Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
29460-Z
FORM DTO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-30813 Date: 03/09/05 THIS CERTIFIES that the building NEW DWELLING Location of Property: 5295 NASSAU POINT RD CUTCHOGUE (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No. 473889 Section 111 Block 9 Lot 13 Subdivision Filed Map No. Lot No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 27, 2003 pursuant to which Building Permit No. 29460-Z dated JUNE 6, 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 SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE AS APPLIED FOR & AS PER ZBA 45285 DATED 4/3/03 . The certificate is issued to ARNOLD & GERALDINE BARTON (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF FIEALTH APPROVAL R10-03-0024 03/02/05 ELECTRICAL CERTIFICATE NO. 1165458 12/01/04 PLUMBERS CERTIFICATION DATED 12/15/04 KEVIN REMPE PLUMB.&HEAT. Authorized Signature Rev. 1/81 n FormNo.6 — TOWN OF SOUTHOLD }` 6 ,� r I BUILDING DEPARTMENT VA IJ'�l� TOWN HALL _ 765-1802 aLDC.DEPr. _ TwNOFSOt THOLD 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 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses, or buildings and"pre-existing" land uses: 1. Accurate survey of 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. r New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: Fj9-9s IJRSSAy pa,rv-r 9-0 House No. Street Hamlet Owner or Owners of Property: Aaj-.-"�) A G2h t o t Svc T3a�P .DLJ Suffolk County Tax Map No 1000, Section ( I Block 09 Lot 13 Subdivision Filed Map. Lot: Permit No. �`) �{ (PO Date of Permit. Applicant: SF tCc�l� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ S• GG `� A�Signature THE HIS ATE 5 NEW YORKTBOARDcOFOUNDERWRITERS BY COMPLIANCE 5 U ERWRITERS SBUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 S CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 5 5 P.O. BOX 215 2595 CONTR. BARTON 2595 N SSAU POINT RD e5 SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 Located at 5295 NASSAU POINT RD CUTCHOGUE, NY 11935 Application Number: 1165458 Certificate Number: 1165458 e� Section: 111 Block: 9 Lot: 13 Building Permit: 29460 BDC: NS11 5 5 Described as a Residential 5occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: (5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, e5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 1st Day of December,2004. 5 Name OTY Rate Racine Circuits Tyne 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 Appliances and Accessories 5 Oven 2 0 7.6 KW 5 5 Dish Washer 1 0 1.2 KW 5 5,5 Exhaust Fan 4 0 F.H.P. 5 Furnace 1 0 Oil 5 5 Air Conditioner 1 0 20 Amps 5 5 Air Conditioner 2 0 30 Amps 5 Air Conditioner 1 0 40 Amps 5 5 Wiring and Devices 5 5 Outlet 93 0 Fixture 5 5 Fixture 93 0 Incandescent 5 5 Outlet 165 0 General Purpose 5 5 Receptacle 94 0 General Purpose Switch 104 0 General Purpose �5 5 Paddle Fan 9 0 seal 5 Dimmers 7 0 5 Continued on Next Page 1 of 2 C5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 ars�L� �s o D rUrJd�rJ�r�rJ�rJ'1rPrSr P r� r(cP rJ� s rJ�01O BY HIS ATE F COMPLIANCE THE NEW YORKTBOARDcOFUNDERWRITERS �FIRE 5 5 U E WR TERS 5 e55 BUREAU OF ELECTRICITY 5 40 FULTON STREET — NEW YORK, NY 10038 c5 CERTIFIES THAT L5'U Upon the application of upon premises owned by c� 5 G & S ELECTRICAL CONTR. BARTON rrr5 P.O. BOX 215 2595 NASSAU POINT RD e� SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 5 Located at 5295 NASSAU POINT RD CUTCHOGUE, NY 11935 �5 e� Application Number: 1165458 Certificate Number: 1165458 5� Section: 111 Block: 9 Lot: 13 Building Permit: 29460 BDC: NS11 rS Described as a Residential occupancy, wherein the premises electrical system consisting of 5J 5 electrical devices and wiring, described below, located in/on the premises at: 5 5� Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 1st Day of December,2004. Name OTY Rate RAing Circuit Type 5 Disconnect 4 0 60 amp Air Conditioner 5 5 Receptacle 19 0 GFCI LS Receptacle 1 0 20 amp Laundry Cj Service 5 l Phase 3W Service Rating 400 Amperes 5 Service Disconnect: 2 200 cb 5 5 Meters: 1 5 5 5 5 5 5 5 seal 5 �5 2 of 2 5 r� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 JIM tow "",$am"U10"ww ►M(616)71114-1623 P. c ase 1176TSN*h M(610 76!•1602 ou SVW"' Waw rot 11671 OFFICE OF THE BUILDIN01NSPECTOR TOWN OF OWTMOLO CJLJL2 : eaI10v I I5 0 building perwit SO- owner l fP arse pr n plumber:�c.,1lwr� �,,_�ly ice: n Mtiv� ( CCA'e (please ps nt) T— I certify that the solder used in the Wates supply system contains less than 2/10 of It lead. 4/�- "TTru'r1ir's s nature) sworn to before ale this '/ I` day of T d& Notary public, county JV /Al�a"t�- MARIE A.WOODS Notary Public,State of New York N0.01+JU5031060 Ouallied in Suffafl,Ceunry My Comrr:a,lan Expires Aug.15,20.;44�7 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. 29460 Z Date JUNE 6, 2003 Permission is hereby granted to : JANE & ORS GOELLER SANTA BARBARA,CA 93108 for CONSTRUCTION OF A FOUR BEDROOM SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR PER ZBA at premises located at 5295 NASSAU POINT RD CUTCHOGUE County Tax Map No. 473889 Section 111 Block 0009 Lot No. 013 pursuant to application dated MAY 27, 2003 and approved by the Building Inspector to expire on DECEMBER 6, 2004 . Fee $ 2 , 901 . 00 nature9t,yZ06ric e ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD PROPERTY RECORD"ICARD {OWNER STREET (' i VILLAGE DISTRICT SUB. LOT J Y a,S d & /40,01 A 'fled d. Ct/ Tec �a v O S FORMER OWNER N E ACREAGE , �•aod '� _II S W TYPE OF BUILDING SEAS. VL. FARMComm. IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS S� 9 fr „e do 0 72C66 7 Y cz y y AGE BUILDING CONDITION , aq q _ ,�ga� �_ -, 8 ° ovs - NEW NORMAL BELOW Farm Acre Value Per Acre Value 169a E�g 4v Tillable 1 Tillable 2 illable 3 - Noodland wampland rushland -louse Plot otal FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: November 8, 2002 TO: Mark Schwartz A/C Goeller PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated November 8, 2002 For permit to construct a single family dwelling at Location of property 5295 Nassau Point Road, Cutchogue,NY County Tax Map No. 1000 - Section 111 Block 9 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction on, on this conforming, 52,533 square foot lot with two front yards, in the R-40 Zone, is not permitted pursuant to Article IIIA, 100-30A.3, which states; "No building or premises shall be used and no building or part thereof shall be erected or altered in the Low-Density Residential R-40 District unless the same conforms to the requirements of the Bulk Schedule and of the Parking Schedule,with the same force and effect as if such regulations were set forth herein in full." Bulk Schedule requires a minimum front yard setback of 50 feet. The s struction indicates a front yard setback of 15 feet. Authorizedgnature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC: file,Z.B.A. New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 v Phone: (631)444-0365 • FAX: (631)444-0360 _ Website: www.dec.state.ny.us Erin M.Crotty Commissioner LETTER OF NON JURISDICTION-TIDAL WETLANDS Arnold and Geraldine Barton February 26, 2003 139 Hampton Road i Garden City, NY 11530 Re: Application #1-4738-03148/00001 Barton Property, 5295 Nassau Point Road, Cutchogue, NY SCTM #1000-111-9-13 Dear Mr. and Mrs. Barton: Based on the information you have submitted, this Department has determined that: The property landward of the bulkhead constructed prior to August 20, 1977, as shown on aerial tidal wetland map #714-542 and confirmed on infrared aerial photographs #891 and #892 dated 8/12/74, 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. Sincerely, Mark C. Carrara Permit Administrator cc: Mark Schwartz, AIA BMHP File APPEALS BOARD MEMBERS UFF01/r (� \o?) hSouthold Town Hall is A. Tortora,Chairwoman 53095 Main Road b\ Gerard P. Goehringer Go P.O. Box 1179W George Homing O Southold, New York 11971-0959 Ruth D. Oliva ♦�O! �.s0ZBA Fax(631)765-9064 Vincent Orlando Telephone (631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD June 6, 2003 Tni J. Kevin McLaughlin, Esq. 44210 Rt. 48 P.O. Box 1210 Southold, NY 11971 Re: Appl. No. 5285 — 111-9-13 (Barton) Dear Mr. McLaughlin: This will confirm that the setback from the southerly lot line should be at a "minimum" 10 ft. setback rather than a "required" 10 feet. Therefore, a setback proposed at a distance greater than 10 feet should be permitted for building purposes. We are furnishing a copy of this letter to the Building Department, and the original will be filed with the Office of the Town Clerk for permanent record-keeping purposes and attached to the original Findings and Determination under Appeal No. 5285 — Geraldine N. Barton/111-9-13. Thank you. Sincerely yours, �a L IA A. TORTORA CHAIRWOMAN Also to: ZBA Members Town Clerk (for filing) ��7Building Department (copy) APPEALS BOARD MEMBERS �gOFFO(,�c J* �O �G Southold Town Hall Lydia A. ora, Chairwoman �Y� 53095 Main Road Gerard P. Goehringer Z P.O. Box 1179 George Horning O Southold,New York 11971-0959 Ruth D. Olivay�1J O� ZBA Fax(631) 765-9064 Vincent Orlando Ol �a Telephone 631 765-1809 hu. ://southold HYE&k.if BOARD OF APPEALS TOWN OF SOUTHOLD APR 14 [OC? FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF APRIL 3, 2003 'r r-`• Southold Town Clerk Appl. No. 5285 - Geraldine N. Barton. Contract Vendee (Goeller & Others Owners) Location of Property: 5295 Nassau Point Road, Cutchogue; Parcel 1000-111-9-13. SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without an adverse effect on the environment if the project is implemented as planned. PROPERTY FACTS/DESCRIPTION: The applicant's 43,460 sq. ft. parcel has 125.25 ft. frontage along the east side of Nassau Point Road and is vacant, except that there is a 343 sq. ft. encroachment of the neighbor's garage building in the northerly yard area. BASIS OF APPLICATION: Building Department's November 8, 2002 Notice of Disapproval, citing Section 100-30A.3, in its denial of a building permit to construct a new dwelling at less than 50 feet from the front lot line. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on March 20, 2003, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: AREA VARIANCE RELIEF REQUESTED: Applicant wishes to construct a dwelling at 15 ft. from the southerly property line instead of the minimum 50 ft. front yard setback. The remaining setbacks are shown on the survey map prepared by John C. Ehlers, L.S. dated 9-19-02, revised 2-24-03, with setbacks of 20 ft. from the northerly property and 88 ft. from the westerly front lot line. The setback of the dwelling is also shown at less than 15 feet from a proposed "retaining wall" on the south side, its closest point. REASONS FOR BOARD ACTION. On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant proposes to construct a moderately sized single-family dwelling on their one-acre lot, which would have a total coverage of approximately 13% of the lot area. The variance requested is for a 15 ft. front yard setback facing Little Peconic Bay Road, which is only used as a footpath and not used for vehicular traffic. The garage on the south side facing Nassau —April 3,2003 o. 5285—Barton(Goeller 8 Others) 13 at Cutchogue Point Road is proposed with a conforming setback of 88 feet from the front lot line, and the northeast corner of the house facing Little Peconic Bay is proposed with a conforming setback of 140 feet from the existing timber bulkhead. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The proposed new dwelling is actually 40 feet from the adjacent property owner. The dilemma here is a paper road on the south side of the property line, which will remain a footpath to access the Association's beach. 3. The requested relief is substantial. since the existing code requirement for a front yard setback is 50 feet and the applicant is requesting a 35 ft. reduction from this requirement. 4. The difficulty is self-created. The applicant wishes to construct a new house on a vacant lot which has two front yards. 5. The depression in the topography of the land in the southerly yard area, at the requested front yard setback area, has been raised and it was offered as a resolution to this issued that the dwelling be shifted to allow for a 10 feet from the southerly lot line instead of 15 feet. No information or evidence has been submitted to suggest an adverse impact on physical or environmental conditions in the neighborhood. 