlate. See Revision Date drewing AM -� 2x6 LEDGER BD. -2x6 SOFFIT SUPPORT @ 32" O.C. 1x6 T&G SOFFIT (3) 2x12 FLUSH HDR. '14' H.D.GALV WHITE ALUM. BOLT TO GUTTER 10 CORNER 2x6 WRAP IN / WHITE BAKED ALUM E / SOLID POST IN WALL 3 -0 VINYL SOFFIT A3s ; ® 2,_2„ VENT — (3) 2x12 FLUSH HDR. LET IN 1(TYP.) WRAP IN WHITE ALUM " H D.GALV.THRU Q`w+�6,\ \ `•.. 6 o N BOLT TO 4x4 b / / / \ry\ No \110Zz- n —4x4 MAHOGANY ��-18" WIDE WEATHER WATCH`C / / / ^ '`Oy \ ,T`.' \s BEHIND BRACKET /y5 'WAL / / PLY ON ONE IDE �O s CORNER LV.BOLTS TO / / / y \ �, \' - CORNER POST t ../ i(GLU E&NAIL) 5z"STA GGERED j i NEW \ �• \\, � � 1STRUCTURAL BRACKET B O STUD WALL W/ '' s BED ROOM #2 \�\ / \ryl P FULL THICKNES `+ CATHEDRAL \ \/ SCALP.: 31V -V-0" Aaz / ry,.l} SOUENUA N �\\ A 12'-8" CEILING HEIGHT NOTE: 32'-102:: "(4)2x6 POST p�1 /// ` B K \! `"b+, DECORATIVE BRACKET TO MATCH '\ EXIST. BRACKETS / / / ATTACH (2)\�, d \, Ati 0�9,"�` O 6 8 P \- 29' 1" // ,,: i. 2x10HDR. TOLVL FOp WINDOW . `" ' P! \ (HU210 `'1p \\ NEIN \ O� STORAGE SEATwl BED ROOM NI �- 4'- I1" P�' �/ p� \ ` \ 9 / 8'-1" PLATE HEIGHT IN 2 4'- ��tpP/\'Sy K p, , / �'/ \ CL. ; 2x6 C.B. @ 16" (5) 2x4 POST / �' \ s' 0 SD / i / \ SHEAR WALLY" O / G o; ": �, O «+ti _ _ / / `� O,C, w/ DISPLAY PLY ON ONE SIDE / VENT TO EX . / 0 �, vu ry /�- �p / ,�. / ' � O 6 CM \ �' Q -I SPACEABOVE `': 0:: GLUE&NAIL F1,e_ (() �� _ _ 246 ry1'J BATH ._.,'' 6+ SD (2) / b/ 7'_0 CM \ ( — — — 2 2x10 HDR. 5 x6 POST .(� + O�NEW S TW344 _ O I 2 10 HDR. 5 PLATE ` �!T Oe! \�\ ? 'J / / \ CEN R WINDOW ON m ` �' WINDOWS BELOW C,O \ '!G O ,x SHEAR WALL �'a'"' h� O 6' HLE o, ,, s '(° (2)2x10 CL. / I( � m PLY ON ONE SIDE � MASTER BEDROOM F E STANDIN �, O RECES ED ,: \yy N HDR (GLUE&NAIL) m 181, IIi io T B 1 m 11:-6:, / ❑ � 2 ", :i D ° 2 � ,. V NEW SITTING SPAC m w NEW a (2 8 HDR\00GPx' y (2) 2X12 HDR. 7S U Ci M. BATH v NEW iii + HDR. 11 AL UNARY (5)\ U_ 30 io iI]`v m,SHELVES o / 2 Ni !r WALLGLASS /G S \o•. // '-10" x 2x8 R.R. 16' O.C. OI iv WALL DOO I- I— w vi / r\ a 5) x '\^ .. / �j FRAM SHED 0I O /OiL'� POS 7'-9 L / 1 R OF 1„ RECESS i! ssnT U 2 2x10 LN. 44 / in 16'-12 M.C. nil - 6' 0„ - r HD ___,��' V`f�� Ob`a/(4)2x6 POS = in m ❑ x6'8' 3'0"x6'8" P.D. 2L2x10 FLUSH HDR?, _ '� / CENTER WINDOW A = m ALJ�1ty,___,,� ` - i1�- / OVERHANG W/ EN m O 2x10 i SHEAR WALL �a" of LINE OF H DR. BELOW A3 -t cu HDR. i PLY ON ONE SIDE = ABOVE CM �i���� (GLUE&NAIL) x SD M j CM `to 13'-112PIPAVY HI" SOLID / O z¢ PULL SOAWR @75 RIS. m (5)NWALLOZT 01 ___ ----_.-2: p % N MASTER SITTING ROOM ❑ J o FV.R. TO CODE; SHE w 046 al m AS SELECTED O 2x6 : 2 C7 � �mOm I BY OWNER - NEW STRUCTURE TO ? N HDR. 2) 2x 0 HDR 2 6"xfi'8" SUPPORT VALLEY. y 1 , . NEW W.I.C. 1 OFFICE 7 IN (2) 2xB 12'— 3 1 CONSULT ARCHITECT \ u� io HDR. SO AFTER DEMO FOR w I on CM O BOXOUT AROUND w a' (2) 2x8 SIZING _ �; CHIMNEY LEAVE TWO o¢� 02x10 FLUSH HDR. ;a CHIMNEY ~ ¢ EC G BLE UP ABOVE CLEAR FROM - - - NE 31„ I BE--NEI o #3 o i in 2 7'-10" 2 9'-4' P w ❑ 1 CATHEDRAL NEW m n w 12'-0" A.F.F _ 11I CL. mo S?QWER �N 1 c 6 c e. n 16" D.C. m axe c,B. 16"0 n \\ / (2) 2x12 HDR. 2x10 HDR- i, (2) 2x1 HDIR (3)A2 Z (2) 1 1 .: \ - - - - - - - - - - - - - - _ _ (5) 2x4 POO ST (5) 2x6 PO T NEW RIDGE TO SHEAR WALL Yi (4) 1u"x(6" LVL's PLY ON ONE SIDE W/ (3)�. BOLTS @ NAIL) 24" 24" O.C. A&] O 8 10 4:_62., 7' 9.: H 10,_x(.. � o SECOND FLOOR PLAN SCALE 1/4"—l' -O" F,� �Cmer Job No.: 213703 o00 Legend' NOTES: SECOND FLOOR AREAS: NOTE: " 1- ALL EXTERIOR SECONL EXISTING SECOND FLOOR: 735 SQ.FT. ALL NEW WINDOWS AND DOORS TO HAVE FLOOR WALLS TO BE 2x6 PROPOSED ADDITION: +1,285 SQ.FT. NET NEW TRIM TO MATCH EXISTING, INSIDE - EXISTING WALL TO REMAIN TOTAL SECOND FLOOR: 2,020 SQ.FT. AND OUT TYPICAL 2- SOUND ATTEN. IN ALL INTERIOR WALLS D - NEW WALL 3 -ALL CLOSETS TO RECEIVE A HANGING ROD AND SHELF UNLESS z z NOTED OTHERWISE 8'-1" PLATE HEIGHT IN \ CL.; 2x6 C.B. @ 16" O.C. wd DISPLAY SPACE ABOVE A 1 a3� 1'r -a- Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 w Jrahaspel.00m Copyright © 2005 Ira Haspel All Rights Reserved. Pmlacr name entl bcatlon. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECOND FLOOR PLAN WARNING: ` It is a violation of the law for any parson, unless acting under the direct supervision of a licensed architect, to alter any Item in any way beadng the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered Tax map no S.C.T.M. # 1000-37-05-11 Phase' CONSTRUCTION DOCUMENTS Drawn by, NICK ERNST F,� �Cmer Job No.: 213703 o00 O ry See Revision Date drewing no.: Al -2 z z w � z O O Q N N zo o w � wza�m o K w OU ❑ O O Z m O O H j z rzmw M O a �grc m moz N m �o z m O r=owm ik� Nm V 1'r -a- Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 w Jrahaspel.00m Copyright © 2005 Ira Haspel All Rights Reserved. Pmlacr name entl bcatlon. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECOND FLOOR PLAN WARNING: ` It is a violation of the law for any parson, unless acting under the direct supervision of a licensed architect, to alter any Item in any way beadng the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered Tax map no S.C.T.M. # 1000-37-05-11 Phase' CONSTRUCTION DOCUMENTS Drawn by, NICK ERNST Job No.: 213703 .eels: data: See Revision Date drewing no.: Al -2 VENTED SHINGLE PACK BE SIDING 36" WIDE BEHINI - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR W/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC' MATERIAL. � N O Q R UC mvr z w Z O H Dam z w w � N D U pm r W zz oo J m D wm z p o pW U w r U z 0 a w x� 0 0� W,0 z N U K z m>1a� 00ob O ik� Nm V Ira Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED ROOF PLAN Il is a violation of the law forany person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an amhitecL If an alteration is made, the altering architect shall affix to his item the seal end the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal Tax map no. S.C.T.M. # 1000-37-05-11 Phase: CONSTRUCTION DOCUMENTS drawn by. Jab No.. NICK ERNST 213703 scale' dare See Revision Date J.Ift m.. Al -3 DECORATIVE TC. FLUE CAP; 4" CONCRETE CAP SLOPE; Yz" CORBEL EA. OF LAST 4 COURSES CONTINUOUS LOW AX: BUILDING HEIGHT; EL. 46.0'_ PROFILE RIDGE VENT FLASH --� EXIST RIDGE VALLEY FLASH AND 36' WIDE WEATHER WATCH (TYP.) BEDROOM CEILING HEKQHHT; 12'-6"A.F.F. — BEDROOM #3 CEILING HEIGHT; 12'-P' A.F.F. +SECOND FLOOR CEILING; EL. 32.12' V' 0" TAILS �_ SECOND FLOOR HEADER HEIGHT; EL. 30 74' of SIDE WALL STEP——� FLASHING WHITE BAKED GUTTER & SECOND FLOOR_EL. 24.04' LEADERS FIRST FLOOR CEILING; EL. 23.48' NEW SIDING TO MATCH EXIST 8' FLASH (TYP.) H.R. TO CODE SO A 4", SPHERE CAN NOT PASS THROUGH (TVP.) NOTE: A D F [MAIN R.B. REST ON TOP s r aa -a na s OF REVERSE R.B. INE OF MAIN (211 %"x14" L.V.L. R B Fj, IRST FLOOR. EL. 14.4' + it AVERAGE GRADE; EL. 11.0' i I PIPE TO DRYWELL (TYP.) EXIST. FOUNDATIO 4WALL�— EAST ELEVATION SCAT E: 1/4"=1'-10rr NOTES: 1) 1'-0" FLYERS (TYP.) 2) V-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT -WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM -1x10 PINE FRIEZE BD. FURRED OUT w/Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR wl OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. IN PARTIAL (F)(G)A3-6 • ••• 36"WIDE WEATHER WATCH ALL 17111 •1 1 Il�rrll r111rIIlpipriprrprlprlllr■Ilr■1 Inmlrmlrlrn■irlrlrinrlrYrinrinnnl lerelt!