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HomeMy WebLinkAbout29307-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-29798 Date: 10/27/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 2300 GRATHWOHL RD NEW SUFFOLK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 117 Block 2 Lot 12 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated APRIL 3, 2003 pursuant to which Building Permit No. 29307-Z dated APRIL 17, 2003 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 NON-HABITABLE, NON-HEATED ACCESSORY GARAGE AS APPLIED FOR. The certificate is issued to FRANK & LOIS KLOS (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 77549C 10/14/03 PLUMBERS CERTIFICATION DATED N/A u o zed gignature Rev. 1/81 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. 29307 Z Date APRIL 17, 2003 Permission is hereby granted to : FRANK KLOSS PO BOX 32 NEW SUFFOLK,NY 11956 for CONSTRUCTION OF A NON-HABITABLE, NON-HEATED ACCESSORY GARAGE WITH FLOOD PERMIT AS APPLIED FOR at premises located at 2300 GRATHWOHL RD NEW SUFFOLK County Tax Map No. 473889 Section 117 Block 0002 Lot No. 012 pursuant to application dated APRIL 3 , 2003 and approved by the Building Inspector to expire on OCTOBER 17, 2004 . Fee $ 259 . 30 hori ed i COPY Rev. 5/8/02 Form No.6 3 � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. 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. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00, Alterations to dwelling$25.00, Swimming pool $25.00,Accessory building$25.00,Additions to accessory building$25.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: r� Old or Pre-existing Building: / fY'(check one)f / Location of Property: 3t� �r Z o U �� pl (,tom X/& House No. Street Hamlet Owner or Owners of Property: [/c�ti �� a— Loi J� a 5 Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. „25SZ)7-Z Date ofPermit. Applicant: le(pf Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) i Fee Submitted: $ .QS_3b / L Applicant Signatu co aqe) will I I Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 10/15/03 375 Dunton Avenue 77549C East Patchogue, New York 11772 (631)286-6642 Issued To: Frank & Klos Street: 2300 Grathwohl Road Village: New Suffolk Zip: 11956 Town: Southold Section: Block: Lot: Contractor: Lademann Electric Inc. Lic. # 4141-E Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool I] list Floor ❑X Indoor ❑ Basement ❑ Hot Tub ® Residential N Det.Garage ❑ Attic I] 2nd Floor I] Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 8 6 10 4 Dishwasher WasherlAmps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector 1 200 1 ❑X Bldg. Permit: ,°`,�P�� �//� Other Equipment � r /"zct-a Hugo S. Surdi President Rough Inspection: 08/26/2003 Inspector: Ed Scavelli Final Inspection: 10/14/2003 Inspector: Sean P.Hightower This certificate must not be altered in any manner. Inspectors may be identified by their credentials. Albert J.Krupski,President SVFFO[� Town Ball James King,Vice-President 't' 63095 Route 25 Artie Foster O - P.O.Box 1179 Ren Poliwoda v, Southold,New York 11971-0959 Pegff A.Dickerson O\� Telephone(631)766-1892 j Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 3, 2003 4 7r Mr. Frank Klos Ted's Auto Body - Main Road P.O. Box 15 Peconic, NY 11958 RE 2300 Grathwohl Rd., New Suffolk SCTM#1174-12 Dear Mr. Klos: / The Southold Town Board of Trustees reviewed the site plan dated October 2002 and/ .survey last revised January 24, 2003 and determined the proposed house renovation, garage, fireplace, porch, second story addition to the dwelling, and new sanitary system, to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code and Chapter 37 of the Town Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area 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 and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. However, any activity within 100' of a Wetland line or seaward of the Coastal Erosion Hazard Area would require permits from this office. 2d Wd0£:2T £002 00 -ldb 762S Va 9TS : 'ON 3NOHd ONI Aaca01nH sa2i WON. f L This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Siincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:Ims £d WdT£:ZT £69Z bQ 'idd b6ZS PLL 9TS 'ON 3NOHd ONI Aaoaoinu sa31 WObd ---.-, New York State Department of Environmental Conservation Division of Environmental Permits, Region One _ Building 40-SUNY; Stony Brook, New York 11790-2356 Phone: (631)4440365 - FAX: (631)444-0360 Able Website:www.dec.stete.ny.us Erin M.Crotty Commissioner LETTER OF NON JURISDICTION-TIDAL WETLANDS Frank T. Klos March 20, 2003 1025 Stillwater Avenue Cutchogue, NY 11935 Re: Application #1-4738-03160/00001 _ Klos Property,2300-Grathwohl Road, New Suffolk, NY S.C.T.M. #1000-117-2-12 Dear Mr. Kios: Based on.the information you have submitted, this Department has determined that: The property that is landward of the pre-existing (prior to 8/20/77) paved road, as shown on aerial tidal wetland map #69-1950 dated April 6, 1976, is beyond the jurisdiction of Article 25 (Tidal Wetlands Act). Therefore, in accordance with the current Tidal Wetlands Regulations (6NYCRR Part 661) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all 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 hale bay berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, Mark C. Carrara Permit Administrator cc: Permits and Drafting Unlimited BMHP File Page 1 of 4 Date:September 18,2003 Case No.:03-02-1708A CLOM R-F Federal Emergency Management Agency Washington, D.C. 20472 CONDITIONAL LETTER OF MAP REVISION BASED ON FILL COMMENT DOCUMENT COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Tax Lot 12, Block 2,Section 117,as recorded on a Bargain and Sale Deed, COMMUNITY COUNTY,NEW YORK Document No.02-19561,Liber D00012225, Page 689,filed on December 17, 2002,in the Clerk's Office,Suffolk County,New York COMMUNITYNO.:360813 NUMBER:361 03 00 501G AFFECTED NAME SUFFOLK COUNTY, MAP PANEL NEWYORK ALLJURISDICTIONS DATE:05NIN1998 FLOODING SOURCE:WEST K;GREATPECONIC BAY APPROAMATE LATITUDE&LONGITUDE OF PROPERTY:40.997,-72A78 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 4.0 DATUM:NAD 83 COMMENT TABLE REGARDING THE PROPOSED PROPERTY(PLEASE NOTE THATTHIS IS NOT A FINAL DETERMINATION. A FINAL DETERMINATION WILL BE MADE UPON RECEIPT OF AS-BUILT INFORMATION REGARDING THIS PROPERTY.) OUTCOME 1% ANNUAL LOWEST LOWEST WHATWOULD CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET BE REMOVED FLOOD FLOOD GRADE ELEVATION SECTION FROM THE ZONE ELEVATION ELEVATION (NGVD 29) SFHA (NGVD29) (NGVD 29) 12 21117 _ 2300 Grathwohl Proposed Road StructureX(shaded) 8.0 feet 8.2 feet _ Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) CONDITIONAL LOMR-F DETERMINATION This document provides the Federal Emergency Management Agency's comment regarding a request for a Conditional Letter of Map Revision based on Fill for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the proposed structure(s) on the property(les) would not be located In the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood)if built as proposed. Our final determination will be made upon receipt of a copy of this document, as-built elevations, and a completed Community Acknowledgement form. Proper completion of this form certifies the subject property Is reasonably safe from flooding in accordance with Part 65.5(a)(4)of our regulations. Further guidance on determining if the subject property is reasonably safe from flooding may be found in FEMA Technical Bulletin 10-01.A copy of this bulletin can be obtained by calling the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or from our web site at hftp://www.fema.gov/fima/techbul.shtm. This document is not a final determination; It only provides our comment on the proposed project in relation to the SFHA shown on the effective NFIP map. This comment document is based on the flood data presently available. The enclosed documents provide additional information regarding this request. If you have any questions about this document,please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. tinDour^—o g.-- Ch— Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Page 2 of 4 Date:September 18,2003 Case No.:03-02-1706A CLOM R-F Federal Emergency Management Agency Washington, D.C. 20472 CONDITIONAL LETTER OF MAP REVISION BASED ON FILL . COMMENT DOCUMENT ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) CONDITIONAL LOMR•F DETERMINATION (This Additional Consideration applies to the preceding 1 Property.) Comments regarding this conditional request are based on the flood data presently available. Our final determination will be made upon receipt of this Comment Document, certified as-built elevations and/or certified as-built survey. Since this request is for a Conditional Letter of Map Revision based on Fill,we will also require the applicable processing fee, and the "Community Acknowledgement"form. Please note that additional items may be required before a final as-built determination is issued. This letter does not relieve Federal agencies of the need to comply with Executive Order 11988 on Floodplain Management in carrying out their responsibilities and providing Federally undertaken,financed, or assisted construction and improvements, or in their regulating or licensing activities. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP Is available on our web site at hftp://www.fema.gov/nfp/. Doug Bellomo,P. .,Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Page 3 of 4 1 Date:September 18,2003 ICase No.:03-02-1706A I LOMA Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF SOUTHOLD,SUFFOLK Tax Lot 12, Block 2,Section 117,as recorded on a Bargain and Sale Deed, COMMUNITY COUNTY,NEW YORK Document No.02-19561, Liber D00012225, Page 689,filed on December 17, 2002,in the Clerk's Office,Suffolk County, New York COMMUNITY NO.:360813 NUMBER:36103C0501G AFFECTED NAME SU TOLKCOUNTY, MAP PANEL NEWYORK ALLJURISDICTIONS DATE:06f0411998 FLOODING SOURCE:WEST C EK;GREAT PECONIC BAY APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:40.997,-72A78 SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 4.0 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST WHAT IS CHANCE ADJACENT LOT LOT BLOCK/ SUBDIVISION STREET REMOVED FLOOD FLOOD GRADE ELEVATION SECTION FROM THE ZONE ELEVATION ELEVATION SFHA (NGVD 29) (NGVD 29) (NGVD�) 12 21117 _ 2300 Grathwohl Deatched Road Garage X(shaded) 8.0 feet 8.9 feet Special Flood Hazard Area(SFHA)-The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exoseded in any given year(baseflood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN IN THE SFHA This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s)on the property(ies)is/are not located in the SFHA,an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy(PRP)is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency,P.O. Box 2210,Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at http://www.fema.gov/nfip/. DougBellomo,P. .,Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 Page 4 of 4 Date:September 18,2003 Case No.:03-02-1706A LOMA Federal Emergency Management Agency Washington, D.C. 20472 LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA(This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at(877)336-2627(877-FEMA MAP)or by letter addressed to the Federal Emergency Management Agency, P.O. Box 2210, Merrifield,VA 22116-2210. Additional information about the NFIP is available on our web site at hftp://www.fema.gov/nfip/. Doug Bellomo,P. .,Acting Chief Hazard Study Branch Version 1.3.4 Emergency Preparedness and Response Directorate 62174203 0300375416YOE00003003754 P a t r i c k B r e n n a n Architect ' 526 West 22nd Street APR 2 New York,NY 10011 Tel. 212.989. 1123 Fax. 212.807.1909 Damon Rallis Building Official Town of Southold Building Department Main Road Southold, NY 11971 (t)631 765 1802 (f)631 765 9502 Via Fax: 2 pages total RE: Klos Residence-Garage Grathwohl Road New Suffolk, NY 1000-117-02-012 April 17, 2003 Dear Mr. Rallis, As per your request I have prepared additional specifications for inclusion in the permit documents. These specifications refer specifically to Chapter 3 Prescriptive Design, of the AFPBA WFCM and provide a detailed nail schedule. If this meets with your satisfaction, I will forward an original, signed and sealed, for your records. Thank you for your consideration in processing this application. Please advise. Sin y, atrick Brennan, A End./ Cc: FK 20 KILOS RESIDENCE-GARAGE. Grathwohl Road New Suffolk NY i - - - Date:. 4/17/2003. ADDITIONAL SPECIFICATIONS In addition to the requirements stipulated in the Drawings,all work and materials furnished shall specifically comply with the ANSI/AFP&A WOOD FRAME CONSTRUCTION MANUAL(2007),CHAPTER 3 PRESCRIPTIVE DESIGN and the following schedule; NAIL SCHEDULE NUMBER OF JOINT DESCRIPTION INSTALLATION METHOD COMMON NAILS NAIL SPACING 1 ROOF FRAMING 1.1 Rafter to Top Plate Toe-nailed 3-8d per rafter 1.2 Ceiling Joist to Top Plate Toe-nailed 3-8d perjoist 1.3 Ceiling Joist to Parallel Rafter Face-Nailed 4-16d _ each lap 1.4 Ceiling Joist Laps over Partitions Face-Nailed 4-16d - each lap 1.5 Collar Tie to Rafter Face-Nailed 3-8d __ __ each end _ 1.6 Blocking to Rafter Toe-nailed 2-8d _ _ _ each end 1.7 Rim Board to Rafter End-nailed 2-16d each end 2 WALL FRAMING 2.1 Top Plate to Top Plate _ Face-nailed 2-16d per foot 2.2 Top Plates at Intersections Face-nailed 4-16d joints-each side 2.3 Stud to Stud Face-nailed 2-16d 24"o.c. 2.4 Header to Header Face-nailed 16d 16 o.c. 2.5 Top or Bottom Plate to Stud - End-nailed 2-16d per stud 2.6 Bottom Plate to Floor Joist, Face-nailed 2-16d perfoot Bandjoist, Endjoist or Blocking -- - 3 FLOOR FRAMING 3.1 Joist to Sill, Top Plate or Girder Toe-nailed 4-8d per joist 3.2 Bridging to Joist Toe-nailed 2-8d ___ _ _ each end 3.3 Blocking to Joist Toe-nailed 2-8d _ _ _ each end 3.4 Blocking to Sill or Top Plate Toe-nailed 3-16d each block 3.5 Ledger Strip to Beam Face-nailed 3-16d each joist 3.6 Joist on Ledger to Beam _ Toe-nailed 3-8d per joist 3.7 Band Joist to Joist End-nailed 3-16d per joist 3.8 Band Joist to Sill or Top Plate _ Toe-nailed 2-16d per foot 4 ROOF SHEATHING 4.1 Structural Panels 8d 6"edge/6"field 5 WALL SHEATHING 5.1 Structural Panels 8d 6"edge/12"field 6 FLOOR SHEATHING 6.1 Structural Panels _ 8d 6"edge/12"field AR �M.EYIk Patrick Brennan -- Patrick Brennan Architect --- -- - - - - -- ��- - -- RA 025365 —. OF NE`N BUILDING PERMIT EXAMINER CH LIST DATE REVIEWED: _4_/ 3 /03 APPLICANT: V tou+ si J DATE SUBMITTED: _J_/3 /03 SCTM# DISTRICT: 1,000, SECTION: I I BLOCK: , LOT: I Z SUBDIVISION: ,1 A ADDRESS: 211,00 _ CITY: qnW l Fxt;UL ZONING DISTRICT: CONFORMING? Ne BUILDING PERMITS OPEN/EXPIRED: BP -Z/ C/0 Z- , INFO BP -Z / C/0 Z- , INFO BP -Z/ C/0 Z-_, INFO-/ BP -Z / C/0 Z- , INFO Y0 PRE C R N BP -Z/ C/0 Z-ag`345 _ SINGLE & SEPARATE CERTIFICATION-REQUIRED No NOTES: LOTS 40,000SF 400-24.Lot recognition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 711183) REQ. LOT SIZE: ACT. LOT SIZE: I VS REQ. LOT COV. o % ACT. LOT COV. 1,-,)%REQ. FRONT 3' PROP. FRONT ✓ REQ SIDE ' 31 ACT. SIDE ✓ REQ. REAR 3' PROP. REAR --,,-'- REQ. HEIGHT PROP. HEIGHT PROJECT DESCRIPTION: F LI) Pa Nl ESTIMATED PROJECT COST: 5bK- 401�'/ENGINEER: FAST TRACK N� WATER FRONT? N0 DESCRIPTION: PANEL #: FLOOD ZONE: COMPLIANCE: �1 1 ✓ 0 -- "F , APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT: YES or(g�BED #): DTE: �/ PERMIT #: TOWN SEPTIC RECEIPT: Y 01s NEW YORK STATE DEC: PRE-DEC 911/75E r NO SOUTHOLD TOWN TRUSTEES: i N6 J TOWN ZONING BOARD APPROVAL: YES `r 0 TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PA 2): YES or NO, NOTES: 0# - C r y FEE STRUCTURE: FOUNDATION: f SF FIRST FLOOR: 57y SF SECOND FLOOR: 7 0? SF OTHER: ��� SF INIT OTHER TOTAL TOTAL: FEE FEE FEE I. ( 791 SF)- ( S SF)- _SF X $, _=$ 8`L3G +$ +$ _ F 1.-D Pee M 2. ( SF)- ( SF)= SFX $ _$ +$_ +$ _ $ 16 0 . t>o 3. ( SF)- ( SF)= SF X $ =$ +$ FINAL TOTAL: $ o? 59L,- Ci NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: HEADER�N WALL STUDS&N GIRDERS:O/N CEILING JOISTS: FLOOR JOISTS 19N GOOF RAFTERS LUMBER SPECIES AND GRADE: DESIGN LOAD CALCULATIONS:oN ✓ SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS: Y/N MHT VE o: LOAD PATHS: Y/N ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: yo 3 �'^�-'I��•4^ "�"� ` '-- PLUMBING RISER DIAGRAM: �� LOCATION OF FIRE PROTECTION EQUIPMENTY/ T TRUSS DESIGN: Y/N �J CERTIFICATION: Y/N ENERGY CALCS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) 3d 7 . •;J'l�4-j'H T. TER-Ry rte ''..- ' "n Ball. 5)uut nlam Roa ' = r TOWN CLERIC ,;,.,• r'=, P.O. nos 1179 r }'., �� ch $u"Ihuld. Nc1, Yurk 1 I071 I R'_1 (LEGISrRAR OF VITAI. STATISTICS ✓ (G� O� Fax (SI(il 7h[. n!ARRIAOEOFrICI{R TcicpIm.c 15161 7(,S. INUI RECORD70, FREEDOM MANAGEMENT OFFICER I FREEDOM OF INFORMA"iION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under the Flood Damage Prevent regulations of the Code of the Town of Southold : "Floodplain Development Permit Application" (FDP(93) ] , and "Certificate of Compliance for Development in Special Flood Hazard Area (C/C(93) ] . 7 ip Lglam, I__ ? BLf:3. OE TOWN OF SOILRIOLD It Southold Town Clerk August 25 , 1993 APPLICATION s PAGE I oI a TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This form is to be Filled out in duplicate. SECTION 1• GENERAL PROVISIONS (APPLICANT to read and sign) 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements arc made herein_ 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO THIS APPLICATION ARE,TO BESTQ OF MY KNO1,VLEDGE,TRUE AND ACCURATE. (APPLICANT'S SIGNATURE) DATE Y / SECTION 2: PROPOSED DEVELOPMENT (To be completed by APPLICANT) NAME 'J ADDRESS APPLICANT BUILDER ENGINEER PROJECT LOCATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project}} location wotdd be helpful. FDP(93) APPLICATION _ PAGE 2 OF 4 DESCRIPTION OF WORK (Check all appbcablc boxcs)� A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYP[ ❑ New Structure ❑ Residential (1-4 Family) ❑ Addition O Residential (More than 4 Family) ❑ Alteration ❑ Non-residenual (Floodproofmg? O Yes) ❑ Relocation ❑ Combined Usc (Residential & Commercial) ❑ Demolitioa - ❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECTS B. OTHER DEVELOPMENT ACTIVITIES: O Fill ❑ Mining O Drilling 17Gradiag ❑ Excavation (Except for Structural Development Checked Above) - ❑ Watercourse Alteration (Including Dredging and Channel Modifications) ❑ Drainage Improvements (Including Culvert Work) ❑ Road, Street or Bridge Construction O Subdivision (New or Expansion) ❑ Individual Water or Sewer System ❑ Other (Please Specify) After completing SECTION Z APPLICANT should submit form to Local Administrator for review. SECTION 3: FLOODPLA N DETERMINATION (To be completed by LOCAL ADNIINISTRATOR) The proposed development is located on FIRM Panel No. . Dated The Proposed Development: ❑ Is EQS located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Area. FIRM zone designation is 100-Year flood elevation at the Site is: Ft. NGVD (MSL) ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Sccuon 4 (or additional instructions. SIGNED DATE .r APPLICATION N PAGE 3 OF 4 SECTION 4 ADDrT10NAL INFO RMAT(ON REpU1RED (To he comnlctcd by LOCAL ADMINISTRATOR) The applicant must submit the documents checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑Development plans,drawn to scale, and specifications, including