6. Grant of the requested variance is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new dwelling, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Oliva, and duly carried, to DENY the 15 ft. setback from the southerly lot line at its closest point, and to ALTERNATIVELY GRANT a required setback of 10 feet from the southerly lot line, with the following CONDITIONS: Continued maintenance of a natural screening of 6 ft. or 8 ft. high evergreens running the east-west length of the house on the north property line; the Board reserves the right to review the screening, when completed. Hazard Line, would require action from this office. This determination is not a determination from any other agency. If you have any further questions,please do not hesitate to call. Sincerely, R Albert J. Krupski,Jr. President, Board of Trustees AJK:cjc cc: Building Department Albert J. Krupski, President �OSpFFO(,�Cp Town Hall James King,Vice-President Ty� P 095 outeBox 79 Artie Foster Z Southold, New York 11971-0959 Ken Poliwoda C4 n. Peggy A. Dickerson ij.� Ott Telephone(631) 765-1892 Fax(631) 765-1366 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 5, 2003 Mark Schwartz PO Box 233 Cutchogue, NY 11935 RE: SCTM#111-09-13 Arnold& Geraldine Barton 5295 Nassau Point Road Cutchogue, NY Dear Mr. Schwartz: The Southold Town Board of Trustees reviewed the survey dated September 19, 2002 an altered on 12/30/02 to indicate proposed structure determined that the structure to be out of the Wetland Jurisdiction under Chapter 97 of the Town Wetland 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 of other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your projects. 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 the Wetland line and/or seaward of the Coastal Erosion ( 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMAR DATE / �- INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING FINAL 4t [ ] , FIREPLACE & CHIMNEY [ ] FIRE SAFETYINSPECTION REMARKS: �v � e3Sr DATE INSPECTOR ` r 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ULATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: o)1 � it Lk45- , DATE d 3 O INSPECTOR ^^' 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE A C NEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE ` `� INSPECTOR 765_1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] RO PLB [ ] FOUNDATION 2ND [ NSULATI [ ] FRAMING [ ] FINAL }}}--✓//�tti�i [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS• DATE C INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ✓]ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING [ J FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r� REMARKS: r DATE INSPECTOR J M-1802 BUILDING DEPT. INSPECTION [ FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ j FINAL ( ] FIREPLACE & CHIMNEY ^/ RE ARKS: IPl Wa 6'e-6 9,1A, - DATE INSPECTO M-1802 BUILDING DEPT. INSPECTION [ ;/F"NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREP E CHIMNEY REMARKS: Ile DATE �/ INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ol ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ F AMING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMKS7 : C�� t - G-� , C� DATE l 0 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [K FINAL [ ] FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION REMARKS: �^-�� DATE -/4 - �� INSPECTOR �" FOUNDATION(LST) FOUNDATION(2ND) PIMP in, WAMMsif: ENERGY.STATE . . , Its A - - - - ---------- ITONAL COM&ENTS v D� • • TOWN OF SOUTHOL'D BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? IIA LL I1 LL Board of Health SOUTHOLD, NY 11971 3 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502p lJ/ Sun-ey www. northfork.net/Southold/ PERMIT NO. I lb Check Septic Form N.Y.S.D.E.C. Trustees Examined 6 , 20 3 Contact Approved q e 203 Mail to: Awor Disapproved a/c &A Phone: Expiration .20 Buil 'ng Inspector APPLICATION FOR BUILDING PERMIT MAY 2 7 mi Date 20 INSTRUCTIONS a. This application MUST-be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what 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 her described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applica or name, if a corporation) �Sli 93 �� - ailing address of applicant) State whether applicant is owner, lesse , agent, architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises AzLvA (As on the tax roll or latest de d) 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 propose �work wil be done- 5 one: 5z� /VA SfAvo House Number Street Hamlet County Tax Map No. 1000 Section "'Block Lot l3 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 i1.4:r,4&2% b. Intended use and occupancy /if/ /,F fi9ti1/L 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work / /' (Description) 4. Estimated Cost l��/�, (�/(j 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 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front SE Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories v 8. Dimensions of entire new construction: Front S�E SyI�eL Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner � }G 11. Zone or use district in which premises are situated z` (I- '5P 12. Does proposed construction violate any zoning law, ordinance or regulation? YESX NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO rzoyy 14. Names of Owner of premises &ft7zvJ Address r:�3 OfV C f11f/ A.)Lt hone No. Name of Architect Alla/L .. jam AL v$I,Tt Address Phone No 7.3 / S Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 x 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) COUNTY OF, ���Jf('J1((/l//�"1/G being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contract , Agen[, C rporate 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. Swo t efore me this'''' � d y of 20� UN'-s' A &Z Notgry Public Signature o p licant NOTARY PUB C S attee of New York No.01806020932 Tem Qualified Expires March 8 20� 5URVEY OF FZOFERTY - rk(s suede tf4s sr - - - - - - - - - LOT 35' A5 SHOWN ON 13 MA1ZK t Stiff-u4r-r ? 4-j 1f9c � System to be N r i '1 ^ rf � Sanitary System not to be installed 1 AMENDED MAP A OF NA55AU POINT TV IA/pt sE�"rfe -r' J j�.y N w E FILED AUGU5T 16, K122 A5 FILE # 156, ,.•- °T upderdriveway. 1 51TUATE: NA55AU POINT o 'onot, LQt 34 S TOW1N S N: 5OUTHOLD d,�6 ` C yr # b rG � `,.later � e„vew v •,:, e \ ' � I � ' \ ` I SUFFOLK COUNTY, NY d `l- ubl �4C. 0 2 Story --- ogre 3 go NCO SURVEYED 09-19-02, Y m', Frame o �__ ---— --` 1 p TOPOGRAPHIC DATA ADDED II-18-02 a "�6c � prop. hse. 12-19-02, rev. OI-Ol-03, q* F X0 RC r4,IK d I I, III I 00 rev. 02-24-03 1 1 _ 6L7fPge o - / ,� I K3�%v t` '•i I I 11 i I II III I� 1 N SUFFOLK COUNTY TAX r� II � .M1D AGt'1'UG IN/ ,180 1, 1 --- �!W P II 4 � Twlwrr� _ 1000-111-9-13 �� 1 6 vI Tr UUfdy 9010 Z op - - 1`40� - - .1 ^1 fII III Ilj a _ /// _ / - off•/CyJ m LQ} # 145 - r� p P IT V�nlic Woter / / _ l � / ,,, 1 I I, n o ~ n Frop66ed z _ o Hbuee o I I I: I 00 (e Cm1` 'Q &/Garage tT1F w T&. r o ^ P P `�J RobcdCIoI Jr,, 00 'm i 0 X10 Robed9I I O , / i i:ce%UAJames GOOM �\\\\\� 'm JohnooeOe[ # . . } 144 � tNJ>t Illm < S1$0 3 610 V G ved) Test Hole from gIl,j I e G o (not imPfO 12-12-02 * ;� it i L ; r, �• 1 Pi SUFF DEPARTMENT OF HEALTH SERVICES p& oL � / / �� PERMIT FOR AP FC UCPION FOR A7`3 �n �I EFA ['�. IDW ONLY I �I/ 5N �� 0 ®ep5 u 1 l DATE - HS REF.NO. 3 APPROVED— SIP I To . ...y...., wi FOR 1 !UM OF BED M3 w w°ter NOTE5: P bl IDGIt&S THREE YEARS FROM DATE OF APPROVAL ■ MONUMENT # �I(J O PIPE LQ LOT COVERAGES ELEVATIONS REFERENCE NGVD'29 PPOPOSED HOV5E 4011 5F OR PROP05ED PORGHE5 568 5F OR I1.3% JOHN C. EHLERS LAND SURVEYOR AREA = 43,460 5F OR 0.99 AGRE5 ENGROAGHING GARAGE 343 5F OR 0.1A5 6 EAST MAIN STREET N.Y.S.LIC.N0.50202 GRAPHIC SCALE I"= 30' TOTAL LOT COVERAGE 5,128 5F OR 13.1% RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF:\\HP server\d\PROS\01-1 III rSURVEY OF PROPERTY N - - II LOT 35 AS SHOWN ON � "AMENDED MAP A OF NASSAU POINT" w 1 r FILED AU6U5T Ib, IG22 A5 FILE # 156 1 _ . f SITUATE: NA55AU PORT r F"—F" - i s �ncre e TOWN: 5OUTHOLD SUFFOLK COUNTY, NY a 344.80 II SUFFOLK COUNTY TAX "�` a, I -- --- - ' 1000-III-ci-13 7 q, '�1' 7< 9 aN n 5URVEYEA 09-19-02, `- I-0 e _-- 11 111(li pip topoo. hdede211-180--02. ,.. . # 3 Ga Ag r prop. rev. 01-01-03, 02-24-03, septic 04-01-03 y`�g 6 2 OII� r+ j Foundation 09-08-03 II p1e � _ I m W Jlilltyo to F -o Ky._ (� NN z ,,p 9 3 6 ,9 O 6 S O ill III 145 l� ._.._�.�:_.--�-- ` - vi�1O11 0N�FNo- o�cnoaI� wv. 6s• Z m O �lo_ N -- amnontl odlan`drear-lnm�e9 sbl 5J°erVVr Ijr i!riIki , o015V L 00 Foandcit+on Iu etoGoncr i i i "t00H2' P Lt 144 iII I I 58 qg5o333b'` `0 „iw �j ay 0a h1 e r G� (nont p e III II - e 7Z �. 1 of New y � P c. a �9 Lo 36 , NOTES: LAND / ■ MONUMENT l/ _ .., m.. ..,,, • .. «., O PIPE 7 GBR'['II+IM110: JOHN C. EHLERS LAND SURVEYOR 'I AREA = 43,460 5F OR 0.948 AGRES ��;J C,aaldmc N.Balton 6 EAST MAIN STREET N.Y.S.LIC. NO.50202 GRAPHIC SCALE I"= 30' - Commonwambb Land RIVERHEAD,N.Y. 11901 i Yy 369-8288 Fax 369-8287 REF,-\\Hp server\d\PROS\01-118FD.prd 5UKVEY OF P.KOPEKTY N LOT 35 AS SHOWN ON "AMENDED MAP A OF NASSAU POINT" W E FILED AUGUST 16, M22 AS FILE # 156 1 SITUATE: NA55 11 PnIXITc,ncrete TOWN: SOUTHO D SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES d Neway SUFFOLK COUN , NY APPROVAL OF CONSTRUCTED WORKS FOR a �` 0 344•$07 SUFFOLK COUNTY TAX # A SINGLE FAMILY RESIDENCE 1000-III-9-13 �QQa Q� H.S. Ref. No. 1U t �'L .µ 7JL� ° 2 5tary �' F concrete wou N SURVEYED 09-IG-02, �, # - prome ° o °'` 0 topo. added 11-lb-02, The sev W uM wafer Mtlliliaf at dds braver: havo been C Garage rc Oo prop. 1-0- 103, 0 2, anNaroarwin bylft tQw apatdes and found b rev. OI-O7-03, 02-24 aa§dadofyFORAMAXI OF_(0 BEDROOMS. septic 04-01-03 Foundation Oci-08-03 ua CO FINAL SURVEY 11-16-2C04 • f ucw P°u',e z °OO"°` m arl WJ.H bert,P.E., CM W m of ter Management eta`e'� i m; 6 °j a' 1 A m 04, 145 wo„ L # SCOne am G .w011 ence g dly+e40 —� Z / fame o /_ �-& 43A -- _rye', CD 9 _ _ W LA n .0 3q�.. _ 21' - - - - - - - - - - -- -oo n 00 m Lot # 35 - ° 34.2 2 Story w m a a q eat Y ° n R er p bltuminouz driveway '�w o Frame m a mazonry wnik L� O rr 160` o a House 3W wat�W W --- - -- -- - m q n' >. _ tunber i9 3.0 5O redxn I B2' ri l mdzoM'y u l r o 'm 3' 76' O QP°° p d dze l 15 N landings 1 Lo m 2,' ;° 2, 1 U* LOVef P°r p1 lend pl / 1 .JQ,r X ShOHer 6 5LBPz 35$A 1 ^1 " N ,%' _v5 d 1.'`� p.O a DI g533 0tit v`D� v e d X r t NI wall 8°3 OII /1 V P+ o w ❑F �, e, Ci (not Imp N 7 # ■ MONUMENT ,,...,e1„�wa, o PIPE CERTHqWTD: JOHN C. EHLERS LAND SURVEYOR AREA = 43,460 5F OR OAcI8 ACRES GmaWme N.Barmn 6 EAST MAIN STREET N.Y.S.LIC. N0.50202 GRAPHIC 51-ALE I"= 30' CammonWaLhlmd RIVERHEAD,N.Y. 11901 Twe Ioweoce cwwany 369-8288 Fax 369-8287 REF.-\\Hp server\d\PROS\01-118FD.pro FROM MarkSchwartz,AIA-Architect PHONE NO. 6317344185 Apr. 06 2664 11:33PM P1 Mark K. Schwartz, AIA-A.rchWcl, PLLC P.().Sax W „. .'. Pho .(631)734-41485 • C.Lchoguw•Naw York 11935 Par.(631)734-4195 April 06,2W4 Southold Town Building Department Main Road Southold,New York 11971 Re: Barton House 5295 Nassau Point Road Cunchogue,New York Building Permit#2MW To Whom This May Concern: I reviewed the project frammg/strappmg during the construction phase- The strapping and connections have been completed and meet code require n rds. Please call this office if you have any questions or require additional information Very truly yours, o r , Yr s c`r �'+ �•� J22g'A Mark Schwartz 8w&=36.d= C (� a(,a /Zvi rd� ,.. aa . ,, ForSCWAOfflcoUsea* ` ACCOUNT NO. I'M 13-077-421-500-1 -7f f;-- 1, NO. . 1 7"!Td6= SUFFOLK COUNTY WATER AUTHORITY SERVICE APPLICATION and AGREEMENT for SUPPLEMENTAL/DELIMITED AREA Owner's Name and Billing Address: Premises Address: 63eRgaD WJL ti. ign e4To A/ 5995 Nassau Point Road 1 -3c? 11ne"PTbw WO-40 Cutchogue NY 11935 C"DE-p C7-V. k - (/ L 153oTax Map No. 1000 111 09 13 Telephone No.M6 • 7 fa• 2E31 '14 District Section Block Lot Drivers License No. S't 2 82 •oo(o Social Security No. 105 - 34 - Your aS - 34 •Your property is located in a delimited area where there is a charge to cover a portion of the water main installation cost. Payment of this charge as well as the standard connection fees are a condition of receiving water service. This water main charge can be paid over a period of five years." There is also a water Tapping Fee of $950.00.This may be paid in full with this application,or the residential applicant may pay one half of the Tapping Fee ($475.00) with this application and pay the remaining balance plus interest over the surcharge repayment period. Main extension costs will be billed commencing from the project in service date or the customers service tap date,whichever is earlier. Total Costs may be paid at any time in full to terminate interest charges. Breakdown of Main Extension Costs Tapping Fee (1 inch service connection) $950.00+$3,000 key money fee Water Main Installation Charge $2220.00 Total Costs $6170.00 Financed Payments (Residential Customers Only) Total Main Extension Costs-Quarterly payment for 5 years (excluding$400 tap fee balance)(@ 6%annual interest rate) $n/a' Deferred topping fee-quarter payment for 2 years $n/a' (if financing$475.00 balance of tap fee) 'new construction needs to pay all fees in full I hereby apply to become a customer of the Authority at the premises indicated above. Enclosed is a check made payable to "SCWA" for Connection Fees in the amount of $6,170.00. 