■e+lmeleren■ererelerell�■e+rrelerrll tiC = a 71�;IICii7� 711�� 7C l�li 7lplCi �' Ir■rlr■r1�IllrlrrlllY■rli■ilr■rlr■rir■r+rr■IY IrI�1�1�11111�11rI�Irl�lflprl�Irl�Irl�llr rll Iran■rlrlrrlrrurulrnlromrlrrinnn ii Bili 1 � i� iBili n iii 1ii11 i lii+i lii1� l iii Iii r iii Ir■rlr■rllll■rlr■lilt■rlr■rirll■Irrrlr■rlr■r11 nlnnrrllrnnnnrnlrnl nlrn+r.Ios-: Irl■IIV �rrlrlrlrllrlrlrlrlrnlrlrlrlrlr:rll my \annrunon■rlr■ru■rrnrn WWI tr ,\ul+nnol+rlllrll■►ulr■1 �`„rlii I�ill'.1i f is Irrli ��i\ �rielr Iran+rnlru IrlrlrlrllrnlrlrlrlrlrlGlrn�''rlrlGnlrnll Ir■rlrrrlll■ MONSOON UNION liIll`tll■rrrlrl■rr■lr!:rr'I1l`r1+rINloillrIo■IiIl■rniilrlrin1riirl■■+■i■+ i1 111r■11w■11mN■IlrrrllrLrlrillw■II all roil r■! Irlrlrlrlllist rllrtr!, nlrlrlrINN rnlrIrdl Irlrrrlll■r:r■Ir►drlrNirirlr■rlr■r1 IN 1 11■I ii III ® •_c lrirl u+wul rrrV lrl � �Ihlirl CONTINUOUS LOW PROFILE RIDGE VENT 40 YEAR ASPHALT ARCHITECTURAL SHINGLES w/(2) 15 LB FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES wl1/2" CDX PLYWOOD SHEATHING -BRAC--KET--- NOTE OVERHEAD GARAGE DOOR AS 7 — SE LECTED BY OWNER r J F_ — IJ i Fj--------J----------- -J L----L---J NEW 12" WIDE P.C. FOUNDATION WALL W/4" STONE SHELF TO BE 48" BELOW GRADE w/ 8'724" STEPPED FOOTINGS AT 2'-0" HOR. (MIN CONTINUOUS'T' FOOTING, W/ (3) #5 DIA. REBAR CONTINUOUS, #5 REBAR TRANSVERSE @ 24" O.C: 45 TO V-0" VERT. (MIN) (TYP) DOWELS @ 24" O C; 5' GLAV. A.B'S @ 36" O.C; W/ 3' SQ. WASHERS; SEAM SEAL, COPPER FLASH BETWEEN FOUNDATION & (2) 2x6 ACQ. SILL PLATES —1x3 CROWN @ GABLE END —1x8 SUB FACIA (TYP ) 1x10 FRIEZE BD. (TYP.) w/ 1x3 CROWN &A ROUND WEAVE CORNER SHINGLES (TYP.) --EXTERIOR LIGHT — — - BLUESTONE CAP _------NEW STONE VENEER SELECTED BY OWNER GARAGE FLOOR; 12_> ��— PIPE TO DRYWELL (TYP) 18" CEDAR RED CEDAR PERFECTIONS 6" TO THE WEATHER 1'r -a- Haspei Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright @2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED EAST ELEVATION It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his Item the seal and the notation'Allered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal ?ax map no: S.C.T.M. # 1000-37-05-11 Me.: CONSTRUCTION DOCUMENTS tlrewn by: Job No NICK ERNST 213703 d.wing..: See Revision Data A2-1 oC��Lr' z w � Z O o ¢ y y zr w od m w 0 w U MZ Z � m mw z Z O m O z O 3 o U m Z V z O W a w X O mm[e W 2 m o z U U m y K m ik r N M V 1'r -a- Haspei Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright @2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED EAST ELEVATION It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his Item the seal and the notation'Allered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal ?ax map no: S.C.T.M. # 1000-37-05-11 Me.: CONSTRUCTION DOCUMENTS tlrewn by: Job No NICK ERNST 213703 d.wing..: See Revision Data A2-1 AM CONTINUOUS LOW ROOF CONSTRUCTION CONTINUOUS LOW PROFILE RIDGE VENT 40 YEAR ASPHALT ARCHITECTURAL SHINGLES PROFILE RIDGE VENT w1(2) 15 LB. FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES w/1/2" COX PLYWOOD SHEATHING WEARWATCH ENTIRE ALLEY ENTIRE VALLEY FLASHING 1x3 CROWN/ 1x8 SUB FASCIA (TYP.j—' 1x10 FRIEZE BD. (TYR) w/ 1x3 CROWN &X ROUND WHITE ALL GUTTER & LEADERS WEAVE CORNER SHINGLES (TYP.) FLASHING _ El [Ell EXTERIOR LIGHT 8" HIGH FLASHIN \ BLUESTONE CAP E NEWSTONE VENEER + �� J_I �J J l"I� C _�,J J I 11 SELECTED BY OWNER S_. 4,GARAGE FLOOR; 12.' NOTE: OVERHEAD GARAGE DOOR AS SELECTED BY OWNER ----- PIPE TO DRYWELL ------------------ — — — — — — — — — — — — — — — — — — NEW 12" WIDE P.C. FOUNDATION WALL W/ 4" STONE SHELF TO BE 48" BELOW GRADE w/ 8"x24" CONTINUOUS'T' FOOTING; W/(3)#5 DIA. REBAR CONTINUOUS, #5 REBAR TRANSVERSE @ 24" O.C; #5 DOWELS @ 24" O.C; e" GALV. A.B.'S @ 36" O.C; W/ 3" SQ. WASHERS; SEAM SEAL, COPPER FLASH BETWEEN FOUNDATION & (2) 2x6 ACQ. SILL PLATES NORTH ELEVATION SCALE: 1/4"=1'-0" NOTES: 1) V-0" FLYERS (TYP.) 2) 1'-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. -VINYL SOFFIT VENT -WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM -1x10 PINE FRIEZE BD. FURRED OUT w/Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. A 11! ECORATIVE TO. CONCRETE CAP; EA. OF LAST 4 CC - THRU WALL FLASHING AT CHIMNEY CAP; 4" :; YY CORBEL GAS OUTLET FIOR 2" BLUE STONE STEPS I VEXIS .8x8 R.R.T. EXIST PLANTER BOX BBQ BY OWNIER I PIP TO DRYWELL (TYP)_I L EXIST P) F' FOUNDATION L_ -_1L — — — — — — — _ — — _ _ — _ — _ — — — — — — L — — — _ — -I — — _ — — — _ — _J WALL — — — — — — — — — — — — — — — — — — — — — — I MAX_BUILDING HEIGHT; EL. 46.0',1_111 ROOF LINE TO REMAIN _BEDROOM CEILING HEIGHT.121-611 SECOND FLOOR CEILING; EL. 32.12',L4 SECOND FLOOR HEADER HEIGHTS . 4- T SECOND FLOOR, EL FIRST FLOOR CEILING; EL. NEW SIDING TO MATCH EXIST. H.R. TO CODE SO A 4" SPHERE CAN NOT PASS THROUGH (TYP.) FIRST FLOOR_EL. 14.4',I, - AVERAGE GRADE; 1'r -a- Haspe/ Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspet.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED NORTH ELEVATION It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal S.C.T.M. # 1000-37-05-11 Phase' J CONSTRUCTION DOCUMENTS -drawn Cy: NICK ERNST Jab N". 213703 ecek. tleYe: See Revision Date d.Wny ro.: A2-2 OCmv,� O N z w Z O p QN rNq Z H W J m Z OO W M J O M U Z Kw F � om3 � Z zO O O O FZM Ko J w ww a w z z w M w> o 4 K Z O W m 1'r -a- Haspe/ Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspet.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED NORTH ELEVATION It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal S.C.T.M. # 1000-37-05-11 Phase' J CONSTRUCTION DOCUMENTS -drawn Cy: NICK ERNST Jab N". 213703 ecek. tleYe: See Revision Date d.Wny ro.: A2-2 A3-5 CONTINUOUS LOW PROFILE RIDGE VENT ROOF CONSTRUCTION 40 YEAR ASPHALT ARCHITECTURAL SHINGLES w/(2) 15 LB. FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES W/1/2" CDX PLYWOOD SHEATHING 2x6 FACIA WHITE ALUMINUM— GUTTER & LEADERS WEAVE CORNE SHINGLES (TYP.) 8" FLASH (TYP.) —\ BLUESTONE CAP----. NEW STONE VENEER—_ SELECTED BY OWNER /, GARAGE FLOOR_12.4- PIPE TO DRYWELL (TYP.)-- NEW 12" WIDE P.C. FOUNDATION WALL W/4" STONE J� SHELF TO BE 48" BELOW GRADE w/ 8'x24" CONTINUOUS'T' FOOTING; W/ (3) 45 DIA. REBAR L _ — _ _ — — — CONTINUOUS, #5 REBAR TRANSVERSE @ 24" O C; #5 DOWELS @ 24" O C. s" GLAV. A.B'S @ 36" O C; W/ 3" SQ. WASHERS, SEAM SEAL, COPPER FLASH BETWEEN FOUNDATION & (2) 2x6 ACQ. SILL PLATES WEST ELEVATION SCALE: 1/411=1r-0tr NOTES: 1) V-0" FLYERS (TYP.) 2) V-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT -WHITE ALUM, GUTTER 3) RAKES FIVE PIECE TRIM - 1x10 PINE FRIEZE BD. FURRED OUT w/Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. ADDITION CONTINUOUS LOW PROFILE RIDGE VENT 36" WIDE WEATHERWATCH d M M11 —DECORATIVE TC. FLUE CAP; 4" CONCRETE CAP SLOPE, Y2" CORBEL EA. OF LAST 4 COURSES MAX. BUILDING HEIGHT; EL. 4. 