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HomeMy WebLinkAbout28117-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29649 Date: 08/19/03 THIS CERTIFIES that the building ACCESSORY Location of Property: 425 JACOBS LA SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 88 Block 1 Lot 1.5 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 26, 2002 pursuant to which Building Permit No. 28117-Z dated FEBRUARY 27, 2002 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ACCESSORY HORSE BARN AS APPLIED FOR PER ZBA #5165 DATED 10/03/02 . The certificate is issued to WILLIAM A & VICKI TOTH (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 78414H 08/13/03 PLUMBERS CERTIFICATION DATED N/A a�e-1 Authorized Sig ure Rev. 1/81 FORM NO . 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 28117 Z Date FEBRUARY 27 , 2002 Permission is hereby granted to: WILLIAM A & VICKI TOTH 425 JACOBS LANE SOUTHOLD,NY 11971 for CONSTRUCTION OF AN ACCESSORY HORSE BARN AS APPLIED FOR at premises located at 425 JACOBS LA SOUTHOLD County Tax Map No. 473889 Section 088 Block 0001 Lot No. 001 . 005 pursuant to application dated FEBRUARY 26, 2002 and approved by the Building Inspector. Fee $ 646 . 20 Authorized Signature COPY Rev. 2/19/98 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT - TOWN HALL i 765-1802 NOG 1 8 2003 APPLICATION FOR CERTIFICATE OF OCCUPANCY i This application must be filled in by typewriter or ink and submitted to the Building Department Ili the,following: — A. For new building or new use: I. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses, or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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-$25.00 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. �f / S,o3 New Construction: Old or Pre-existing Building: (check one). Location of Property: y Z.S _liqCA(tbS House No. ++ Street Hamlet Owner or Owners of Property: (kJ M . $ Wpk.i -I�+-tf Suffolk County Tax Map No 1000, Section g p �gO Block 00 I LotFb/ duos Subdivision A-Ww- Subo(iU�r`DN bePrf-rG/,mt/ eGdV:I Filed Map. Lot: Permit No. 2Aej 11-1-'1;- Date of Permit. o Z Applicant: �JA(t-Av. , FL l)i`c k Tot f� Health Dept. Approval: Underwriters Approval: -7 Planning Board Approvals Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ .mo A p icant SignatirretV APPEALS BOARD MEMBERS SISFFOI/r Southold Town Hall Gerard P. Goehringer, Chairman =� y� 53095 Main Road Lydia A. Tortora y = P.O. Box 1179 George Horning $ ^+ Southold,New York 11971-0959 Ruth D. Oliva y �!� ZBA Fax(631)765-9064 Vincent Orlando l �►a Telephone(631)765-1809 http://southoldtown.northfork.net BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF OCTOBER 3, 2002 Appl. No. 5165 —William and Vicki Toth Property Location: 425 Jacobs Lane, Southold; Parcel 88-1-1.5. SEORA 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: Applicants' property is shown as Lot 43 on the Minor Subdivision Map of Deerfield Farm filed March 27, 2001, and consists of 2.773 acres (120,8000 sq. ft.) with 275.83 ft. of frontage along the north side of Main Bayview Road, Southold. Applicants' property is improved with a single-family two-story frame house and garage. Also existing is an"as built"foundation for a barn(the subject of this variance). BASIS OF APPLICATION: Building Department's May 8, 2002 Notice of Disapproval denying a permit to construct an accessory horse barn on an as-built foundation, located with a setback at less than 40 feet. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on September 19. 2002, at which time written and oral evidence was presented. Based upon all testimony, documentation, personal inspection of the property and the area, and other evidence, the Zoning Board finds the following facts to be true and relevant. AREA VARIANCE RELIEF REQUESTED: Applicants request a Variance under Section 100- 31 C(8), for an accessory horse barn on an "as built" foundation (ref. Building Permit 28117-z) located with a setback of 36.6 feet from the angle of the westerly property line at its closest point. The code requirement is 40 feet from all property lines for barns which house horses and domestic animals other than household pets. REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted, and personal inspections, the Board makes the following findings: 1. Applicants own a large lot of 120,800 square feet on which there is a two-story house and a garage. The applicants also have applied for a permit to construct an accessory barn in which they will house three horses for their own use. Page 2—October 3,2002 Appl. No. 5164- W. and V. Toth 88-1-1.5 at Southold 2. Applicants problem arose when the Building Inspector made a survey of the foundation and noted that the foundation had been constructed 36.6 feet from the rear yard line instead of the required 40 feet. 3. Grant of the variance will not produce an undesirable change in the neighborhood or a detriment to nearby properties. 4. The benefit sought by the applicant cannot be achieved by some other means other than an area variance. The foundation was incorrectly placed at 36.6 feet instead of the required 40 feet from the rear lot line. 5. The variance was self-created as the applicant should have been more careful in measuring the proper distance form the rear lot line. 6. The variance is not substantial. The foundation of the proposed barn is only 4 inches short of the required 40 feet. 7. The variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district. No evidence has been submitted to suggest that this minor variance will have an adverse impact on the physical or environmental conditions in the neighborhood. 8. Grant of the requested variance is the minimum necessary for the applicant to enjoy a barn in which to house their horses, while preserving and protecting the health, safety and welfare on 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 Oliva, seconded by Member Tortora,and duly carried,to GRANT the variance as applied for, with the provision that the only utilities to be installed in the barn will be electric and water. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. Vote of the Board: Ayes: Members Goehringer (Chairman), Tortora, and O ' a. This Resolution was duly adopted(3-0). (Members Horning and Orlando c ab t.) RO hringer—App v for Filing Electrical Inspection Certificate Issue Date Electrical Inspection Service, Inc. Application Number 08/13/2003 375 Dunton Avenue 78414H East Patchogue, New York 11772 (631)286-6642 Issued To: William A. Toth Street: 425 Jacobs Lane Village: Southold Zip: 11971 Town: Southold Section: Block: Lot: Contractor: Lic. # Was examined and found to be in compliance with the National Electrical Code. ❑ Commercial ❑ NV Defects ❑ Pool U 1st Floor (I Indoor ❑ Basement ❑ Hot Tub lK Residential ❑ Det.Garage ❑ Attic ❑ 2nd Floor X] Outdoor ❑ Addition ❑ Survey Switches Receptacles Fixtures GFI Heaters A/C Fans 6 8 8 6 Dishwasher Washer/Amps Dryer/Amps Oven Range/Amps Microwaves Furnace Oil Gas Circulators Smoke Detector Bell Transformer Meter Amps Phase UG/OH Jacuzzi Television CO Detector 80 ❑D Bldg. Permit: Other Equipment Horse Barn 1-Sub Panel Hugo S. Surdi President Rough Inspection: 08/12/2003 Inspector: Ed Scavelli Final Inspection: 08/12/2003 Inspector: Ed Scavelli This certificate must not be altered in any manner. Inspectors may be identified by their credentials. NJ NJ NJ NJ go Raw=in in sm i FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: May 8, 2002 TO: William and Vicki Toth 425 Jacobs Lane Southold, NY, 11971 Please take notice that your application dated May 7, 2002 For permit for an accessory horse barn at Location of property: 425 Jacob's Lane, Southold, NY County Tax Map No. 1000 - Section 88 Block 1 Lot 1_5 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article III Section 100-31C.8, which states; "Horses and domestic animals other than household pets, provided that such animals shall not be housed within 40 feet of any lot line..." The applicant was issued a permit (# 28117 Z) to construct an accessory horse barn 40' from his rear and side property lines. Following a foundation location survev, it was noted that the foundation had been constructed 36.6 feet from the rear yard line. r4 { -- Z------- Authorized Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. 8CC: ZBA, File BUILDING PERMIT EXAMINER CHECK LIST DATE REVIEWED:l_/z-?/03— DATE ?/OL.DATE SUBMITTED:,2 /26/OL APPLICANT NAME:W f' Y oro SCTM# DISTRICT: 1,000 SECTION: 88 BLOCK: I LOT: �r STREET: `7Zs �as CA. 1 CITY::f3,0ntcLD .�,r SUBDIV. NAMEt Tk, ., '�1. PROJECT DESCRIPTIONbe:W-� - Looe% ARCHITECT/ENGINEER: FAST TRACK? SINGLE& SEPARATE CERTIFICATION-REQUIRED? NOTES: LOTS 40,000SF-100-24.Lot recngnition.(CREATED before June 30, 1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at anytime after 7/1/8: ZONING DISTRICT: .4G CONFORMING? t a pao 120,8o 1 REQ. LOT SIZE: ACT. LOT SIZE: REQ. LOT COV. Qk%% ACT. LOT COV. o!` REQ. FRONT tO& PROP. FRONT REQ SIDE g ACT. SIDE REQ. REAR Io PROP. REAR yo ' WATERFRONT? Y/10 DESCRIPTION: PANEL #: FLOOD ZONE: K� — AGENCY PERMITS REQUIRED FOR REVIEW APPROVALS REQUIRED: SUFFOLK COUNTY HEALTH DEPT: YES o ED#): DTE:_/_/_ PERMrr#:R10- NEW YORK STATE DEC: PRE-DEC 9/1/75 YES o SOUTHOLD TOWN TRUSTEES: YES or( TOWN ZONING BOARD APPROVAL: YES ori TOWN PLAN. BOARD APPROVAL: YES o TOWN HISTORICAL PRE (SPLIA): YES NYS ENERGY: YES OR0: EGRESS (18 H min.?4 sq total) VENT (SQ. FT. x 4%) LIGHT (SQ. FT.x 8%) BUILDING PERMITS OP EXPIRED: BP6)-�4o ( -Z/C/O Z- HAVE PRE CO'S : Y Oto BP -Z/C/o Z- NOTES: FEE STRUCTURE: FOUNDATION: / / ;�6 SF FIRST FLOOR : 1-7.26 SF SECOND FLR : SF INIT OTHER TOTAL TOTAL: --2 Q O y SF FEE FEE FEE 'OT49YW SF)- (' SF)=mgW SF X$ -,e-L' _$ +$ +$ =s g c. p? c)Ll - /t)oc- <Yoy x 3C-) >�i.ac, 7S M-1802 BUILDING DEPT. SPECTION XJFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS. atie �-- DATE L/ INSPE M-1802 BUILDING DEPT. 