1 have read and agree to the terms and conditions on the back of this Agreement. I agree to connect for service within sixty (60) days of this agreement and to disconnect domestic service from the private well currently used at the premises. I agree to pay the Total Costs indicated above over the period selected, unless the costs are paid in full prior thereto. I agree to pay the Total Costs still unpaid,whether or not due as a quarterly payment,upon sale of the premises or other termination of Service. Customer Signature Date TERMS AND CONDITIONS 1. Water service shall be provided and the customer agrees to comply with the rules and regulations of the Authority,including the rates and charges established therein,as the same may be modified from time to time. 2. The customer will be required to mark out any underground facilities the customer owns that will be in the area where the water mains are to be installed under this agreement. This requirement applies whether the facility is located on public or private property. If unmarked facilities are damaged by the contractor,it is the customer's responsibility to effect any necessary repairs. If a marked out facility is damaged by the contractor,it will be the contractor's responsibility to effect the necessary repairs. 3. Mains under this Agreement shall be and remain the property of the Authority,its successors and assigns,and the Authority retains and shall have the right to extend any main installed by it pursuant to the terms of this Agreement in or to other lands, streets, and avenues, and to hook up new premises or customers to said main,but the customer shall not by reason thereof be entified to any repayments or refunds. 4. The Authority shall use its best effort to install the water mains or connect the Applicant. In no event shall performance under this Agreement by the Authority be required or continued when circumstances beyond its control prevent, prohibit, or interfere with such performance. Such circumstances include,but shall not be limited to,delays in delivery of materials,weather conditions, strikes, or other labor difficulties, causes commonly referred to as"Acts of God', acts or omissions attributable to the customer and other conditions not reasonably foreseeable. 5. In the event the customer fails to take water service within sixty (60) days from the date of this agreement, the Authority shall have the right to charge and collect a service charge bill as set forth under the appropriate classification in the Authority rules and regulations,as the same may be modified from time to time, in addition to the charges for the costs described herein. In the event that the customer fails to take water service within one year from the date of this agreement,the Tapping Fees paid herewith shall be retained as liquidated damages, it being agreed that the Authority's damages might be impossible to ascertain and that the Tapping Fees paid herewith constitute a fair and reasonable amount of damages under the circumstances and is not a penalty. If the customer requires water service after such retention,the customer shall be required to pay the Tapping Fees in addition to other fees and penalties as set forth in the rules and regulations of the Authority at the time of application for water service or as the same is amended from time to time. conlrocts\dlimited.wN revised 1/01 BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED: Q%103 APPLICANT: 1Zy- p DATE SUBMITTED: 5/,-,2?/03 SCTM# DISTRICT: 1,000, SECTION: II( ,BLOCK: LOT: I�� SUBDIVISION: kl a5,4v ADDRESS: ,5ag5 ,✓ v P-r. CITY: 627rtao�uE ZONING DISTRICT CONFORMING? 9n5 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 PRE CO: Y OR N BP -Z/ C/o Z- , SINGLE & SEPARATE CERTIFICATION-REQUIRED N NOTES: LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZEDMerger.(A nonconforming at any time after 7/1/. REQ. LOT SIZE: '-IpTACT. LOT SIZE: 52,533 REQ. LOT COV. ACT. LOT COV. IA1 ?o REQ. FRONT PROP. FRONTS �REQ SIDE nlag ACT. SIDE n2p, REQ. REAR PROP. REAR+ `--' r� REQ. HEIGHT PROP. HEIGHT lite PROJECT DESCRIPTION: V) � Q, ESTIMATED PROJECT COST: itRtT/ENGINEERS,,,, }2 FAST TRACK Ala WATER FRONT? yep DESCRIPTION: PANEL #: FLOOD ZONE: COMPLIANCE: !AWA APPROVALS REQUIRED SUFFOLK COUNTY HEALTH DEPT'(!j!>r NO, (BED #): ,�DTE: PERMIT#:9-t0--03-rpo24 TOWN SEPTIC RECEIPT:Dr N NEW YORK STATE DEC: PRE-DEC 9/1P Y or NO -!F q '3.v31 qZl o6oO I Q/R613 N T Ldte-(2 SOUTHOLD TOWN TRUSTEES: iKM- or NO#ss,6% Q NS Ie:* -�22'3- als TOWN ZONING BOARD APPROVAL-(177>r NO*FpV5 '//813 Ck- ;,dj TOWN PLAN. BOARD APPROVAL: YES or TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2): YES or NO NOTES: - ,A�.�,►r-�� � , , . r� D oK � i !t r) vel k 2 2 FEE STRUCTURE: FOUNDATION: 3 SF FIRST FLOOR: oZ SF SECOND FLOOR: i _ 9 ��_SF OTHER: �7-*- SF INIT OTHER TOTAL TOTAL: 0 � n SF FEE FEE FEE G I. C/4t,2�aSF)- (15D SF)=9 (7O SF X $ '-) L) +$ _ $ a"t 2. (-SF)- (-SF)= SFX $ =$ +$ +$ _ $ 3. (-SF)- SF)= SF X $ =$ +$ _+$ FINAL TOTAL: $ $2-10 NEW YORK STATE CODE COMPLIANCE CHECKLIST USE/OCCUPANCY CLASSIFICATION: � � Y HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED SCRIPTIVE �GI� FULL FRAMING DESIGN ELEMENTS: 11 HEADERS: /N WALL STUDS,Z)N GIRDERS: CEILING JOISTS: j9/N FLOOR JOISTS:&N ROOF RAFTERS:(VN LUMBER SPECIES AND GRADED N DESIGN LOAD CALCULATIONS:d)N ✓ SHOULD INCLUDE LIVE,DEAD,SNOW,SEISMIC AND WIND(INCLUDING UPLIFT AND EXPOSURE) WINDOW AND DOOR SCHEDULE: MISSLE TEST REQUIREMENTS:1�)N ✓ EGRESS, LIGHT, VENT: Y/N LOAD PATHS: Y/N ✓ ROOF TO FOUNDATION NAILING/CONSTRUCTION SCHEDULEON MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRANON LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/�) CERTIFICATION: Y/10 ENERGY CALCS: :N �c�•3�o TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/28/03 Receipt#: 0 Transaction(s): Subtotal 1 Septic Permit-Construct- Resid. $10.00 Cash Total Paid: $10.00 Name: Schwartz, Mark P O Box 933 Cutchogue, NY 11935 Clerk ID: BONNIED Internal ID:75764 : r „ 0., .. „f i .. ii \ ' .. J� V 1 I, _ . . . , - _ .. . i. rv ., . , . _ _ ._ .,:1 .; Ylia. - _ i i ]� �. .i. ,, ..i - .., Y , > '' .fY^ i' tJ .k . q. .y _ - . , .,. .,.L ,Y y,. . 1 , „ :i'; , x I _ .___ I .I' I! ^ l/R , 11 ., .-r _ , _ I at. IhZ I OWK �1G 11� I _ , . _-----.__. __i _ _ [L I I ,I I I , �.-, I I I 4 I F I i I I .I h.-1—�J_ . _.=L_rrrL__3.�._J — — ,I - ' I ibI I rI I I 4 roI � ` K , tw-r fF "tim, - r. Ild -, " :, - lo.`=A 77B'. 1' I "- I '-9 19 " I 16" . . �. ;I, , ,;. ' O Ir I , i r I BRAdB t �tk!J . , �'3 " X "W� W I Id' FTYp)' � W ' 1 ,I: I - - - 1 I. . ; . �#" N1G SLAB W - -I - I z d : W I II I P61611 Yo.PoaWS. I @, o m n 1 I � f ` I" L Q eco 1 950,-'I6',0b.' I 14"TJF ppCy7- - _ � , �" 1 " I I I �,� A ,'T I V" - Ilf I 1 - - - - 9"-oW YXIM - - _ I t' - '- - - - 1 ', I- e a �� T I I", _ _ - - 11 v ` �' --- I I — -- -- t t Ir- ---I I=- - s _r--�^ 1 I _ rAb .1 4 r -y - ! - -- - - -- - ---� I (n 11 1 I I'' I - - - - - L m .r-•a - r-- � I I 1 I I I ,I I,' j . ',I' wk9-x so 1 , ;I- , .I'. wl; x'$q � � __�. _ -- L_ , . - - - ^-- - --- _� -__ T ___J I I I � 1 I I 1 i L -.1 I I m _ - ' I-. .I Ii I I I _ I; I I - --'7 +--- -I I '_` L' I. 4 �� ! Y Ir - ---- t3 3Y I I I I' ''.I 1� -OMA I 113743"' s IJ ^ sr -IQ� ' ��IL M., .5 0r ry .Yp' / .// I I I I I t . o 'w w I F I I I r / r /, "I 2,M " ' , ' rl �j.. i /' /�/ .'.. 6 : ' F' I i 14"'TJI P.R17.�0 - '16° O,G.,, r_.__� - IF0''O' a— Li : IF I I r , 1 4 1 r .: - 'I, I { I I: � I 6 I I FI�, I I' idk�uB I (��" X 14^.4X A L, I � a I. C 11 - .' I" . -. . I' I I', '' I 1 - I - I .t '' 6" Q'G, *'� . eYgO�tF'Ftt79 I (' _OOM Yr. ", s .- }, I „t., y P�'4K I,. ,,,,:_ - - - 595: _ i - - . . " ',A_,. ., _. , 'u .X,- ... . .f :,:.l v :. :1,, 1.1 .!Q1^. n _ .H. . 1:4 '[ff rtF'. R' - r „i, r, 9 . If § r b r d 3a 1 - -:a^ ,. - k :, t - '' ! ' , , 4 ' ', ,. „_ 1 � - l ,. I,,. , .. y- .f r ::, � .. ,. ,. .- e. ',� „ i .. 11:1,, ,:+ '..a ��'.; '., � . - �' � ., _ - � •': ' : � ' ' I '."i �:�� , � "�'_-,, I ., � ' �'� �' , � � '� �;Y � .._ � � : < , ,,, :''' 1. k I:" I, xgx.1 1 , : � ' , . 11 I I I� I' I I L :�� k: i ',I . 11 I y I t r � I N V '.I ° . " Y I' I ��' � - I - 4 - J 1 ' 1t L r-.1 , I 11 ,, �N 9 gly L ' II ,. �/ (� n F; ,r ,� _. �� o F' �" I S_ _- I _ 1 YiWlq T Ib �, IL 1 I L ', I f- F zh+h+� I I I t. a I 'rv, ,V _ — .'�r, " 1 -d— I 11t V.4' F, 'I . I_ I 1 wf9 x 5rr L _ �_ _ I; a 1-',,. ..rr.._ —..1 _ _IJ ' �_ --_ iI I a � --- ---- �[ . t�__ _JI - t � f l'' ' 1 _4.j -r i � ,� __ - --�_ �J erw�Looz'� FORIle # cv x v-a',x , .- � '6'=,yl , .I I glrpn 5',ulI 6• 1. 6W6^ _ 1 ,l: tp _ I ; 'j' - - _ - - - 9 II 1 1 0 0" I 1 I L -I I , . I1 k 1. 1.1 7 I� ' �' _ , . � lt—1 1 1 1 1 L : I` " t" ljV7 MO, Itickt0' '1 i ,.I I, .� ., 91c - , 121-0 " a .. 1 - ' l, r I, „ r - - �� . F I, r 1 "` , xab IJRACE fl'WP I , , L : ' - I. _ __ ; h " _ .:.'.4i L ",.,,:-....�...,_,,,n-,J I�`'4:,'. .,,.-.1;-� —.rte......_:—_a-.:.1',d �4 '+d'-!�F 1 iln —� .,I. a I, F _�T �n Y� %yy. d. ,� :'' F n 1 , L IL I„ a. ,.,�.� r._.+y,-'-._,_____.,w,� .2., " .'.. ra-'r '-1+.._ Jb,' ..�,r r. ..m "ev,' r..-� ;li._ IY!� ""', �' ' - '�: . 7 ,: I ,, . 7 - L L .,. ' 'I,.1 - . , i _ - I'� ., .:' - - - ;,:,:,'' .. �f ' Ji -. v: I� .m . Y : _ a : . _ v� I ,I I' F ,: S ti .. I I p aE :.: : i _ . .u. I. 6 Y; . " yA, LL . 'T , ' ' ., � 4 . ` ,... Y .4 f .., ,, .;i l". -j I D ��� IMS a.' I �, �� .. .- , .,:. I . . ;. e .. - , . . . :N - O ' � : . - M i- -,r._ —i_,:J ., , �, I, tI IL �. - . . _....'ar ..- Y. — ',,. ;, i 'y. '„ � ,}... i.,.,, ., 11 .. - .. - : - , ..,: .. - - 1; I _"- . ' , , _ ' .: ,o' - _ - 1: �, :, : .., 1 ,� .- - 1. ,I ,. _ - �: .eEh,d" - .. . VON Td4 _ � - - 1 FAW-I^ - f, I:, }„ .1 7� n., .-. 1. _ _ .n,r.' , _ - ., _ _ - _ - , ., - v , i, -. ,: - : - : - q . . L .: p .A 1: - .i . �. '.n n : .. 1 .. _ -. r' ,. '.yJ. _ . I t il, i„ _ " . -. .::: ai . .., i ' � ' 4. I. 4' '. "'L _ _ ,r_ ,. x , , n yi , . , : : 1 �. 6 ani 1.- _ _' i` I F' P a FF f I, 1 y^ r. ,,.,. . . .ry �:. O"' u v :, . . .,, J :� r ,, , w ': '1 ,,- { -v Y . . ...:,u _ .1, r • .. u L s9.n .-.-_.a .1" v s i _ �n 11 u . ,. . ' . , _ .: �' } L : e. . 1' .11 ?^, r ', ,..u,..,, �:.Lu`d . �-r r[d-u_ ., u._v, ., .. i vP. 1...� -.... I,�i� .. :> , _. r. .._'L, i pl, . f,A,F}.: ,�... � „1 f ", a.. Yw�.,I -cul ,'•.,tt..-u..<. r XT'-r_i � .w�a...,_) .�3.. 4r<u.:...+1:�,�_..Wid1k.�1..-. .x:L'J.' _ne�.Lil `u.,' _.d..,.e.v.Pe.:_'1i:S.<.L._,....... .. 'v lypa�-= ....:6.Y,8e S'� la v:.1u'.�[a-em.1„ex' �F .uuYc'.` -t lf[I'^' 41 �'':1#iJ... F:, _�__,.,. .'rV•'v 'r�11.�- _ul..�v �.�v 'LL:..iI'.. a.._. . _' ., . .,n. .ru.�-_i G.. .._..a.—�. .. u.--...u�[.. a..y[:Ws YULC. Hu_- 8'-5 1/2" 4'-0" 6'-0" 4'-0" 4'-0" �^ � v 1 � 1D'-11 1/2" 10'-5 l 2" 10'-0' s'—D" 400 2636 2636 (2) 1 3/4' X 9 1/2" (2) 1 3/4" X 9 1/2" __—___ I a'� SIN rP .- 6'-6 11/16" 7'-5 13/16" 4'-7 1/2" MI • I I ________________ 2640 +�A�tp 11223 /�________ 3046 2446 .p„_” ,a,„.,... PQ (2) 1 3/4" X 9 1/2 r � (2) 1 3/4" X 9 1/2" 1 3/4" X 9 1 2" / BENCH SEAT r Y o BATH 3 WALK IN CLOSET ? dTUB N OFFICE I� ¢ p 2' 2" 666 6._6,. SHOWER 6._6.. /1 O r r I o c� I 1O U �j PLAY ROOM ISI 3 lb nm I \ \\\ ¢ m a 13' / r zRAILING OwiZn z6 r X X 1 ON RIDGE ABOVE DI — — — — _ _ _f aw m FALL CLG BREAK LINE ----- 1--- ---------- --- -- 0 61 P BEDROOM i4 vN U >O HALL _8" 2" 4._2 10 OSU o N 0 0 _ 2 2636 n (z)) 1 1 3/4" x s 1/2" (z) 1 /a" x o & BALLUSTERS I 10 -5 1/2" 10'-0" 6'-0" OAK HANDRAIL a ' x x 26 n I zl N 66 I e'-51 2" 4'-0" 6'-0" 4'-0" 4'-0" 7'-0" n m \ STORAGE m I m I I o I 2" X 8" - 15- D.C. C.J. a ti66� 2" X 8" - 16" O.C. C.J. 2" X 10" - 6" O.C. R.R. 2" X 10" - 16" O.C. R.R. _ I 0 6l I 4 o (V 13'-8" 2'-2" 4'_0" -- 5-0' 3'-4" I s m I "'6111 666 cL� CLOSE BEDROOM I I AG LINEN I I 4 BEDROOM Y3 ti66� WALK o \ f 66 i s�41R i HAI 3 \ A8 ~ t ❑ ❑ci BEDROOM 1 o a N�m I w m M M X X - ---------- I Il� f L , VY V � 6'-8 1/2" 9'-5" 4'-0" 13'-3 1/2" 6 -------------- -i I U I � I L5 2 N I io m BEDROOM Y2 66'8 -� -f ---cr --- ---- -I x x CLG BREAK LINE 4,-0" I N N I o o I N� BATH 1'2 HGWER io iv x x '_ A � I I I a i in 12'-1 1/2" 8'-0" 6'-4 1/2m I a (2) 1 3/4" X 9 1/2" ( 1 3/4" X21, 9 O 1/2 ) 1 3/4" X 9 1/2" _�2) 3046________— 2446 3046 ----- ----------- ----- ----- 7P-7 ---7'-7 1/2" 9'-3" 7'-5 3L4 3'-7 3/4" E W 4'-0" 28•_0" 2'-1Y' NOTE. (2) 2" X 6" POSTS BETWEEN ALL DBL HUNG WINDOWS AND AT FRENCH DOORS 34'-11" AND SCREENED PORCH. N i A7 S E C O N D F L 0 0 R P L A N 11 I ,11N� ',Ill, "�-,", , � , -I - 11 � -� I .I I 1, ,. I" �IN"', 1,f ql,4,Il;�,L. -, , � -,t".. i:I 1i p - I -11 I � l , I I �,I It, I !� , , I I � I , ,�, ; , , ,�,", , --I,,"11,I � -,q�-,,,,,,�,.,F�,,�,.�,�,11�'�,"I,�'F�", �,�MNI,kfqll I I -1 1,11-1.1 I .-111-1111.1 '-,% - , I - 11fvlf117lfll"-1 � l � � 'T , 1, , , � I , t 1-�I ,I, , " r , 'i":, " I ,, 1 -4l IVI I X , I-� Ili � 11 ''I l'III � ,I" ,-, -, 'l, ,- - �I" ,.. , 1,1 I I " -� f �I , , 1, I ...I� ,`- ,, , � , � -I " , - I, N , I,", 1, � I , . 