64 IH PAN FLASH OF EXIST. RIDGE SECOND FLOOR CEILING, EL. 32.12' ,L SECOND FLOOR HEADER HEIGHT; EL 30.744 ANEW RAKES AND FASCIAS TO MATCHd _I EXISTING io EXIST. ROOF LINE TO REMAIN SECOND FLOOR; EL 24.04' FIRST FLOOR CEILING; EL 23 —. —. — • — • —. —rill —. —. �. . . —. —. —. — —. —. -rI. —. —. —. —. — EXIST. PLANTER BOX / EXIST. EXTERIOR OWER F_— — — — -I NEW BILCO DO R _ � \• PIPE TO DRYWELL(TYP.) — J STAIRS I� PIPE TO DRYWELL(TYP.) 1 BASEMENT L -- NOTES: EXIST. FOUNDATION WALL NEW TRIM AROUND WINDOWS TO MATCH EXISTING WINDOW TRIM. RAKE AND EAVE TO MATCH NEW CONFIGURATIONS OF MATERIALS TYPICAL THOMAS D. REILLY, P.C. STRUCTURAL ENGINEER 4 BEZEL LANE SMITHTOWN, N.Y. 11788 631.724.7888 - FAX: 631.724.5740 EXIST. DIECORATIVE , # BRACKET(T'P m Prose. HR TO CODE SO A 4" CONSTRUCTION DOCUMENTS —SPHERE CANNOT PASS THROUGH (TYP) FIRST FLOOR, EL. 14. ' —. —. — • — • —. —rill —. —. �. . . —. —. —. — —. —. -rI. —. —. —. —. — EXIST. PLANTER BOX / EXIST. EXTERIOR OWER F_— — — — -I NEW BILCO DO R _ � \• PIPE TO DRYWELL(TYP.) — J STAIRS I� PIPE TO DRYWELL(TYP.) 1 BASEMENT L -- NOTES: EXIST. FOUNDATION WALL NEW TRIM AROUND WINDOWS TO MATCH EXISTING WINDOW TRIM. RAKE AND EAVE TO MATCH NEW CONFIGURATIONS OF MATERIALS TYPICAL THOMAS D. REILLY, P.C. STRUCTURAL ENGINEER 4 BEZEL LANE SMITHTOWN, N.Y. 11788 631.724.7888 - FAX: 631.724.5740 Ira Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright ©2005 Ira Haspel All Rights Reserved. EMTEC CONSULTANTS INC. CONSULTING ENGINEERS 3555 VETERANS HIGHWAY SUITE M RONKONKOMA, N.Y. 11779 631.981.3990 - FAX: 631.981.3971 KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED WEST ELEVATION It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation 'Altered by:" followed by his signature, the date atsuch alteration, and a specific description of the alteration. seal ,w.: �mpS.C.T.M. # 1000-37-05-11 Prose. CONSTRUCTION DOCUMENTS drawn by. Job No.' NICK ERNST 213703 arale. data See Revision Data z W H z 0 Zt2 n, M zoo, U a z n H a0 low z 0.3M O a U 0 a 0 KO F z . a n p W U' z z UKUWrLm Z m 4�j pJ ae� Nma Ira Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright ©2005 Ira Haspel All Rights Reserved. EMTEC CONSULTANTS INC. CONSULTING ENGINEERS 3555 VETERANS HIGHWAY SUITE M RONKONKOMA, N.Y. 11779 631.981.3990 - FAX: 631.981.3971 KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED WEST ELEVATION It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation 'Altered by:" followed by his signature, the date atsuch alteration, and a specific description of the alteration. seal ,w.: �mpS.C.T.M. # 1000-37-05-11 Prose. CONSTRUCTION DOCUMENTS drawn by. Job No.' NICK ERNST 213703 arale. data See Revision Data d2vdr,g m.. A2-3 i m DECORATIVE TC. FLUE CAP; CONCRETE CAP SLOPE; Y? CORE, EA. OF LAST 4 COURSI �. BUILDING HEIGHT; EL. 46.0 , FLASH EXIST. ROOF LINE SECOND FLOOR CEILING; EL. 32.12' �COND FLOOR HEADER HEIGHT: EL. 30 74' RENOVATON & ADDITION @ SECOND FLOOR BRACKETS & HANG ADDITION @ SECoND FLOOR ------------ GABLE VENT W/ INSECT SCREEN 36" WIDE WEATHER GUARD AND 12" CONCEALED FLASHINGS .oor..— in. cl11r�.rr�.�r�.�ro�+.�rr.n�.�r�.�r�.nr.n�.�r�.�r�.� ��nrmr■nr■nonrnlrnlrnlrnurnrnlrulrnrr■nrnlrinr■nrnl ilrilJrlrlrlrlrlrlrlrlrl�Irlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrlrl/ .Irrrlrulrnlr■rlrrrinrlr■rlr■rlr■rlrutr■rtrrrlrurnlrntrrrlrn �-'+r■!!r■Ilr■Ilr■Ilr■Ilr■Ilr■IIIrIlr■Ilpllr■Ilr■rr Ilr■Ilr■rrl71 �� �mernnnnnrlrinnnrinrulonnnnnrlimnnonur -.rtr.rlr+rlrrrlrnlr+rlrrrlrrrlrnlrnlrrrlrulrnrntrrrlrl +1Il,INlr!!Ir!!!i�lpr!!!!l91rl9L■■1!r!llrPlr■!Ir!!!e!+!r■!1 "' �r:rnulrinrlrlrtnnrrrinrinruinrlrulrlrnrinr �■r+r■nr■rrntrulr■rlr■urntrnlrurrrlrnlrnlrl �ulrrinr■nrunonnurulrulrulnur■nr■nrrl �Ir.elrlrlrlrl rnmrlonrlrlrulnnarlrlrlm TO SECOND FLOOR, 24.04' VIILLLII T ��� SECOND FLOOR CEILING; EL. 23.48' j � C.I-� I� _ - ELI i_L EXISTING ® NEW TRIM DD MATCH - DECK \ / m HR FIRST FLOOR; EL. 144' / —_ — — — — — — — — — — — — — — — — — — — — — _ — _ — — —-------- -------------- — — AVERAGE GRADE; EL. 1.1.0' PIPE TO DRY\ ' — ' -- ' 12" STL ANGLE j- �J BOLTED TO FOUND PIPE TO DRYWELL (TVP) 71 1 _j_ _ / EXIST. FOUNDATION WALL � SOUTH ELEVATION SCALE: 1/4"=V-0" NOTES: 1) V-0" FLYERS (TYP.) 2) 1'-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM - 1x10 PINE FRIEZE BD. FURRED OUT w/ Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. 40 YEAR ASPHALT ARCHITECTURAL SHINGLES w/(2) 15 LB FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES w/1/2' COX PLYWOOD SHEATHING 'Ia.r1l,Ilililii;lal;';II',IIIII it �l;'';-I I �-.1111 II 1I li 1I I II 1i1 i 11 I I III 11 Ii 1 I I I I 'I I I] IL III �I II I I li I I I II I li 11 {',II��_ IiL,'I illi I'. III hill ��I_'IG Cfrel I1 1 l II,I VIIII1111 II I,1I _I'11.1 �II II- I -I ,'l'I- I' IJI_I - I II 1' 1' 11' '_I'I I: CONTINUOUS LOW PROFILE RIDGE VENT ire Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. LEL 1x3 FACE B SUB FASCIA (TYP.) x10 FRIEZE B0. (TYP.) Prnleci name and loetbn' w/ 1 3 CROWN &Y+ ROUND -0 KELLER RESIDENCE WEAVE CORNER SHINGLES (TYP.) B" FLASH (TYP.) ESTONE CAP NEW STONE VENEER SELECTED BY OWNER GARAGE FLOOR; 12.4',1 ------_--_--17 L (TYP.) ` PIPE TO DRYWELL NEW 12" WIDE P.0 FOUNDATION WALL W/4" STONE SHELF TO BE 48" BELOW GRADE w/ 8'x24" CONTINUOUS'TFOOTING, W/(3)#5 DIA. REBAR CONTINUOUS, #5 REBAR TRANSVERSE @ 24" O.C; #5 DOWELS @ 24" O.C; a' GALV. A.B.'S @ 36" O.C; W/ 3" SO. WASHERS, SEAM SEAL, COPPER FLASH BETWEEN FOUNDATION & (2)2x6 ACO. SILL PLATES FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY Imo: PROPOSED SOUTH ELEVATION It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in anyway bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation 'Altered by:" followed by his signature, the dale of such alteration, and a specific description of the alteration. seal map. S.C.T.M. # 1000-37-05-11 CONSTRUCTION DOCUMENTS d,.n by: NICK ERNST Job Nc.. 213703 scale: date. See Revision Data dtawing m.: A2-4 Ci V 1` z w z O 6 �dmrmia m w zoc7� w � w m U U K w 0 M 0 O 0 o O 0 m Uz On w X 0 H y � i m m o D duo mU Z W ��� mw'n m #�wmo ire Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. LEL 1x3 FACE B SUB FASCIA (TYP.) x10 FRIEZE B0. (TYP.) Prnleci name and loetbn' w/ 1 3 CROWN &Y+ ROUND -0 KELLER RESIDENCE WEAVE CORNER SHINGLES (TYP.) B" FLASH (TYP.) ESTONE CAP NEW STONE VENEER SELECTED BY OWNER GARAGE FLOOR; 12.4',1 ------_--_--17 L (TYP.) ` PIPE TO DRYWELL NEW 12" WIDE P.0 FOUNDATION WALL W/4" STONE SHELF TO BE 48" BELOW GRADE w/ 8'x24" CONTINUOUS'TFOOTING, W/(3)#5 DIA. REBAR CONTINUOUS, #5 REBAR TRANSVERSE @ 24" O.C; #5 DOWELS @ 24" O.C; a' GALV. A.B.'S @ 36" O.C; W/ 3" SO. WASHERS, SEAM SEAL, COPPER FLASH BETWEEN FOUNDATION & (2)2x6 ACO. SILL PLATES FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY Imo: PROPOSED SOUTH ELEVATION It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in anyway bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation 'Altered by:" followed by his signature, the dale of such alteration, and a specific description of the alteration. seal map. S.C.T.M. # 1000-37-05-11 CONSTRUCTION DOCUMENTS d,.n by: NICK ERNST Job Nc.. 213703 scale: date. See Revision Data dtawing m.: A2-4 BUILDING HEIGHT; EL. 46.0_ SECCM FLOOR CEILING; EL. 32.12' SECOND FLOOR HEADER HEIGHT; EL. 30.74' JD FLOOR; EL. 24.04' _ . _ , _ FLOOR CEILING; EL 23.48' FIRST FLOOR_ EL. 14.4' WDE; EL. 11.0' _ , SECTION -A 18"WIDE FLASHING AND WIDE WEATHER WATCH (TYP.) 2x12 R R. @ 16" O.C- R-30 wl 2" AIR SPACE SIMPSON TIE DN. (TYP-) 2x6 FASCIA WRAP— IN RAP -- IN WHITE ALUM_ — WHITE ALUM. GUTTER— VINYL UTTER-VINYL VENTED SOFFIT (TVP.) SCALE: 1/4"=V-0" NOTES: 1) VI FLYERS (TYP.) 2) 1'-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM - 1x10 PINE FRIEZE BD. FURRED OUT w/y4 ROUND - 10 CROWN -1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. 