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMN�NE,�Y,,A� RAEM/A K5: DATE l n -f U INSPECTO FIELD INSPECTION REPORTDATE COMMENTS FOUNDATION(IS .. ----------------------------------- FOUNDATION(2ND) z o ROUGH FRAMING& PLUMBING 6 y x INSULATION PER N.Y. STATE ENERGY CODE d B� FINAL llndan�ar r!s 103 ADDITIONAL COMMENTS 'tw- o z r ' M o � b v J y O z x I � y x c b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying TOWN HALL Board of Health _ SOUTHOLD, NY 11971 3 sets of Building Plans TEL: 765-1802cc�ry Survey PERMIT NO.Q(U I Check Septic Form N.Y.S.D.E.0 Trustees Examined Z z ,20 L Contact: i_ Approved_ Z /2a120 Mail to: 6 Disapproved a/c 05 Jd-cuY)S U-1 . \,oct )d Phone: (Oo�S S Building Inspector I e 'S,,� IN Cl L FEB 2 6 ll I PLICATION FOR BUILDING PERMIT Date GFS �l 200 Z Tom° '!fot 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 a Certificate of Occupancy is issued by the Building Inspector, APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing de,and re a ' an dmit authorized inspectors on premises and in building for necessary inspections. (Signature of app cant r name,if a corporation) 4,Z6' cAA). Cv a/-A o IcAl Jt?y 119 7/ (Mailing address of applicant) State whether applicant is owner, lessee,/agent, architect, engineer, general contractor, electrician,plumber or builder Qw/IF� �gui ��dfCr _ Name of owner of premises (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: fI 42S {T bS /—/,J >0'f-r o W House Number Street Hamlet County TaxM p No. 000 Section Block O ( Lot Jr SubdivisionPYmf Filed Map No. t „ (Name) ?. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy } s.Se Da✓n / S' �a�L Nature of work(check which applicable):New Building � Addition Alteration Repair Removal Demolition Other Work (Description) 1. Estimated Cost /`��S"a Fee (to be paid on filing this application) >. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars S. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures,if any: Front —Rear—._---_ Depth __...... Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 3. Dimensions of entire new construction: Front 49 Rear 4 Depth Height 15?` Number of Stories I '/i 1. Size of lot: Front �O Rear 1 14 p' '7r Depth 12 10. Date of Purchase `) -'Zja�l Name of Former Owner fr 1 Car , 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation: /✓6 13. Will lot be re-graded f�D I Will excess fill be removed from premises: YES 14. Names of Owner ofpremises f . U i AddressgdS-%C l Gt-&v4okone No. -?(e)- Name ?(e)- Name of Architect 6 iJR2Y Address Phone No Name of Contractor OuY1e.Y Address Phone No. 5. Is this property within 100 feet of a tidal wetland? *YES NO • IF YES, SOUT TOLD TOWN TRUSTEES PERMITS MAY BE REQUIRED 6. Provide survey, to scale, with accurate foundation plan and distances to property lines. 7. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. ;TATE OF NEW YORK) SS: ;OUNTY OF V '.C 4 being duly swom, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, S)He is the Fl ( t'% n Q�(L (Contractor,Agent, Corporate Officer,etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; hat all statements contained in this application are true to the best of his knowledge and belief; and that the work will be erformed in the manner set forth in the application filed therewith. worn. o fore me this day of — Y 201,2— 1�� Notary PubliSignature of