0 I!:1,lT,,y6 l - w,yi�'�'�7 r5l,piii l',il", , 1. . � � ,� - , -�, ,l ; I- .1 11 I I ,, � , - ,.�. -.l11l-lll1111-";;, , ", - ,�" , " I, , f,l,- , '� � I I , - I I�I 1�, 1.�� �.71 1 I I I , �� , " I,� , 11- I �, 7 . . - I -t iw, VIC 7"", , �, , ,--, , . - , , , � , � � I � r I, 1 , --�, 'I -�- � -Z , " "',"Ill., - - li � � I , -'-,i� , , , ., , , 1� I � � 1� '1� , . c, I . I I -I, " :1 I ." I � i I Of , ,, 1-1 , ," I , -l� I I� ff�I� 'I �lt � �, I , 1� mr, , 1,. , ,, ,, ''. 'I, . � ,� : �,� ,I , ,� ,��i , � 7 ,',- -p�lIii� X,IANWWRMJ,t,i�k -1",I,` , �- , -1a " � - , � , , ,,� 1 1 I , � I , , , , I � � :, I A I � 1 I lL, ,\ , M7, q� I �% -, I 1, Il-, , " l P, :-I , , , ,- , - , � I � ,, , �111 If, � � I , - :If ,,,, � - �';� - ,- I, - 1, , , . , I ll 1�, fl",11-, li "A I, ,� , , l -, - � I. I � �-ew, . 1 I I -1�I � ,� �_, I I , , . � - �� 1,� � - � :� I c � I I � I I ; 11" , I ' , I I'll � llj l - -,!"O, 4 1,N! ,, ',j,� I I I 11 jll ll, 1. ", ,f �� , , ", " ; 1 � 1, � , I I I -, - - I I I l I , I I f", �,�f l , LL -� I I - -1 ,II� .- I" , . � � l'��'L , � i , I : I , , , � I � I I I I � ,�� I ,SHALIL;l I I - ,t ,,, t_ � � L l �,_1, I � � . I '11 , � : L � I L � I � I � I , , I , ALL CONSTIFIVICTIOM CEED WITH ,� " I ,, ,I , I I I I I � � . l, � I , � �� DO NOT PRO , � �, � � f, � I' - I I , 11 -t" 1 � l Ir A- , ,, " I � I I i� � I ,, , I I 1 I 1 1 �� � I I I : I , , I'L ' I MEET THEBEQUIREMENTS OF � i 'Ll (i , I L �, ,, ,I � ,, l I 'll, I � i -I I %� � , I , ,; � I I . JNTILSURVEY � , , , I 1, � ", ,� , , , I'�l ;�'. _L, �, liiq'� ."' �, , t, I I I . � , .1� I, I � ,, � _ _ , -- � , ,: � � : I , -1 f! I � I - I . 11 . I ,, : i I I � FRAMING I I ,'L I r ,l � "l - ,.JI, l L 1 � I � f�,� l ,I THE �� � - I- '_ , 'l-. , ,� , ""i , �,I - 'I"" _' j-", , f, I� ,I - ,� - 1 I I � , � ORFOUNDATION10CATION' , I CC7 1 i �, I �y L I ,� A T . �� 11 - 11 ,�il I � "I �� � l � 11 - � , '' �. , �1 L I I I � f V )ES OF NE � HAS BEENAPPROVIEV . . ,',� I �, � , � L I . I� 5 1 L I -I . I . 1, , � , �: �, I I ,� :, � I �', I I I j , � � 1, r � I" � W10ROTATE. � ,,,l I ,- _.j � I ' I I ,11l ',' L�' . I I . : , �� i - , I., �1��j i.If hlIt l' L� -� ii ! ,l"; ,� : �if. �J.,: lI� -ifIl`1�. I I � 41".", '�' m 4! �!�� M� 4 I$W--. - , . , - 1-1 i.,W,* -- . .�-, - � ,� I I : -i: ��-, , I�f, �Y-"' ;� �1�5,i -, , I �, L111 ,,1. --l- -k�f q !,I o m 1 i;� � ,I I � ,-- �j -I, p . � L " � J� � - I I -f,l,l, , .I� L ,m�oo� I - , �i 0 - I , � . , I � 1 , _ L � ...I.....6 �K,�.. .... 'I � , 11 I I*;�� -, ; 1 i 0�101 : 6 - , � , I � -,I 11 "': 4, , l , 1�""I ,l, � Q I I .� ,�� �� , - � m �,, , , 0 �000,�4��k 4 oi !04 Ifl i -I�0�# 0 � ' ' � ' '��#�'# 1��. I -2- � i 'I .�-- .Lt, - � � ,i, Ir � �l "I'll ,--I -, " i-? l ".� ,1,�I .:,L , , I ;��,! 1� 4���� i 'if mo 0�� ,": � ,i;f � . , 1 4-'� !'ILM� i !';o ,0" IL -1-11- ., ,-; . - T". - '.1� , 11.1 i �7 I I , I 1 , ., � �� , -� 2 r �: I � � I I L I I I I � [ ] '� � , IPLY �I" -_ , ,.� ll-!,:� il.,�,, - l' - I - 4"11: . T . , �,":I _ 1� I . I 1, � � ' I .. WItKALL CODES OF It", .I 1:l 11 I � _ � , , ., , �I � I , � :�L ,�L �� I � I ' . II I � L� I , .,'. -fl,l , .11 . L , 1� ,. I �� I I I . � I L I ��Il- • I � - 1 - r-1 � I I . - Ill ' ' �,j�tj;ll l 1, . _ I , I -1 : .� , I ,i:, - � . ., I I , ��� �� I � 11 I -F &TOWN CODES I � F.1 I 1, " ' �l ' " l � , �, I �-� ,��'11 � I l, I ,, � � I 11 I I � ; � � I . ' NEW T ,Ll :,li�l I l -- - �T` 1-� " � I�fl' ,' j -, ,.'L, ,_ I I I I I � . I � L � il I I I I I �1: l - , , l, � I I I I L I S � ,r� � ` , , - ': , , I . � � 1 � � � I L r, l , , , , , � � I I . I I , OF I l l' ' , L - I , : I I � I I � � #A Nm - A r I ' 11 , I I— I I I I I V 11, . , � I I . I �, I L I , � I ,l �I - . I I . I I , 7 � . I I , , �, , I I , ii � � l � I I E NIP CONDITION � -,,;f�,,, If S RE � ,, ,'I LL)If I l ,, 7�,���,l �5�t l4t" .�-.�, , , , , , , . I , ,, I � � I I I � . 1 ..�:.Z=��,73 8 1 &6 � � . I � . I _ , I',, "I I I.�� , I , 1, , , L� 1, ,�� I I � I I � ; , 1 1 1 �1: : I I I i � I I 1: , I , I I � I � 11 � , L I I I . - � I . I I .. ,�,. D94AL0 B�� I � fm , .. �� 1: , " , I� �, , I � I I � , I I I 11 � - . , I I �� � , I I I I � - � I I , : � � I 1, I - f , , I I I :,:, r :, l :, I I ! �, I - ,row � SOLITWTON l� � � I I ,: �! I I � ey 'DI p I l . � I 2 "� , � :, � . . : I 1 1 " I I � FEE. �L __,!� �'Ll . � ,� L: , L l " . �� � � 14, I , � 11 l , l I � . 1 � L I I � 10AL " ' 1 .1 : I � L, : � I , I � l I, � I � I 6 SOMD PONIN06 BM v,� ,f I , " , �� , , . 1: 11 - I I VIff Ill I . I , " , I i l", I 1� . I �I � � . � _ � I I L I I NWIFY,'PJUW, 1 I I ,i L - I� " I �,1, � I�l,,� I,v , � : I 1 7 1 � � � . --. ,l-I .�� ��� ,,, f 14 , ,-, I I � "ti ns-19p, m 41V 00'" ,,yj � � , - I � , �.1, I I I - I I I I I � � I I I I i ,I I I I �I '1 SoTHmDTmTRusTEES I � - -� I' T, , ,I- , I I. , ; , I � � � I I I � I - . � � � f ;l .% I � I � I I � -I L 11 I � : I 11 'L I I I L �V�� l I ,lr, I I ' I I � ,L I � i I I I L , I : � I � -,. IL 11 I NYS DEC ' I , I I. I - , l : I 1 -�I.;I�11 I . I L 1, - '-� �l,�:� lyd I ; , 1, -' -"-7—, - j �� , F()UWTW I . , I , ,, ., i� I I I .�I p � , � . FOR romm I I ., I I I, � ,f � � tl, ,:I- . � 11 11 I I � i l � , - ", � � 11 " :,� � I � -- ZONE I : I � ,�, I I I I 1, I I I I 6 .�' -t. "� II , ,, . � r-, - , . �, . � : f - - I I I f L'� � I 1� - � 'li I I FLOOD ZO � 1� �� ll I I I I� � I I �� I. -7 , "-�� , � "',< I I I , I � I I I ,� ,I A' I .� :�,.L � I � I�1, I: �, I "� � r � 2 L, 'll, � - L, � I , I . I I P W HCHAPIER"46" . f, �:"' � l ,*, L I I 11w, I I I � ": . t1f l � I � - 11 � i � ,� , L : f� , :; , I, i . - : . . I I Com Ly W � IT �' I , ,� 5� � � 11 I I. I � : I , � 1�� ;o I I I � I I , � I : I I l�L . I I : . 14. FKft -L I w- , , I I I 1� I I � I � . L , �FLOOD DAM GE PREVENTION ,r :1 I , ", : " I I 11 � 11 I I I . � I � K I ,I I , 17 : � I . I I � I� I� I I� � P,OUTHOLD TOWN COPE. I � � ; . -� ALL - ra '� I I i ,I I I "l I I ; ;,�l i " , , "� 11 I I I I I L R i � - - .1 L I �, . � �l ,� �,, � .1 �� low � ! I I I Al I I I � : - I .r I I ", I .� , l"1000 � �I, - I I I , 'r -� ,' �, , , �i: .� L m � I : � ;, ,,;-, � F, , ,� z I I 1. - W` L , !I, ,I- ,wj- I , j " � I l ,I .LL LL' � I I I -�' l" 7 1 , I � ,��� �, I "',, -', ,' , ' I �I I � I .� '�-11 .- '.I "I L, , I �, -1-1� I L L 'L � �I � mm ' ' I ''��' I I I�l I I I 'i �1: � I I I - I I p � - I 1.� , PLUMBER,CERTIFICATION = - , � IL , . � -, � � L , I I t � I EFOR8 LEAD;CONTENT BE ,* PQ�,, I I I . 11 , il� I �, , I , . I - I I - � I I 11 � CERTIFICATE OF OCCUPANCY I , I �L ��� -:� - I � � L ," I �!�l _1L , I I r t. � � � . � .I ,... � 1 .�L�d � � � � I I I -� 1�; 11,. -, I I I � � , 7�- , fn �, I � , , I I � - , I I � I , I . , I I I f � 7 11 Ill I :,� , , I I � � - ��, . I I I : � l , I : ,5 SOLDERUSED) WATER I I "I I � I , ! e I I , 1 �, o I 1 1 1. I II ii �1, l , I L , I I � -Sys NNOT I,Ij�lfl: -1 , L , , I . . j I .. , I r I , f , ; ll � I I I , , � � � , �t I 11 I SUPPLY 041- � " , --a, - I-, ll.l �' L I- --lullli:----,,f� . ,I � 1 , �, �,� , , t : � - 1 1 1 ,,- .- .-, � jm6d=,--�, , L 1� �l 1. � � ,,,--- " ]w ,l , � I I I ;�'!�, , - I EXCEED 2110 OF 1%LEAD. f I, � � 11�fllkml il . - i 1 I - - . I . 0 *� � ,� I - ; I I !I � 1, I -- 41, ,4: , ,I � � . I I . � �: 1� � � I - j I —I m � I I I LL I I 49,-,l: I 1.lai� ,I I . � I : 3 - I I 11 . I l."T I I � - I i. I I o0� , I I � CERTIFICATION OF lq���b " � � , , , I i I � -Ill � "I 11 , t , I I 11 1, � I , I I � NAILING & CONNECTIONS :�3 0 , I I I I , t 1.� I � � , rmiawi"I � I I ' � I al i I A= 'I?., ," k�I'll ow � - f REQUIRED. I .,( �? ;A> - I L� .I� ,--ZZ-Z-7 ---:;-,-�--,--7--- r 10, l� I K'" I- -�-itIil,,-" -- I ----- � , - ,—�.7-t I I I . � .� - � , 4 � � I I , - � � , I I I.4 40 : � 2t -p PLUMBING 0 li 04 ) I I , I I I I .�, , I I I � ; I I � � ,L It- ], � : � �I I L : 1, ,I � I I I � * . UNDERWRITERS CERTIFICATE SWAT LL PLUMBING WASTE , .: , I :� , � I ��'� , �' , � &WATER LINES NEED , � I I . I , - � , I I � REQUIRED TESTING BE , pa, , � ;j 1: I I , I I I I " I I � I I . I . - , TESTING BEFORE COVERING . �, I I � I � I � I I � I K � I 10 i . - I r I � PIP 3 I 11 4,64 Xib . I I .- � I I , I 1�r 11 I I � � I � I I I I I ' I!L �fl I I I '' � : L I ' ' ' � I wws,4kia 04 . , I I I I � ,� I � ,,, , I � I ' � � - 'If I, �' 'L : I I I . L : � I I f, I L' �l� �1� � I � , I I i"&P, � I � , ,�l � � . � L i : . � � I � 1 I 1 I ��r : � , I � L �lr� :, L , �l, I I I , � - if,'� � ,1 7: I I � : � I I � 7 I I � . � :,� OCCUPANCY OR " i � I , " � , I : � � � fLI , I r _I I . I I � I I I , � I � I � I , , , - � 1; I I I � I I � � . 1, : I . � , , - *, � I � USE IS UNLAWFUL � 111 L I 1 1 iq . I I I I I I L� � : -, I -, WITHOUT CERTIFICATE I I � I I I I 1i � -I ! .� ,� 11 111 � , � 11 � 1, I! T, i.� i � , I I I I I I", � I I L . I I I 1 4�1 � 11 - I I I I , , � I �L�' I : I,� I I "I I I I � '-#,-�I.. , � � I .1 ' I � :, , I � , z �- � 7 � I � I 1, L I L, 11 � I I I I I I : ,.; ,�, ' t - ,I , I I 0 1 1 ". f �L� l I I - I I , . � -, : F OCCUPANCY l � 1 , � � � L � 7 1 1 � � I L , 121 I I 1, ".f � �L - T , I � " I � � � I I � I I I , l�� j - i I I I � -1 I -' . I � � I �� I �,,,,, �, , ,- ,� � :l � ! I ! I I .f� L 'l I i , -1- , L�� ' � I I I I If , � t i, , � l I w I " , I fii I, � � Y:' 5 � .. J I , '� ': - '�� i I . :� +I. , � i F, I . I , , l I I I ,L I ,I, , I I,, I ,. ,, j , I I I �,I I � I . � I " I � �� 1 '� � . I L 1 , � 11, I f ,- ' L I 1,I I 1! , � I I � � � I,I �,:� � �:: I f, � � I :�i I I � I 7 I I I : � , �; , � .j -I �f�"� �I ppgg , , �I � � �� I I ,� � I I, . �i ,t, , - I j l � I I I L � I I I �j � � : I � I � , i - I . r I I � I �� - I I 1%� �f, .,l -1 ' �� I � � I� l I � � � .I � 1 7 � 1 L � I I I I I , , ! 1 I , � � � 1� � I I � l! t I ill � I � � 11L l'i , - � i I � . � ' , , , i I I . I - I : , � . I I ; � : �, ,i � � s I . � I I � .� � Ir� I , � - ," L; � " ': " , . ; I I I l I ,� I i I I I I I . I � I i 1 �L� � I I I I I I � . I f, � � , � , ,15�� ,�P i� � 'fl, , �� I I . I i � � #,�� ' � "' lL, � r ,�, ,�, , l l I � ,, I �; �L � , , � � I I l,,"J I I I � � � I L� l� I f � p I t If! ":�, , , , I I p � I - . ; � I , � I . , L l ; � : L I , �I i , , ,, � ,ll�,- ,� I � 'L I � I .,� , , I ,� I � I - I I . 11, I I I ,2 L �,I �: L ' , . ' � �, — I f, f ""t � I I � � I " L �, , � ': , I , l I , � , . 11 I � , � � . I I I I , � � I � � 1 , I I . I I �I ,I I I I Ij , I - , :1.!71� , r ,:� ,� I I I - 77 1 1 :1 � f � I I I , I I i I,� , 'If I I � �� I �l � I I I I -� �� I - L, �� � I i-1 11 . "�, "" I I I ;- ��,�,,I L r II ,�,I I, :i r I I t r I I, ,,, . � I . � I I ; I I � I � I � I I -I j I � - , I 11 I - : I � � � 11, Ill "r, i". - :4L , i I , 7 , I� ,� 1 � " ; -1 ' - , I ,, I I I I � " - 11 k I ,r . 1 I -� .11 ", 5 L , I '- ' � ' - . ,. ,�,l I I � . � � ,, I'-, � . � � , I r �: � " - f I I ,I� � I� I ,r : 11 , � . , , I, - ,,-4, ,�� "-� — . , . I � III i ` 14 ,:k. I I I - . I �. � , � 4 � - - l ',,�,� lr�,�,,r-� .f. � I , � , " : " -� ' .jr" I , I I 1 711,11 1 . I, I l',� - , � � - - , ,., ,�:l ,, - I . I � - � I � - i , , . I I I 1 . � , � I I I 1 l 'I , �L I , I L � f I - r I�, ,'!:�� I' , , I , � 11 , � t, ![ j I"I I I I I. � - ,� �lll -.,114 iil% I � i I � , �' L'Jl i'1 ....;;;;, � �, I I I I I I � � � j 1, . I � �I � L � 40MMEN-W � , I 1 1, : ,:L 11� ,:.. � I % I I 11 I L I I .1 Ill , � I I i -1 . -, EF I I l : - 1, i I � � 11 ` i ,� � I -� , �, � .1 I r � �, . I I ": � �l I I I I 7 �, , �I I �v � � � , I I I I �I I � �I � . . I 11 I � I � ; � 1. r . �, i " ! L I: ", �---`i"� `3 "I l ff" I I 111I I I ,,,, 'r 1 � -.-r-- . I JIL�,"- I I . , :-,ly, � , 7"., ,�',�"'r�,�: , - I I I'll I V I-7 ; i A I I I I � � I I _ ,r I 'r I I I - I ta . j I l , I I L - � . . � l, 41�� if� � 1� . I Ir � �-- * � I I I , , I I I L I L 1. I 1-1-1- 'I � , ' I r �; l , I l � , r , LLL ;� �,, , , � I �r� ;;;; : fo I Z� ( 1 I i, '. � :, , �� � , I � , , , - , --�Z;�7 --".��--1. A m" I I I I I � i � � I I _ "� 11 1, sm" I l !I 11 I I--- - --= � I I I � , , t �tll 0 I_ - �-..-.,-- �ww �� I A��' - �i z �,��;; � L 1, 7 , --', , 1 ; ;t ', , � ,: , , �1.1 i, I - � L i I I p;.rl ;" ' �' 1. �� I I I r .1 I .......�w I - . I ll 44 0� I I I I -'' - I� ,4 ZAM'-; r 1 1 : L ' : ' ! I 1q � l;, "'A � L I I , 4 - � z 6 l, r,, �� I � ION r I � 0- I , �, I 0 — : - �l,,�,�,,� r , A ��[ 40IJ � 9 r*�6�Lv�0 1 � i I i : I - , - I I I I , I I . r . I I I -s �. x 7- I i I - I . I � I I I I � I � � ?, � . . 1:. , 7 � � . L I I - ' ' I I � I 1. I L � r r'! l . :1 I I . � I I r I I � "I 1 I r .1 I . I L -11 1. I I I . 'Ir I I'll : . I .1 i " 1 I� , . � I � r ,I � � "- I I ��I � � 1, L' , �, I . � I - I I I I I f r l I I I r I I I "; I I I � , I � � I I I I I I I I L I I f , , I� . I � I I 1. I I : :,�-r � I� � � .. - I I : � r � ,t I I I I I �� , � � . !, . I � �i �, j , I � r I I � - � I I I: � " , I f i I I I I I , 31i � � I r I .,� l � I L � , 1. . I� , � �- �� I� I I I .., I 1, r � r � 1 , I � I � I I I � . 