1x8 FRIEZE BD. DECORATIVE TC. FLUE CAP; 4" CONCRETE CAP SLOPE; Y7' CORBEL EA. OF LAST 4 COURSES CONTINUOUS LOW ROFILE RIDGE ENT _ , _ , _ , _ . — . — —(2) 1Ya"x11/e" L.V.L. R.B, (4)1Y4'xi B" L.V.L. R.B. 2x10 R.R. @ 16" O C 2x12 R.R. @ 16" O.C. -30C w 2" AIR SPACE 2x4 C.B. @ 16" O.C. I L --�I'� Il III --LL' 1 111 1 (2) 1Y, x11" L.V.L. 1 1 1 1 f l lf1J FLASH I - fl .1 1 11 Il l Lf� L - l'11Ji_II IST I�I ILi-,LI IT111 II 1.I1 J,l 111 Il �I I1111-11�1111�11 2xfi TIES. _ -� y�-11 Ill -1, II�HL @ 16'O.C. -- J - �m ih n-ii�l 12 DOUBLEHEADERS `D I l ill 111 ilI�1� ' 3 �— FOR SUPPORT OF x2'2" -2x6 FLYER— n li LI 1, A-ITIC ACCESS Ji" PLYWOOD ACCESS DR. -1x8 SUB FAC A STAIRBEYOND R-19-F��11111111I' LMIL LI - SSOOFFITT VEN _I ', _I�� L17 I REPLACE E TING LINE OF TRANSITION _ RIDGE 51 a" x 10' 2'6- 2'4' S.D. FROM WALL TO CEILING _ — -- LVL' (3)1' BOLD @ NEW NEW O.G. NEW 0 HOWE CL NEW . - MASTER BEDROOM W.I.0 NEW \ � HALL � ❑ BEDROOM 03 — — GLUEI NAIL R-19 -- — — -- -------------- -- 7)BL w/ z"x11"STL. PL. EYOND F.J. UNDER 1%"IL.V.L FLUSH HDR. wl(3) SOUND A EN. TYP. EARING WALL �a"CARRIAGE BOLTS 24" O.C.rDOUBLE 4x6 E. EXIST. EXIST. - - X6 F.J. @ 24" O.C. UNDER �io'i DEN _ WALL EXIST. NEW T - ST'. FOYER MEDIA -I ■ NEW 2x8 F.J. -- - - DINWh G ROOM REF. @ 12' O.C. EXIST FLOOR FIR- rJ - F i SLAB \ —NEW Cl EXIST. 2x8 .J. EXIST. VENEEI @ 16" O.C. BASEMEN NOTE: (SELEC 4' LALLY -REMOVE TOP LATE; COL. UNDER -SISTER NEW S UDS TO EXIST. T-0" POST ABOVE L, PLATE HEIGHT TUDS _ _ _ _ _ J FLOOR HEIGHT 1DJACEN O MATCH 3`1. FTG.--_L_--_J EXIST. FOUNDATION WALL / w/(6) #5 REBAR EA DIRC. 40 YEAR ASPHALT ARCHITECTURAL SHINGLES w/(2) 15 LB. FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES W/1/2" COX PLYWOOD _._._._.—.SHEATHING CONTINUOUS LOW 11 PROFILE RIDGE VENT 11 Ira Haspe/ Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irehaspel.com Copyright @ 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE lljII -- W WHITEALUM. � o O N GUTTER & _--_---- LEADERS See Revision Date ❑ - ���IIIIII WALL CONSTRUCTION Lots No. 25 & 26 -Knoll Circle _ - - 2x6 STUDS @ 16" O.C. East Marion, NY - - - -- p�man -R-21 INSULATION -Ye COX WALL SHEATHING -"TYVEC" HOUSE WRAP _ - -- --CEDAR PERFECTION SIDING on"vinn aae' FP FLOOR IGH z - -- - ON FIRST PROPOSED 0 FLASH SECTION -A BLUE STONE CAP W z 0 Z t2 Wm O p O U O T Z O Dab O o pF O a U �0�00 m U o W 0 rx F y o o i Nz Mmo D o�uo> U K m U mH Ira Haspe/ Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irehaspel.com Copyright @ 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE lljII -- WHITEALUM. FIRST & SECOND FLOOR ADDITION ISI GUTTER & _--_---- LEADERS See Revision Date ❑ - ���IIIIII WALL CONSTRUCTION Lots No. 25 & 26 -Knoll Circle _ - - 2x6 STUDS @ 16" O.C. East Marion, NY - - - -- -R-21 INSULATION -Ye COX WALL SHEATHING -"TYVEC" HOUSE WRAP _ - -- --CEDAR PERFECTION SIDING on"vinn aae' FP FLOOR IGH - -- - ON FIRST PROPOSED 0 FLASH SECTION -A BLUE STONE CAP RED STONE �I 4" STONE LEDGE BYOWNER) r NEW 8' WIDE P.C. FOUNDATION WALL TO BE 48" BELOW GRADE w/ 8"1 CONTINUOUS T FOOTING W/ (3) 45 REBARS CONTINUOUS; #5 REBAR TRANSVERSE @ 24" O.C; #5 DOWELS @ 24" O.C; Y,' GLAV AIR @ 36" O C.; SEAM SEAL,ALUM FLASH BETWEEN FOUNDATION & (2) 2x6 ACQ. SILL PLATES W1 CRAWL SPACE It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation 'Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal I ax map m.. S.C.T.M. # 1000-37-05-11 Phase' CONSTRUCTION DOCUMENTS drawn by NICK ERNST Job No.. 213703 .rale data See Revision Date drawing m.. A3-1 CONTINUOUS LOW PROFILE RIDGE VENT g,MEZZANINE CEILING; 10'-1" A.F.F. ROOF CONSTRUCTION --� 40 YEAR ASPHALT ARCHITECTURAL SHINGLES wl(2)15 LB. FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES w/1/2" CDX PLYWOOD SHEATHING 1x3 Cl 1x8 SUB FASCIA 1x8 FRIEZE BE. WALL CONSTRUCTION - 2x6 STUDS @ 16" O.C. - R-21 INSULATION -Yz" CDX WALL SHEATHING - "TW EC" HOUSE WRAP -CEDAR SHINGLE 6"TO THE WEATHER PERFECTION SIDING BLUE STONE CAS NEW CULTURED STONE (SELECTED BY OWNER) GARAGE FLOO-12 4' _ _ PIPE TO DRYWELL(TYP.) /)/I I NEW e" WIDE P.C. FOUNDATION WALL TO BE 48" \ BELOW GRADE w/8'x20" CONTINUOUS 'T' FOOTING W/ (3) #5 REBARS CONTINUOUS; #5 REBAR L — TRANSVERSE @ 24" O C; #5 DOWELS @ 24" OC; Y2" GALV. A.B.'S @ 36" O.C.; SEAM SEAL,ALUM FLASH BETWEEN FOUNDATION & (2) 2x6 ACQ. SILL PLATES W/ CRAWL SPACE SECTION -B SCALE: 1/4"=V-0" NOTES: 1) T-0" FLYERS (TYP.) 2) 1'-0" TAILS (TYP-) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM -1x10 PINE FRIEZE BD. FURRED OUT w/Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. THROUGH COPPER FLASHING NEW CHIMNEY 4' ABOVE CONTINUOUS LOW _ - ROOFING WITHIN A 10'-0" RADIUS PROFILE RIDGE VENT MAX. BUILDING �E95kG/6Nj 36" . _ . — . . — . — - — .�. WIDE E�EATHER�JPfV CH (TYP ) or EXIST. PLANTER — L r., I_I �i iiia u_11— I_ 111 a 111. w_lIll 111 u. 1111 L1 1_LI Il II - 1 1LI'-1 II II LIII LI_II1L IIJI III l' II I 1 'rm ILII , I 1111 1, 1LI_IL ll II II 11 , 1 1!. 11 ' ' IIII IlLill I 11111111 LLI1_11 LI_L11, 111 11 LIIIIUI II II L[II _JI ,IIII I'I I'll 1 1 tJLL1I 11 L1-1111 [11 1111 LLI_, ILIL III 11 IT IL, IL 11 JI II L 11_1 1 1 11 1_ , LI dJ [_1 11 1 11 L 1 111 1-1 JL I IL 1! 1111 J'_I 111 0-I1JLI 1 L11-1 11 LL IIJIII IIII'II ! IIIl11Lll_lil_1111IT Ill -11-I 11111111LII_I'I II !L�II�L LII_II!I II .IIII. IIII IJ' LIII I_I LIII 1'11.119 1 L1 1 I I_➢L 1 ,1',I I, llI LL i�l I I IJ LI;J-IJ-LII 1111 I I_LI L -LI I III t IJLI� I III I_,I 111 _1I ' L' II IJI1L11 111_,, 1i Ll [111. 11 II LI LJ II -I_ 1 1 q 11.1_ILII IIII 11 11--_1 11 1 I LL,I,'JI II, 11 LJIJJI' '',II L IJ,LIJ,_I'.6111I ILI 1111111 ILI IL ILII -1 111111 111_ 11 1111, 1_'- ii 4"AIRSPACE i 1 _ CI1 L J_L FLASHING AND -L LI J ILJLL11.1 J I ",-I'l JI, 11 , 11 Ili, I! L L!„11LL III W�THERWATCH LIr IIII II DLII I 111111 II 11 1I' h 11 1 Jr2x12 R R. LTThi1'_T -LLL J 111E II 111 1 _'_11 IT171T s17 1 crp t rirl �1 rl-Lr1 _ f u _I u 1 1 1 111 _I'll 111111 'IJ_1 II 1 III_" -III w LII II �� II u III 111 11 1 I ', 111 1 II I I L_LLI- 11II LIL ( IIII- .ILL L1 11 1 I I_I]L I I . 11, I 11 I !! 1 I I I.1 I -_I! t TrIS11 YT � L 1ih1L 7T -T- IL1 I trLJ {T]EtM ?11 ILLI l J .'I �I_I II w _u 1 L'JJILI III 'JJJ.lI IJ IILI JLL N II I'I ISI l Il_L _I II ,IIJ V LI11LL_IIL1 J [ !L LLI IJ C_1-I1'JIILLI�'LLLC II! 1 1 Iiia 111 i III 11 IIJ:ILI I'i ,1-1L(I,I,71I 1 1, 11 4111111 111 — _ — Q 1 iltt ll'-tI LI ttL1 — — _ J1_111I11 1-I 11.11'"'I — III 111111 III 0 IlTul_11 ,111 1 II'LIIL I, / 111—'rFl IJI 1-`1 — SECOND FLOOR HEADER HEIGHT, EL. 30.74' n / / L II,I II JU' ULI EXIST. ROOF m / MASTER I_ CONSTRUCTION TO MASTER / / SITTING RM BEDROOM 0 O /j 111.1!_ 1111 REMAIN o D D /'; I lu1'11;1,1 1s R-15 SECOND FLOOR; EL 24.04' 1 1 f FIRST FLOOR CEILING, EL 23.46' < I I � SHE�TIROCK u' 1 ( J —EXIST 2) 21d IFI j EXIST DECORATIVE Yz"z11 /e'' S I. P . In 16 BRACKET (TYP.) EXIST. I El EXIST. SCRAPE AND PAINT 1 EXPA DED KITCHE ` DINING ROOM r_;N�I�t'�'--i f \ HR. TO CODE SO A 4" TABLE ,J�?r i�' STONE '� --SPHERE CAN NOT PASS -C F P. "t` HEARTH THROUGH (TYP.) FIRST FLOOR; EL. 14.4',L 4" LALLY BLOCK SOLI �F EXIST. COL. UNDER TYP.) POST ABOVE II BASEME T _ ,AVERAGE GRADE; EL. 11.0',L BASEMENT II I " LALLY� 1 3y2" LALLY -REMOVE EXIST BRICK COL UNDER 1 COL. UNDER FACE; REFACE w/ ROUND POS ABOVE POST ABOVE RIVER ROCK AND WOOD r MANTEL; FIRE BOX TO J L_____1 L__J_�2x2x10"CONC. REMAIN FTG. w/(6) 05 - F P. HEARTH TO REMAIN / REBAR E DIRC. - F P- DAMPER TO REMAIN Zx2'x10' ONC.J 3'x3'xl' CONC. FTG. IST. FOUNDATION WALL FTG. v /(6) #5 w/(6) 05 REBAR EA. REBAR EA DIRC. DIRC. sp Ira Hael Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.00nn Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION I Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECTION -B It is a violation of the lawfor any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal S.0 -T -M. # 1000-37-05-11 CONSTRUCTION DOCUMENTS 4r.. by: NICK ERNST �ooaaoo Job No.. 213703 a�fa dam. See Revision Data d.1, A3-2 oCm�� z w z p o w w N z z w S m E M CD SM � p z z O U 02 w Z Z m K 0 O�pa 5 U N 0 ww F C' Z n m m o U KU vim sp Ira Hael Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.00nn Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION I Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECTION -B It is a violation of the lawfor any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal S.0 -T -M. # 1000-37-05-11 CONSTRUCTION DOCUMENTS 4r.. by: NICK ERNST Job No.. 213703 a�fa dam. See Revision Data d.1, A3-2 NEW CHIMNEY THROUGH COPPER FLASHING +MAX BUILDING HEIGHT_ EL. 46.0' SECTION -C SCALE: 1/4"=V-0" r -0r' NOTES: 1) V-0" FLYERS (TYP.) 2) V-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM - 1x10 PINE FRIEZE BD. FURRED OUT wl Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. 