where appbcabte:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the fust floor, details of floodproofmg of utilities located below the fust floor and details of enclosures below the first floor. Also O Subdivision or other development plans (If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑ Plans showing the extent of watercourse relocation and/or landform alterations. • Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofmg protection level (non-residential only) Ft.NGVD (MSL). For floodproofed structures, applicant must attach certification from registered engineer or - architect. ❑ Certification from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION S: PERMIT DETERMINATION (To be completed by LOCAL ADMINISTRATOR) I have determined that the proposed activity: A. O Is B. O Is not in conformance with provisions of Local Law tF19_. The permit is issued subject to the conditions attached to and made part of this permit SIGNED , DATE If BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION N _ PAGE a OF a APPEALS: Appealed to board of Appeals? ❑ Ycs ❑ No Hearing dale: Appeals Board Decision --- Approved? ❑ Yes O No Conditions SECTION G: AS-BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This sectloo must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. I. Actual (As-Built) Elevation of the top of the lowest floor, including basement(in Coastal High Hazard Areas bottom of lowest structural member of the lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Built) Elevation of floodproofmg protection is Fr. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be comnleted by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project to ensure compliance with the community s local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES O NO DATE BY DEFICIENCIES? ❑ YES ❑ NO SECTION 8: CERTTFiCATE OF OMPL," E(To be completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area ,r TOWN OF SOUTHOLD CC,RTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD A-REA (OWNER MUST RETAIN THIS CERTIFICATE_) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY_ CERTIFIED WITH THE REQUIREMENTS OF - LOCAL LAW #_, 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , I9_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: C/C ( 93 ) oe r m w � ��'NA" DESCRIBED PROPERTY .1�tiN1T� NO a r ro G1pk nnF CCYPAM.cro�r&Amrcr. SRUATE `^�` n NEW SUFFOLK, TOWN OF SOUTHOLD Nl wwARnrs ec ror IN.W9ERAi[ro SUFFOLK COUNTY, N.Y. FD cu uxAvnrcpz[p XrzRAnuv m Am"ro>Hs swlrr rs A ro 'SA1 NSUIT o�srcrrov>mc tr "`"'�d` SURVEYED FOR: FRANK T. KLOS a s a"s"WY.v wr ff x LOIS A. KLOS H M[ 4MNttN5 L1.BDSYD YX 9.Xt ry MJI ar�CW90E.S0 10 6E A YNO 1F1T Q ttpY TMS 7000-117-02-012 1 m GUARANTEED TO: F FRANK T. KLOS N/F ROSS LOIS A KLOS 1D CM ALLIANCE ABSTRACT OF NEW YORK, INC. S 74'29'40"E "� s Os 50.00' ,>#v E 0'r— ED .rED CMY" — Q Q � o O N O 74.0' 25.3' srow f7l SURVEYED: 5 SEPTEMBER 2002 T Mrx mar ONE STORY ULn N (� ,6 RESIDENCE SCALE 1"=20' N AREA = 11,125.73 S.F. OR 76.6' 0.255 ACRES W O i Q � O n � U' 20.3' N N SURVEYED BY — n FRAME In STANLEY J. ISAKSEN, JR. 2 —_EARTH DRIVE __ -- GARAGE P.O. BOX 294 FD cm — — -- .-- -- — — — — — -- — — NEW SUFFOLK. N.Y. 11956 N 74'29 40V • UTK n 150.00 An 6' 631-734-5835 N/F GRODSKI POLE *EL26SURV R NYS Lic. No. 49273 0281167 n } >n -I-z- 6P ROPE GUARANTEES INDICATED HERE ON SHALL RUN SURVEY OF NG ISJPRFPA WE PERSON HIS WHOM THE R'E' 4r DESCRIBED PROPERTY OC"R ENDING INSRTUDONTILE COMPANY, fRN LISTED L HEREON AND ANO SITUATE QED' TO THE ASSIGNEES OF THE LENDING INSTOZIR S FFOLK, TOWN OF SOUTHOLD Elf GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSRTURONS OR SUBSEQUENT OWNERS. FFOLK COUNTY, N.Y. FD CM UNAUTHORIZED O(APO ALTERATION OR ADDITION TO T SURVEYlSA NALTERA OF OR AON ION Of THE NEW YORK STATE EDUCAnON LAW URVEYED FOR: FRANK T. KLOS COPIES OF NIS SURVEY MAP NOT BEARING c LOIS A. KLOS THE LAND SURVEYORS EMBOSSED SEAL SHALL 1� N NOT BE CONSIDERED TO 8E A VALID TRUE COPY 60# TM# 1000-117-02-012 w GUARANTEED TO: F FRANK T. KLOS jE ROSS LOIS A. KLOS ALLIANCE ABSTRACT OF NEW YORK, INC. FD CM 51 S 74'29'40"E 50,00' ow° E 01' FD CM U 0 L N O 74.0' L 25.3' STOUP .1SURVEYED: 5 SEPTEMBER 2002 WITH ROOF ONE STORY OVER w SCALE I"=20' O of RESIDENCE Y o AREA = 1 1,125.73 S.F. O OR 0.255 ACRES 76.6' 0 3 O O (lam POURED ^ - 1 \ p CONC. ry FOUNDATIONN SURVEYED BY N — _ _ _ co STANLEY J. ISAKSEN, JR. Z EARTH —DRIVE P.O. BOX 294 _ _ FD CM — — — — — — "" 3.Q' NEW SUFFOLK. N.Y. 11956 631-734-5835 N 74-29'407- • UTIL 150.00 � N/F GRODSKI POLE M CENSE LA D SURV OR NYS Li . No. 49273 02R1167 1. 05 JUNE 03 LOCATED POURED CONC. FOUNDATION "Is"K CESSPOOL AT • da aEZRvr/d MJACENT PROPERTY I ars WISR slst'.uTe,n L AMME MOIIciKxi K[ESS•R• ro P[HNr 1,KNEW Emr.G AWYE MADE M%IDIS-arOE OYYG( TO tCSTND WpY[N[NtS.MOr[Cr ...Tl A4 KfL4SM, I.I. .IAT[K. '•0' '', WELL AT y(�MDEar 11E'�STOTTLE INAMEAo SRM'ha SEAMY o N.Wr Ears a tMrxD P.HL[m ADJACENT PROPERTY VICTIM 10 iKEE dN4L COMPICT W KC[PIML[ IO PROPERTY O.KAS. LLOCAU MO HMr ICTCAMN 0'A.,LMITES PxM CESSPOOL AT • 10 CCYSKK ROAR M.1 NI~I[01NR WAYNE Y INE OWNER ADJACENT PROPERTY i I, MCAMID T10 M.NWPKE LOWEST YtCESW ELCL1S.KKANIMOSIN NRa W Sr[M•RwRCI wliW,WG TV S W A9IN!y IWIL91 a, Sa IKx MAY MI[R rLa D. rzLPLMMN Ot I // St MRN OI eMl,%IOII(IKD OI MtT L. %.MCAs wH SEEN INK PLET A A Kam 0 MATELStOCEPLNO.ETWCINS TAOISMMATERIAL N EICAMEAT, 10 S•OIAN TES ro 1K O Kr=NO AO WrffiTLT wROT DM LE[ NOT rtWRM• Ri r['rtr, TO Tt WIN%rqN CI[wx/IPO I QWp1 IO IIIOf[CI III[[5 104 H%iAl10N f0 H Vr•CKCIES I .ES E COMPANIES 10 / L[fr SIMNNt .1MY%RK[S P LP[4 Mt W. N/F ROSS RESIDENCE I / ORELNH artS.>WLWS.CRASS NN OTHER I,nuvu[ 10 WEAK.ELIrAIWS NN MxaMT I / KC[IAINIL VRONEL(MS,OR MSIWCTIMS AS WIT101 A TOAR/K[W PLUS OT WN 0.N IWl d USES WELL WATER SLOWLY / ISOLATED TO RIYI NSMLAId W NEW .11 SATISFACTORY%L Nln a•INKE 4[NwM RIEI NOPYIWAL. SEPTIC SYSTEM II / CO TVILLE. TATAOIY w AWtlWD. To I / �'p• '/. (EkMTNO1 [SNST. I OSx A WOK.10 [OAPNPHNI MLR. rR[[%RJN ME04M WINCE CnNNESY(Ma AREAS to A �RdEL / 25'-.' ••/- IEXTI TNO _ W%W WIT.III ftPISTOL OROMR WENT.MNPipl%IKM[RISING NUCMI Ap'Ky -/ f t<(CIY}IM1 WTERM.SIQVIt lC EN C•C.5 NN KW CRAMLCUI M%(T SIOtL ILI 6i-q" EPROWOSEOI 210.O"'/.[Ex51NGl /\ LJ'-S" (PgOPO 1 JS p PROWOSEOI al[I4.MILK M. N LOWTWOMWOMCC LOEVACE rNE w[.[.K S TO COMCIKI r0 Q JS'-p• / �A, 34MOVE K•v,O.OWMS 0 OASTS IAb AMD / \ / REM TMD AASEOCCAAMES To MA ENMi.I[L%4(TMriNNGG TOO sol WLLONGS ANO 10MATES INEEK., LATE.PNOr rR01I PONT Y SETBKN RALE I.rM LAOS to MHM DMUCE QSETBA / \ / rD TEST snL[M. N.%ED OrCiO w0 OCco WAS.PM%CT / \ %[OD MRM IRM MOSNN MU TWrrC WATER xO / PROPERTY LRE LCOMPL[IL•KIWIS SIAPS.II0011 YN OIKR .1.SEEDED AREAS Y1rl MASS WA Of .LTEO. DTWM MOTAIMIr IMOgN ONYM SAKE. \ I Iu OElC Cw%I w CL[MM O[wun / 101.SAISEACT. ML WE1EWK. S 74029'40" E 150.0' / \ 9 / T\ SETB�LSE I O 0 11••r ZONING Ob b I 'a — —I— — i'Y — — — — �'i1 ' 3 Lor an ISO nI .a.ODD LIST 1. Itm 1,154 n ; TEST tOtE� I I I v r c - LOT MI.nn m 14 >f I I P I el 1 I I \ r$ 10 wr DPn rcn Ns IN) m 0 T.O.l7.3 LO [ i . \NAS O VACANT LAND TESTA TWO%RKN PIT 54 J5 n.n N.I I ELEv ].JJ 9� I a I 11 � \ V M•.VN%PUO LIII IS N ID E H.YS Too.M] 1 V MM%2 IMSE%ISCN Op 35 ES •LIST 315 r'I ` I��`�� ' ',.� I � MM IM%Te.M Orn 54 05 •sn ».2 p e O .. y _ mIMT ILOOR W.ISO n tlD III: uW y`rl•BO Pd DKLLNG wn V:6.LRALL I ELEV. \• I •CCISSO•RNDLN SY¢ N I ELEV:6.16 i 7.33 I I T / I PROPOTMO WELL SAW%L••M Iry 10 LN n4 0.WALL \ [ / I II WELL TO Bfj 1 E%STNC CESSPOOLS RM%TWOt rcn Lo 210 1.0 Z I I ELEV:6.BJ I i ABNCp(OE TO BE MNOONEO • I 1 , `YARD .Rfl . TIRWTwr EI I PROPOSED q[rWELL Lor 0,OHR.M[IRI w eA I.e FRONT YO WLDC KIM,VN 35 1ST U! • SETBACK LNE II / I MY[R D SrOKi Th rh I x L PROPERTY LINE PROPOSED 12"T10CK 11`.21 .. I ,/ tl WATERPROOF STONE •�� M N RETAM[G WALL V g � � T-1R51NG TORY �ar1c AR YARD ILKMO vPw awHr n,acN Mn: rK survE, IS M%Sr NOIAILrNN COW[RIND PAT RICK RACE SETBACK SIMLE,J aM%x M. [xsrxC AEo ProrO%D Wr[caRR*R.N M M PD%Ssn, BRE NN AN Po SOL TN D LK oWK..M IK owE.NET M"A"AL""no K. arraN.Nr ux w SEVAIAl Al.NO Nv4x5sRr TOO M ARCHITECT p A✓i I/ WAY .. _ LSED CKSUMP*K(WATIMNOMAK.LIR%NTAIN IS CCMCNr iK A-L. 9rC CDM10R _ I6[KESSORY MYK[O TEWNM• 1..3 lwT wr MSI. WEAR ~ W / /I "_"—"—"_"\i—•_"—•—•�/_ — ems' — —• T 8`• _._"_f B ARD TW MM- W-' ' N 74°29140" IN // 150.0' " 1 \.— NM m m-4a I CATCH BASIN AND ORYW LL SPECIFICATIONS: b .r.M-STEEL wr[. v. n /'I / ""0P0�D BaICK y : a EKILDING ACCESSORY !'.M-c4xc.LwLcis uta WsN 1m. SALTWATER WETLANDS PAVING MM OPEN ny u ym BUILDING SIDE rAgp .!'.M-.mCMC..%R. Yvan! FROM WESTERLY LRGOIA,TROVE X E SETBACK [LETALNNS AO "'A",NTF HYD. •.a-.aW.PAT.COIW.OrRu COY(.. ©LOwPII Wu PROPERTY LEE / Y�A'�N � .e,r.aNG mMc.DNWLu. N/F GRODSKI RESIDENCE PROPERTY LINE USES WELL WATER SLOWLY / AND NgvgUIE SEPTIC SYSTEM KLOS RESIDENCE / EXISTING GROUND GRATHWOHL ROAD, / BROWN SANDY LOAM a NEW SUFFOLK,NY / rloerr AP / BROWN SMUY CLAY CL IDIOM OF / 5Y WATER SITE LAN / WATER BROWSANDYC r i SAY CLAY CL 1 dm OCTOBER 2002 / CESSPOOL AT • WATER N [MCwN FINE NW! AS NOTED / ADJACENT PROPERTY j i0 COMSE SAID SW [ ntt/PItP n. PB SW SW PB �LSITE PLAN I I4 l7CiU � f1! }IBM Pmmn, 0 O %ALA W[[T WELL AT SOIL TEST HOLE C X181 FOR �lI�I11!! Ili PPP,6M AO.IKENI PROPERTY scAL[:MT.s. 0 5 N a M 5 TEST HOLE OOZE S, MEOONALD OEOSCENCE ON :. JAROMr 200J A — NoMDr)wings\KLOS A-01.dgn 2/14/2003 4:51:58 PM 765.1802 BUILDING DEPT. SPECTION [ 'FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A CHIMNEY REMARKS: DATE V INSPECTOR ` 6��3c�� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ �FNDATION 2ND [ ] INSULATION ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE S` 03 INSPECTOR - y M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1 LATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE / (,O/O?