1 �� i I I .t, I � � I I . ,I I I � � � - � . I i ,� I I I: I � r I I I 1� � l , , I I � ,I� I : I � �, I, 01 I I ,I � I I . I . . � r � ,f l � I I ". . � I I -.Hp 7 ? �� � I I I -�- e :,�� e�: I I 1 L I � :� I , . I � L L I� , I I I I: I � � " : AD I r -� , l I � , q � I I I L I L � i T � I � I I I � jr�i I, � � I I I I I l ' U , I i . I I L I "I I I , �� I � � I I : � I � � L . � , � � T, I 1 i I I I I I , I - , � I , I , , H , - I � I i � I . - I l � - I I , I � 31 5 , I I I I � I I , � 'D 'R L I , �'.Q „ " - 1, ,�,; I 1, � . - I �, .� � � , I I I I I I � I r I k! . I I �: L �: , I , I � f � : . I � � I � � I I I I 11� �L�j . I I tl l I 1, � - - -I I I I ,i I � f ,, I -�, I I I I � I � 1 I I 1 1! , I � ,� i i � I- - I I I .1 1� 'r ' I L ; . L �� �, I � I � I I 1 . :1 I I I I I L I I � - , I ,� I �,I I ; l� I ,� .. � I � I � I L � :� r � � l I , I I I �. I �, , I I . ,r I l : , �L� ,' I, � I I� I � � I I I I 60 -, S I 1 1 .I I I I I � 1. I ' , I I � � , � " I �� � I .1, I I � . , ] � :.r I� , ,� � �I, L�I I , I,�-1, �� r ,`'' I � . � � 1�, I I : T L o I L . I I I � I r � � 1 4 1 : I,I II, l � �. , �,- I I ,� I l � i I � � j - . I I I � L I r I � I A . j � � ' r l �L � . r - , - I I I '�, �- ll i ,� � �� ,- e ,I , I I t . : � ' L I � F� � I L' i� k I � . I � :L � , - ,r I I I I r� : I , -r I I . � � ,� , I , � ., t� �- I ,� I ir �I I 0 "I �2 I I I I , � I � I . - 1 L r � � - I':: ,� l ,� I I I:, ,� ., i 11 , -� � 1, � � l r - I , :f . , 9 I I I � :�l . . L ' 1 I L . I L . 'I � I I � I I L i �. � I 1 �-r I I I r � 11�4�,,l.”. , I ,-I I I 11 Li,, : ,, , L . , I � � 1 1 1 1 - I I . � .� L, ,I,-f L` 1, L ,� _ � r l, , ��� � ,� � ,- � , � I I 2 r, I . � il"� ly,r - � . � ,I I � . ,� I ,- � I I � � Ll I . 'I ,I 1, 1,... I PM"�l,` � I I r , r .i � ,�: % . r , , I � I I .I , l - , , I , , * I . I , � J�� " ,, � l . I I , , , , rr, ; I , ,�,-jr,, - 1, � I, � , � I � , I � � . , . I � I I � r , , 1 I I ,I . L I� � ' �,, .,'�L ,I"- Iff", �1r, f , I � , l! I;1; - �, � I I � I l� �_ ,, .J,r I I, ir � r_' �,, , I � ,� f,Tli.,,�, rq�,,.,,, , � � I �,:13, . Z, I I I I ,, , I j _7)ll ,, I �l,�:�; �, , I,� l, , I L�', , .1 �' ,, ,L I 1. . I . I . , � I � � I - i"j � ' I - li I � I , I I'll;- 'r��' -,", � I'l-'t l""I'r�I -,I I r I I fL I!,I � I p z L I - - , I �'�, ,1 I I ,I I � �L ,, . , ,; �� _ I I l �I l, ,I -I I I I � �,� , � I , � 1 j, .1 I., .� : � , , I I r,r,i � ,,,� I I I 1 1 1 , I ,,,�,j .L I � I - : 1 ki 0223 I � I I 1-f � , ,, � - �� - i ;j lf�', , � t . , f � 4 : � 11� I - ,L.: . - 1-1 �f i � ,.,M�rf� � �� ,� 11 -'" I �', ,� I r I; - � - ,,11 I , , - 1, 1, - I " OU 8 D I . , , - - , -- I r , T i 2 i If , � 11 )/ ll , . I 1212E ,j 1, , ,�'j, 3 I I I , I � " I li i � l I I I ... I � I I � I I ' � l � I .... I l . I , r . 11 I i., I I � I , , .1 �, 11 'r L L . , il i � � L ; �z . , I I , � I , I'l � L",,�,I r_ ,� I � 'r l ,�, , ,� -, , I I . r, -"',t, I, , ",�-I , I L,,'I I ," I I I , �, I I i � . . � L , 1. I � I .,.I.� . , , � fl, �,I , _ 1 -11:, I, I I �� I , � , I I , IL, I I I l �L I I I �l,1 - , I . ,, if tr l -,, , � 1,f 1 1 '. '.1,L ; , . " , , . � r ,I . I I - � � I : I . I I 2, , , Il it .. ,7 . -'r� �, .� I � I"'I :' �"-i L 'I I � I �,. � r 'I,i le,qy ' 'Ii� 1� I I I r i ,- I I I " � � � , I l I Ili I ,ll� ,, � - I r� or im �. I , I f '�,-'�""`,'� ,"fr "$L I - , ��L I I -� I ,� 'T" I . � 'r I '�"L _ljL,;� � l I,r. , . �I , L - ,,,I ,� 11 . .11 * I I � I I I - , . I L -1 , � I � -1 , t , L, ��- ,.1i ,1, � . � I � � , -1, , I , -r, �t , r I , � ,r I � II ,_, r ,, ,f, ,j ,, ,J��4�5,3,`�ii, _` , �,�- r f /I- , I , ,,-; I. , � I �.L� ' I �, , r - , I�I,'�. ,., - , �,1:,I -1 , � r_ j , ,- , , � i �� 1,, _ _ -I;, "!, , I� . � - I l I L l I -IP " �'-'f;I �1 . - , �- , � I ,� " : , , � I r ,,- A; �11' ,I�� ' L " " I, ,�,,�� I I �',�'r 1. �,I :, r I 'if; � ,, 1 i �-- -,,I 1�, � .PL i �,I �',L, r. I t, , jL . p, l,,, , 1�, I I I ; io, I � V 11 I 11 I �� I - '�4r I", "� f L r . I . I , -", , " f Q l � I I I , ......� L'I _,I , '�I �;, I I - - f f ,l��"4 ��fg,�ij; ryl,,I ,' :'. .r:,i , , ;I�_ I - L'- , ' ?j,',-I'' -I ,ll� , - , I . , � ,: I I .7 1" L�L'fj�l� ' n•, ''L,�,rl, f ' � lr , � i�� ,,� �'�'" " -1 � 'I � �� I ll� � L ',� '; , � ��jifl �,�",IL, _I'" � - 4 �. ,, �, -� I �l�,' L� - . l:f I ���"r , "' � , r � . , �j,,r ,. I L, , 1, i . -,�l,� . I I � I I I 7 _J�L`V if , J, ,� , f ,lif . ' � I, .I"p, � , . 4 f L l I f, , ! - � � - � .1 I � I - ,I �" '' ,"l . r "� .- l , . "]� ,�I,�I , ." ,,r ,", , ,�i� ,�,, , - . , , ;, �, , I � . 1, , ", L� -� ��I �,:r?', lL�'�� i f��I� I _ _ l� , l �f, I f , l,, ', , , ' L , , ' 'I " ' ' . � ,, `fj W's"tv io,�i : - , , �L" ,I'- ", I I "L "I 11,11- 'I, F I 1, ' , , r � - � I _I_. . I .. ..�," 4.,L' I I ", t I,,il � , I" . I ,1%! ' '� ' . ,r ,,� , r I'll lr I � , l, ���. - �� lr-,,r'fLV"', ,r, - , , , �l,",�,Lf,�'�r, I,"�%L, -11 I : _.,"��r , ,I ' , , .I 'I 11 I I � ,fil,�� ,� I ,-" ,I , -,f ? t;&� l,r��Y,�l ' , - ,,,,,l,, '� "I l -1 lf�.� 1��I,r-,' I ., ... r, " � , 'iIiI � l I I lt� ,'� r , �,_ ,, _il , , 11-41. )� L i -'L ' ff'� `� f' '' ' " l I I I I L ���rl� I, - , , p,_�:� r _ l I . - I I,f, I ,'l' I,f, I -1.1 -lll-l� I I J, I 11 I I I L, I I � I 1, , r �l� '��. ,� �I -��' L, ��"'-"'-" ,�,k 4' " I If , I � ,L ,,, f ��I ", ,, , �, , 1. . � qL4f"f,Lj` ;W�% 1 l'� ;I,", � : I. , 1�,f I� I I,� , r , , ,,I,l�, , " I S'l'fltLl, L� ,, l,- I, I r j , l" ....... - 1 ,� � - ", I I I . ��, I,, l -1 I � .- I , , . I � 4i I, If i ,,�, - I� � lr,, ,I l, ,.u l, +', ,�,l!I l-Ilz t"t 1, I , 1, ,�'4, , , , P 11., 2 I' ll I � I , i!t� ., , , � l . f[�'l' , L.I � :::::: ,i� """I ;f," - ' " - !,�� ,f r i � 1,,,If'.I I,,I , 1 I ,� 11 �, l I� I.11 I- ii . I I . � � I 1 le" I I I I r r,t � �ll jl� 1, "'Elf, �', �� ,,� f � : ,,l , 4lII`,1$j4i.,.xL f", ".� . ,� 'l " I � I-'1&' � � l� 't "��,- *,Llf,,Lit�-. - - - - F'r,'F.$J,77r,7'F,t7�,11�!r""�'A' � -,,,, , , 1, �I I _,r, , �� , , , I ,T.',,, - ,I I ll I , .,,�tr, , I -, � X& ,)� 1 & " � , " L I I 11, I - , lol[I-94"' a " 1 � �.16.J ,; L l � ,;�LII I " � l � -1 , ,� , 'I V, � '14,� ,,;��-,L,rff� � . , I I ;��Il , �� � --,,,il,',-,- ,,.L,'&1f�,.f'j� . "466 ' '. _�-,'tI�L"I3 ' ",��,i_ Illj.J -- l fIl� 1 ,,f, -�, ,Ji, l ,;:�,' r ' � -1l -- "-'-,-,l", A" I ,y 1*7�1 171 - I l�,7� I" ,�'! l'i �: rL, ,��,� � - - OU �': ' ' "',�. ; `� ' ""; ��'.' " ' %_ L -L - " - 77IM77"7 711,w�T-,,M7,?RW7T,r, ,,,, IT I I , I—. ,t� , , --.- LF _if'--, 4� ,,I , ii� 'r,,,,I4,� , -.l'if, � r ,�'r."' . l ` � , ,��'A�' L!�.I''��' d�1 , , �; I I ': 'r'�t�l,,ij �'�,f�� ,�!I �`�Z�.Lfi'IIIL L'I ."' - ' fl, .� ,�� f �iLI�.�I,i,,lj . -,p 7 7 ,- i " I I, ,Il - glIj� lL......�,f �,_f li� "'�"j,li�L fi�rilflt'j.'. �&JV",f'.f.'�Ifli.ailICIf -�!lf- - .-� - "., ff,� ,� �,��, � , i,,i , i", I��,l , .",.,� _ , 11 � -'�L I" ' I if V L'O, Me [ ... i7 �L I-.1 , , � � I ll .I � , ,, , 0- i, Ill, I .1 9 iiIW ' f'j.il�".� L .,_`,� �,,, ll,� r ,ii,.,�a I. ,,'l'j,r ;rqi!��- � , � �;llfIg 'a. FIfl,Ill,1,77 01 L�"m--'r �, 'r, 1,---, �7 �! L: I 'IL 4`1,'�3'�V?f,lq�i1511 - 1, I- I� ., -I ...� - r r., � I fl,I- . �p, �� I - ,,'j, � l IL l f i��l "I ,,�": _i L ,�, , I I -f I Al - 'i �r�'L. "� - , I"LIlli. I, I , I!�,� -,,,,, ,,T'� ",.; 'W"I I-, 4"�:;f�j'$11-,�i�� ,, '-�L I, , ,, , p , , rf . ,� - , ,,� _pi ,",,,V,fr r L f It: : _ r '_ � I - . , I,� I �,;� , �l . i;.L I � .I "r, I" , -I r', I - . , ,� I - - , I I � , l L J, �, -,,,,-"' ,�f,pi,l,,,,,Zjir �, ,f17777 57PIRR,`Av� , 'j"'�-' "L "� , �, e'.1 I � ',, , I' ,t,,�l,, jL, r , I— � 1� I Ill ..� I 11 . I i � , ' r L,� - �-'r,� I 7,7-7-777,1�!t -`$�--I'L", 7791 , �, � _ l f4 l ;� ,��'4� ', , I 1 4"�"q,�?, j, ,,f, ,,I ,l 1, , L, -11,.1111 ,y,j,nq rll'�I,,,ll,,�!pi�'�"-I l"T171111F �77 � L,I'"� �', `1� I I l. _,"��',,I�,r l��.'Ilf,,77! w T' T ,f L, I", -Ill' '_ � I, lt ;� , ��� � ,I . � , "L,j , ,� , r I I . I , -!l I �� -,;.l,ff���;%'i��l��If"_ -f" �,It,, r��, ' � , ,�J�l, � , l, J'_ .,�,,�� L,�, �.1 11 ,,,,, �, ;� ,L , ," ::, i,� 4, ,� , I , - ' I If , � L _ ,, I �t I I� � I I I I ��,l,,r.%� I l_ l, ,� � �1��,[1 ll 4'r, ,,,,�' L� 111. liv 11 ,,l,- —,-�- V, - I,f, , ,_ �.,�'I'L', . . I I,,Y,,,,�, �,,��I � � I � : r, i� �- ' L� " � ' , 11 Ir I I. - I I l�,, ", � , �,ll ,�,,Ll,- I � ,"1,," ;rL � I " L ., ' - k , j,,�,, ; It, , 1� ,, � � t�", ,f I -1 L� V "',, I l,,,t,g,;o,,f .Ir f �I",l ,�Al.�,,ll .......� f A 1 -' ' '�l,�' I �,I:, ,�, ,�7� , _ ,�7; � I " V. r -� -,r" I�' �,,l-,'' �. ' j r ' � _ I ," ,,, ,- 14 I, I., � L Ir -r, � "q j, ", l;Z'vf � L . I, . I A- ,,, L' , � ,!�� " il�ll i' ",:ljj i",L �� -,j �- � , ., I," 'j-"�I r I�I� � , I�� ) .1 , � : ' r ,� i"?,�. r r,,�,�', , , , I L,,r , I I , f,ir,,I,j �� i 1,40 �,!.if," �7I I,.I-�,���,I , ,,*", , , �, ,,, r� I- I Z� ,��',ll i I�I ,L;,j��l�.' 1�,;�1 1 1 1 1 , ,,,, llT; ,'3l% - ,%l.r..- , "�'1. I- I- j - ;� ,,I-��, ,,, ,I 1 .'] %r � � , �L"." '"�,I,�,-qt I -,�If, j , , �-�4 - Jf'A ,'I'll '-J-;, r- ,',i�, . ' q ll��%���,'�,I 1 �� ��, , - , , ,, !,�"r, - ,k, '� f 4,'�t'it ;�O,��,,,�9 iz , -, , ,(, �, If, ,�;, I ...I..i- .'. , I 1 � , . ,, I , I ,, !n',` ,f�L , � �l � �, , , - I 4 I 11 � , , ,,l I, I ti l" , : l I� , - -,I ,,.,, , ,f l"j",f�,�;Il K,�, �� ;� i.� --- ,4". 1 _I, , , , l i"(1,I-�I" # l J, ,I, _ ,, .. � Iffl �l'I, �I:jj j ', ,. r '41',,q , � � , � : �,t,,qL� � r f : �I., � ; , , �"It , I ,A � , ji��t I., .I f,j4, ,�--: �I I�z ! i :1. , � � . I L� r, � 1 1'. 11 � ,j",r,,t 11 I -lj, - q�,�J,1&-) ,� 'L,: I- � I ,, f% '&gli i 1 �rq,,�,"I j�"-'a�� , ,1 jp�,,t��� I , ,.�; , , ,� ,r � � -- , - - �,a.:� �� ,l , l: , � I�;v " m � .�4i'l ','�f , ,',,�,& ,1 , , *�ai�&�- �g l� - � I I ,, I 1, I, , � � . I,��f,I , L , ' l' ra,..I I ""NA ,Fr",Z, l�Li:Ll--',.,&L,�,� " , 'k, -, -r, , , � � : ! I , ,� ;, , rf . 'I,, , r "ll - ,, � -, � fll r �,l", I -� ,, ,; . �. 4f .' ,�"",� , ,� , lii " ,23, ,l -I,S�11 i li� uf.�AL�i,I 1��I if ��I � " j'�`� L�I!l r l-, L "Jb !I l ll� ,cr I : 91"-;11�, - � . I, �r� ,'l III I , Of, I I 19 11 a � I � �,, _ IT '"'2 1 1 " . I I ,11 - I : I , ,, '4 ,i � ^ ;il. -it'��,"":, ,- "'IV �l ll W fl,� -- , I `I'", 'I'll�%�"�' '''' N " I L I : , ., "' � " ,I 10 .'k �,. , �� I � -f ; �I �� , , �f � l � . �;, , , rg�'�"'I - � : - 'r ' � f� ,,�� r .�lio�, il _ li iL --- ��,I I L I' I 1 ,, �-� � �:i Lr' . l ,�, i� �4-1� lr "�', - & , , I . l � � CONSTRUCTION DETAILS IUIND LOAD PATH CONNECTION DETAIL5 WIND RE51STANT CON5TRUCTION CONNECTORS CONNECTION LOCATION: PART NUMBER: NOTES: RIDGE-TO-RAFTERS L5TA24 APPLY TO EACH PAIR OF RAFTERS RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER s APPLY TO EACH RAFTER RAFTER-TO-PLATE RTI5 (USE WITH SPTH4 CONNECTOR) i NOTCHED RAFTER---0 � l: PLATE-TO-WALL STUD SPTH4 APPLY TO EACH WALL STUD RAFTER--� / RIDGE— 2ND, FLOOR WALL-TO-IST, FLOOR WALL KLFTA OR MSTA36 APPLY TD EACH WALL STUD RIDGE — \� HEADER-TO-JACK STUD LSTAI2 APPLY TO EACH JACK STUD \\ \J �% CRIPPLE STUp-TO-HEADER. ftT3 OR RTI APPLY TO EACH CRIPPLE STUD \ / I SHEAR WALL HOLDDOWN ANCHOR ADS5 APPLY TO EACH SIpEWALL END WRAP UNDER DOUBLE SILL PLATE IST- FLOOR-UNDER-SILL PLATE MSTA36 OR RSI6-R (USE WITH 3" SQUARE WASHERS) TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING USE THE FOLLOWING oR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION, FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, O PROVIDE 1/2" SPACING �� . RAFTER - BETWEEN THE END STUD ANCHOR BOLT CONNECTION AND THE HOR BOLT 2 OTHER STUDS ANCHOR BOLT CONNECTION FOUNDATION 516"MAXI UM SP—ING CONNECT CORNER STUD SUPPORTING MAXIMUM SPACING FOR ALLOWING SILL PLATE TO FOUNDATION RAFTER O HOLDDOWN INSTALLATION TO TRANSFER SHEAR CRAWL SPACE ORFOOUNOATION + sroar 7z^oc / FASTEN WITH l2J 16d SILL PLATE TO FOUNDATION 25TORIES 36"OG o CRAWL SPACE OR FOUNDATION o COMMON NAILS 6 6" O.G. LL BOTTOM PLATE TO FOUNDATION 57"DO TOP PLATE WA 1-2 STORIES TOP PLATE —@ BLAB—E WITH / ��\ � . USE WITH 3x3 SQUARE WASHERS WALL STUD 0 SIDEWIALL �j ENDWALL (USP LBP658 OR BP583) - WALL STUD 0 TYPICAL RAFTER TO WALL STUD CONNECTION ALIVRNATIVE RA TER TO WALL STUD GOMMEGTION SHEAR WALT. CORNER CONNECTION \ 2ND. FLOOR WALL STUD O KING STUDS - > — 2ND. FLOORPLATE ^ CRIPPLE STUD— \ \ \ SLIBFLOOR RIM BOtiRD -0 .