0"GONG. J _ L__ L— I w/(6) #5 /x L_ EA. DIRCJ 212'x10' CONC. 3'13'x1' CON . FTG. FTG. w/(6) #5 w((6) #5 RE R EA. REBAR EA. DIRC CROWNTO ff3 %" CARRIAGE MATCH EXIST. 6�LTS @ 24" O.0 HEADER SCAT -E: 3/4"=1'-0" SISTER (2) 200 TO EXIST. 4x6 F.J @ 24"; FILL SOLID UNDER EXSIT. F.J.; CUSTOM Y2" STL. BRACKET FIRST FLOOR PLATE HEIGHT, EL. 23.48', MODIFIED COLONIAL GRILLS (6 OVER 1) e" FLASH OVER CROWr.�� STORM WATCH PROTECTION \� r STANDARD JACK 3Y2" SOLID CROWN ---� ro HEIGHT HEAD TRIM 9'4-x6"CASING 1Y2" SILL W Q�a�� Job No.: 213703 o C NTINU US LOW 2x12 R.R. @ 16" O.C. 1'-0" FLYER (TYP.) See Revision Date y�rr - PR FILE IDGE VENT R-301NSUL W/ 2" AIR SPACE ❑C N O �— 40 YEAR ASPHALT ARCHITECTURAL SHINGLES TW3046 WINDOW w/(2) 15 LB. FELT UNDERLAYMENT;36" WIDE 1 � mer STARTER STRIP OF WEATHER WATCH;19" WIDE 2x12 R.R. @ i6" FELT PARALLEL TO EAVES w/1/2" CDX PLYWOOD z SHEATHING w R-30 w/ 2"AIR SPACE w � Z p 1x3 FASCIA (TY . ❑ arm ¢mm 1x8 SUB FASCIA (TYP. 2x6 FLYER (TYP) tL mw�� SEXIST. RIDGE LINE VINYL VENTED SOFFIT z p p m w 1x8 FRIEZE BD. 611IL . VAPOR BARRIER FURRED OUT LL' GABLE STUDS Q TO UNDER R.R. -------------- — O o m 3 6 MIL. VAPOR BAI RIER Q _ Z p z O O EL 32.12 SECOND FLOOR CEILING ' p z 30" DR. VH D 2'4" P.D. 3 Z1,111 O a❑ HEIGHT; EL. 30.74' 3 FASCIA EOOND FLOOR HEADER p H.R. TO CODE 50 A 4" \ z D NEW m SPHERE CAN NOT PASS i m m STER MAST 8 SUB FASCIA (TYP ) THROUGH (TYP.) 0 BATH 1x10 FRIEZE BD. FURRED OUT (TYP.) o m? ` \ O w/ 1x3 CROWN &Y, ROUND = m (2) 2110 HDR. i4� Nm V T&G 0 s E NAIL O X X SECOND FLOOR; EL. 24.04' 'J'S I�,_ WALL CONSTRUCTION �� � FIRST FLOOR CEILING; EL. 23.48' I,L ISI -9i'B" SHEETROCK JTI'-I -2x6 STUDS @ 16" O.C. - R-21 INSULATION .N a33j Y2. WALL tw/(3) n @ EXSISTER TYVEC""OX HOU E WRAP DECORATIVE (2)2x1 - CEDAR PERFECTION SHINGLES BRACKET SCRAPE EXIST. NEW (s) 1Ya"x18" L.V.L. FLUS AND PAINT(TYP.) ��a"CARRIAGE BOLTS 24 O1 FOYER CL• ATCH ExI0 ROWN TRIM NEW H.R. TO CODE SO A 4' DINING ROOM SPHERE CAN NOT PASS THROUGH (TYP.)---- STAIR TO ii SOLID POST IN BASE, : WALL BEYOND F= + FLOOR; EL. 14.4', jVAVAWM 7 _ _ 7 C NEW 4' LALLY COL -�'-L ffi— '4,n-�f=e-fit-f�'=�S) ^w'�z �'m""u'mmw�iy�iil-`�1 GARAGE FLOOR; 12.4' �- — — UNDER POST ABOVE -¢-m-r-io-ur-w-i or�.m i AVERAGE GRACE; EL. 11.0' ' — ' — ' EXI3 • _ _ - EXIST. I BASEM NT BASEMENT EXIST. PLANTER BOX NEW 32 " LALLEW ��g I 3V2" LALLY COL. UND R POST i i COL. UNDER ABOVE ii POSTABOVE SECTION -C SCALE: 1/4"=V-0" r -0r' NOTES: 1) V-0" FLYERS (TYP.) 2) V-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM - 1x10 PINE FRIEZE BD. FURRED OUT wl Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. 0"GONG. J _ L__ L— I w/(6) #5 /x L_ EA. DIRCJ 212'x10' CONC. 3'13'x1' CON . FTG. FTG. w/(6) #5 w((6) #5 RE R EA. REBAR EA. DIRC CROWNTO ff3 %" CARRIAGE MATCH EXIST. 6�LTS @ 24" O.0 HEADER SCAT -E: 3/4"=1'-0" SISTER (2) 200 TO EXIST. 4x6 F.J @ 24"; FILL SOLID UNDER EXSIT. F.J.; CUSTOM Y2" STL. BRACKET FIRST FLOOR PLATE HEIGHT, EL. 23.48', MODIFIED COLONIAL GRILLS (6 OVER 1) e" FLASH OVER CROWr.�� STORM WATCH PROTECTION \� r STANDARD JACK 3Y2" SOLID CROWN ---� ro HEIGHT HEAD TRIM 9'4-x6"CASING 1Y2" SILL Vu"x3" BASE TRIM NOTE' TYVEC TAPE TO WINDOW FRAME AND TYVEC TAPE ALSO INTERIOR CASING TO GYP BD. UNDER TRIM ATYPICAL EXTERIOR WINDOW TRIM FIRST FLOOR HEADER HEIGHT; BOND FLOOR HEADER HEIGHT; t ;USTOM JACK HEIGHT TO .OW FOR CLEARENCE OF 1x8 FREIZE BD. FIRST FLOOR; 0'-0",L W Q�a�� Job No.: 213703 o O O I I I I I I I I I I I See Revision Date y�rr - (O I y I I I I I I I I BE AL ❑C N O TW3046 WINDOW 1 � Vu"x3" BASE TRIM NOTE' TYVEC TAPE TO WINDOW FRAME AND TYVEC TAPE ALSO INTERIOR CASING TO GYP BD. UNDER TRIM ATYPICAL EXTERIOR WINDOW TRIM FIRST FLOOR HEADER HEIGHT; BOND FLOOR HEADER HEIGHT; t ;USTOM JACK HEIGHT TO .OW FOR CLEARENCE OF 1x8 FREIZE BD. FIRST FLOOR; 0'-0",L 1'r -a- Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL:631/665.7525 - FAX:631/665.7595 wwwArahaspel.com Copyright @2005 Ira Haspel All Rights Reserved, KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECTION -C DETAILS- 2&8 It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his Item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal map no. S.C.TW. # 1000-37-05-11 CONSTRUCTION DOCUMENTS 'drawn by: NICICERNST W Q�a�� Job No.: 213703 o O O See Revision Date 'drawing A3-3 ❑C N O mer z w w � Z p ❑ arm ¢mm tL mw�� z p p m �=�m z O o m 3 Z p z O O p VH D 2 3 Z1,111 O a❑ p y w z i m m o DUO$mam Z m? i4� Nm V 1'r -a- Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL:631/665.7525 - FAX:631/665.7595 wwwArahaspel.com Copyright @2005 Ira Haspel All Rights Reserved, KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECTION -C DETAILS- 2&8 It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his Item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal map no. S.C.TW. # 1000-37-05-11 CONSTRUCTION DOCUMENTS 'drawn by: NICICERNST Job No.: 213703 aceta: date See Revision Date 'drawing A3-3 2X12 R.R. @ 16' D.C. CONTINUOUS LOW PROFILE RIDGE VENT_ ROOF CONSTRUCTION 40 YEAR ASPHALT ARCHITECTURAL SHINGLES W/(2)15 LB. FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES W/1/2" CDX PLYWOOD SHEATHING ROOF TO WALL FLASHING (TYR) CONTINUOUS LOW PROFILE RIDGE VENT - (4) 1%"x1S" ENT-(4)1%"x1S" L.V.L. R.B.- j2x6 TIES. RIFLE HEADER ANC@ 16" O.C. TRIMMERS FOR EYEBROW WINDOW Je" PLYWOOD NEW STORAGE A3 2 —�- NEW CHIMNEY _MAX BUILDING HEIGHT; EL. 46.0',L VALLEY FLASH AND 36" j WIDE WEATHER WATCH (TYP.) FLASH R-13 FIBERGLASS - BATT INSULATION REPLACE EXISTING - it RIDGE W/ 51'3' x 11'` LVL's W (3)31. BOLD @� 24" O.C. 32" STUD WALL \ W1 SOUND ATTENUATION BLANKETS. \ BLOCKAT MASTER MIDSPAN BEDROOM PLYWOOD �a"TOD LUE/NAIL WALL DBL EXIST J..L.L. HDRR.. I x 4x6 F J. @ 24" O.C. EXIST. EXPANDED KITCHI 2'18"I ISLAND WALL 3'-0" );?; BRICK PAVERS) i "LUI:K A'ULIL1—' )W GRADE UNDER - (PERMEABLE SURFACE) ?., NEW EXI11 4" SAND BASE \NL SPC CRAWL SPACE III EXIST. BRICK EDGE -'i R-30 INSUL BASEMENT 4" STONE LEDG '" � XIST. FOUNDA ION WALL FLASHIN +). 3vz" LYS �I L--- _--— — — — — — — '.. COL POST.0 DER Ijy AOV E NEW B" WIDE P.C. FOUNDP TION WALL TO BE 48" BELOW GRADE W/ 8"x20' C NTINUOUS'T FOOTING L J J `-LINE OF 3v2" LALI W/ (3) #5 REBARS CONTIN OUS; #5 REBAR UNDER POST AE TRANSVERSE @ 24" 0.C; DOWELS @ 24" O.C; Y2" 2'x2'x10' CONC. BEYOND GALV. A.B.'S @ 36" O.C.; BE AM SEAL,ALUM FLASH FTG. w/(6) 95 BETWEEN FOUNDATION 8 2) 2x6 ACO SILL PLATES REBAR EA. DIRC. W/ CRAWL SPACE LINE OF JOG IN SECTION SECTION -D SCALE: 1/4"=V-0" NOTES: 1) V-0" FLYERS (TYP.) 2) 1'-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM -1x10 PINE FRIEZE BD. FURRED OUT w/Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. EXIST 2x8 F J @ 16" O.C. HELICAL PILINC>--'/ SEE(Al-0) 12 R.R.