/03-INSPECTOR '`�`� FIELD INSPECTION REPORT DATE cohoma 9 b FOUNDATION(1ST) , 14 � at FOUNDATION(2ND) 2 O y �y�yy ROUGH FRAMING& t�sf PLUMBING `7 INSULATION PER N.Y. y STATE ENERGY CODE ' Co S FINAL i� ADDITIONAL CommEpTS o O � m S' z 71 y O x I l � 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL of Health SOUTHOLD, NY 11971 3 sets of Building Plans X TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 -- Survey----1<- www. urvey1<www. northfork.net/Southold/ PERMIT NO. Check >( Septic Form N.Y.S.D.E.C. J Trustees Examined #117 ,20�_ Contact: Approved yJ/ ,20 �_ Mail to: 0.1� (yr (o (2i��-on Disapproved a//cc "Tc `72114 Phone: `7 3q- 6aq) Expiration o ,20� Building Inspector APPLICATION FOR BUILDING PERMIT ri Dateri� _ 20 Q3 INSTRUCTIONS This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant, Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. Q (Signature of applicant or name,if a corporation) ?O' Q)O! /S . ?2_C,,0nLr - ) q 1196£1° (Mailing address of applic t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises IT-Rn K Lois --4�16 S (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 9300 (-rrojhwoh I t�oadeW u lh House Number Street Hamlet County Tax Map No. 1000 Section ) 1 7 Block a Lot 1 a Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �i Alen o - - PrlYaie b. Intended use and occupancriVoJe NGLYOQ -- 3. Nature of work (check which applicable): New Building X Addition Alteration Repair Removal Demolition X of sA eJ Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units - Number of dwelling units on each floor If garage, number of cars 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n k+ 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height )ess -1-nn ISSNumber of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase 1116,�0,2 Name of Former Owner Barry Phi I I'c '-RoSS 11. Zone or use district in which premises are situated `pi - N O �R egi& r+ +,"a 1 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_NO 13. Will lot be re-graded? YES_NO_)LWifl excess fill be removed from premises? YES`NO 14. Names of Owner of premises -k)05 Address Phone No. 2$9r - )0 a3 Name of Architect Pa4-rkck �>rynna Address Phone No 2IQ- 989 - 0a3 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO_X _ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES x NO ( i4ac),.c� * 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: COUNTTY O L_) F-ryn,n K -+ Ios being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (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 2003 N Public Signature of Applicant Pamela J. Dunn Notary Public, State of New York Registration #01DU0039400 Qualified In Suffolk County My Commission f -s April 3,2006 II, 1 iTF A, DO NOT PROCEED WITH I 'i FRAMING UNTIL SURVEY -, - - NSHALL OFF FOUNDATION LOCATION n r ALL CON JTSOFTHE HAS BEEN APPROVED. TT HF E , , -YeH TE CODES �D AS t1alED l I CERTIPICATION OF B.P. III NAILING & CONNECTIONS $ah93O Bv: < - O FEE: " - 'I REQUIRED. NOTIFY BUILDING DEPARTMENT AT Archl' te TB&IBGt BNA TO 4 PM FOR THE RUOWNG INSPECTIONS: oTWO REQUIRED T, FORPOURED r i r ETE CSE AN Y OR & A � 1MBINIG UN FUL F RucTaN MusT I� WITHOUT CERTIFICATE I � Tp�sNiu. MEET TINE ' ti OF OCCUPANCY �RIisTAra EsBL�E w I - TION ERRORS - 526 West 22nd Street New York New York - 10011 t . 212 . 989 . 1123 f . 212 . 807 . 1909 pb arch � pb - arch . com COMPLY WITH ALL CODES OF \ NEW YORK STATE A TOWN CODES FLOOD ZO11JLi' ��� AS REQUIRED AND CONDITIONS OF UNDP „„zKjFICATE COMPLY WITH CHAPTER"46- ✓�A BGIIIIIGW7003A REQUIRED FLOOD DAMAGE PREVENTION SDjTWTOWNRMNINGBOAIG SOUTHOLDTOWNCODE. 3 SGURIDLDTONMTRUSTEES PROJ K L 0 S — 3 s ECTo RESIDENCE GARAGE , GRATHWOHL ROAD , NEW SUFFULr\ , GENERAL NOTES , 1, ALL _WORK AND MATERIALS FURNISHED SHALL COMPLY WITH ALL FEDERAL, 7. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND 12. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY ''' 20. THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED OF THE PROGRESS STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE WORK. MEANING OF THE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES AND LAYING OUT THE WORK AND FOR THE LINES AND MEASUREMENTS HEREIN. HE OF HIS WORK. NO WORK SHALL BE CLOSED OR COVERED UNTIL IT HAS BEEN AVAIL HIMSELF OF ANY OBVIOUS ERRORS OR OMISSIONS, SHOULD ANY EXIST. DRAWINGS. SHALL ESTABLISH NECESSARY REFERENCE LINES AND PERMANENT BENCH MARKS INSPECTED AND APPROVED. SHOULD UNINSPECTED WORK BE COVERED, THE 2, THE CONTRACTOR, SHALL OBTAIN ALL PERMITS AND APPROVALS AS SHOULD ANY ERROR OR DISCREPANCY APPEAR OR ANY DOUBT ARISE AS TO THE FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE TAKEN, HEIGHTS OF ALL CONTRACTOR SHALL, AT HIS OWN EXPENSE, UNCOVER ALL SUCH WORK SO THAT REQUIRED BY, LAW ,FOR THE COMPLETION OF THE WORK. TRUE MEANING OF THE DRAWINGS OR NOTES, THE CONTRACTOR SHALL BRING 13. THE GENERAL CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK WORK CALLED FOR "A.F.F." INCLUDING BUT NOT LIMITED TO SOFFITS, CEILINGS, IT CAN BE PROPERLY INSPECTED AND AFTER SUCH INSPECTION, HE SHALL SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF OF ALL CONTRACTORS AND SUB-CONTRACTORS. HE SHALL BE RESPONSIBLE FOR DOORS, SHALL BE TRUE AND LEVEL WITHIN A MAXIMUM TOLER- PROPERLY REPAIR AND REPLACE ALL WORK INTERFERED WITH. 3. THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE PROPOSAL FOR EXPLANATION OR CORRECTION OF SAME. AFTER THE SUBMISSION GIVING ALL TRADES SUCH INFORMATION, PLANS OR DETAILS AS MAY BE REQUIRED ANCE OF /e" OVERALL THE ENTIRE PROJECT REGARDLESS OF VARIATIONS IN THE _ ,CONSTRUED AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATION OF OF PROPOSAL, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL SUCH FOR THE PROPER INSTALLATION AND COMPLETION OF THEIR WORK. ALL MATERIALS ACTUAL SLAB. THE SLAB SHALL BE LEVELED AS REQUIRED SO AS NOT TO VARY 21, THE CONTRACTOR SHALL PROVIDE PROTECTIONS NECESSARY TO P , THE PREMISES HAS BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR ITEMS. SHALL BE ORDERED SUFFICIENTLY AHEAD OF TIME SO THAT WORK CAN PROCEED MORE THAN /B" IN ANY 10'-0". PREVENT EQUIPMENT' REQUIRED OR FOR DIFFICULTIES' ENCOUNTERED, WHICH COULD HAVE ON SCHEDULE, NO SUBSTITUTIONS WILL BE ACCEPTED BECAUSE OF FAILURE TO DAMAGE TO EXISTING IMPROVEMENTS ON ADJOINING PROPERTIES AND ON OWNER'S BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGN- 8. THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAW- DO S0. 19. a) THE PREMISES AND THE JOB SITE SHALL BE MAINTAINED IN A REASON- PROPERTY OWNER MUST BE NOTIFIED, IMMEDIATELY, OF ANY DAMAGE TO EXISTING ]ZED. IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR INGS AND NOTES, TO INTERPRET AND EXPLAIN THE DRAWINGS OTHER INFORMA- IMPROVEMENTS ON ADJOINING PROPERTIES AND ON OWNER'S PROPERTY. " TION DEEMED NECESSARY BY THE ARCHITECT WILL BE FURNISHED TO THE CON- 14. THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, SAMPLES, ABLY NEAT AND ORDERLY CONDITION AND KEPT FREE FROM ACCUMULATIONS OF CONTRACTOR MUST RESTORE DAMAGED IMPROVENTS TO THEIR HAS CHECKED AND. VERIFIED ALL QUANTITIES, WORK AND MATERIALS INVOLVED TRACTOR WHEN AND AS REQUIRED BY THE WORK, AND IT IS TO BE UNDERSTOOD AND FIXTURE CUTS FOR THE ARCHITECT'S REVIEW AS REQUIRED AND/OR INDICATED WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. CONDITION, AS ACCEPTABLE TO PROPERTY OWNERS. ORIGINAL - " AND THAT HE SHALL TAKE RESPONSIBILITY FOR ANY DEFICIENCIES THEREIN, REMOVE CRATES CARTONS AND OTHER FLAMMABLE WASTE MATERIALS OR TRASH " THAT SAID ADDITIONAL INFORMATION OR DRAWINGS ARE TO BE OF EQUAL FORCE ON DRAWINGS. THE ARCHITECT'S REVIEW SHALL NOT BE CONSTRUED AS AN FROM THE WORK AREAS AT THE END OF EACH WORKING DAY. . '4. BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK, EACH TRADE SHALL WITH THESE DRAWINGS, INDICATION THAT SUBMITTAL IS CORRECT OR SUITABLE NOR THAT WORK REPRE- 22. DEFINITIONS . BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA CHARGE OR SENTED BY SUBMITTAL COMPLIES WITH THE DRAWINGS, EXCEPT AS TO MATTERS "REMOVE"- MEANS TAKE DOWN AND DISPOSE OF THE DESIGNATED MATERIAL, ir COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL 9 FULL SIZE OR LARGE SCALE DETAILS Oft DRAWINGS SHALL GOVERN SMALL OF FINISH, COLOR, AND OTHER ESTHETIC MATTERS. ACTION NOTED ABOVE DOES b) ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES ASSEMBLY OR OTHER INDICATED ITEM IN A LAWFUL MANNER, OFF THE SITE. AND SIMILAR SPACES WHICH ARE GENERALLY UNFINISHED SHALL BE CLEANED DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DIS- SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. DETAILS OR CONDI- NOT RELIEVE THE CONTRACTOR FROM REPONSIBILITY TO COORDINATE ALL TRADES AND LEFT FREE FROM RUBBISH PLASTER, "SALVAGE"- MEANS DISASSEMBLE, DISMOUNT AND STORE ITEMS TO BE REMOVED LOOSE ER, MORTAR DRIPPINGS, EXTRANEOUS FOUNDCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS WHICH MAY BE TIONS INDICATED FOR A PORTION OF THE WORK BUT NOT CARRIED OUT FULLY AND RA CHECK QUANTITIES AND ALL ASSUME AGAINST CONDITIONS IN THE FIELD. CONSTRUCTION MATERIALS, DIRT AND DUST. FOR REUSE E THE WORK OR TRANSFER TO THE OWNER IN AN AREA DESIGNATED FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION AND FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR PORTIONS CONTRACTORS AND ENGINEERS SHALL ASSUME RESPONSIBILITY FOR ALL ERRORS BY THE OWNER. ' CLARIFICATION BEFORE PROCEEDING WITH THE WORK, EXCEPT AS OTHERWISE SPECIFICALLY NOTED. IN EVERY CASE A MORE EXPENSIVE ON THEIR DRAWINGS (SUBMIT TWO COPIES EACH.) c) CARE SHALL BE TAKEN BY WORKMEN NOT TO MARK, SOIL. OR OTHERWISE "MATCH"- MEANS TO PROVIDE AND INSTALL NEW MATERIALS, ASSEMBLIES OR ITEM OR METHOD SHALL BE ASSUMED OVER A LESS EXPENSIVE ONE AND DIM- PRODUCTS MATCHING THE REFERENCED EXISTING MATERIAL, ASSEMBLY OR ENSIGNS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE OR SCALE. 15. ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT SHALL DEFACE FINISHED SURFACES. IN THE EVENT THAT FINISHED SURFACES BECOME PRODUCT COMPLETELY, INCLUDING ACCESSORIES, COLORS AND FINISHES. WHEN 5. ALL' OF THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPILH BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED. ALL SUBJECT TO TWE DEFACED, CLEAN AND RESTORE SUCH SURFACES TO THEIR ORIGINAL CONDITION. MATCHING IS REQUIRED, THE CONTRACTOR SHALL SUBMIT SAMPLES OF THE MENTARY-. AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED 10. THE PROJECT HAS BEEN DESIGNED AND DETAILED FOR THE SPECIFIC MATER- APPROVAL OF THE ARCHITECT. THE USE OF OLD OR SECOND-HAND MATERIALS IS REQUIRED MATERIALS FOR APPROVAL, FOR L ALL; ANY WORK SHOWN OR REFERRED TO AW ANY ONE DRAWING IALS AND EQUIPMENT SPECIFIED. NO SUBSTITUTIONS SHALL BE MADE WITHOUT STRICTLY FORBIDDEN. THE CONTRACTOR SHALL, IF REQUIRED, FURNISH SATIS- d) CLEAN UP IMMEDIATELY UPON COMPLETION OF EACH TRADE'S WORK. SHALL BE'PROVIpED. AS THOUGH SHOWN ON ALL DRAWINGS. WHENEVER AN ITEM THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT. IF THE SPECIFIED' N FED MATERIAL FACTORY _ 23. CONSTRUCTION IS SPECIFIED' AND%OR SHOWN ON THE DRAWINGS BY DETAIL DR REFERENCE ITEVIDENCE AS TO THE KIM AND QUALITY OF MATERIALS AND WORK e) CLEAN AREAS OF THE BUILDING IN WHICH PAINTING AND FINISHING WORK FORMULATED SHALL NOT BE PERFORMED UNTIL SCHEDULE OF OPERATIONS SHALL BE CONSIDERED TYPICAL FOR OTHER ITEMS WHICH ARE OBVIOUSLY IN- IS NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE AN ALTERNATE MATERIAL MANSHIP. MATERIALS SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S HAS BEEN FORMULATED JOINTLY BY THE CONTRACTOR, THE OWNER AND THE AND SHALL PROVIDE DRAWINGS, SAMPLES, SPECIFICATIONS, MANUFACTURER'S PRINTED INSTRUCTIONS. UPON REQUEST, THE MANUFACTURER'S REPRESENTATIVE IS TO BE PERFORMED JUST PRIOR TO THE START OF THIS WORK, AND MAINTAIN ARCHITECT. TENDED' PO DO THE SAME EVEN THOUGH NOT SO DESIGNATED OR SPECIFICALLY LITERATURE, PERFORMANCE DATA, ETC.. IN ORDER THAT THE ARCHITECT CAN SHALL GO TO THE SITE AND INSTRLCT THE MECHANICS IN THE USE OF THE THESE AREAS IN SATISFACTORY CONDITION FOR PAINTING AND FINISHING. { NAMED BUT DO SERVE THE SAME, FUNCTION. EVALUATE THE PROPOSED SUBSTITUTION. IF THE SUBSTITUTION AFFECTS A MATERIALS OR SHALL SUPERVISE THEIR USE. f) THIS CLEANING INCLUDES THE REMOVAL OF TRASH AND RUBBISH FROM 24. ALL WORK SHALL BE SUBJECT TO FINAL INSPECTION BY THE ARCHITECT AND I 6, THE WORK TOBE PERFORMED ,CONSISTS OF FURNISHINGALLLABOR, EQUIP- CORRELATED FUNCTION, ADJACENT CONSTRUCTION, OR THE WORK OF ANY OTHER THESE AREAS, BROOM CLEANING OF FLC)ORS, THE REMOVAL OF ANY ,PLASTER, ACCEPTANCE BY THE OWNER. MENt)'TOOLS,'TRANSPORTATION SUPPLIES; FEES, MATERIALS, AND SERVICES IN CONTRACTOR OR TRADE, THE NECESSARY CHANGES AND MODIFICATIONS TO THE 16. FOR THE EXECUTION OF THE WORK TO BE PERFORMED UNDER THIS CONTRACT MORTAR, DUST AND OTHER EXTRANEOUS MATERIALS FROM FINISH SURFACES, ! `ACCORDANCE., WITH THESE NOTES.AND DRAWINGS AND PERFORMING ALL OPER- AFFE TED WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADD- AND FOR THE MANUFACTURE OR TR>NSPORTATION OF ANY OF THE MATERIALS OR INCLUDING BUT NOT LIMITED TO MISCELLANEOUS METAL, ITIONAL EXPENSE .TO OWNER. NO REQUESTS FOR SUBSTITUTES WILL BE ENTER- APPLIANCES TO BE USED OR INSTALLED, THE CONTRACTOR SHALL EMPLOY ONLY E AL, WOODWORK, PLASTER, 25. ALL WORK SHALL BE GUARANTEED FOR ONE YEAR AFTER FIN N I A.RY C NDITION THE TO CONSTRUCT AND INSTALL COMPLETE AND IN CATISFACT- ALL DEFECTS DISCOVERED D AL INSPECTION, ORY, CONDITION THE' VARIOUS MATERIALS AND EQUIPMENT AT THE LOCATIONS GYPSUM DRYWALL, MASONRY, CONCRETE, MECHANICAL AND ELECTRIChL EQUIP- TANNED BY THE ARCHITECT DUE TO THE CONTRACTOR'S FAILURE TO ORDER SUCH LABOR THROUGHOUT AS WILL NOT INTERFERE WITH THE SPEEDY AND LONA THE GUARANTEE PERIOD SHALL BE REPAIRED SHOWN. IT 1S INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITE MATERIALS IN A TIMELY MANNER. UNINTERRUPTED COMPLETION OF THE PROJECT ALL WORK SHALL BE DONE BY FENT, PIPING, DUCTWORK, CONDUIT, AND SURFACES VISIBLE AFTER PERMANENT 6 FIXTURE INDUCTION UNIT COVERS, GRILLES, REGISTERS AND OTHER SUCH FIXT- TO THE OWNER'S SATISFACTION AT THE CONTRACTOR'S EXPENSE. AND NECSSARY TO FINISH' THE ENTIRE WORK PROPERLY, NOTWITHSTANDING MECHANICS SKILLED IN THEIR TRADE AND SHALL BE INSTALLED IN A NEAT AND URES OR DEVICES ARE IN PLACE. j ;THE FACSTHAT EVERY ITEM NECESSARILY INVOLVED MAY NOT BE SPECIFICALLY 11. THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE WORKMANLIKE MANNER IN ACCORDANCE WITH THE BEST TRADE PRACTICES. MENTIONS' ;OR SHOWN. ANY ITE WHICH MAY BE 0 ABY IN THE PROJECT ARE HEREBY MADE A PART OF THESE NOTES - p M H EAS N L CONSTRUED AS 0 LL WITH THE SAME ' ) LEAVING ALL FIXTURES AND EQUIPMENT IN AN UNDAMAGED, ' IT FORCE AND EFFECT AS THOUGH HE 17. AN M 9 ED, BRIGHT, CLEAN i NCIDEN � TO THE PROPER AND SATISFACTORY COMPLETION OF THE WORK IN REIN WRITTEN QUIT IN FULL, EXCEPT THAT Y MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAW- POLISHED CONDITION. ' I ACCORDANCE WITH THE INTENT, OF THESE NOTES AND DRAWINGS IS HEREBY WHEREVER THE DRAWINGS REQUIRE HEAVIER MEMBERS;, BETTER QUALITY MATER- INGS AND SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED ' INCLUDED: IALS OR ARE OTHERWISE MORE STRINGENT, THESE MORE STRINGENT REQUIR- BY THE CONTRACTOR AT HIS OWN EXPENSE, AND THE SAME SHALL BE REPLACED ! EMENTS SHALL GOVERN. WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT. THE h) CLEAN AND POLISH ALL HARDWARE, AND OTHER METAL WORK. CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE WORK WHICH i) DO ALL OTHER CLEANING AS REQUIRED TO TURN THE BUILDING AND j' MAY BE DISTURBED. PREMISES OVER TO THE OWNER IN A SPOTLESS AND ORDERLY CONDITION. ABBREVIATIONS SYMBOLS-MATERIALS SYMBOLS-DRAWING LIST OF DRAWINGS STRUCTURAL NOTES PEvlsias Q4TE OESCPlPTJON P. ' EACH AT JMT. JOIST owc xo AF.F. MOVE FINISHED,FLOOR JT. JOINT ®/ EARTH ELEVATION INDICATOR C-01 COVER SHEET & NOTES 3/28/2003 ALUM. � ALUMINUM LAV. LAVATORY � �s,¢i xo. V REFER TO BUILDING PLANS FOR DESIGN LOADS AND ADDITIONAL SPECIFICATIONS 41 STEEL ARCwT ARCHITECT LOC. LOCATION B N owc rw. A-01 SITE PLAN a. ALL STEEL SHALL BE RCI UNLESS OTHERWISE NOTED OR BUILDING DEPT' BD. BOMG L.P. Low POINT ,- 2) THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING b SPECIFIED. BLDG. BUILDING WAS, MASONRY o a 0 GRAVEL BUILDING SECTION INDICATOR ALL CONCRETE REINFORCING STEEL SHALL B ECRD LI � �S�t�, GRADE 60 MINIMUM . „ SLK. � BLOCK MAT, MATERIAL A-02 GARAGE PLANS AND NOTES AS REQUIRED FOR ALL STRUCTURAL INSTALLATION AND REMOVAL TASKS AND SHALL (ASTM A-432) DEFORMED BARS. ED AR NEP Cy -, BLK'G BOTTOMC MAX. MAXIMUM HAVE SOLE RESPONSIBILITY FOR ALL DAMAGE OR INJURIES CAUSED BY c. ALL CONCRETE REINFORCING SHALL BE. WELL DETAILED, CAREFULLY �µEVIPo BOT.. _ BOTTOM MECH. MECHMIICOL REIN. CONCRETE '9' J SECTION INDICATOR A-03 ELEVATIONS, SECTIONS, DETAILS, AND SCHEDULES THIS WORK AND SHALL REPAIR ALL DEFECTS AT HIS EXPENSE. PLACED, RIGIDLY SUPPORTED, WELL TIED WITH BAR SUPPORTS, AND o P O !' CM CABINET � MTL METAL CEM.'' CEMENT MIN. MINIMUM ____ f - CMU CONCRETE MASONRY UNIT M.O. MASONRY 'OPENING 1 SPACED IN ACCORDANCE WITH THE MANUAL OF STANDARD PRACTICE Q Y ,I 'CPT CARPET MTD, MOUNTED ® PLYWOOD �/ , DETAIL INDICATOR 3) WOOD (ACI 315-65) I' C.T. cERAIAIc TILE HAT, NATURu --- a. ALL LUMBER USED FOR CEILING JOISTS, FLOOR JOISTS, RAFTIERS, HEADERS, C.HT, CERIN" HEIGHT NIC. NOT N CONTRACT 1 AND BEAMS SHALL BE DOUGLAS FIR, NO. 1 GRADE OR BETTER WITH 5) CONCRETE CLG. CEILING NO. NUMBER 0�5365'N OQ CL. CUOSET N.T.S. NOT TO SCALE ® WOOD FINISHED (q)--I- COLUMN LINE INDICATOR FB - 1000 PSI. MIN. AND E - 1,700,000 PSI. MIN. a. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH -9T J _ COL, COLUMN O.C. ON CENTER "w III b. ALL PRESSURE TREATED LUMBER SHALL HAVE FB = 1000 PSI MIN. AND OF 3,500 PSI AT 28 DAYS. FOF NE`I'L o, CON": CONCRETE OPG. OPENING .CONST. CONSTRUCTION PART, PARTITION ® WOOD BLOCKING X'-X" E - 1,700,000 PSI. MIN, b. ALL CONCRETE SHALL BE AIR ENTRAINED NOT LESS THAN 5X AND CONTR. CONTRACTOR PLYWD. PLYWOOD c. ALL OTHER LUMBER USED FOR STRUCTURAL APPLICATIONS !SHALL BE NOT MORE THAN 7/ BY VOLUME OF CONCRETE. DET. DETAIL P.S.I. POUNDS PER SQUARE INCH r � DIMENSION LINE DOUGLAS FIR, NO. 2 GRADE OR BETTER WITH FB - 900 PSI. MIIN. AND c CEMENT RATIO SHALL COMPLY WITH ACI 318 © caPYRIGHT 2002 j OTA. DIAMETER;.. R STAR RISER DINT. DIMENSION REF REFRIGERATOR/REFERENCE - ® CONCRETE BLOCK E - 1,600,000 PSI MIN UNLESS OTHERWISE NOTED. ON DOWN RED'S REGULATIONS ELEVATION INDICATOR d, PROVIDE WOOD BRIDGING OR BLOCKING IN SOLID LUMBER ASSEMBLIES AT 6) FOOTINGS FRO.ECrAKIW - �. ccsl �HMO(s) RA.F, REINFORCING E URN cnw- 8 FEET ON CENTER MAXIMUM a. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL. KLOS RESIDENCE- _ ELEC. 'ELECrniC RECD, REQUIRED GYPSUM BOARD e. PROVIDE FIRE BLOCKING AS REQUIRED AT ALL WALLS, CEILINgGS, AND OTHER b. CONTRACTOR SHALL IMMEDIATELY NOTIFY ARCHITECT OF POOR SOIL GARAGE EL/ELEV, ELEVATION RM ROOM NORTH ARROW EXIST. , EXISTING SCHED. SCHEDULE ® CONCEALED SPACES. CONDITIONS AND/ OR DAMAGED, DEFECTIVE OR SUSPECT FOUNDATION GRATH GARAGE ROAD, - 4 E.J. EXPANSION JONI SECT. SECTION ® RIGID INSULATION I. ALL INTERIOR STUD WALLS SHALL BE CONSTRUCTED OF 2 (INCH BY 4 INCH AND FOOTING CONDITIONS DISCOVERED EXT. EXTERIOR SIM. SIMILAR VFW_ ! FINFINISH/FINISHED SCWD SOLD CORE WOOD DOOR' C3`n.w SPACE/ROOM DESIGNlATION WOOD STUDS AT i6 INCHES ON CENTER MAX. NEW SUFFOLK, NY FIXT. FIXTURE SPECS. SPECIFICATIONS g. PROVIDE SOLID BLOCKING UNDER ALL PERPENDICULAR PARTITION WALLS X�. 