-\ HEADER — WOOD JOIST- -O \ Y� BLOCKINGWOOD JOIST R PL \ \ ' \ IST. FLOOR. TOP MATES JACK STUDS � – - -'J / \ \ GIRDER/HEADER ^�plVl ,\ WOOD GIRDER —0 � WOOD JOIST— (D IST FLOOR WALL STUD TYPICAL HEADER CONNECTION )DIST" FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER _ TYPICAL MULTI-STORY CONNECTIONS IST, FLOOR WALL STUD � IST. FLOOR PLATE �. SILL GASKET SUBFLOOR < i \ TERMITE SHIELD WALL STUD RIM BOARp "O�. � WALL STUDS � pBL. SILL PLATES— WALL BOTTOM PLATE ` BOTTOM PLATE—�'-0 /�\ SUB FLOOR — �\ DOUBLE SILL PLATE - � � lT0 OVERLAP JOINTS) BATHTUB — / DOUBLE JOIS © T --0 \ DOUBLE JOIST— FOUNDATION WALL �n FOUNDATION WALL o ST. FLOOR TO FOUNDATION CONNECTIONS �Q'".SILL PLATES TO FOUNDATION ANCHORIt. DOURI E JOIST FOR NON-BEI NON-BEARING WALLS 4' SIN ., DOUBL� JOIST FOR UNDER A BATHTUB �o bF t Y �A1T U2253q i�". f _ _ FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: WIND GENERAL NOTES -).RIDGETO-RAFTERASSEMROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4"x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE - When a collar tie is tired in leu of a ridge strap,the number of 10d common nails required JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT _ CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL:3-8d COMMON EACH TOTAL SQ. FT. OF CONST UCTION TOP PLATE 10'WALL:4-8d COMMON RAFTER TOE-NAIL 1) the informalion will tin this set of construction dorutneWs is related to basic design 2) RAFTER-T0 WALL ASSEMBLY: - -- --------------- - PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND intent and framin details.The are intended as a construction aid,not a substitute Lateral frarning and shear wall connections for rafter,ceiling or truss to to late shall he in CEILING JOIST 8'WAIL:3-8d COMMON EACH DESIGN CRITERIA 1995 SBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL 9 y 9 P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters TO TOP PLATE 10'WALL:4-8d COMMON JOIST FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES State building codes.The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 60 construction details and procedures to ensure a professionally finished,structurally the to the wall stud with uplift connections.Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM-SBC LAP _NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE DECKS 40 2).The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM-SBC LAP NAIL ATTICS w/o STORAGE 10 meets current federal,state,county and local codes,ordinances and regulations,etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/ STORAGE 20 These codes are to be considered as part of the specilications for this building and accordance with table 3.3b.When wall studs above do riot fall in line with studs below,the TO RAFTER WFCM-SBC END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 should be adhered to even if in variance with the plan. studs shall he attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 accordance with table 3.3. TO RAFTER 2 ed COMMON END NAIL 3).Dimensions shall take precedent over scaled drawings. RIM BOARD ROOMS (SLEEPING) 30 DO NOT SCALE DRAWINGS). 4 .WALL ASSEMBLY TO FOUNDATION: EACH END ( ) ) TO RAFTER 2-16d COMMON END NAIL STAIRS 40 First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift - -- GAURDRAILS (ANY DIRECTION) 200 4).The designer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: responsibility for construction coordinating with these plans,nor responsibility for foundation and slab-on-grade,15 inches in masonry block foundations,or lapped under - EXPOSURE GATAGORY NAIL NAIL construction means,methods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION precautions andprograms in connection with the work.There are no warranties for a bottom late,3 inch square washes shalt be used with the anchor bolts.Anchor bolt QTY. SPACING P p q (ROOF - FOUNDATION) DETAIL PAGE +f GENERAL NOTE PAGE specific use expressed or implied in the use of these plans. spacing is to be spaced and sizer)in accordance to table 3.2a.In addition to spacing, TOP PLATE TO PER FACE NAIL P p P P q P 2-16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE:1 1 NAILING SCHEDULE SEE GENERAL NOTE PAGE 5).Refer to the Window and Door schedule for exterior openings. comers. TOP PLATES AT 4-16d COMMON JOINTS FACE ! EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE INTERSECTIONS EA.SIDE NAIL 6).The General Contractor is to ensure that masonry or prefabracled fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Th/pe I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2-16d COMMON P PP STUD O.C. NAIL attached with Rd common nails al 6"o.c.at the panel edges and 12"o.c.in the(meld,and 7).The General Contractor is to consult with the owner for all built-in items 112 inrh gypsum wallboard on the interior attached with 5d cooler nails at 7"o.c.at panel HEADER TO 16d COMMON 16"O.C. FACE such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2-16d COMMON PER 2x4 STUD END 8).Wind load requirements shall be taken into account dwirrg construction. PLATE TO STUD 3-16d COMMON PER 2x6 STUD NAIL ----- 61 TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Ty,e 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate PER FACE NAIL PLUMBING RISER DIAGRAM FLOOR JOIST,BAND.101ST, 2-16d COMMON 1).1 hlength adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE:1,2e General Contractor and Mason to review plans,elevations,details and notes to __ determine intended heights of finished floor(s)above typical grade. 7).INTERIOR SHEAP.WALL CONNECTIONS: FLOOR FRAMING: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when -- 2).All footings to rest on undisturbed(virgin)soil. NAIL NAIL interior shearwAls are used.Sheathing and connections shall be in accordance with JOINT DESCRIPTION. . NOTES 244.2 and 2.2.4 respectively. aTY' ��#����� 3).Provide 1/2"expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: concrete or masonry walls occuring in exterior or unheated interior areas. SILL,TOP PLATE OR GIRDER 4-8d COMMON JOIST NAIL Header and/or girder connertions shall be attached with uplift connections in accordance BRIDGING EACH TOE 4).Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table 2-8d COMMON FIRE PROTECTION be installed with#4 ve-bar,18"long at 12"o.c..Use approved epoxy for installation. 3.5. P TO JOIST END NAIL BLOCKIIJG2-8d COMMON EACH TOE (SMOKE < G02 DETECTORS) SEE FLOOR PLANS 5).Unless otherwise noted,all slabs on grade to be 2500 p.s.i..Concrete to be 9) CATHEDRAL CEILING ASSEMBLY: TO JOIST END NAIL TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Where a ridge is to be used as a structural beam,the rafters shall either be notched and BLOCKING TO: 3-16d COMMON EACH TOE to be minimum 3-1/2 inch thick. SILL PLATE BLOCK NAIL ENERGY CALCULATIONS RESCHECK 3.5 RELEASE I anchored on top of tile beam or slope connectors stroll be attached to each rafter-to-ridge _ _ along the open ceiling part of the building.Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one 3-16d COMMON 8x16 cast iron foundation vent for every 150 sq.ft.of area. attached with tile above requirements. TO BEAM JOIST NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA wi--- -----.-- -- ----- p`' JOIST ON LEDGER 7).Dampproof exterior of foundation with bituminous coating as per section 8406 of _-- DECK AND COVERED PORCH NOTES:OTES: 3-Bd COMMON PER TOE TO BEAM JOIST NAIL GROUND WIND SEISMIC FROST WINTER ICESHIELD N.Y.S.Residential Cnnslrrction Code.A 6-mil polyethylene film shall be applied over 1).Unless otherwise noted,all framing material to be#1 ACO pressure treated lumber. BAND JOIST PER END SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvinized or stainless steel. TO JOIST 3-16d COMMON JOIST NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be(2)2x10,bolted to each post will,washers anBAND JOIST TO: PER TOE NAILd nuts. 2-16d COMMON MODERATE SLIGHT TO SILL OR TOP PLATE FOOT SEE NOTE:1 45 LBS. 120 B SEVERE 4 FT. NONE Girders on concrete piers shall be anchored with proper steel connectors anchored TO HEAVY MODERAT C _ FRAMING NOTES into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. ROOF SHEATHING: 1).All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3) Posts supporting girders shall be anchored to a 1702"02"thick concrete footing. JOINT DESCRIPTION QTY. SPACING NAIL NOTES ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Edition Wood Framing Construction Manual. Use a minimum 1/2"dia x 7"long anchor boll with washers and nuts.Footings Shall ---_be 4 ft.below grade. STRUCTURAL PANEL 8d AS PER TABLE 3.8 SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 2).Unless otherwise noted,all framing and structural wood material to be 42+BTR. WFCM-SBC _ AT PANEL EDGES SUPPORTS IN THE PANEL FIELD Douglas Fir. 4).Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: 4'PERIMETER EDGE ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 6"D.C. SEE NOTES: 1,3 3).Floors,walls,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minhiunm of 10 inch flashin shall be installed between the building and ledger. NAIL NAIL INTERIOR ZONE 8d COMMON 6"O.C. 8d COMMON 12"O.C. SEE NOTES:1 (BOTH FIELDS) otherwise. ) g g JOINT DESCRIPTION NOTES _ @ °� NOTE:2 FOR PANEL FIELD Ledger to be fastened to building with 1/2"dia.bolls with washers and nuts QTY. SPACING GYPSUM 7" O.C.EDGE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4"O.C. 8d COMMON 4"O.C. SEE NOTES:1,3 where needed. °� �° 4).Unless otherwise noted,all bearing wall headers to be(2)Zx10#2+BTR.Doug.Fir. 5d COOLERS Bearing wall headers to have(2)jack studs and(2)full length studs on each side of all _ WALLBOARD _ _ 10"O.0.FIELD NOTES 6).Concrete piers shall be a minimum 6"above grade. openings.LVL headers to have(3)jack studs and(2)full length studs on each side of WALL SHEATHING: openings.Bearing wall window sills shall also have(2)window sill plates for 2x4 wall 7),All joists to be supported with hangers and anchors. Each Joist shall also be anchored - THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. openings between 4'1 and t;'0 and 2x6 wall openings between 5'11 and 8'9.Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL NOTES and blocking where applicable. QTY. - SPACING_ 1).For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 feet on each side of the roof peak, 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 the 4 foot perimeter edge zone attachments required shall be used. 5)-All tush beams/Iheaders to be installed with heavy duty galvanized hangers and -- - --- - ----- PANELS WFCM-SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16"OSB 3"o.C.EDGE 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to rafter/truss framing memhbers with G>0.49. 6).Double up Door joists under walls that run parallel to[hefloor joist and under bathtubs 1).All water supply,drainage and venting to be installed as per N.Y.S. Residential __- 6d COMMON For framing members with<0.42<G<0.49,the nail spacing shall be reduced to 6 inches o.c. PLYWOOD D 6"D.C.FIELD Floors to have ceramic file installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C.EDGE 3).Tabulated 4 inch o.c.nail spacing assumes sheathing to rafter/truss framing members with G>0.49.For on plans. WALLBOARD 10"0 C.FIELD framing members with 0,42<G<0.49,the nail spacing shall be reduced to 3 inches o.c. 2).Verify septic system with lire Engineer for Suffolk County Health Department approval. LO7"�I� �� I�I N G 7) Provide blocking/bridging in floor joists at 8'D o.c..Use solid blocking in floor joists �,J -- -- under all bearing walls. 3).If wall studs,plates or inists are cut out during installation for afhy plumbing related work, NAIL NAIL ,vide adequate bracing and hies In protect and SeCnrP.111P,SirUClm(e.Verily with the JOINT DESCRIPTION NOTES p q g p p y _ QTY. SPACING 8).Provide insulation baffles at eave vents between rafters.Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6"O.C.EDGE WALL SI-I EATH I N G_REQUIREMENTS FOR WIND LOADS: needed. 1"OR LESS 8d COMMON 12"O.C.FIELD NAIL SPACING NAIL SPACING AT INTERMEDIATE __ _HVAC SYSTEM NOTES SHEATHING LOCATION NOTES NOTES: AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 9).Unit,-.-otherwise noted,all roofs and walls to have a minimum 112"thick,4-ply Fir 1)_Mechanical subcontractor is responsible for adhearin to all applicable codes and safe( CDX exterior sheathing grade plywood.Plywood to cover over plates and headers. P 9 pp y 4'EDGE ZONE ed COMMON @ 6"O.C. Bd COMMON @ 12"O.C. SEE NOTES: 1,3(BOTH FIELDS) requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF NOTE:2 FOR PANEL FIELD 10).Unless otherwise noted use 3/4"thick T&G PTS Fir or Advanlech plywood subflnor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. INTERIOR ZONE 8d COMMON @ 6"O.C. 8d COMMON @ 12"O.C. SEE NOTE:3 adhered with PL400 adhesive arid screwed to floor joists.Finished floor to be installed equipment supplier. over subfloor as per manufacture's instructions. 