@16"O.0 , 30 w/ 2" AIR SPACE AIR SPACE I I] II II I MEZZANINE FLOOR; EL. 32 2'1 R -19J 2x6 F.J. @ 16. O.C. j I Jere' C itill -,n I II/I FIBERGLASS BATT BRIDGEAT MIDS MIDSPAN I iJ 11 Ili I�III ala _ INSULATION NEW NEW P3E — O MASTER BATH II - - -- --Ell SOLID POST I a n -- -- L7P WALL BEYOND WALL CONSTRUCTION - 2x6 STUDS @ 16" O.C. - - -- — - F.J. UNDER - R-21 INSULATION - -_ __-_ _-_— POSTABOVE I -Y2" CDX WALL SHEATHING-- _ - — - -'TYVEC" HOUSE WRAP ` - - -- - -- -- - CEDAR PERFECTION SHINGLES ` W - -- - - -- - - 6" TO THE WEATHER — -- - — — - ALIGN w/HDR. HEIGHT - -- - - -- -- - - LINE OF 2'- "x6"B"DR. STAIRS (6 1y'a"x16" L.V.L. FLUSH ON FIRST FLOOR - ___ _ - _ ISI - BEYOND � HER. III IJII BOLTS w/(3) to"CARRIAGE 24' O.C. FLASH (TYP. _ - --- - 0 EXIST. 4x6 @ 4" NEW z O.C. DINING ROOM BLUE STONE CA — — — Iul _ SISTER (2) 2x 0; - m- - - -- — �it ° FILL SOLID w W 0 IrJI UNDER EXIST o w / S r �-� , , !, / 1 ) `� F.J. CUSTOM <S I OI z" NEW STONE VENEER (SELECTED BY OWNER) Y; 'l(k�� y7�� -�� �'1 I�I� ATL. BRACKE A3 2 —�- NEW CHIMNEY _MAX BUILDING HEIGHT; EL. 46.0',L VALLEY FLASH AND 36" j WIDE WEATHER WATCH (TYP.) FLASH R-13 FIBERGLASS - BATT INSULATION REPLACE EXISTING - it RIDGE W/ 51'3' x 11'` LVL's W (3)31. BOLD @� 24" O.C. 32" STUD WALL \ W1 SOUND ATTENUATION BLANKETS. \ BLOCKAT MASTER MIDSPAN BEDROOM PLYWOOD �a"TOD LUE/NAIL WALL DBL EXIST J..L.L. HDRR.. I x 4x6 F J. @ 24" O.C. EXIST. EXPANDED KITCHI 2'18"I ISLAND WALL 3'-0" );?; BRICK PAVERS) i "LUI:K A'ULIL1—' )W GRADE UNDER - (PERMEABLE SURFACE) ?., NEW EXI11 4" SAND BASE \NL SPC CRAWL SPACE III EXIST. BRICK EDGE -'i R-30 INSUL BASEMENT 4" STONE LEDG '" � XIST. FOUNDA ION WALL FLASHIN +). 3vz" LYS �I L--- _--— — — — — — — '.. COL POST.0 DER Ijy AOV E NEW B" WIDE P.C. FOUNDP TION WALL TO BE 48" BELOW GRADE W/ 8"x20' C NTINUOUS'T FOOTING L J J `-LINE OF 3v2" LALI W/ (3) #5 REBARS CONTIN OUS; #5 REBAR UNDER POST AE TRANSVERSE @ 24" 0.C; DOWELS @ 24" O.C; Y2" 2'x2'x10' CONC. BEYOND GALV. A.B.'S @ 36" O.C.; BE AM SEAL,ALUM FLASH FTG. w/(6) 95 BETWEEN FOUNDATION 8 2) 2x6 ACO SILL PLATES REBAR EA. DIRC. W/ CRAWL SPACE LINE OF JOG IN SECTION SECTION -D SCALE: 1/4"=V-0" NOTES: 1) V-0" FLYERS (TYP.) 2) 1'-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM -1x10 PINE FRIEZE BD. FURRED OUT w/Y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. EXIST 2x8 F J @ 16" O.C. HELICAL PILINC>--'/ SEE(Al-0) 12 R.R.@16"O.0 , 30 w/ 2" AIR SPACE AIR SPACE I I] II II I MEZZANINE FLOOR; EL. 32 III _II 1-F -11 III FLOOR — —CO SEND CEILING; EL 32.12,L II,'i Jere' C itill -,n I II/I SECOND FLOOR HEADER HEIGHT, EL. 30.74'Y` ilil�l-� lli iJ 11 Ili I�III ala l(y1 I III SECOND FLOOR, EL 2404' FIRST FLOOR CEILING; EL 233 4.48' — EXISTING DEC C FIRST FLOOR; EL. 144 `') AVERAGE GRADE; EL. 110' ,L _. -Y I I I L -L ----I 1'r -a- Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.00m Copyright @2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECTION -D It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item 1n any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal Tez map no S.C.T.M. # 1000-37-05-11 Phase' CONSTRUCTION DOCUMENTS 'drawn by. NICK ERNST Job ND.: 213703 aceta. Jere' See Revision Dale dmwlnY m.. A3-4 ❑ m a n z W z O z ❑ a D w W 0 z M o w U m , O ❑ 0❑ z � z m ❑ K 0 O ~ O ti 0 a D z Fzm, j o w❑ M ❑ � In > El Z r=/JKm uJ aj z � z O m 1'r -a- Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.00m Copyright @2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECTION -D It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item 1n any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal Tez map no S.C.T.M. # 1000-37-05-11 Phase' CONSTRUCTION DOCUMENTS 'drawn by. NICK ERNST Job ND.: 213703 aceta. Jere' See Revision Dale dmwlnY m.. A3-4 w w FM _ s � m I n BUILDING HEIGHT; EL. 46.0_ ROOF CONSTRUCTION 40 YEAR ASPHALT ARCHITECTURAL SHINGLES w/(2)15 LB. FELT UNDERLAYMENT,36' WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES w1112" COX PLYWOOD SHEATHING ABED ROOM #2 CEILING HEIGHT; 12'-6' A.F.F. +SEe6ND FLOOR EEIEING- EL 32.42'- — SECOND FLOOR HEADER HEIGHT; EL. 30 74' 1x3 CROWN 1x8 SUB FASCIA (TYP:)--� 1x10 FRIEZE BD (TYP.) W/ 1x3 CROWN &K ROUND 4D FLOOR; _61i FLOOR CEILING; EL. 23.48' WALL CONSTRUCTION - 2x6 STUDS @ 16" O.C. - R-21 INSULATION Y2" CDX WALL SHEATHING - "TYVEC" HOUSE WRAP - CEDAR SHAKE PERFECTION SIDING 6" TO THE WEATHER 4 FIRST FLOOR; EL. 14.4' +6ERAGE GRADE, EL. 11.0' SECTION—E SCALE: 1/4"=V-0" NOTES: 1) 1'-0" FLYERS (TYP.) 2) 1'-0" TAILS (TYP.) - 2x6 FASCIA, WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM - 1x10 PINE FRIEZE BD. FURRED OUT w/Y4 ROUND - 1x3 CROWN .1x8 PINE SUB FASCIA - 1x3 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. 8'-1" PLATE HEIGHT Ii CL. ; 2X6 C B. @ 16" O C. w/ DISPLAY SPACE ABOVE D \ _ II_i-LN_II_I1_LJL I_1, 111__U -I LI_I -II 111 JLI'_ II �L LII-1�1L'_I II IiL�L, L1IL ILIIIIiII II �I_u uLil_IL�11111 .i L1) -IL �IJ L_III-I 1 LI LLl IJ I I� II �LI III IL��Lu uu Lit! ALL 4 L1 .TILL I II_ L= IILI JL IuLLI JL s�i 11 L;L I _ _I LI L �IILL�I!I,L�hLULI I- IT' SI �IIJL I_II,'JIIII I 1 IJI II - I L'�LI IJ U - _LII 1I I1 �IIIh!I LL�L111iL�.- �I_i a IJ - III I -' � I i _,�' LINE OF ROOF & IllLL _I LSI <-ILII h h 1.111 WALL BEYOND -1III,1I. III I_I_I.I_II I' 11141 -__I-U 'LLL, 32x8 TIE BEAMS L L'J IR T 1111 11, WRAPPED @ 4'-0" OC. III / WRAPPED IN PINE AND ` PAINTED W/ 23" 0 BOLTS EACH BEAM I � N BUILT0 NEW SIMPSON TIE DN WIND S \ BEDROOM #2FHI (TMP') BRIDGE @ MIDSPAN OR MAX. B' O.C. av au. __ _ 90rl"U R-301NSUL--BTYPE 'X" GYP NEW D. BON ALTS & 2 CAR GARAGECEILINGMIL V.B- - NDER P. BD. -411 CJI• — - - - --- - Si NEW 7,6f�E VENEER—I_ I (SELECTED OWNER) I ZPIPE TO DRYWELL (TMI L ------ ---------------- PERGOLA NOT STEPPED FOOTINGS AT T-0" FOR. (MIN) SHOWN SEE (A3-6) TO V-0" VERT. (MIN) (TMP) (TYP @ SLABS) JOINT 4" CONCRETE SLAB W/ 4X4 - 10/10 WWF J NEW B" WIDE P.0 FOUNDATION WALL TO BE 48" BELOW GRADE W/ 8"x20' CONTINUOUS `r FOOTING - W/ (3) #5 REBARS CONTINUOUS; #5 REBAR TRANSVERSE @ 24" O.C; #5 DOWELS @ 24" O.C; Yz" GLAV. A.B: S @ 36" O.C.; SEAM SEAL,ALUM FLASH BETWEEN FOUNDATION & (2) 2x6 ACO. SILL PLATES W/CRAWLSPACE CONTINUOUS LOW SIDE WALL STEP FLASH OVER 36" WIDE PROFILE RIDGE VENT WEATHER WATCH (NP. (TYP) 202 R.B ?x10 R.R. @ 16" O.C. R-30 INSUL R -30C wl 2" AIR SPACE WHITE ALUM. GUTTER & LEADER 2x6 FASCIA WRAP IN WHITE ALUM. (TYP.) VINYL SOFFIT VENT 1x12 OSB BOX BEAM 11%a" 260 SERIES TJI F.J. @ 16" O.C. CAP NEW STONE VENEER (SELECTED BY OWNER) _ — . — . — . — . — . — . — . — . — . . — . — . -r--EXIST 8xB R R T. PLANTER ----4" BRICK SHELF (TYP.) J-------------------------- STEPPED FOOTINGS AT T -O" FOR. (MIN) TO V-0" VERT. (MIN) (TYP) FM ,,, 202 R.B ?x10 R.R. @ 16" O.C. R-30 INSUL R -30C wl 2" AIR SPACE WHITE ALUM. GUTTER & LEADER 2x6 FASCIA WRAP IN WHITE ALUM. (TYP.) VINYL SOFFIT VENT 1x12 OSB BOX BEAM 11%a" 260 SERIES TJI F.J. @ 16" O.C. CAP NEW STONE VENEER (SELECTED BY OWNER) _ — . — . — . — . — . — . — . — . — . . — . — . -r--EXIST 8xB R R T. PLANTER ----4" BRICK SHELF (TYP.) J-------------------------- STEPPED FOOTINGS AT T -O" FOR. (MIN) TO V-0" VERT. (MIN) (TYP) Ira Haspel Architect, P. I 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.imhaspel.com Copyright @ 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECTION -E WAKNINI : It Is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration Is made, the altering architect shall affix to his Item the seal and the notation "Altered I followed by his signature, the date of such alteration, and a specific description of the alteration. seal Tax map no. S.C.T.M. # 1000-37-05-11 Pbaae: CONSTRUCTION DOCUMENTS dmwn by. Job No.: NICK