'FLFLOOR STD. STANDARD BATT INSULATION AND DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. \��' FR.G,W.B' FIRE'RETPRDENT GYPSUM STRUCT. STRUCTURAL ® O DOOR NUMBER I'RO.ECT An WA.LBOMO SUMP. SUSPENDED _ h. PROVIDE DOUBLE JOISTS, HEADERS AND TRIMMERS AT ALL F LOOR OPENINGS FT 'AFOOT/FEET SW" SWITCH AND STAIRS, UNLESS OTHERWISE NOTED. 100201 FP, FIREPROOF ' T.E. "TOILET EXHAUST '® STEEL, METAL O - FPSC - FIREPROOF;SELF-CLOSING TMG - TONGUE R GROOVE WINDOW NUMBER ppA GUAGE ' T.O. ., TOP OF GµV. GµdMi2ED INN. THIOKNESS/THICK ® T/TLE ' GI:',' - GLAss , TIP. TYPICAL BRICK COVER SHEET & ' NOT�$' OWE., GYPSUM-WALLBOMO U.L. UNDERWRITERS LABORATORYqYP - ! KOW C4P,SUM - � WJ. VINYL COMPOSITION CLOSET TIE - �� OCTOBER 2002 HCWD � nG"W" CORE W000 DOOR VOT WALK M CLOSET j HOOP HANDAPPED W.C. WATER a0str CODE COMPLIANCE HDWR HMO ,INE WL WITH - HVAC - HS/�TMG VENTILATION AND W/G -WITHOUT ' AR tONDRIONMG WD. WOOD _ SLE 11 HORI2 HOARONTA- W.H. ' Wµ1 HUIyG HT, HMGHT W.P. ,WEATHERPROOF - ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH; - NOT TO SCALE ! HB HIGH PONT W.R. WATER RESISTANT -BUILDING CODE OF NEW YORK STATE (2002) MSW, INBULATKdN WWM 'WELGED,'WNE MESH I -RESIDENTIAL CODE OF NEW YORK STATE (2002) CLIMATIC LAND GEOG APHI ' DESIGN RITERIA c�sl�Eoer, PB -ANSI/ AF&PA WOOD FRAME CONSTRUCTION MANUAL (2001) ' r\ Y PpRTIT{ONS, -ZONING CHAPTER 100 FROM CODE OF THE TOWN OF SOUTHOLD SUBJECT TO DAMAGE FROM avawn!er. -NATIONAL BOARD OF FIRE UNDERWRITERS GROUND WIND SEISMIC WINTER ICE S LD FLOOD SW I ,, EXISTING TO 'BE' REMOVED . , r. SNOW SPEED (MPH) DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UINDERL ENT HAZARDS CFEC,YEO BY PB 1,_T r, I ii -NATIONAL FIRE PROTECTIVE ASSOCIATION REQUIREMENTS LOAD CATEGORY DEPTH TEMPERATURE RE E C -ALL OTHER FEDERAL, STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION 45 PSF 120 B SEVERE 36" MODERATE SLIGHT 11 DEG. .A. COASTAL amowlAC Ao ji'; " it PROPOSED OVER THE WORK TO TO " HEAVY MODERATE AE Ex]&rIA1C;,To REMAIN , I ...1�� W garaEE e IIAge J 2D 9 DO 27, RN i �( I INV t I ., - • , - .. I I 11 '+ �vrstays I r t aare �scnlarror 5I7E WORK SPEGIFICATtnuc ' 3/25/2003 1. PROVIDE PROTECTIONS NECESSARY TO PREVENT 7. REMOVE EXISTING ABOVE-GRADE AND BIS TELOW-GRADE BUILDING DEPT, . IMPROVEMENTS DAMAGE TO XI ONNADJOINING EPROPERTIESTAND ON NEW CONSTRUCTION. SANEW WECT IMPROVEMENTS AS NCUTSEDGESARYSSARY 70FFE CILIT GEPAVEMENT 'OWNER'S PROPERTY. RESTORE DAMAGED IMPROVE- WHERE REQUIRED. ` MENTS TO THEIR ORIGINAL CONDITION, AS ,�,' ACCEPTABLE TO PROPERTY OWNERS. B. LOCATE AND VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING WORK. DO NOT INTERRUPT EXISTING 2. PROTECT EXISTING TREES AND OTHER VEGETATION UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER _ ,. INDICATED TO REMAIN IN PLACE AGAINST UNECESSARY EXCEPT WHEN PERMITTED IN WRITING BY THE ARCHITECT M1 - CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY OR BRUISING OF BARK, SMOTHERING OF TREES BY SERVICES HAVE BEEN PROVIDED. PROVIDE A MINIMUM OF STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED 48 HOURS NOTICE TO THE ARCHITECT AND RECEIVE MATERIALS WITHIN GRIP LINE, PROVIDE TEMPORARY WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING GUARDS TO PROTECT TREES AND VEGETATION TO BE ANY UTILITY.000RDINATE WITH UTILITY COMPANIES TO - LEFT STANDING. SHUT OFF SERVICES IF LINES ARE ALIVE N/ F ROSS RESIDENCE E DUNCE 3. REMOVE T VE RUES, SHRUBS GRASS I AND OTHER , 9. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS I USES WELL WATER SUPPLY Y, VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS AS WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FOOT OR REQUIRED TO PERMIT INSTALLATION OF NEW UNTIL SAITSFACTORY SOIL WITH SUITABLE BEARING AND INDIVIDUAL SEPTIC SYSTEM coNsiRucnoN. CAPACITY IS REACHED. - 4. STRIP TOPSOIL TO WHATEVER DEPTHS 10. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, ' ENCOUNTERED IN A MANNER TO PREVENT INTER- FREE FROM IRREGULAR SURFACE CHANGES. PROVIDE A MINGLING WITH UNDERLYING SUBSOIL OR OTHER SMOOTH TRANSITION BETWEEN EXISTING ADJACENT OBJECTIONAL MATERIAL. STOCKPILE TOPSOIL ON GRADES AND NEW GRADES. CUT OUT SOFT SPOTS, FILL - SITE FOR FUTURE USE. IN LOW SPOTS, TRIM HIGH SPOTS T '9I 0 CONFORM TO REQUIRED ' S. REMOVE HEAVY GROWTHS OF CRASS FROM SURFACE TOLERANCES. � ' AREAS BEFORE STRIPPING, WHERE EXISTING TREES 11. SLOPE GRADES TO DIRECT WATER AWAY FROM ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL BUILDINGS AND TO PREVENT PONDING. ' IN PLACE WITHIN DRIP LINES TO PREVENT DAMAGE • TO ROOT SYSTEM. 12. SEED DAMAGED AND GRADED AREAS. PROTECT lid SEEDED AREAS FROM EROSION AND TRAFFIC. WATER AND PROPERTY LINE 6. COMPLETLY REMOVE STUMPS, ROOTS AND OTHER MAINTAIN SEEDED AREAS UNTIL GRASS HAS GERMINATED. - O DEBRIS PROTRUDING THROUGH GROUND SURFACE. ` FILL DEPRESSIONS CAUSED BY CLEARING OPERATIONS I WITH SATISFACTORY SOIL MATERIAL. � S 74o29 '40 ' ' E 150 . 0 ' SIDE YARD 4 6 B SETBACK LINE --------------- - --------------------------------------------------- - - - - - - - -------------- ------------------------- -- --. o C:) i R-40 1 L 7 1-FAMILY NON- ZONING NG DWELLIN S CONFORMING EXISTING PROPOSED �,, � `� � � DWELLINGS LOTS O 1 — N Se 1 k " • I I -- --- -� LOT SIZE fSQ FT) 40,000 LESS THAN p I 20,000 11,250 11,250 _ 11 �O i LOT WIDTH (FT) 150 - 75 75 I i I j 11 �0 I 0 LOT DEPTH (FT) 175 - 150 150 i I ^��o I V AG AN T LAND ACCESSORY BUILDING I I I ��o I c SIDE SETBACK (FT) 30 190 Lu , f I 3.0 - i I PROPOSED I i N REAR SETBACK (FT) 3.0 2.60 3,0 - Q I I EXISTING T O __ DRYWELL S = i (� MAXIMUM PERMITTED DIMENSIONS! 1a 18 12 17.83 n/ I I - REMAIN 1- S T O R I I • i ACCESSORY BUILDING HEIGHT (FT) - � i f i I RESIDEN E N j I F . F . ELE 10 . 38 I 6, . I I I I ( E r, 9 XISTING z PAVING I ( 10 ! BASED UPON SURVEY BY - I I /// � ( NOTES THE SURVEY IS THE BEST INFORMATION CONCERNING i I I I STANLEY J ISAKSEN JR. �� I EXISTING AND PROPOSED SITE CONDITIONS E SHE POSSESSION BOX 4 RE THE OWNER, BUT THE OWNER AND OWNER'S AUTHORIZED P 0. 29 NEW SUFFOLK, NY 11956 RRESENESS 0S ASSUME NO RESPONSIBILITY FOR THE " 631.734.5835 CORRECTNESS OF THE SURVEY INFORMATION AND MAKE NO FRONT YARD I --tcc _ _ _ ' - - ' __ - - REPRESENTATIONS REGARDING THE ACTUAL S1TE CONDITIONS \ten REVISED FEBRUARY 1, 2003 THAT MAY EXIST. SETBACK LINE PROPOSED I I I s PROPERTY LINE i BRICK PAVING j P STORY moo Mn 02-012 CATCH BASIN AND DRYWELL SPECIFICATIONS: R GE �� I EXISTING ACCESSORY - 24" z 24" STEEL GRATE, BUILDING REAR YARD -- ------ _ _ 10 ; = 45" z 56" CONE. CURELESS CATCH BASIN TOP. , s' x 56" . 12" coNa RISER. P AT R I C K II PROPOSED GRAVEL O _1 I SETBACK ELEVATIONS REFERENCE 1929 NGVD. 8' x B" ROUND, FLAT, CONC. DRYWELL COVER. B R E N N K - - - - DRIVEWAY - _ - _ - - - - - - - ) - B' x 2'ROUND CONC. DRYWELL. I PRO ORY AR�cP�-SIA��E� ACES "0 Hr.0 I.. F -- I ISE TBA - - - - - - - ' - - - - - - - I BUILDING ¢ e z FVIN J 'HEAR YARD ----------------- I GK NOTE 4 N 74029 ' 40 ' W 150 . 0 ' 10 q 025965% JOQ .', � 200`1/= T0. SALTWATER WETLANDS - o} o = 22'-0" 52� FROM WESTERLY o Nx�ay o New Yo ,� oRKeEiaon O v 212.95°.123 � I PROPERTY LINE n0_0 TO : EXISTING 1 STORY &��eW GARAGE TO BE REMOVED COPYRIGHT 2002 j a¢m u)cn ' EXISTING ACCESSORY N/ F GRODSKI RESIDENCE BUYBACK SIDE YARD KLos RESIDENCE- USES ESIDENCE r I' , GARAGE USES WELL WATER SUPPLY GRATHWOHL ROAD, - - AND INDIVIDUAL SEPTIC SYSTEM PROPERTY LINE NEW SUFFOLK, NY' AYly l A/O 100201 rias, SITE PLAN i! zl OCTOBER 2002 AS0 N TED a-s`r lg06» PB SW l I`q 1' awkwgn SW S(TE PLAN. cAmmg or, PB � SCALE kFEET> . y ORN•VlA,C Ab A -, O I I . •, I i 1 I I ,� �I K 0 �ana�B A-Di"➢n 27 200 a 0 9t 11 ^ � _ x _ . . . . .. ' i... .1. _ _ . . - r5 ii 6 ` F, I. It 5 Y ��I ,11 •'lI F 11 I"W0.a` I 6 � 4 . I ' A,Q3 - A-0] A 03 5 l ✓! ri lt7NS I , f BLOC. f COL. EXT S , .. . EXTERIOR SECURITY � _ LIGHT _ J ' Fart h I E I I 1 WIN. BLDG. �. COL. / �. DOOR A 03 A-W Q4TE OESLWlPrIOy, � 3 35 M.o. i'jFI 2�," m 22,_p, e BLDG. WIN. 3/28/2003 22 0 .A '� i Fs 6,_61 ,,, 12'_81/ ' I 2'-111/," I ON SIMFOUR CORNERS O�DOWNS ✓ 4'-11" 112'_2" ! 4, „ I BUILDING DEPT, _-1151 64 16 ,' 9TEI I I --'r_ � 7 STRUCTURE 17 I 1 1 yy i II A-031 I I ___ BRICK DEPRESSED SLAB .j- .__ J-=,_= ___ _ \ t 4 , a T. . F =--=- -i STORAGE Rt70M ' T� I FIREeLocKlNc - - - - --- --- _ I I o EDGE. ELEV: 9 -4" - _ 3 ' — 1 + c I I o ± n I ELEV: 9U 2Q,TION I I i (ELEV: 9 0 )-- N -- --i '+O- f ]l `__ I 1 _ 6 STEP 1 , LUUZJ ` I II - „1 -e -., I I T.O. FOOTING I ff DOOR- / II I I ELEV. B-2 0. FOUNDATION 1 I 1 I ' 'r G A-03 5" REINF. CONIC. (105 S.F.) ' _ 11 I I 'if ELEV+ 10 -6" 1 (ELEV+ 9 -6"D 3 in WALL (TYPO I I 1 I I PROVIDE SOLID SLAB ON 6 MIL G % " DIA STD 1 ,� r r I _ �24 x24" CONIC. ., 11 I- VAPOR BARRIER I STT_ PIPE c ! I e 1 r --i---- j COL. BEARING BENEATH \ , / r__ _ C�MN I 1 I I o �_ FOOTING (BELE ' }}} / / r @ co,l, GIRDER BEARING —PROVIDESOLID n N I I 31 1 / i BEARING BENEATH I m I I 1 V I 'SIL PIPE COLUMNGIRDER m 71 © �I EV �, 1 I 1 PROVW OW-- -- --_-_--O I R 2 B A-o3 I IPROVIDE SOLID OPEN TO _ BE WT I B 8'_911 _ ® e 3 I IIY41 ^t WI . v - BEA -I. j ELOEV 6091NGTYPJ 0 2 O l - ELEV B09N�TYP,I I I BEARING BENEATH A 1�a O 4 16s ��I ro n ss _ 8'_3/z" 4„ 'I GIRDER BENEATH o a�o3 n�BELOW '1 I n-oa II I I I N '�--_-. .- - -y- -i---1--_-_ _V COL ___ ._ _ _ -:- F_ L---__------_-----_---L-_ "I _ 1 J- I _- HOSE BIB - STAIRS FRAMING N i - - 3%z ' DIA STANDARD -j - I -- 1 E BLDG. o �- 'I, ---- -- -- - -� -(ABOVE) - I �JUD CONTINUOUS I . , - - - __ - - - - - __-10 N - _4 - - _. _ - -- - -.T - - -_ Ct BLDG.---- - - ----------_ .