Applicant rT MIJI.I.ANE N t' v of we v York Qamnisaio„ 1VROSIft11fk�iQ— Notary Public,State of New York No. Ot MU6041089 Qualified in Suffolk County Commission Expirea May 1,20 I I SURVEY OF LOT 3 MAP OF MINOR SUBDIVISION DEERFIELD FARM FILE No. 10596 FILED MARCH 27, 2001 SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-88-01 - 1 .5 SCALE 1 "=50' APRIL 3, 2001 JUNE 15, 2001 REVISED PROPOSED HOUSE JULY 11 , 2001 FOUNDATION LOCATION JANUARY 10, 2002 FINAL SURVEY AREA = 120,800.70 sq. ft. / 2.773 CO. % I \ / ® NIN 6 S '1 g, •I / , NCO, 3020 + � / Fi tOT �G' E s b� ,ti0'/(0 zg J / /SN CO, \ bry O' W e' `4B y� /' ,yo vim\ � /•d` %�° � r�� "�w+� b �y b ! /S / �o0'�AAy\ /' 2 At sa \ ,yam J � RI AYE / / OQOO�,, 9 1N h o T, / \'\ \ B LOT O8 Gil Qom. A, •\�� �oSSA /.o-o bpm+ �•\ / X00 \ Al) o ✓ 9s \ ICIO S UNeTHORIZE0 ALTERATION OR ADDITION G To THIS SURVEY IS A VIOLATION OF \ SECTION w` 7209 OF THE NEW YORK STATE£ �� \ EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BENDING T� THE LAND SURVEYOR 5 INKED SEAL OR T^ EMBOSSED SEAL SHALL NOT BE CONSIDERED •` y TO BE A VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN Z ONLY i0 THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Z TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSR- CERTIFIED T0: -o TILTION, CERTIFICATIONS ARE NOT TRANSFERABLE rn WILLIAM A. TOTH C) VICKI R. TOTH \ y� THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IF SAFE HARBOR TITLE AGENCY, INC. ; ANY, NOT SHOWN ARE NOT GUARANTEED. FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK HARTFORD FUNDING, LTD. PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE BU EYE AS ESTABLISHED Joseph A. Ingegno NOT. \ BY THE AND AP ROVED AND ADJPrEO 1. FLOOD ZONE INFORMATION TAKEN FROM. \ / FOR SUCH USE USE BY THE SIN YORK STATE IND Land Surveyor FLOOD INSURANCE PATE MAP No. 36103COI66 C TITLE A ZONE AE BASE FLOOD ELEVATIONS DETERMINED �`",T Lr,A� ZONE X• AREAS OF 500-YEAR FLOOD, AREAS 01" 100-YEAR FLOOD WITH AVERAGE vli Auu DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 FOOT ALA •1 OR WITH DRAINAGE AREAS LESS THAN I SQUARE MILE, AND AREA PROTECTED WITH LEVEES FROM 100-YEAR FLOOD ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAINS Title Surveys - Subdivisions - Site Plons - Construction Layout PHONE (631)727-2090 Fax (631)727-1727 0 OFFICES LOCATED AT MAILING ADDRESS NY S Llc. No 49668 138D ROANOKE AVENUE P 0 box 1931 RNERHEAD, NEW York 11901 Riverhead, NEW York 11901-0965 21 -245C SURVEY OF agl17 LOT 3 MAP OF MINOR SUBDIVISION DEERFIELD FARM FILE No. 10596 FILED MARCH 27, 2001 SITUATED AT BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK j S.C. TAX No. 1000-88-01 - 1 .5 SCALE 1 "=50' APRIL 3, 2001 JUNE 15, 2001 REVISED PROPOSED HOUSE JULY 11 , 2001 FOUNDATION LOCATION JANUARY 10, 2002 FINAL SURVEY APRIL 17, 2002 BARN FOUNDATION LOCATION j AREA = 120,800.70 sq. ft. 2.773 ac. / I / NIN �Og ' / D Ig Is, s9 201 x j x 3 N 40. ti 49 P, / J "¢` W /• w a /"PIS H� x \'�4 LOT@3 \ S � IVj/,♦ QA' 0 ^ ` °30, oO•x•,y� I20 sem°° q Q �� y� N .M O 4, / A F`;Ry a \ 9� ryeb •\ \ 8`?' UNKFHORIZED ALTERATION DR ADDITION v EY Is A VWnYN OF SE THIN SURVEY G SECTION 7209 OF ITE NEW YORK STATE / B EDUCATION LPW, \ n COPIES OF THIS SURVEY MAP NOT BEARING THE SSE SURVEYOR'S INKED SELL SI ➢rl G J EMBOSSED SEAL SHALL NOT BE CONSIDERED A 11 / TO BE