1).Nailing requiremer is are based on wall sheathing NOTES 3).1 IVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6"on-center at the panel edge.If wall sheathing 11).All bathroom walls to have 1/2"thick moisture-resistant sheelrock.Garage walls and Contractor and owner for final review and approval. is nailed 3"on-center at the panel edge to obtain higher THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. ceilings and over furnace to have 518"thick type-x sheetock.All other parts of building -------- shear capacities,nailing requirements for structural to have regular 1/2"sheetrock.All walls to be taped and finished. ELECTRICAL NOTES: members shall he doubled,or alternate connectors, 1).For wall sheathing within 4 feet of the corners,lire 4 foot edge zone attachment requirements shall - ---- such as shear plates,shall be used to maintain load path. be used. 12).All roof with a pitch less than 4:12 shall be installed with art Ice&Water barrier or 1).All electrical to be installed as per N.Y.S. Residential Construction Code. approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2).When wall sheathing is continuous over connected 2).Tabulated 12 inch o.c.nail spacing assumes sheathing attached to stud framing members with torch down type material over. 2).All electrical work shall be approved by a qualified Underwriter. members,the tabulated number of nails shall be permitted 6>0.49.For framing members with 0.42<(3<,the nail spacings shall be reduced to 6 inches o.c. to be reduced tot -16d nail per foot. 13).All sill plates and wood in contact with concrete to be pressure treated.Sill plates to 3) htstall Smoke detectors and Carbon Monoxide detectors throughout as per section R317 3).For exterior panel siding,galvinized box nails shall be permitted to be substituted for common nails. be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S.Residential Construction Code. ?v* 714p INS 0223�q . ��opt »o rtlem ��^ n'ze. P,T,+'s"�,n�"", "%-Eiii1. .�,rTn'rY ?' T^TrtRTii "Trr",pr^In,'-- :f+4 .`,,:I.�ml??ri5F 'mlx Ar.,. l' .... . , ...:,. nr ._ m , `A't-,., .,u,,.n,,. r5 ..,. y N^'= . a. 4. r' 'r:e'Mrm,b. V '!Yr' '�_ Jnwr,I ,r^h?- !NM'vT'}F', _+vy+ e,T T,,E s na n +wm 5•y"TMT-stt.4a'•* . 'R 1 MM'7>,'V "� r,,1 +hT r A l i'9dT" n v 1`55'4 - ru', ..xn=^'n- _ ,,', .- ,c u,. �.-., .-,«,w : ,s ,,. ., m - u>< ,"`P:1 {'�o ,,. ., - 1 ,r.. l.,m .„, ..,m :, ,.,L; "+ 7 !. -knT"n".. . ^�T?` .'Srt!'"' .¢.,,. .. _. - $ m r• 'on,, t . . .", .� v „ !k: .r .:`� E, .. „M+°i"` ._ r 4a ,l .r a L. r .: r i ,:, " ^"w :P.",f?gF', 19"I ,! -, .w,,, ,, , r o- .., .r. l _. ,I. ' ': f _, a. . s,.. . r- _ a, ,' n.l . :,.I .;l ._(,. .n . a.` .. .. , . ,, r, ."" a N' 1. , -0,F . , n i': "4: ._ 4 r .. .e, L I ., . ,. _ r, -r, , .r :N. I rr, ., 1,1 _� r d u_ . .r : ie: , r .r ., d. , - r. . .. '.F' 1 ....r. r. , .� + n, „rr . „ X ;" 4, a w { . LTi VI -,14�+n, rte, ' S , ,n., ..r. r - ±v}�' 1 - { 1 - . .,., � , ,._. , K�.r..,l" b, L 9v .r. _ / + V.rr .4 e. -. i rA .., L.,- ,, n .-„ v I. e v F 1 , I K �.hr :{• s - a ,� .Y. ,. , - r 1 . .I ..r �' I. r „� 1 " v .a o ' V fr i4p�. e'S ,.. .. -L., , n. ,, !� ., -. ' , 4", n . -. f. M1. .. .,, , 4 .:. r,' .. _ .,' .. .4 Vd i s- fi',. A .., . -I, v . .:_ 1 ,r . ". .4.,_ i:'_r .. r ,. b ' ..p, .,, 1 - ( .. , . . I,Yv Aurae- J h a f - ,. a: r d: , .,. -" - nq u .r, }I. _ _ v „ , ,. .1 ' ..,.,} l', n ,_r r. .e .. : ' , r _ . .. ,-, , ., . . ., ',IA _ .: . . . �r.r.. -`l ,. ., ,..__v,.r 'tn . :• 5 - d w y d r I r,T _ 'V S ! M I' I! .! 1 ....,, - r . : . , s I , : '> al . n r, ..� - .v -,i ,: :_ �., r y . .�i, .' .I, 1 , I ' ,'. j t Y.i :, ,, .� : ,_ - .. ( .:. �r rS I -n . .: .,r, .; _ 5,.:� ..._rah '+r':., ...�r�, *+., r•-:w.^:..� -.,,, ..5, , �. ;. 1:, 1. . .�, �, ..r t .., ,:,:) _ � - I I 1 I _ . . - _ �' 1 :C I; i, c' .. - �1 I 1 a I' ,1 ,yl 3'd Y ., II .. ry I. I _ : , -.ter_,-.�„ ,-rr - ,r« .:,.- .J.n,r .r-++d,,...-5;wr.,_..-.Ir-+,+e-.+r, "�,f�y`^- . lf+'!-t .':':4a.!Wv urn��r.w`.L.:.a.'.,.,rp Sw.:,�r, ""nr.r .".*'..+r - �.'...r. : !:M� ..yt , I++ *r � � ' ,' 11 r�, : :mow.-.,--...+:�r..�..-.i -����____ .T-....,�. +'- .....n;w;;Il ,r.,. .'..,,l -Yr ,•+, 1 . ','n',Icr' (..�', r .w .,A, ., 'r , . .. „ _. „ _ _ 1 . . ry d .`' ' I', ' 1..,.51, ., r -i • , e ,1. , 'I. ,. .1 J - - - '1 ,',, 's , ra., ,. ,-, ,, . , ,. r1'.:;u=_,.l:L .. r+.r. Iws.S,� _ ..h-r ...+�.r. w+'++fM. '^�`;'IT' ;. ,Pr r'+`,r rWr', i t. ,.:,r y.,_ ,,. :, r ,.,,?c,.3t ""IfY` hl.-r„ -( rzr ' :�i*`1^ 'f„' _ _ L, 4�, .-u l� „a,4 a, i ': pl', r I' a r - _ k k, 1 I i , . - .', I, f44I1 .I', II � , W r i � ' r f 4, I-, ., ,'. „ 1 . , ,. d ,..A a . I s . I .:I`,:r a" f. f d�,i�ggs,= +� :: ; ±.. - S i, ��, ,.. .r ',,1 1;; ,�,. _ , , , ,L . 1 b'X:'Yr'Ip d FlWM' _ w.'' -. ., f . - ' :' ' ' ? I :, ',Pt�! M tO`poOR9 -ii I F SA,:;- - '';i� 'rl s I I. 1 rl 5 : ' t;, . S 1 i' I .r, '' l I I 'f,; _. , ''§ " ' ` .� �S 1. I � �', I III '1 pp p�1'�".tuF*o Ikl'I'O:G.',I I 14^7y11. pr ?' 115 n. y 'I -r I,' I 1' "a' a'd " ] 1 `, i '� y" `�`'^.,>L'l- ^':'", I: '.. . r&�. N'n�'-I 4l`I I I. ; EN?,O' Zy III ;I,I I p A dbNG 9WN9 I j � z wig �' , �. _ _'pl. q,-'a WALI'MI�"�' I I I I II 1 IF I V 9 �� ! I lI�1 6 1' e P. ''"rtra� �r : � A -„�� ,-,r}_ .,.,F ,y: ,.,,�"-,.a.-.-r-- ( i, KETfit7R �_...__� .. _ ___��/,,rr �'�'r 7 ' �_ _1 `� 4 1" 1, - -- � ?I I - - - -- - -- --- - r m * i _ - :� - - - ^^ L r ^ " - I I� I __ _ _ �. , , . I wl2'x r fi� ':I F hll k`se i IT I f - J I - I ' , "l �: r< �' _ : I I hi ,i I, Ji I '.:I fr ( I. I I I _ L..r_ -- ^ i, `i- iv " 1:. - - b ;, '1 i' r : 1 R II , I ' �+ n ' .I . ., w ,. v' t1 I � �� L „ , p� r NAI I ' 41 1[:. , . &'- '-10.. b'.Q '1,1 1(` . W s ' _ _ i - ,r I' , ,,: _ " f I, _ 4' r, I „ II , t . :r.'f „ .I . I: ' ''I . ; 'llj'9'T,11 FRQ,'2 ?:'-,; Ilr�if ":- '1, ...,, ,' I : _ - _ . ,F' i,.11 "i "Y , - I I ' I '.l r - I° { ,I I, I - 'I ""I '� 9 i ! it - r I I I i0** 9+1I 1 1 ' ^ I��� 'r4 7 _ I � ' �.. '+„ 'I !'1 I d �' 111 F . r N, 5 L „ s # Y I Ig ' 3 r s K 1 I'. II g1 a I - 1 I I' I ' I b r I r. - y.. _ / Lq� .. a1 Irl .. L. _ ( ,r O' llh-I I 1. I . i ar 1 .,.,,•F, - , 'i ,_� „ „ ' - i, , . . 1.,1 _ 111 :� , r s >,r. . l I G6 IL' F: ': .. I 1 fi 1' �, :I I. 1 1. - F y, t I'- I' I I t I 111 Yui x, t I'I l k L �t , ' . I r 1 � 1 `I+' 1 1 i' �__'_ F I I x'I I I I ':� 1 ,I i �tcicMbD 16;1 c,E I I , 6f ; t1 1 Ir I en:4 Rena sTp 1 5 I Q y f- 1 `I J " Xrb7 X18 Si�1�G°i�6 +K I I I I, Thr' {, I I OS '".b. X. I` 1� I I .i . y __ GOt. C1YR)' I I l� I y, -' p 7 I r SE F _ _ �. . r I T I 1 F , 1 d �, , .. n r' I=',.,r 1 h __ _ - :.,, I- ,,- r . .+. ' .r -,;,'.1..... ._ NUI4�X" Wr ,:'X> L, _ z . -,,,�..,, +`++kx' ,,.}:r _� .a:w-1'+s. - „ . , 1 ' 1, le , .;� .. ..i:- qy 1-z-i"yr ..:.� ,hl n A X . It � 1_ ._V ,FBF 1k 111 I - - t _ n '..M ., 1 "r t - I. I , . . ..r ., 6 I' iI , I, I I „ . _ 1 I ¢ i ,i' I I .' � I 1r � . 'r f - - - . , II rr 1' I °i r i}-. { ,. t' r Ii "r I'' I 1 •I r. r 1 _ _ - I 'II 1 ", I'I - - r,.` ', „. 1 y, t" I e "h." I BF�A4E 11. ;i II , I`r I 1 �`I L. , 1 � � _ t , e . 1 +; r ,� I t � 1 _J �, n' IF �f.•_,: 1 _,, .ry,- 'r orl .A ...' - wk... _ _ ..,w' 2++4 ', �`* 'i .,-h+*ir-.•.w` . r, ,A+d err-r rn. ''aM„'� Irr'=.4m r^�r>,,�.-�' ''f!M ' 'Sr. - .. _ '.,. _ . : : �, `s' „ �kF+^'- .r.`I`I'i 1M,b, �MM?Ir• `n+t . .'4'1'T,wi!!h. TI'. I - „ r ,<V._. . , ,., " k III, F1 Y„ .oV.MrRr++1+Y,'iY' } V'1 '"1'.{ •�f!1,' ^C' 1", 4Y.L - '4. Tom, i'S$' , r.. r YID _ _ 1 1 . . r __ w �'' �9 Ix� ` a �'' �;' { . > , I ,1,' r � A a j , 1 I ;., �? ; ' Nil P`' r) 4 i} 'Y -' d Yl _ I : �� p _. .a' q .w i� r 5Oy',,, 9 �i nlp v' , ..'�: i .,f , � � i r� , of , h �, .;ly 15' 1 ! i , "dn � i .. M1 ' ,p " r � , vt �, r- rl .. ,. I. . -; 4�, ' R c ' 1 ;, rFv---„ 1:' y 1.. : lbsa :'4 +:n„yr, r{ vr,,:r.,.,a 'S . - I 'xl:p "�, mss. rs. ":y-^r t-. - _ _ ` "k �, k 4 r ,r . b O u a h �'� 1 I' I- :, a N I , .. :.,, _ ,�,,, ,.,.. : .1 n:,.: . ,i: _ _ 1 ,,; ..., - ( , I;. ., .L - n".' - .,,,, I 1', I - !,__I. ray ',I , „ , i. .,n _, .� ._,. F, .-.i - ,f _ , .�,-m - ., �,._- _ - _ j�1 v ',r.," n . , , ::.q n, , . , .,. , , ,.r , v � „ a „ A, t ,. ,, . � a „ f ,.� i 1 : w 'Je , .. - „ . ., r ,. 1, �, o r .. 1�.. .,,,: 1 r: ,J : ',, ., , .1 _. ,, r , .. ,. , . . „-, w �, i. , �y X233 t "�, r ,� .r , . .. I , ., I,: .. Y - . r I" T, 1 xr . r � r .1 _ .J r r e _ I t a S. �. 1 e, n r ,. r ,,,., ., lu a „> : ,,.1 h - - - . :",, . . }' .. f ,4 1. :, . - .. .':' F 1 ,v � .r.. , 1 ' : - r . . ., 4 JA ., ', _� i ,- r .. e .. ,v.. .r i . , . .,.. � ,_ . ,. , r : ., ,. .. .,, , I it 1 ":1 1. „ r u n r., 1 I , rry_ 1 - ,,tt n,' " .- , a , , ,.� ,a�: u � _ �: ! , � .x i ,. : . - l r ., , h nra l ,. ., , _ :'J , �..' Y a ' 'u n :u° ..ry :.I '�+1,: . : '., .�.. , ". y, Yl . ., .ry r '., ,r. 5 .., l 1 _ r ,ay .r - if :n „ �, „ ., i ,- „I n4 4. -2 1 :' 'A N„ , ., ..Y, a.,l .,' ! ra. rt L. -. v r ,." I :!. '6 _� "r :. „r , , , a. >i ,I "1. . r , �.. r 1 " „ �: x. :G. .,.. 1., .c. r . . n. I, , r ..,., ' -0 r _ , -. . .. ., ._ - .� ;I«. r ,ti d�, , , , ,, 1 �,.._ . . - . _ I . r _, 1 . ..,. '1 ',4 .�.1.. n. r. ., a .. r . . k• M 4 i! ., i� r r, ,h' ...1 c„ , A .S .. . '{s - _ .5' ,� F ` -.m 1 1, . L : 1''- .� ..I ,I :„ .f., . ra .,, ,.,r i :, n . _ e v „ k .-, . i }: .. � R .1', n .., � ,.Il... ..e J .�.� I ro ., f n , n ,n .. „� i _ , �. I, .. /� �. n..6 ul, �'p . _ r rr.. .� a. , "Lr, 14 �. , r i , ] ,: .r .41,,, `Yu . . .� : .�: - i .. r ,. i� , '�li ':'"�':� � '� �,- ' r � �'�'� � � � . _ G , .I i.. n ., r ,. �I I�� v !1 1. .. �., r, „ � i, : � . r. , 1 ,x r L,i �, .1., :'(�' .,. , ,, ', ,._ .� r x ., - iir, I , „ A �, ..� .. . w s ,.+ _ 3. r'J In :"P :4 ' . . .9 : . .,r. ... . ., ) ,r N , iL {i :.. . i.. . h S t o t d J . i - r + - 'r P , r.s' 4.. � }. a 1 .f L .•YY' fi j) 'kY udw E, rF 1. ''} -I I., Ss. '4, k - r) , I,f i 1 1 ( ' i� ,k , . i' f r ,a v.,. ,. r .. . w . , _ _. � . 1 , �- - , .Ff x ., .r x 'u n x. _ ( r , , .. v, _ 4 '. � .., r ., .. r ... -. it a. n,X ,_ .. r1 r-. r � r v � . . ,_ .: d� .., r. vn.:, "Y. � i I, v .. r'. V r , . � 1 n ♦ , �. v . . , , _ � i � a J,. 4 v r ra '.,.M - f�i '_I �. � ,.. I a, , . . a i, i [. i n. . .�. :3�� a .. ,C_, r� J _. : + e a .:_It ,, r ,..1. A ( : +.1 .n . ., _, .1 r,„. .. i 1. J ,... , rv, 1. C. 3 r r1 . 5 , I i. 4 n n:,,ul n ,, c -,. r _ , �. t . .�a , �i� .I / ,. ry i. ,.r n Y 9<.. � ,... l .M. . Y. t ,C _. A . - x , f, P 9 Y T5 _ ,7 a . F ,. ry � � ..] v ��, ' 1 ( ." � :.,� ! "„ R{` .A a , A h .r-,u .. -r. . . l �� , t _,r ar; -.F . . r ., ,fi , 1 ,fir LI' 'j:',. r r , . _ d4 n , ar_ T , .,4 " r. f. _ _ _ r� . . r. S _ ., n - I a 1. _ " i i � i. �.� tl _ i. _ .. . �.» � ,... . : , _ - v .. .. . ,. fT. n , ., :.1 .a r , IA.e 3 .. ,1 :},I:' eM1.. " i'i ', l l ,. r a . .i .' , e x .. .. I 4 u r .: ., iii _, � ,.:r ' .'.t A r , h , r ., M �.:.r r f . . I _ ._ , : , -. . . „1 a �n i w � .r ., .l . ., l .. : ..r.. . .. . .,.' , n , R .v : r a : " A .x I .. ra 'In "1 .r.. .t . c . ,. - .Y n ,., i l .. SIL . . T :. ., r .. r ,, .� .. A .. , I .R ' . ,l6 - ., r r, 1 c ^i "� "� ,- I ., , I 5f �r 1. � , ,:, ,, � , .. ' . �. .-'".r.. , e., :� ��. ,, ; �,.;�; ., - , ;.:. ,.;_' �: ,:..,'„ rI, .:: ,, rl c'. J.,, . t . r r y. t . ,,, .� - ,, .I , v 4 , �' 1 L. . �. v. Y X : c , „ . .. ., .: r .il 1 j i .- - n - r .. ' 'l:', N ��.. . . , M1 1 i r� 4 _ � a , n {{�} .n ._ _ r • {A .. .� .a � ,:I I r l. , 4','' i . . v W. { r 1, - ' - .. � . . .. � - . . _ . , ., . 1 ._, .An � ., .. . .- ,, . . ,, . :,: I, r � ., _ _ I. . .., „ § � i , . ,, , rhe M , .i# ,, h, r. -. r .Y,M _ x 5 ., x . . _... _ _.. r f. , n " r: n. , ry r ' V ', .- . : ,. - .,, a. ,vi, _t, rWl Ni x . i" as : l a .�._". Y{u...fu�-.-,�,j.. ..,xr ' ..,. .,, r.._, 7, 5. . , 1 .,,. ., ,.'G' S.. ,.. R, .^� ,.. ,' �„ � '" r � � , 5 I E ., ,, ( r A. ,.r, :,., s, f d .0 ,<. .. _„_S AI�k. r'L._,,, .,,, . . .�i[J_6 ,. . . ' _. I. � .. � � 'r.: .kx .. . ,., _ I _ J ,s ' e _r _, .., .- ,, .. , .r. . ,' .-I+ . ,,.,, .., 1. e,. ,� , .f.. . 'E v; ,e.._�..'�...wrd:.,n ,.,-.,,' ,r«,.�G. , r YJ ,wM1�''pp:'A a r ' s.,,.,.all,.l' ,4 � ,.�r '_ .roo-r .ire, � . '�', SCF .., ,1 g, ,, ,r Y..�'�,_ s.' ..,...,. „�f�k�`..s_r,7+�4... .,:u _,,,.,,�F.�t4_. ",'�:,;, r_.�«�.i�•a .., , � .. xz r"d'6:�r 'S'�PI.L�&+?5C`r3,9 �"�' �x]w., r, . ,," :v"),..Jm,�u.n„�,r'�' ' '1°" ..,.� .-. .0 - .,._ .'.P�`.,. , ,�:.,�., �_.. r,' I i II0I-21l4" _ -10 51167 I 211/161, 6;-10 9l4" b'-8 V2" 5'-11 3/4" -5 NW 5'-I 9/4" 12'1 7'1 101_0° 2840 b 2640 I ELVES SHELVES SHELVES (2) 2' x 6" I r -------------------------------- '± - 1040 1044 b;i -1O" 3; jn 5i-7n 3i_bn 3;:4n 1 7 r 2040 2640 Q i _ 3056 Sb C (2) 3XhMICROLAM 23/4X I/2" 14 1 (2) 313/4" X q I. 4X q I ____ O I b ;z d X �-. 1 I 1,61kYF18Y P w0 SG�»uED PORCH z Z1 �0 +9 .1 ' X OININfi11POOM T IEI i 'I R y. ^ I ,D W 1 x x (2) 3i4^ x la' MIGROLAM RIR - � d Q P X969 a 3 x i A V I POSER m ® d g 'Q ON 4" GONG SLAB W/ d. I ry y V ty MUD WQOMKHM 6-O° GL6. qQ PITCH TO/10 411l m [ 7 Q v ' ( z S 5" z Qp V R 7 \ \ - - 3060 NA11 Q _ _ry i �_ � __ ___ RE - ^^ . c -___ F V POG - r TJ — _ __ ____________-_________-__ (- (2) 1314" X I/2" - "ry 6070 O.H. QARA6E DOOR 80'10 O.H. 6ARA6E DOOR v¢ e {� -�- e ______rT„_______T-1____ __ r (9) 1 3/4" X II 1/6" MIGROLAM 3) 3/4" X II 7/6" MIGROLAM aA R ', 10'-"1 3116" 10'-II 5/6" rl I ON " III I I I I t _ 1 II I I I I I I I 'P m� ---_-- = i- 1I ' 1 ------ IJ 1 yr -I i-_____, o 1 6'-II. 316" 12'-41/6" 1 ' 1 TT---- - T 14" T-11 PRO 26 -ib" O.G. I I I N & rL44RJOIST I I d) F QI,# - --- � ------� �egialil LIVINBR00M� 11 HEM �1� 4 � I I µ+/ ARV'OeTH FIREPLA[r£. I 14'" TJIF'R'O Rlf4'-'16" O.G. STONE FINISH L—__'_,- I II v I I I, rtl lI 16'-0". L I 2.3^ 4' 0° 64I�; 6.1 m —� IT _ U3 -- I 6 I - TAT— m m � UFO] ARCH 5EhTH 4 I 4''6" LINEN CLOSET- -. ' __ 11'-6 CIA&' q'4 VI6" j m I Q a 3056 c TJ-s o=o c= 6066 9L ry I I m (2) 2060 NAI 1 I (2) 1 3/ " t q 11'2" -u _ - F ' �� ��� 1 0" e'-0n 5,-0�;� 'v b;_511 —i— I --T -----i i—� o-� r----� r----- i 1H �` � gl� 0206 4 QC Q I I I Iml �C I § X x ----J L 1_J L----' L ---- 174 1BATH 01 ____ it x. Iq'�O° .