-_ WOOD _ I_-_ _ _ _ 1 d• STL PIPE COLUMN i 1 i 1 _-- N - _ I L T31. _ _ _ , - - _ _ - r I I - -ice - NEWEL POST - -- ---- -- I - BLDG. N _ Lam_ J m d' n rHANORAIL 24"x24" CONIC. 6 1 I ,O - - GUARDRAIL A-os FOOTING (BELOW) I m a-D] I! 1-CAR SIT PIPE COLUMNCIA D � I I 5 WOOD ` 0 1 f I A-D] iN - - - . - - - - - _ - n o3 P+ \ (365 S.F.) , FOUNDATION WALL cg7y 1 I A-03 o RIDGE m O I m 1 2 \ C00 IIS I I A-03 IT H IT 1• - :N I 2 0 II� ILD Q GARAGE---_- TCHE \\(E GARAGE9 ) ® LINE OF c 4 3 I ANo DOOR-_- _- -_-_---_--- -.- SLNOPEOD CEILING /,, _� O I o ,o ce WIN, 1,6 I 8' PER 5 1 LINE OF I' D I �' } vo- I, I I I DOOR _ _-___-_ GARAGECONC. SL O �� WIN. W000 .le^ GARAGE DOOR m I I _ _ GUARDRAIL i CONIC. APRON _ OPENER (ABOVE) ' e CONIC. WALL i� I 5'REINF..CONIC SLAB I► I 1 STORAGE ROOM I, ELEV FOUNDATION (TYP.) 1 I _ _ h _ m___� o ____________ I _____ __ I 71- WALL I B 00037 I 1 ON 6 MI APER BAR 1- _ ELEV: ' V BARRIER GG __ it ___ _-_ - '� _ INC GARAGE I� (TYP I I N __; 3' i - - - moi--- I, TO _ m I m ____ ___ _ -- - o l I 3 p„ 1 WALL (TYP) T II - - - / STUD m \ L IJ I _ _ I I C C C C -. --__ - - -_- ---_-_ _ - 1 - -- - -- - , O ---- - _ - _ _ _ ^') EXTERIOR SEECURITY LIGHT -_ -- _- z - - -'_-_- i o - --- -------'------ ----_- A-o] 31- �q 5'-41/4"____1 --- - -3-q�, - ----- ---_ _ _ _ A O] _-_-_- _-_-_ - A 03 - I 4'-711i - 'f _ — — — — — — — — — — — — — — — — I-- — — — — — — — — — — 22 0' SIMPSON- -.-_-_-_ -_- -_-_- _-.-_-_- 22-O _-_-_---_---_-_-.-_-_-_ __-_- -_-_-_-_-_-_---_-_-_-__ _-_-_-_-_-_ . I •HTT22 HOLDOWN O �1 FOUNDA�ION PLAN 2,3'-01' BLOC. ,/ 1 ® �1 GROUNDD FLOOR PLAN BLDG. I 3 SECOND FLOOR PLAN z2 o A-D] I, N SCALE:' a V SCALE / 1 0 �k WIN Ct BLDG. WIN. 8,1 22'-p„ 6.. _ I HEADER H- DOUBLE I 1Y,"x51/z" LVL _ ' ER A HEADER B HEADER C HEADER D- FADER J- DOUBLE 1 _ _ .__ _ _ _ - - - - - 1 DOUBLE2"x5"_. �. DOUBLE=.�?�8=. -DOUBLE_ 2x8 DOUBLE 2'k8__., 1 q°z5/j' LVL IIf � -._. - . II aN % - I I % RST IFLO R 2' x4' til i me II i wiv 'i', EILIN JOI TS 1611 o.c.!yl - - dW 13'-2" 1 wm i i 3%2" DIA STANDARD- 12--2" TANDAR 6" 12'-2" 6 ' �o STI. PIPE CO UMNROVIDE — 1 i BEAR RT - . ., i ' _ ___ ^ - - -_-___- --_ II , I �� GIRDERBEARING ATSUPPORT EXPROVIDE 3" ITERIOR WALL o 'll � �- � �� � 1 �DER/�1 LVL 1�IPLE1 1 GIRDER/q2-L�RIPLE � II, II GIRDER AT UEXI�E 10@ WALL i ' \2"x10" LED ER 2x8 @ ._._._._._.J. I ON THREE SIDES OF LANDING Ln �I 1 - MER I 3-TAB ORGANIC I I mw I yl - ASPHALT SHINGLE ONS I I �m I' m STL PIPE SCOLUMN 12" o.c i I 1�'q"z91/z" LVL li _ 1 ORGANIC FELT wo Is I PROVIDE 3" MIN PROVIDE 3" MIN U D 'GIRDER 4- I . N ERLAY NT � B . ME (TYP) i I xo o FARING SUPPORT FOR ' I BEARING SUPPORT FO - I _ R o GIRDER 3 DOUBLE GIRDER I 'r GIRDER AT EXTERIOR WALL � � I---I _• I _ - 1Y4x911/z ' LVL _ *4"x V2" LVL �� fl r � LE ' , I GIRDER AT EXTERIOR WALL I I 1 I a0 ao.- I I i I RIM BOARD - — - - - - - __-- -O _ _- _ _ - r I I PATRICK n III m RIDGE VENT ti� b I i� 2"x6" SOLID BLOCKING I I I B R E N f\1 AI1J' I, N N 1 I a I N I HEADER M- DOUBLE 2"z6" I I I If N N 5%z" RIM BID i I i A eP A ECT I II (DIAPHRAGM BRACING)LID 1 I ` A Ij RIDGE- 1Y,,"x1,1/5" IOVL aF1 I I �� ,Fv�EWN Bqr, 1) A-Da I ' II I SOLID BRIDGING/ @RIDGE ¢w ' CU G al 2"x6" SOLID BLOCKING 2"x10" FLOOR i FIRE13LOCKING ANO Doofl j wm I I a JOIST R 16" o.a a I N WO 0 N- o N I ] ( o i HEADER N- DOUBLE 2"x8" 2"x8" RAFTE S I J a76" c.c _ ' '' I �TFOF NES �� o E 2"za" (ON - - — I 1 NEw YORK, NcwetlYORB laov .. ,, 1 mwo 'o m I I , d� Iw w I '� I it I 212.989.11 1 l - xo m DO U I _ 1 FLAT) CO o SOLID BLOCKING I I C COPYRIGHT zoo to 0 0o I I I (DIAPHRAGM BRACING: o a O z t � ^ - -- -- ° I o — — I, I' - -_ ----- I Pm2 �crAa - — 6 12,_2„ 6 ' TYP. I I— — --- ----- — . ------ -------- =— --- — ----- -----------------F_------------- KILOS C - i i S RESIDEN E GARAGE 13,_2„ RIM BOARD --- - i ---------------- -- - - -- --- - - ----- - GRATHWOHL ROAD., , - - -- - _ I i HEADER K- DOUBLE I I s„ - - .......... - - - - 22;_0- - - -,- - - - - - - - 6„- - --------- ------------------------------------- - ------------------- - ------------- ----: LVL i NEW SUFFOLK, NY - - - - - - HEADER L- DOUBLE , II ' ROOF. PLAN -, t�',"xs%z" w1 - - ---------------------------------- �a2,krr AV —_ { {, scaE SECOND FLOOR FRAMING DIAGRAM ROOF FRAMING DIAGRAM 100201 l SCRE. N T.S. SCAE: N.T 5 TITLE DIMENSION tJOTES; NOTE ROOF SPECIFICATIONS: DESIGN LOADS PLUMBING LEGEND ELECTRICAL NOTES: ELECTRICAL LEGEND 1. ALL ROOF SLOPES GREATER THAN 4:12 LIVE LOAD DEAD LOAD TOTAL LOAD GARAGE PLANS 1 EXISTING EXTERIOR DIMENSIONS SPECIFICATION OF STRUCTURAL ELEMENTS ®- HOSE BIB 1. ALL ELECTRICAL EQUIPMENT AND DEVICES SMALL BE UL LISTED AND SHALL HAVE SELF-ADHERING WATERPROOF GARAGE AND NOTES MEASURED;"•f0 FACE;OF' FOUNDATION WALL. SHALL' NOT BE CONSIDERED EXHAUSTIVE. 50 PSF 62 PSF 112 PSF MOUNTED AT STANDARD TRADE HEIGHTS. - SURFACE MOUNTED LUMINAIRE - I 1 11STRUCTURAL ELEMENTS NOT SPECIFICALLY UNDERLAYMENT AT ALL EAVES, VALLEYS, T. 2 PROPOSED ESi"fER1013 DIMENSIONS OVERHANGS AND PENETRATIONS. FIRST FLOOR 40 PSF 15 PSF 55 PSF l' - 4 I ; IF DETAILEDBUT NECESSARY .SHALL BE I MEASURED ITE fA�,,E ;QF FOUNDATION WALL. ENGINEERED, PROVIDED AND'INST LED IN 2. RECEPTACLE OUTLETS SHALL BE INSTALLED 12'-0” O.C. MAXIMUM. $J EXTERIOR SECURITY LIGHT 'j 1 w - f'. '�, SECOND FLOOR ,40 PSF 15 PSF 55 PSF PLUMBING NOTES: GROUND FAULT INTERRUPTER CIRCUTS SHALL BE PROVIDED FOR ALL 2. ALL ROOF SLOPES LESS THAN 4:12 GARAGE AND EXTERIOR OUTLETS. a47E ` _ ACCCRDAND GENWITHR BUILDING CODE REQUIRE- SHALL HAVE CONTINUOUS SELF ADHERING ROOF- 1) HOSE BIB SHALL BE SUPPLIED FROM MAIN HOUSE VIA OCTOBER 2002 'I '� I 'MENTS,AND GENERALLY ACCEPTED GOOD 45 PSF 15 PSF 60 PSF r T - ENGINEERING' AND BUILDING PRACTICE.. WATERPROOF UNDERLAYMENT. UNDERGROUND PVC PIPING, FO WALL MOUNTED LUMINAIRE I, 3. SMOKE DETECTORS SHALL BE INSTALLED R MINIMUM FROM WALLS ri= 1 , 1: •SNOW LOADS: _ AS INDICATED ON DRAWINGS. SMOKE DETECTOR SHALL BE 120 VOLT AC ,5L^i)LE - THEREFORE PSF RE 45 R301.Ij, N. LI 5 GREATER THAN 12 PSF CTABLE 301.5]. 2) PROVIDE HOSE DIB SHUT OFF VALVE AND DRAIN AT POWERED AND SHALL HAVE BATTERY BACK-UP' POWER. ACTIVATION OF I� DUPLEX RECEPTACLE OUTLET AS -N +I ' ; ' * , � 3. AL1 FLASHING SHALL BE COPPER. _ .•---.--, ,; THEREFORE +45 PSF MIN. LIVE LOAD REgU1RE,D. MAIN HOUSE. MOUNTED 12 A.F.F. CITED 11 . II , ! - 4. SHINGLES SHALL BE ORGANIC ASPHALT AT ANY-ONE DETECTOR SHALL CAUSE AN ALARM THAT SHALL BE CLEARLY UNLESS NOTED OTHERWISE rl TTTT „ L�+�NNE�C�QRS NOTES FIREBLOCKING NOTES - AUDIBLE, THROUGHOUT THE ,LIVING UNIT. TPA .. .- _ -' I _ ' WITH 25 YEARS (MIN.) WARRANTY, COLOR -� - _ AND STYLE AS SELECTED BY OWNER. INP LOADF ¢ 1t N.L $ EF�L+G(1NNEt•'.;l`dRS SHALL,:�� . 1.' FIRE LOCKING.IN',,FLOOR CONSTRUCTION 4. CONTRACTOR SHALL COORDINATE THIS WORIK WITH ALL OTHER TRADES DUPLEX RECEPTACLE - LL�SlGA£O BY. PB W MWAGY-$IED,_BY ;'I$IMPSON•,1$TRONG TIE” .SHALL BE:2" NOMINAL THICKNESS INSTALL IN ACCORDANCE 'W/ PEED 120 MPH'(3 SECOND GUST) - EWIND-BORNE DEBRIS REGION] ENGINEERED LUMBER: S MANUFACTURERS SPECIFICATIONS. XPOSURIE - B (HVAC, PLUMBING, ETC.) AS REQUIRED. OUTLET MOUNTED ABOVE 41 II 1 ANIJ'-•1NS,tALLEEk M,'AQCORDAN.GE WITH FRAMING LUMBER ' ' ALL RIM BOARD AND LVL ENGINEERED LUMBER SHALL BE AS COUNTER III AfPNUYz,CTFIRERIS SRECIFICAT QNS. t MANUFACTURED BY 5. ALL NEW PANELS SHALL BE INSTALLED COMPLETE WITH DOOR, LOCK, OHNAW BYe '3W . c • ' .-.:. .'.: "' i '+- "��+ SIRBCO' K IN:'FA ES 5.RIDGE VENT SHALL BE MANUFACTURED WALL OPENINIGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED TRUSJOIST - GRO D - E C,ING V , ATTICS,AND_' BY 'CERTAINTEED" OR APPROVED EQUAL. WITH REMOVMBLE 1/z WOOD STRUCTURAL PANELS WITH 'A MAXIMUM OF 200 E. MALLARD DRIVE, UN BUS BAR AND REQUIRED BREAKERS A5 SHOWN AND/OR REQUIRED. DUPLE% RECEPTACLE cArErrEO Br. PB al I I 2 } E#,`t),IDE ISPECIFIG,;; tlNN T613VA$ ,f(/F.� NCEAkED, EILING SPACES $HALL BE, R , BOISE, IDAHO 83706 PROVIDE TYPEWRITTEN DIRECTORY FOR ALL NEW PANELS. G OUTLET GF.C,I. 1 E( 3'1 - ' 8 FEET'SPANV. FASTENERS FOR SPANS UP TO 6 FEET SHALL BE 2%z (TEL: 800.628.3997 'III. ;r INOIdATEp DN CR'AWIN ONE'IT Ick p,F 2 " WOOD 6. ALL LIGHTING FIXTURES SHALL B 1" ,t TURAI,''.PAY'!EL ,WITH JOINTS BACKED" 6,$ELF 'ADHERING WATERPROOF •8 W000 SCIREWS Q i6" D.C. AND 12" O.C. FOR SPANS UP TO '8 FEET. E INSTALLE COMPLETE WITH LAMPS. gggy/ Aq �^'^' : I f (? - STRU. UNDERLAYMENT, SHALL ;BE MANUFACTURED LVL SHALL BE 1,9E MICROLLAM LVL t1�a' x 51/Z 7, (13'q" x 9%z'9, SWITCH I),14� III r' "i: - RAL PANEL. .BY "GAf"-'OR APPROVED EQUAL. I .,- ,: ii INGIy,DD NI,CTE;i1Qll�'I' IAND;;l3E`AM;HiUIGEW& AND . 'WOOD STRUQT�U . ,I r ECTION: (t;'q" x 11/,") 7. UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT, 167` +s $TRA6 TW*, A5 REAIUII F4 -BY fR.l INC ALLOWABLE DEFLECTION L/360 MAX. CONTRACTOR SHALL FURNISH AN UNDERWRITERS CERTIFICATE. ] INSTALL AS PER MANUFACTURER'S INSTRUCTIONS THREE WAY SWITCH / \ �', �rI' �4MDt4NSk' ql]I T 41k ] r I °; j ' F apr< ', IQun 27aoa6` Iz6 H Troill r ; ah A'11rr+91Tti,I}1111CN1+ r + II ',L] - ns.. ..,.. . 2, ..,w.�., ` . I+1• J'IaL ' I - I ) t 1 1 RIDGEVENT F I COVE _ RIDGE- try"x111/y" LVL SIMS 9TRAPT�4 'JSJ[wS I WALL SHINGLED - @ 6 EACH RAFTER (TYP) L397E GLC-SCRJPTJ[YJ t 1 eN-CouY 12 TOP OF RIDGE _ __ i0P OF RIOCE RIDGE 2::%4n CEILING JOISTS 3/z8/zDD3 l Y COVERED , _ ___ Z I TOP OF Rir VN CURVEA HINFL�p "' ELEV:z7'- �I - �4.5 w .I -L,1"1 -- - 4 i.- - s �L - - III ELEV z7 ty, ', .. D.C. BUILDING DEPT. j - r-t•-' -rT'•rs i7 �L �l� 2 B" RAFTERS rT"7J-1 -�T -^ `_T t I� HEADE� S H & J- DOUBLE 4.5 _ __ - 12 @ 16 ' ox. - J-4-J_._L;-L + �. A _ ?