ERNST 213703 scab: tlale See Revision Date drawing no.. A3-5 oC'mv� 0 z w � z p o �d r~nm zH w o p m i w CD p U z OJ y W p0 z m 3: Ix ow V z O W wp w z O y a w N N w A N O z Z 0 KU Z m r=Km >�a Ira Haspel Architect, P. I 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.imhaspel.com Copyright @ 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECTION -E WAKNINI : It Is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration Is made, the altering architect shall affix to his Item the seal and the notation "Altered I followed by his signature, the date of such alteration, and a specific description of the alteration. seal Tax map no. S.C.T.M. # 1000-37-05-11 Pbaae: CONSTRUCTION DOCUMENTS dmwn by. Job No.: NICK ERNST 213703 scab: tlale See Revision Date drawing no.. A3-5 SIDE STEP FLASH BEAD BD. STRUCTURAL –BRICK PAVERS (PERMEABLE SURFACE) 4" SAND BASE E ROOF CONSTRUCTION 40 YEAR ASPHALT ARCHITECTURAL SHINGLES W/(2)15 LB. FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19" WIDE FELT PARALLEL TO EAVES w/1/2" COX PLYWOOD SHEATHI a . — . . . MAX. BUILDING HEIGHT; EL. 46.0',L CONTINUOUS LOW PROFILE RIDGE VENT / -2x6 STUDS @ 16" O.C. - R-21 INSULATION -Y2" COX WALL SHEATHING -'TYVEC" HOUSE WRAP CEDAR PERFECTION SHINGLE 6" TO THE WEATHER LI I- IW, ori I LJ_uJ -o ,,LL SECOND FLOOR CEILING; EL. 32Al2 -_ — - [H-1 [HE] —SECOND FLOOR HEADER HEIGHT: EL 30.7-4'Y 3x6 CEDAR PERGOLA BEAMS @ 2' O.C.; Y4" NOTCH 7 --- ONTO GIRDER TOE NAIL w/ GALV. 16d NAILS _ L.C.C. FLASHING w/ WEATHER WATCH _ 4x10 CEDAR PERGOLA GIRDER; I m - - L.C.C. FLASHING w/ WEATHER WATCH m (2))/4" G.D. HALV. CARRIAGE BOLTS �Y - - _ - SECOND FLOOR; EL 24.04' , _ - -LINE OF 6x6 ACQ. POST INSIDE NON FIRST FLOOR CEILING; EL. 23.4 --- LOAD BEARING DECORATIVE -- - - COMPOSITE COLUMN - ALIGN w/ HDR. HEIGHT ON FIRST FLOOR SOLID POST IN WALL m BLUESTONE CAP NEW $SONE VENEER_ FIRST FLOOR; EL. 14.4',L SELECTED BY OWNER 8" P.C. rND. WALL T-0.. .,,._41 BELOy��GQRCADE UNDER III AVERAGE GRADE; EL. 11.0' $@ICK E_. _. —— tr . — . _ — — . — . _ . — . -LASHING --__--___1-------_---L_-- NEW 8" WIDE P.C. FOUNDATION WALL TO BE 4B" BELOW GRADE w/ 8"x20" CONTINUOUS'T' FOOTING W/ (3) #5 REBARS CONTINUOUS; #5 REBAR TRANSVERSE @ 24" O.C; #5 DOWELS @ 24" O.C; X" GLAV. A.B.'s @ 36" O.C.; SEAM SEAL,ALUM FLASH BETWEEN FOUNDATION & (2) 2x6 ACQ. SILL PLATES W1 CRAWL SPACE PARTIAL SECTION -F SCALE: 1/4"=V-0" NOTES: 1) V-0" FLYERS (TYP.) 2) 1'-0" TAILS (TYP.) - 2x6 FASCIA WRAP IN WHITE ALUM. - VINYL SOFFIT VENT - WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM -1x10 PINE FRIEZE RD. FURRED OUT w/Y4 ROUND - 1x3 CROWN -1x8 PINE SUB FASCIA - 10 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR W/ OWNER & ARCHITECT PRIOR TO PAINTING NOTE: ALTERNATE FOR PAINTED PINE EXTERIOR TRIM TO BE "AZTEC" MATERIAL. BRICK SHELF NEW 8' WIDE P.C. FOUNDATION WALL TO BE 48' BELOW GRADE w/ 8"x20"' CONTINUOUS 'T'FOOTING W/ (3) #5 REBARS CONTINUOUS; #5 REBAR TRANSVERSE @ 24" O.C; #5 DOWELS @ 24" O.C; Yz" GLAV. A.B.'S @ 36' O.C.; SEAM SEAL,ALUM FLASH BETWEEN FOUNDATION & (2) 2x6 ACO. SILL PLATES W1 CRAWL SPACE u Y2" I'-0" 5" ALIGNED w/ NORTH-EAST CORNER SOLID POST IN WALL II II I I II II I I - I_ I_ I I OPERGOLA SCALE 3/4"-1'-0" '-0" 2x6 CEDAR PERGOLA BEAMS @ 2' O.C.; Y4"NOTCH ONTO GIRDER TOE NAIL w/ GALV. 16d NAILS L.C.C. FLASHING w/ WEATHER WATCH 2x10 CEDAR PERGOLA GIRDER; L.0 C. FLASHING w/ WEATHER WATCH (2) Y'4' G.D. HALV. CARRIAGE BOLTS FIRST FLOOR PLATE HEIGHT; EL. 23, 3 BEDROOM #2 CL. DISPLAY 9 SCALE3/4"=1'-0" LINE OF 6x6 ACO. POST INSIDE NON LOAD BEARING DECORATIVE COMPOSITE COLUMN RIM BD. IR PLATE HEIGHT; EL. 32.124 2x4 PLATE Fw- ,n o 0 0 G GC ? A m !n O vl�N z w z 0 p � ire (4Y/a z r wm m 2 w D ❑o Z D M z C) o 0 � w z al D o C)0a U y U Z 2 W n z K o r w'0 m w _ z M N55 0 > 0 11la. z � m 0 lra Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright @ 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED 2x10 HDR. w/ PACK DOWN SECTIONT DETAILS -7&9 DOOR I ro SECOND FLOOR_EL, 24.04' 0 0 I 3E PLATE HEIGHT_EL, 22_9B It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his Item the seal and the notation 'Altered by:" followed by his slgnalure, the date of such alteration, and a specific description of the alteration. seal Tex map no: S.C.T.M. # 1000-37-05-11 Pbaee: CONSTRUCTION DOCUMENTS i 'drawn by. Jab No: NICKERNST 213703 s.aia: agile: See Revision Date A3-6 ROOF CONSTRUCTION E 40 YEAR ASPHALT ARCHITECTURAL SHINGLES aa.s w/(2)15 LB. FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WEATHER WATCH;19' WIDE FELT PARALLEL TO EAVES w/1/2" COX PLYWOOD MAX. BUILDING HEIGHT; EL 46 0' — - _ . — . — . _ . — . — . — . _ . _ _ _ _ _._. _- _- _ SHE97HINf%. _ _- _- _ _.._ _. —�— ---� CONTINUOUS LOW -------PROFILE RIDGE VENT ROOF CONSTRUCTION 40 YEAR ASPHALT ARCHITECTURAL SHINGLES w/(2) 15 LB FELT UNDERLAYMENT;36" WIDE STARTER STRIP OF WALL CONSTRUCTION WEATHER WATCH;19" WIDE FELT - 2x6 STUDS @ 16" O.C. PARALLEL TO EAVES w/1/2" CDX - R-21 INSULATION PLYWOOD SHEATHING -Yz" CDX WALL SHEATHING - "TYVEC" HOUSE WRAP - CEDAR PERFECTION SHINGLE 6" TO THE WEATHER SECOND FLOOR CEILING; EL. 32 12' SECOND FLOOR HEADER HEIGHT, EL. 30.71 SIDE WALL - � � — 2x6 CEDAR PERGOLA BEAMS ((�� 2' O.C., iIL NOTCH STEP FLASH ___ - ONTO GIRDEFLASHING GwlTOE NAIL W/WEATHER RW C NAILS - - L.C.C. FLASHING w/ WEATHER WATCH 2x10 CEDAR PERGOLA GIRDER; ,o 2x8 R.B. _ - -- -- - L.C.C. FLASHING w/ WEATHER WATCH 2y' CROWN- - - - -- (2) 9/4" G.D. HALV CARRIAGE BOLTS - - - - - SECOND FLOOR, EL. 24.00, 2x6 RR. _ @ 16" O.C. i U - - - - FIRST FLOOR CEILING EL. 23.48' - - -- LINE OF fix6 ACD. P05 -INSIDE NON LOAD BEARING DECORATIVE 1x8 PINE - - _ _ _ _ COMPOSITE COLUMN FACIA BD. - - - - - AN FIRS HDR. HEIGHT T -0"x6'-8" DOOR 1/3 LITE - ON FIRST FLOOR 01 w/ 10" SIDE LIGHTS & IPI _ --- _ _ SOLID POST IN WALL AFFW5006 TRANSOM-- ro - 1x6 PINE TRIM (TYP.) - - _ BLUE STONE CAP 4 — 1 (I FIRST FLOOR, EL 14.0.' 51 6" SKIRT BD. ,�-- W1QNE VENEER_ - LL1�' �i9 �- J' J-' - '-C�T'�c� �-)I - SELECTED BY OWNER LI _ -It�- r��( 1 1 i-- BRICKPAVE S(PERMEABLE GARAGE FLOOR. 12.4 5�' S2" SURFACE 8" P.C. FND WALL TO BE AVERAGE GRADE; 11.0' SAND BASE ,3'-Q'_@EI.O RP4F 4.NPF LCK,SBELF — BRICK W " r PIPE TO DRYWELL (TYP.) LASHING 1 - ---------------NEW B" WIDE P.C. FOUNDATION WALL TO BE 48" BELOW GRADE w/ BN20" CONTINUOUS -7 FOOTING W/ (3) #5 REBARS CONTINUOUS; #5 REBAR TRANSVERSE @ 24" O.C; #5 DOWELS @ 24" O.C; Y2" GLAV. A.B'S @ 36" O C.; SEAM SEAL,ALUM FLASH BETWEEN FOUNDATION & (2) 2x6 ACQ. SILL PLATES W/ CRAWL SPACE PARTIAL SECTION -G SCALE: 1/4"=1r-0" NOTES: 1) V-0" FLYERS (TYP.) NOTE: 2) 1'-0" TAILS (TYP.) ALTERNATE FOR PAINTED PINE EXTERIOR - 2x6 FASCIA WRAP IN WHITE ALUM. TRIM TO BE "AZTEC" MATERIAL. -VINYL SOFFIT VENT -WHITE ALUM. GUTTER 3) RAKES FIVE PIECE TRIM - 1x10 PINE FRIEZE BD. FURRED OUT w/y4 ROUND - 1x3 CROWN - 1x8 PINE SUB FASCIA - 10 PINE CROWN ALL TO BE PAINTED WHITE VERIFY COLOR w/ OWNER & ARCHITECT PRIOR TO PAINTING I of w M rmoov ❑ 0 C � O N V n z w z0 p mQ m m zoF w m Wz,m ❑ wn m ❑U❑ ❑ m w z U z OF ❑ K a Uon Zn On K 0 WI Lo we z ZW O 55 > w Z o m ❑ �u U C U m a m its r me Ira Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspelzonn Copyright © 2005 Ire Haspel All Rights Reserved. Pmfeu name eM lecetlon KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle L: East Marion, NY mewing tltle' PROPOSED SECTION -G SECTION -H WARNING: It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any Item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal SPED Ago P HA pF( r qj, rz256 yOQ FO EJI Tex map m' S.C.T.M. # 1000-37-05-11 Pheee' CONSTRUCTION DOCUMENTS drown by. Job No.. NICK ERNST 213703 em1e; date. See Revision Dale drawing no, A3-7 IS[o19?11 0 PN COUNTERTOP 71 MOUNT LGVI Y Y SP SP EXIST. LIVING ROOM ALL EXTRIOR LIGHTS SUPPLIED BY OWNER INSTALLED BY G.C. FIRST FLOOR ELECTRIC PLAN SCALE: 1/4"=1'-0" 4Y- M GFI I OVEN \\ NEW ENT - Y NEW \ $ DINING ROOM \ NEW -o- Y Y \ PANTR, IELOCATED EXISTING N_W PANTRY I I ALL HIGH HATS TO BE ON DIMMERS SUPPLIED AND INSTALLED BY G.C. ALL CEILING FANS AND CEILING FAN CONTROLS BY OWNER AND INSTALLED BY G.C. MEDIA � I M CL. VERIFY ALL LIGHTING LOCATIONS W/ OWNER PRIOR TO INSTALLATION M M NEW y2 BATH 13 EXIST. DEN \ I \ \ I \ NEW \ 2 CAR GARAGE \ I \ I \ I � \ I —MOUNT HIGH \\ FOR GARAGE \ DOOR OPENER \� G KEYLEGEND �5 DUPLEX RECEPTACLE 10 GFI DUPLEX RECEPTACLE WATER RESISTANCE GFI �0 GFI 0 0 GFI EXIST. COUNTERTOP HEIGHT W TV (CABLE) CONNECTION OUTDOOR SP j SPEAKER SHOWER VOLUME CONTROL S EXI T. BELOW DIMMER SWITCH FYPANDFD KI COUNTERTOP 71 MOUNT LGVI Y Y SP SP EXIST. LIVING ROOM ALL EXTRIOR LIGHTS SUPPLIED BY OWNER INSTALLED BY G.C. FIRST FLOOR ELECTRIC PLAN SCALE: 1/4"=1'-0" 4Y- M GFI I OVEN \\ NEW ENT - Y NEW \ $ DINING ROOM \ NEW -o- Y Y \ PANTR, IELOCATED EXISTING N_W PANTRY I I ALL HIGH HATS TO BE ON DIMMERS SUPPLIED AND INSTALLED BY G.C. ALL CEILING FANS AND CEILING FAN CONTROLS BY OWNER AND INSTALLED BY G.C. MEDIA � I M CL. VERIFY ALL LIGHTING LOCATIONS W/ OWNER PRIOR TO INSTALLATION M M NEW y2 BATH 13 EXIST. DEN \ I \ \ I \ NEW \ 2 CAR GARAGE \ I \ I \ I � \ I —MOUNT HIGH \\ FOR GARAGE \ DOOR OPENER \� G KEYLEGEND �5 DUPLEX RECEPTACLE 10 GFI DUPLEX RECEPTACLE WATER RESISTANCE GFI �0 QUAD RECEPTACLE 10 DC DUPLEX RECEPTACLE DEDICATED CIRCUIT -0 CT COUNTERTOP HEIGHT W TV (CABLE) CONNECTION PHONEJACK SP j SPEAKER ® VOLUME CONTROL S SINGLE POLE SWITCH 8o DIMMER SWITCH fS 3 -WAY DIMMER SWITCH 8u SINGLE POLE SWITCH W/ INDICATOR LIGHT CEILING RECESSED HALOGEN S SHOWER LIGHT V WALL MOUNTED LIGHT A CEILING HALOGEN ANGLED OC CAGED JELLY JAR LIGHT CEILING MOUNT 0cw CAGED JELLY JAR LIGHT WALL MOUNT 4 Ft. FLUORESCENT LIGHT W/ COVER (Il) IF INDICATED MEANS LOW TEMPERATURE TOILET EXHAUST FAN CONNECTED TO LIGHT SWITCH C CEILING FAN (R)IF INDICATED MEANS W/ LIGHT O EXTERIOR SPOT LIGHT W/ MOTION SENSOR 1'r -a- Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 w .irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY FIRST FLOOR ELECTRICAL PLAN It is a violation of the law far any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration seal lex map m. S.C.T.M. # 1000-37-05-11 Pra. CONSTRUCTION DOCUMENTS NICK ERNST 213703 eceb: data: See Revision Data daa ing m.. E1-1 Fo 000 —17 O C O N m v r z w 2 C 6 K ti N ❑ m 6 W m =w m r—❑Om 8M J 2z m m O U -L m� tY w ❑ p ❑ � m Z � I- 0 O FO V D Z H Z ,a W W m �F U 55 Z m m> F w y E W m m D p W a'Um o m 1'r -a- Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 w .irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY FIRST FLOOR ELECTRICAL PLAN It is a violation of the law far any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration seal lex map m. S.C.T.M. # 1000-37-05-11 Pra. CONSTRUCTION DOCUMENTS NICK ERNST 213703 eceb: data: See Revision Data daa ing m.. E1-1 SPACE SECOND FLOOR ELECTRIC PLAN SCALE: 1/4"=1'-0" ISTANCE CIRCUIT OR MOUNT OUNT OVER dPERATURE TO r I Ira Haspel Architect, P.C. 126 FAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY SECOND FLOOR ELECTRICAL PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notatlon "Altered by:" followed by his signature, the date of such alteration, and a speclflc description of the alteration. seal Tea map no.. S. C.T.M. # 1000-37-05-11 Pmae: CONSTRUCTION DOCUMENTS drewn by: NICK ERNST Jab No.. 213703 stele: este. See Revision Date drawing ro E1-2 QQa�� ❑ C m n W z F W � z O a au�iy mwpM r aw— m n �z ❑ O ti U Do K w O OM z 0 zO�0a K O mU ZO ww MzD-9p O U W R O U m W m Ira Haspel Architect, P.C. 126 FAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY SECOND FLOOR ELECTRICAL PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notatlon "Altered by:" followed by his signature, the date of such alteration, and a speclflc description of the alteration. seal Tea map no.. S. C.T.M. # 1000-37-05-11 Pmae: CONSTRUCTION DOCUMENTS drewn by: NICK ERNST Jab No.. 213703 stele: este. See Revision Date drawing ro E1-2 FIRST FLOOR FINISH FLOOR & FURNITURE PLAN SCALE 1/4 NOTE: FINISH FLOOR MATERIALS - CARPET SUPPLIED & INSTALLED BY OWNER - WOOD WIDE PLANK FLOORS- SANDED STAINED, (3) COATS SATIN POLY SUPPLIED & INSTALLED BY G.C. -CERAMIC TILE- SUPPLIED BY OWNER, INSTALLED BY G.C. lra Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright ©2005 IraHaspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED FIRST FLOOR FINISH PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date M such alteration, and a specific description of the alteration. seal Tex map m.. S.C.T.M. # 1000-37-05-11 pm.: CONSTRUCTION DOCUMENTS drown by. NICKERNST Job N. 213703 ereie: d.m. See Revision Data drawing m.. FF -1 OC o 0 e�vn z w Z O o QN ria j H Z i O O w m n Q O Z O z aoma- W z 0 Z ON U o w � Z OK � WOO rwwz a N y O Z 0 Z OD m lra Haspel Architect, P.C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright ©2005 IraHaspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED FIRST FLOOR FINISH PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item in any way bearing the seal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation "Altered by:" followed by his signature, the date M such alteration, and a specific description of the alteration. seal Tex map m.. S.C.T.M. # 1000-37-05-11 pm.: CONSTRUCTION DOCUMENTS drown by. NICKERNST Job N. 213703 ereie: d.m. See Revision Data drawing m.. FF -1 SECOND FLOOR FINISH FLOOR & FURNITURE PLAN SCALE: 1/4"=1'-0" NOTE FINISH FLOOR MATERIALS - CARPET SUPPLIED & INSTALLED BY OWNER - WOOD WIDE PLANK FLOORS- SANDED STAINED, (3) COATS SATIN POLY SUPPLIED & INSTALLED BY G.C. -CERAMIC TILE- SUPPLIED BY OWNER, INSTALLED BY G.C. Ira Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECOND FLOOR FINISH PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item In any way bearing theseal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation 'Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal T....P. 1 S.C.T.M. # 1000-37-05-11 Pbase: / CONSTRUCTION DOCUMENTS dr n by: Jab No.: NICKERNST 213703 aceletlele. Sea Revision Date dl a ing no.: FF -2 m a n z w W � z o R W F N W Z o 0, J Z g'F p U w Z N z� Oo a 5 UF z oo.0 W W IYNo o z� W too r N H;W,Z N H; N W, M 0 O U¢ Met) U N L m Ira Haspel Architect, P. C. 126 EAST MAIN STREET BAY SHORE, NEW YORK 11706 TEL: 631/665.7525 - FAX: 631/665.7595 www.irahaspel.com Copyright © 2005 Ira Haspel All Rights Reserved. KELLER RESIDENCE FIRST & SECOND FLOOR ADDITION Lots No. 25 & 26 - Knoll Circle East Marion, NY PROPOSED SECOND FLOOR FINISH PLAN It is a violation of the law for any person, unless acting under the direct supervision of a licensed architect, to alter any item In any way bearing theseal of an architect. If an alteration is made, the altering architect shall affix to his item the seal and the notation 'Altered by:" followed by his signature, the date of such alteration, and a specific description of the alteration. seal T....P. 1 S.C.T.M. # 1000-37-05-11 Pbase: / CONSTRUCTION DOCUMENTS dr n by: Jab No.: NICKERNST 213703 aceletlele. Sea Revision Date dl a ing no.: FF -2