� - I m 1 1 I I I X m R.i 0 I I I ( I I I all 0) 1 $14" X_a�Ill� MIOROL/tiM ��-�� _ I , 1W41 I I I I I (4) 2620 2490 1 - � , ON ---^ -------- —J Lis 411 v� ", 1� I R5T F L 0 0 R FLAN b�gsQ� �wscyly�� _ SCALE I/4' I'-0" T U 2334 °� 1 101-5-1/2"1 29,-6 �, � �� � , �., } J2 4.' OR NI6�w 'x_231 7 L IJ -7 it ,II Cf 14 2636 258b �V Ila r7 j!!t!Ij!!jtft' (2) 1 3* 1* W1314 X il 142' "o L& 4'11/2" 6N--o I 4'-T 112-' T -'---- 2640 ———————— ———-——--———7-—— —————— ——————————— 112 liIlll�/4� X (2) 1 X q 1/2" WALK IN QLQ 0 j ATTI I z z ib A k' C* _ bftj., 2 1 — ;i, x 10',j 1/2" IA :r L) Z = 0 : Ill taw... ———————————————7—————— (2) 1 3/4" X'-1 1/2" (2) 1 3/4",X 1:/2 < � I I I I : : . �is' r—————————————————————— ———— — ——— ——— :A4 2636 77 IN It 2" X 1(2 q4-�C'-J- IF A. ) Z 411 Lill ai =BOW In 40 wx >; x *1 —————-—————————— N, �N Wmoo W-10i it L 04 12"61 1271:11j"�v (Z 2W ——————————-———— --——— ——-- —-----— -———————————————————------------—- A I& A, I ,IN SC -F Ov ,225,5q TM TUB Or 0, 91 L J* I T '77 77.m.7 IA L IT T T T COPF�R*oor fe CIL FIN F� -------------- - ----- U)m IT z it 1 1 s FIN,IST FL, ---------- ------ ---- T, T mt n 'L V T I T LU lc� j I IS KIN 2ND F4 ITM 7� TV-ilW !-fr Ist M ..Ljj Im 7 l�jjj 7-r 1. r, IT j TI R OWIP O i. T;T!- T! T, A II { I iI 0 J it qw PIN - ------------ ------ -- ---^-----_ ---------, - _ ---------- -------- ----------- - -- __ --------------------------------[EJ9 l � I i ---- ---------- ------------ ------- - ----- ! ---------- ------------------------------------ SPIN I�"-` p N'4 �RTH.. ELEVATION N la 'll 4i lu v � op ita — Fm v '4 III 4 LEE3 --- --- � I Plw :2NPFL �.-- ..� ' ..r::4:-;�.�- .� .. '-. �.�.-.;.«�_ �..,.., _-•� .,.�__.: _ _.,«�r-_ _ _.. � .- -- - ----- - y - � ' I r ,I i I .-EAE_ . S, Q '.UTH FEVATION r : 1 022334 - - - r �.,- { 2 x10 - Ib o.c. RR. 1$ RA TION AL.TPnivryTE - In" PD 'i5LYW00D �/ ' - ISN BIJILDIN6 RAPER 3O YR A9FH4%LT 5WIN4LE5 1 5/4" X 11 1/41" MIGROLAM RiPGE - 6ASLR BEYOND whbr 910ft WENT (201314" X 1$" MIGROLAM RIDGE 12— CONT RIDGE VENT ., YprP - 4 In V 7 2" X 10" Ib" O.G. R.R. 12 514" X 3" LATH 18" RED CEDAR PERFEGTIQN R-36 INSULATION 10 ROOF SHINGLES -'51 EXPOSURE I X $" FACIA - ALTERNATE - 1/2" COX PLYWOOD rONT'SOI� T VENT VVV I5* PUILpIN6 PAPER II TTgg ATTIC 30 YR ASPHALT SHINGLES P06R,LsAFIB LUNEd - ,, - :, - FACIA " < o R-3$ INSULATION (TYP) r 2 X 6 - Nr," (Q4. WALL 5TWP5 - C d y' TYWEI� HOUSE R SH - c`� 3 Id"-RED.GCCf" AIR SNINOLES'W/ Q - 51/2",LXP0S)RE' �' 'z :k ® ' In' PLYINPOD R-11 INSULATION (TYP) O 4i b DEDROQM iYri laA1.L d O 2" X $!' CEDAR RAFTERS 2" X $" - I6' O.G. R.R, - 12 2 X e" - Ib" O.G. RR, POG T IN ROOF < O 2" X"8" - 16" OC. G,J. Q 4 In 2' X B° - Ib" OC: G.J. FOR INDOW ��jj S �t I"'X 41' oeookk LATTICE R-21 INSULATION (IYP) fsy i/t 12 3/4" T 4 6 PLYWOOD � �c-��'p U B 113[�r� in GLUE ! SCREW ,4 __ z O 14" TJ PRO 250 - Ib!' O.Q. EJ, _ �10 (2) 2" X 12",CLAD W1 , I IND50Rome (21 I" X 12" GLAD 61RDER CEDAR 4�I W/ I" X CEDAR 4" TJI PRO 250 - 16 D.C. F.J. bEhD E42ARp I DOARD (2) 374" X 9 I/2" FOR WINDOW DROPPED WOOD GRID GIRDER POCKET IN ROOF R-21 INSULATIDN'(T'YP) , " 4' X 4' 10 SQ X q-0"c4jogn Roar MICROLAM "UNIMPORCH 4 LIMN@ ROOM _ / COIL AST- EM"A3/4 7 1 E{. I .rte T COLMAC"•A5T 11 PI�,YWOOD AFIOpANY COLUMNS m LrZABA6E SHELVES II TYVEK HOUSE WRAP STUDS .'1" X $, 16 9 G GGh DEGkA IN6NY 6'LUE 1 sCREH1 $ TH_I(.IK WA{,L INC A' I I 16' RED CEDAR 5NINSLE5 N 2' X $. 14 04 cc'A m I I p 5, N2" EXPOSURE ' ! d ., I ' I I 1/2.PLYWOOD '` - (SEE FL PLAN) a E A" GONG SLAB,K/ sins Stfe0c, URE Vlf (2� 3l x 61Ptlio FIiINl5f1 PARADE 14 TAI PRO 250- Ib ;O G P.J. WISH 6 X 6 10/lo WWM GGA LSbeER BO,A3�,1I��pp I I I 1 WY TECO CONNECT, R. INSULATION(TYR) H12 X $0!i51RDEW, I I Q = Q " I I I I m B° P,c. wALL QN m LJ LJ �WI2 X 50'eIR1MR ebrOND + L W 2"x a coNrnr6. (2) GGA ;14L. 8b` bl, KEYWAY ALUk't_T"Ift FLI*HINS ,y7 2" DIA SC7Mq[ 12° ©!A A IIIFj4T F' Pd . a 4" STEEL COLUMN M`P)_ I 2" DIY 50NQN6E CON, PIERS t") ' a" coNc SLAB W/ GONG PIERS mP), 5 E G T 1 O N I WALL bEYOND 6 X 6 IOAO HWM _ SCALE, /4" = I'-0° I DAMPPROOFIN6 I $"'P4, WALL ON _ — 16" X.$" GONG' V 20,X L4fl CONT KXYKAY "51-$" X 3'-6" X 112" GONG FOOTING MM 5E 'GT- .I ON � IK a ' 2" m �1 S/4° x 3 t ATtI" I$° R,ED CEDAR PFRFE,CiTEx IRC NNR@ 4f' '11 X z I' _ R4')OF QHfNGCE?5,� 5' V �} I N"BtIiLD1N9 P,4PLMx aLYWtion IiA r l 1 3/4" k II 010" MIGROLAM RIDGE 3O YR ASRHALT SHINGLES CONT RIDGE VENT CLLR �� (2)'1 3/4" X 111/6"' RIPee V 12 t4 RESIDENTIAL GENERAL NOTES �A 1011�f2,.� 1O� L All work *hall be as the requirements of N.Y.5. v - V - Bu11dl Code. I*en building In other•Jurlstrlctlons, 2 "X,8" - 16 OA. G. J; R-38 INSULATION (NP) varlattonq or adJvstments matt"Llae required, verify any such requirements wlth the loeol code. n/ _ - 2. These plans to be used In Eonju%tlon with the Outline Spars uF 2,1 X $" GEPAR R,AIF,TeRS when.provlded, , I=ago I" X a" CEDAR Wti"I'IGE 3. Assumed Sail &laning Capacity, 2 tonq/Sgft, d_ $" X B" -16" O.G. G, J. 4, GbncreCp t4 be plain, unremforceo, 3000 Ib - 28 day teat. S. All footings to rest on Vlrggln,und(stu0bed soli. 6, All lumber to be Hem. FIM.12 2 1150 P.S.I. unloose noted on I" X'6" FA(i1A plans I CONT"5OFFIT VENT T LOCATION LLYP DFAD D@P�T LIMITLIMIT " - SOPF?ITS AS REo'D. . .1 _ - FOR SAf-V LINE OF lot PI 40 LB. 10'W. LM60 l 'i SQ. X q'*O" (2) 2° X 12" GLAD FACIA 2nd FI (sleep Areal 30 LB. IO W. L%o R-21 INSULATION (TYP) "'R'*HACAST IW I" X GEDA '.p Si SCREENED _1_. : Attic Mon Storage) 10 LIP. 5 L15, L115W G47CUIMN5 bIRPER iv Roof 30 LB.snow 15 LIS. L/00 N n4�.1 alaPL h Gelling beams rafters have hi Cher snow be veedi for,storage attics and 2"'X6 oon 1 N INRf�P la", TJI Pf28 250 - Ib" O.G. F.J. 8 �k 5tIt QEnkegbrgdy Code, dform ated MarelY,199EIrIa4ny Code, plic bis - � L STUDS A 1 Y 6 In�ESSPCE SURE' S/4 .X(-4" 5/4" X 4" q. Provide smoke detectors as per code InN PLrWd7p M" l+h' MAHOGANY 10. All Madders to ba,(2) 2" x 6 unless notOd.oCherwiga. 1 DEGKII DECKING (2)2" X b" CGA 5511'LLH Doubls fIODr Dlgts under 'drallal tlCtvns II, nd AL TERMTE F ' 5 INS 12. Indoor design tomp. shall da max "12� for heated and min '18' I - - I � - - - _ - - In" DIA A. BOLT-4' OZ. for cooling,-Casae on table 2-1 In the New York State Enetgy Code _ dated I`Wrlh P14AL - '_ _ 13, All exposed Wgter piping and/or heptl ducts to be'Irmulatgd ' TJI`RRO W - Ib O.O. F:d, I' J - 1I 1 I I as er Sec. '7819 oP New York SCate F-n3rgy bode daCgB March I. Iqql. W12 x 50 GIRDER 14, All aonstruetlon I* to be In arodfdame with preValling codes ' I I I I 1I 1 id I I and standards 15. All windows to be Insulated glass. The 12"OIA SO L J e6t assumes no responsiblill`9 for the conotrixtion means. 2 X 8"L-'IP,°.O,C. GCA L DAMPPROOFIN6 16. and ld amenlnuenngcEilon wl% or pworkdutheraor f ar away Qpreccautor an D ♦� 1 4gf' NPTU�F- 50'RA11G'"�� of rchhonklblllty of fitness for a spe`G1PIk me eXprio"ed of Implied In lh6'ue6 '-,t6TE RCti " _ {g/ WNMNGPIERS.(7'Y`P) A JF b tett _W,CVM KEY2WAYG"O N�GNFNTI'B. 14. `q these Ian*. drd 9 �a ,LF.�W SCy� �'� me kV GPNGI W/ - 16' P ' trruatio . verlf all le drdwI before'stQrtln _ rletrLctl Dono alo wrtigs. Follciw, mens rls onl . Q • i - C, opt N t „ t� d `71771 7 7- -7 IF If 12 21, x lolt 16P. 04. RR VVVVV IW W�44%" PEPPIVOTI" LhcPL AL r r -LYVWoD IS elf; ;PA FRAMING NOTES so T SRINOLF6 I. All framing lumblorphall be grade.stomped VOUISILAS FIR- Larch structural grace no, 2 or,better,. 40k—r VENT CONT. VENT I p 2. All sheathing to be APA rated, ISXo9Vre 1, 516" min, thickness, , S. All subillooringto be APA rated,$TURP-l-FLOOR, exposure 1, T # IS 12 3/4 . thloMoos. All adrs,a pigwooI set an solid 71 2 blocking. Slue, and nand ot Shoots, 4, All headers W-Ond over' shall be Syp orted with double vinrightill q'I and ureas triple uprIN.All headers Shall be 2v X W 16" O.G. G.J. a min. of 2-21' x W or� CIS shown 06 drawing. FGi to ♦ 5. Solid blocking shall be provided for oil joists and floor booms R-5b, TION (TYI 4 INSULA is noted O'b'I o,6. min. Proolds 2" as per KI code Or a (0) 1 0/4l X 4 la,6 I" X PAI for air circulation in rooll.' P 1 01 114.314'Mll I'l 1/7 Mlopbu 06"IT VENT 6. ;1=bolo framing around all openings (SKYLI0I STAIRS FTCJ MIC OL� Rgay. or as noted 06 drawn a. 1 \11 '=, 7. All flush wood connect?,no shall I:le fastened with rated SA Ill't OF l:--=i 0 51FA < 0 go yet 900" or approved,I mixed metal donneI L;q 111 0 5. All III H004 corrections Shall las fostoned with rated galvanized metal ron"cl4f N 'I or, approved 0V 1, Q1. 1,10111 WI T 4 S FLYKOW minla. All 2- , 6`1 studs Shall receive ai-loo nalis, at sill and ZZ SLUE 4 S110rN plate. All ;xiorlor nails shall bogolVanizod. EL schedules Shall'be 4 alig C.... as a II- W 10. PlqHpocl Sheathing to be nailed with V 0 4' ox. exterior 0 Lj and 6:0 0 12" 0.1 l6tormaidlate. EZI edges 14';Tji 009 '256 - [Of, 64, FJ. WALL STUIPS it. All Interior and exterior firlithoo, flashing and watorpraI shall 0 be by Architect, fa-21 INSU4AT 116 IRVII05-7 422-75" �Z, 16 Q��INSLI W 12. All roof rafters shall I" attached to the Plate and stud with ION (I 5 111 expCIii gitilyonized hurricanetilpa connectors b4 "TECO" or approved V) wit 11 Tit rm) PLYWOOD quai For tin'lloor pile foundations, provide hurricane clips at all Z D perimeter joists to girder aq!mI E=4 01 15. All pre, engineered lumber shall be TRUE JOIST MACMILLAN series Ada Ft11TSY v Wood-l-Beams and LLL products or equal. All jef 41rdlirs dnd headers shall have blearin Stiffeners installed as per; mcmufacturarl r CM"nddtlbns. I�Iob stI#1 ro shall be r"Ired at all lo4 for ?d and �.%I I VWI IA& rim joI Shall be beorl oints CIL a minimum. 'A - perimeters. Handling, Storage and erection of require at floor components shall be as per manufacturers recommendations. A (2) 21P X 6" OCA SIL1, 14. Provide solid blocking III bearing of oil beams and Posts. ALUM TERM PLASHINS 161l P.O. 0,I 00l 1/211 DIA A. 501-T40.6. 141, T-11 PI Air ik-56 INSULATION (TYP) 121.15/16 01bol ZHI2 x 50 alkDER 16 R a 12 x so elfzveR qAfiaMa 0 4" 9IVEI, COLUMN Mr) OAMPPROOFINS COW, "IW all P.G. WALL ON 16" x all CONO S. X 40 CONt -j Sr T I OL GONG FOOTINO 9;rr ) I I I SCALE 1/40 1 314" X It WDIP MIPiqOLAM RIVIDE (2)10/411 X 10' MIGRIOLAM ROSE co�fX��� vVNIr CONT Ribeit vIIf, x - 161, or" R.R. b/4" X S" LATHI ie,-' RW elliDAR PERFECTION IS" R.OP AIR PERFECTION Ropp'sHtNI - 5- EXPOW;M U) Rovm� NI - w, Exposwe AL�lSlisl - 1/2- Wk PLY)III R X 11 -111 MICAOLAM A=Te -�1121, COX PLIIIPop 1590 WtLOINP PAPUlk 15# OUIINIS PAPEK 1 5/41P 30 TALDASPHALT SHNOI.ES 2" x lol- - 161, O.r, R.R. So YR ASPHALT 5HINISLES CONT Rf_01SF VENT x Z h\ ILU Z3 Lu F 13 1 dI nA A 11 11 21, x loll - IS'. O.C. A.Il WDULATION I 11 fl-so INSULATION OYP) GPX PLt'WDOD 116# OUJLVI R 50 YR ASALT SHI 12, Iv n 10 51 T 9 0 PLYWOOD 3/41- T 4 9 PLYP400 a EE 4 SCREW R-21 INSULATION (I (qw! 4 SCREW 1 1/10 Til PRO 250 - 161, Q.C. I W R-80 INSULATION (TYP) W- TJI PRO 250 - IS-' O.G. F.J. it oil 11 7� L U 2-P x 6'. 16, O'C'. G. J. KI 14-1 T-11 PRO iso 111 0.0. R.J, JRLNINj BOW 9 (3) 11 -116" MICROLAM 5/1 X W- MAHOSANY OIKIII ok_ I INSULATION III T 41 0 KYNOOP :01,11551-0111 o x 6 IOA6 I-W 11 11' if I4`;TJ! Vf'k0 250 P : X S I R- NoULATION th-iol I*,, Tit POO,= - 161, 0.61 F.J. IN Or S 6x 2 011=Z n J22 IV I 7' .11 f , 4� 01 to, j� T 1 71104f 1 5/4" X II YL6" MI¢RD4„AM C{14 3'14'x 11;7%0kOWLAM I .'', coNTIT,vNh _ LATNT ION A4I, 10 — T $fj YR A1APL:� . N$4E9 - - PORGH'9NED ROOF '.X 8" - Ib""O.O. G.J. - - /� --------------- r------- : -- --^---i ---------, — — — ---- DORMER SHED ROOF Q R-08 INSULATION (?YP) � 2" Xb" - 16" 0.4. WALL 57UD5 - I RIPSE ttYEK HDUSE p I ���y _ 1e" RER CEDAR SNINeLEs w/ ' }"JPiLY�!N,EtL""�.T HAI !BED \♦ �\ /2" PLYWOOD \\ I I Com ' Y — --'— - '1 "--- --J .fray C,;, l - SUE tJS�w+.+ WLYWODD 'RIDGE Ir p��yj ` 1 BLS �,I . , F- -----------------------I - .. 14" TJt PRO;RSD - (b"'OL. FJ. I I RAI O < � ORAPF:ED WOQO GRID 4 f IVIN�Ri,n LLC�.#X TRY I a j I U II 1 7. 9-21 INSULATION (r1 P1 I ! I - AL 211 k . 6 60 'D q�l1L�YI - r — I ❑ - - RIPE 14" T-!I .L50 a I/ 1BS I -------- R-i v INOUI..ATiON 1 I I ' WI2 X50, FIRDER- � II I — I' I I ' I � l " 4DIA STEEL COL - PAMPPROOFIN6 - L— DORMER SHED ROOF I _ 4' GONG 5LA6 W 1 0" RIC, WALL ON b" X9" GONG FT9. -. -.__,_ I —- ——————————— r� J 2" X 4" CONT KEYWAY Q T I Q N RQQF PLALt - - - SCALE, = 116" a 1'1 I J I I i `t I ; � I I � ♦ I I � . If BE519IF! �� I ' I � y DROPPED WORD GRID e..yH pyM k 11 j e F29 ! INSCy��� m J�a I Ii * II N :y��T J22�3q a T fm ` y�o� e+a`�r