��� ,'r -- - - iii"%5/z" LVL _ - - 4.5 -- - _ l - 1� SIMPSON ' ,- � • - '* '-% - ` -- ^- EXTERIOR WOOD ao _ H �_ JI rF �� � � I I' WOOD FACIA AND SOFFIT � � - �� •H2.5 RAFTER TIE WODO GU•r'T;DAML � u SIDING iO of I j l.lrl ^I? I7 � �T� r sly Yli� 1 TI` IC11�I GUARDRAIL ___ __. - _ . � ., , - ... @EACH RAFTER (TY% ' __ I rT, - �-1 I i 4 -12 . _� m o LIr_ , ' ,'L-IIIF :, . c c T----� o - -- - H- -- T�y _ I FIREBLOCKINGR HEADERS K & L- ;�i _ _ q w -L�- -_ I I -SEE NOTE oN SHEET A-02] io i EXTERIOR µ--- -1 --._ f_I � ' : - r 1 DOUBLE IN x5/2" LVL WALL'SCONC + - ___ -_.I �I y L '-;�I rTl"I - 2'x8" RAFTERS E - V �, I _ III-�,= 1 '�. I Il: 2 zB RAFTERS @ 16" o.c. o - ' " . _ a"•5 _-_I. Ia--- wALL MOUNTED o 1' I T :T! ---�--- - - :� @ 16" o.c. (BEYOND) HEADE 4 .', o ___I-1_.,-�_ - ro ' - �• nh a sEcouo SECURITYLIGHTIGHT Q 'I�It-J'-.L�.1 F_ I n N - __I _ -. --_ _�y I r I' 12 A' j m m In 2x4 ' STUD WALL sUBFLGOR - ; rl 1 } _ -- -- LSI- TI_ l_.., SOV OPRP OOaE SBUBELGOa B 'p03 I M LAN 4 10 / DING 12 - - _-_ o _-_ _ _ _ RGT 1 GIkDERs �12 j ELEV:17"'1 6 T.O.COLD" - - ( A WOOD OVERHEAD � m lJ-_ -_ - - - _ -�- - --J -=1 JOISTS a 16 _ _--_ _ GIRD 9R 3-LDOUBLE -.--- - -_ - @ o I - r '--- _ - _ _ -1� _ __- ii - __ _ _ _ _ _ A G3-_- - I 1 GIRDERCEILMG f 2 210 FLOOR JOISTS .. - . -. --_ - o.c. - ac f _-_ DOOR _ rl - -1 -_-__ _- I RIPLE SOLID BRIDGING/ 2x4 STUD WALL ® H _..- - -___ .--_ _. -_ - -_ - N /a O .. '-b c �- �I -1-0 - I ` •:'• it EXPOSED C NC. m r �- _ r- j 1 FACE STRINGER FREBL HANUR OKING 5" CON0. SLAB r --_ - ! _ O'•,, -17 F I1 -__ a -.L.._ - _ _ j F V4 00 DOUBLE 2"x4" '- n p� _ _� _r I , (BEYOND?l DIA SSTL PIPE CO STANDARD I j n ALUM.ND TERMITE WELD o m o I: it = CONCDFOUNDATION - - - 1 - - r.o,FouNonnoN I` INSULA ON BRICK _ --_--- U. I_ _ _ PAVING F• I' - -T-•---- AND FOOTING 1 _ _ 1 m N ELEV: g-pu I I - - - -_ _. FIN FIRST FLOOR ( '' ___ ___ __ f .) - r n - _ - __ -_-__ _ _ _ _ _ T - - FIN.1`17 FL00fl iH05E BIB . •. I .:i ELEV:Will FIN.GARAGE FL. io - rY :-` .. ' FIN.GARAGE .,.c . :, . ,_± 1 r �MPSONANCHORi BOLT 1 j 1_LL - 1 ____` ___ .. I =L oM ELEV B-0" o J_L- p Ev.9'-G' - _ 1 glAc.O.C. (TYP.? { El _ \ - - - -- ,. L--- - _ J CONIC. FOOTING . CONIC. APRON rZOUTH ELEVATION AND CFOOTINGATION ' 1, WEST 'ELEVATION BUILDING SECTION @ cowMNs (BEYOND) SCALE:/{: . 1'-0'I G c L. (i RIDGE A wMDOW3-TAB ORGANIC RIDGE VENT ASPHALT SHINGLE ON c 2 xB" RAFTERS _ 2) 12 12 - G _ _- I_ -__ ---L __ _ _-__ HEADER N- DOUBLE 2'x8" _ B 16C.C. ' D.C. - _ G i6' ORGANIC FELT A 03 ' - UNDERLAYMENT (TYP) 11 -` IL-TOP - CEILING JOISTS -� E '-I :' T{T DHEADER P- OUBLE 2x8" I \ 4.5 LEv: j HEADER M- DOUBLE 2"x6" SLOPED - - - - -� L •o `1F - 12 _ _-^T m EXTERIOR - - ��___ -�_T' -._�T- -I J- _ - I ' ' '_ j CEILING--� SIDINGW000 - II JULU k - .G II . 1.I;I �_li SLOPED CEICLpN� FI CURVED SHINGLED CEILING _ I WALL ALUMINUM GUTTER 1 >L ' --- -I J1 I' WOOD GUARDRAIL __ __- } - ) I I_I -- �T•- - I ? - " AND EL POST GUARDRAIL ' +- W/ DOWNSPOUT TO I 1�1- I Ii �__ _ � ' a DRYWELL { I -'rte' T TI ' __ WOOD SILL 1 , -14.5 SECURITY LIGHT i rTr y _ 1 -- f 1/z" RIM BD 1 o _ __ SUBFLOOR PLYWOOD ELEV, D FL :: i -S uY rte- - z��=Llr 11 ��..c� 1L 5 12 WALL MOUNTED -Z� � ` g 1 n ` goo J SECOND FL/OR SiOOR - `� _ ftl LL - _ �'� �J- L L-1 F_ ALUMINUM GUTTER I 1 1 r m-. - -rti^ - =` �..- _ W/ DOWNSPOUT TO - - , _ - -- -_ - --- -- DRYWELL - __ X6" SOLID BLOCKING - - - - I _ LIGN WIIJOO�"TTN, _ _i_ :: _ ' J F-F __.. , GIRDER 4- DOUBLE : -Tqq- 2„ J, - I I 1 _ - HE'FD� % DOOR - _- F -_-_-I ,: II _ _ ALIGN + OR AND O LINE OF 2x4 FRAMING Of q S- I' - 1x9/z LVL FIN O i E V r�_ - --jI m E 0 DOOR' 1�zADDLE , I _ _WINOOQ FIN. HEADS " -_- -_ (BEYONDI m -f-J III _ - _ - I, 1 X9i/ 1- SINGLE �- _L __ �__ ____ __ ' _ _ 1 _-- _- ___11___ - _. _ - .- _ _ ROLL-UP OVERHEAD i ;� F I (BEYOND)PYz ----U FINISHED GRADE -__ _ .! - - LVL AND _ __.ti._ - _rI ELEV: 9 _21 IL- _-- _ _ __ - - - - __- _ 1 GARAGE DOOR f=J /2 '26' L - WOOD GUSSET T I. __ -__ - _._- - .__ _ _I M �- -,, F f=J (BEYOND) 1 31/z" DIA STANDARD .1 '.;• :', .. /z IT } ' - t . _ { BRICK PAVING A03 F-J ( L I � STL PIPE COLUMN * , _______ '..: FOUNDAEXPOSECTION NC ••h . . - ,� ` r 11 -_ - - I : FIN FIRST FLOOR -- _ - ELEV 9 -0 f J i -- _ -- - F CONI(BEYC. FOOTING I 1 . , _________ ________ - . . .,, �,•,,: @COLUMNS (BEYOND) I { i________ __ ______ � ELEV 9-B" I FIN..MACE FL. \ I ' "' - n 1, : - 1 ' ' 1� L ,1 m _ I ELEV:9'-0 r _--. - - ___ __ .. - _ __J_I I I - � 1 -- -- ------L- -- - ---- ----- ANOC, OUNDATION NORTH ELEVATION - __ --- PATRICK' 1 3 EASTELEVATIONT.O. FOUNDA ION 2x8" RAFTERS @ 16" A.D. SCALE '/l 2k8" CEILING JOIST PRE-HUNG 6 BUILDING o SECTION 44W4.0 % w4A PRE-HORGDOOR SEC N F 2 12 @ i6" o�(TRP ) BREN FEC RooF s wcLEs 2 A TEC T NAN EXTE BCµU!All T EXTERIOR DOOR o WELDED WIRE MESH 0 L. g VI I• EXTERIOR WOOD.SIDING ELEV: 10'-6" - ® 16" ox, _-_ I - 2"x4" P.T. BUCK SUBFLOOR 2 xB AND CASING SIMPSON- •H2.5 RAFTER TIE _ - 2"z4' P.T. BUCK _ - FINISHED.FLOOR SLAB. b - SILL PLATE _ ROLL-UP OVERHEAD WOOD FACIA AND SOFFIT a EACH RAFTER (TYP) -- N" CO PLYWOOD + ',\ DEPRESSED SLAB EOCE GRADE _ GARAGE DOOR WOOD SIDING DRIPEDGE z1P/y LVL 11 T, _„ T o.DEPREss,o ✓,; 31/4^ I/z" �• I. 9 O PIOTCH,TOR DRIVEWAY, /s" COX ALUMINUM GUTTER 1x3 WOOD SKIRT x3" WOOD x t' hD�536b', JQ� (1) •4 BAR CONT. ELEV 9•-z . .C_ C EXPANSION FILLER, NISHE - i7I •4E BAR @PERIMETER s PLYW00 'yp' TO DOWNSPOUT 1"x3" TO PLATE BRICK PAVING 8 e 8' SKIRT `S - - -- FWE1SFr a sTREEI ' D D CAULK SHEATHING q ) s --;s 1 6 MIL VAPOR BARRIER 1' , FI WELPDED WIRE MESH HEADER M- DOUBLE 2"x6" X DHEADER OUBLE 2"x8" G DEPR' o H " CONIC. WALL J r 5^ NEW O COPYRIGHT xooz moh DRIVEWAY - HEADER N- DOUBLE 2x8 W-3' ABOVE TO. _ DEPRESSED FOUNDATION 2959.1123 RIVE N,. JrcPER 12 a %4' w4.0 % w4.0 ESSED SLAB DETAIL SECTION DETAIL SECTION RAFTER CUT DETAIL tl5L^ Vy 800;'OF ABGVOE 2N0 FIN.FL - -_ _ ULE 1:,%6" wDDO FACIAPLYWOOD SCALE.)'i - 1-0" SCAE:�'j' 1'-p" COX (- 1�/ PROTECT A(9NE jj SHEATHIN ` 6 MIL VAPOR BARRIER BOT,GF NEMERN - - - --- II WOOD SOFFIT W/ SIDING ORG ALL UNITS AS MANUFACTURED BY 'ANDERSEN CORPORATION'. CASEMENT RIOROWWINDOW HA DDW00 SERIES ANDD D UBLE HUNG WINDOWS SHALL BE 200 SERIES NARROLINE. KLOS GARAGE RESIDENCE- ,-9 ABOVE 2ND FIN.FL. II VENT AND INSECT SCREEN (TYPJ FRAME AND PANEL EXTERIOR SURFACES TO BE VINYL CLAD. EXTIE81OR AND INTERIOR FINISH COLOR; 'WHITE'. HARDWARE FINISH: WHITE" GRATHWOHL ROAD, HIGH PERFORMANCE LOW-E GLAZING. DIVIDED LITES: ALL WINDOWS SHALL HAVE STANDARD PATTERN INTERIOR WOOD GRILLES. 3;' WIDE. COLOR: 'WHITE' NEW SUFFOLK, NYS MESH (T ' 2' 0 : 0%" 8° N" WOOD SOFFIT i}F 4 - ALL UNITS SHALL INCLUDE OPTIONAL STOOL. ,I W4.0 x Will I II . WELDED YPIRE MESH _ 111 I 6" / WALL DETAIL SECTION _(2) BAR'CON scaET I%:TT - y_c„ 36" HIGH GUARDRAIL U SYM OTY. DESCRIPTION MODEL # UNIT SIZE R.O. OPNG SE) CLEAR DAYLIGHT(SF) VENT(SF) NOTE 'GARAGE APRON DETAIL SECTION j,JT 2"z4" P.T. BUCK 3'-2" R.O. DEPRESSED W H PROTECT M7 A WOOD GUARDRAIL rlIIII FOUNDATION 'scAi5:T7: -r-o LINE OF DOUBLE JAMB A 2 CASEMENT CR125 F-5' x 2'-436' 1'-51f2' x 2'-4YB" 1.2 73fs 23%9' 2.0 LB SPLIT ARM UNIT 100201 d r 2"x4' P.T.D SILL EXTERIOR WILE CURVED SHINGLED j B 2 CASEMENT CW235 4'-8y2' x 3'-41�js 4'-e U' x 3'-413Ni 5.7 221116' 3636° 12.0 11.4 STRAIGHT ARM UNIT T.O. FOUNDATION T - 311/i' DIA STANDARD WALL I I ELEV: 10'-6" (TYPJ [ S7TL PIPE COLUMN I ! III ' C 10 CASEMENT CN12 l'-81/2' x 2'-01jbi 1'-9' x 2'-1 1.5 10%," 191/,j 2.2 1.9 SPLIT ARM UNIT ELEVATIONS, SECTIONSI r _ IN-SWINGING _ 0 1 CASEMENT CN235 3'-4Y,' q 3'-413X,' 3'-51/4' x 3'-6%' 2.7 1013/6 3515/{x' 8.0 7.2 SPLIT qRM UNIT DETAILS, AND SCHEDULE' ^S THICK GOING. FRENCH DOOR t _IKAQ AT II 17 LINE OF CONIC. SLAB Is' STEP f STEP - ,I - STpR;AGE',Rpi DOUBLE 2"x0.' INTERIOR IY P.T. SILL (BEYOND)YP ) Y4" COX PLYWOOD DOOR SCHEDULE OCTOBER 2002 ' .WELDE{Y WIRE SUBFLOOR MESH. I EXPANDABLE I ' 3'-5" M.O. 1ST _ " FILLER STRIP �O II III - rOR OPENING PLAN DETAIL 1. EXTERIOR WOOD DOORS AS MANUFACTURED BY SIMPSON DOOR COMPANY. 400 SIMPSON AVENUE, M.CLEARY, WA 98557, (TEL) 1-800-952-4057 _ _ _ - 5 THICK CONIC. COPPER PAN FLASHING y I scu.eN • T-o^ 8" DOOR SERIES: 'MASTERMARK COLLECTION' DOOR TYPE: 'EXTERIOR' :FRENCH', AND 'FIRE DOOR' DOOR NAME: SASH944 (S.G.)/5944, FRENCH 1510(5.G.1/5010, AND SCGeE G SLAB ,AT GARAGE h.j- DOUBLE FLOOR JOIST - I~'I FIRE RATED 9044 DOOR SPECIES: FIR/ HEMLOCK _ A$ NOTED ?• „ �, ^+, ; :, -,� 4''x4" W4.0 x W4.0 .2"X6" SOLID BLOCKING e" CONIC. ALL DOORS TO BE PAINTED:,W19ITE' COLOR. FQLLOW MANUFACTURER 'CARE AND FINISHING' INSTRUCTIONS. . ;. • - 2"x10" FLOOR HARDWARE AS MANUFACTURED BY 'SCHLAGE',MO SERIES, STYLE 'SIIENA' KNOB, BRIGHT BRASS FINISH •605 (" 1 IRE FOUNDATION WALL m I,!'1 WELDED W MESH HEADER BD JOISTS @ 16" o.c. _ E. F PB S1^J 2 GARAGE DOORS AS MANUFACTURED BY NORTHWEST DOOR, INC. HERITAGE CLASSIC 'E-SERIES'. MODEL •E 0065- WESTERN RED CEDAR OVERLAY.R' G- DOUBLE 2"x10" J '' '�- I (3) •4 BARS CONT.T D.TOP PLATE AND I'' 'I SWMIL VAPOR'BARRIER G T OF g.R aorsT •4 DOWEL BARS N0. OTY. DESCRIPTION DIMENSION LOCKSET TYPE FUNCTION OTY. HINGE OTY. NOTE(i) •0. B . @ 48" TT R GARAGE 00 •4 BARS @ 48" o.c. I 1 #5944IOR WOOD DOOR 2'-0x 6'-8' x. 136' DEEAAINOER WITH PRIVACY LOCK 1BRASSUPLTD2 PBRASS PLTO 0 0 BOLTSTL r , - - ROLL''-UP OVERHEAD WOOD FOUR PANEL.1 HR _ �'i • R (2) •4 BARS CONT. 2 I FIRE RATED AND INSULATED 2'-6' x 6'-8' x 1%, CYLINDER PRIVACY LOCK 1 2 4RAVJAG .}b ' STEEL BASE PLATE ' ' - STL SELF-CL. 1 - _ DO EXTERIOR WOOD DOOR CYLINDER WITH BRASS PLTO y�l {34 BhfYB�' a W/ EXPANSION,ANCHORS 'I - 3 1 •5944 3'-0' x 6'-8' x 136' PRIVACY LOCK 1 2 - -. p D1R IONS 'FINISHED HEAD DEAD BOLT STL BUTT 3 ,jir e CONIC. FOOTING FRENCH DOOR , BRASS PLTO - ° 2'-0 4 1 •5010 2 -6' x 6'-B' x 136' CYLINDER PRIVACY LOCK 1 STL BUTT 2 - - -T .,. L,t ' ON BALCONY DETAIL SECTION-r �• Q � � TYPICAL FOOTIN DETAIL SECTI N pLU 4 60071 ETAIL SECTI PRovm€ ELECT./RE OTE ` scN_e Y. Ti• F 5 1 GARAGE OVERHEAD DOOR 9'T0' x T-0' - -; scaE'Y,^• r-o" CONTROLLEDOPERATOR r