A VALID TRUE COPY. •\ � CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TD THE PERSON FOR WHOM THE 5URVEY 5 PREPARED, AND ON HIS BEHALF TO THE Z TITLE COMPANY, GOVERNMENTAL AGENCY AND \ LENDING INSTITUTION LISTED HEREON. ANO TO THE ASSIGNEES OF THE LENDING INSP- N� y� TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 0 THE EXITENCE OF CERTIFIED T0: S OF WY WILLIAM A. TOTH \ '➢ ANO/ORS EASEMENTS RIGH TRECORD,A IF VICKI R. TOTH V ANY, NOT SHOWN ARE NOT GUARANTEED, SAFE HARBOR TITLE AGENCY, INC. FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK HARTFORD FUNDING, LTD. \ PREPARED IN R TITLE EASUR WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS A5 D ADOPTED Joseph A. Ingegno NOTES. 6Y THE H USE Arv0 APPROVED AND ADOPTED FOR sucH USE er THE rvcw YD6rc STATE wu0 1. FLOOD ZONE INFORMATION TAKEN FROM: TITLE ASSOCIATION _ Land Surveyor FLOOD INSURANCE RATE MAP No. 36103CO166 G ZONE AE. BASE FLOOD ELEVATIONS DETERMINED ZONE %': AREAS OF 500—YEAR FLOODi AREAS OF 100—YEAR FLOOD WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 FOOT /.�F �F\ OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE, AND AREA PROTECTED '� HA 1 c�(}�„ WITH LEVEES FROM 100—YEAR FLOOD O�Y(QvgP' Y'i'p C,t IItle Surveys — Subdrvrslons — Ate Plans — Construction Layout ZONE M AREAS DETERMINED TO BE OUTSIDE 500—YEAR FLOODPIAIN .A Twp l PHONE (631)727-2090 Fax (631)727-1727 MAILING ADORERS P� y, OFFICES LOCATED A7 �jS gBUg1360 ROANAVENUE P 0 Boo 19 NYS Lm No. 49668 RIVERHEAO, Newew York 11901 Riverhead, New York 11901-0965 21 -245 nufP.v'Ccwn ,(/R:/ t32e A `6BC l7Ul bCFY 01AJT 02Ck�T OFFICE WOOD FENCE BY OWNER INNRAMWITERSCERTIFICATE 2 1 2 T I 'III UIRED As 3 EDGE OF GRAVEL DRIVE 3 3 AA ,j .I n I II u I If 1 � ZZI pu Z /-I pll / rl i IS 7 7 ' 3 �i Gv 14�- Lo �I v I Ilk 8"x20" FOOTING BELOW = 8"x20" FOOTING BELOW 4 nowu AT 2-8X6-e Y r WALL BELOW - --- - -- -WALL BELOW _ _-_ __ - -- _- - - . titin! ! AN I t•Y now I 'fO�UND�ATIDON . 0 !lOIICIl� ROOF BELOW ® 13'9 = IL /ODOR . FlIAN 0 ! WNW SKYLIGHT ABOVE.TVP x 4 �� FDINAL.CON! OCTION NYIT SKYLIGHT BELOW,TYP X 4 _ - - 77 7r x K -_ .t s !lCOYMCIE C0. I \ IA CONlTNUCTI M !HALL MCN} Of THE Ni O /k� A - X , /xv OO C DEL 11111 N[ ONs% Fon I// \ / 6-0 x 6-8 I STORAGE 2 ON qE Cr K--� K-- -A 1- - - _ .y K __ _\i WOOD OHD lE110E! STORAGE 1 BELOW - _ -- - -- _ STORAGE 2 BELOW - _-- - m SII _ =�J 11r--- - - - - - _ U----- --- I I x STORAGE 1 � � OCCUPANCY OR ---- - - - - - ® ° WITHOUT CERTICA pj IUSE IS UNLAWFUL -- - - -N I JOIST OVERHANG ABOVE _� __ �1I/� y/yy =�y OPEN ' N 11fill N OF OVV�PAI�YI I - O UP _ - 1�L1 - 42" WOOD RAILING L L_ - ?+ I = 24"X24"XB" FOOTINGS BELOW o " 3 0 = w o DO NOT PROCEED WITH In > CENTER HALL In 1 m I- ---- 1 ° - o ° - l o t FRAMING UNTIL SURVEY QLL LOFT AREA �" - m m m l 14 N L--- _ 1 m 1 = OF FOUNDI I I A LL u o 11 I 11 II 1 II II 1 11 - II FT'n]� CATION 0 o 4 P3 Ca 4 io 10 9 3 ' 5 ' 4 L3 HAS BEEN If ON 0 1C, T@ I II 11 I 11 11 I 4 It , 4'I 34 4 4 8 t p 4 3 (0 4 _ _ --- _- _- _- I� _-_ __ _ -- -� HOSE BIB O r - Q Wool)DOOR -� 4-0 X 8-0 WOOD DOOR - r-=="5---.4-0 X 8-0 WOOD DOOR All 00 I — — - - - -__-_ -- -- --- --- — _ r8"x20" FOOTING BELOW JTUB SINK CUPOLA ABOVE I w RUN-IN STALL 1 X RUN-IN STALL 2 RUN-IN STALL 3 > FEED ROOM TACK ROOM m = o o = 1 1 II II 11 II II 1 11 11 II II 0 V Co 4 5� 4 1 1 ffi 4 11_ __-_ _--__ _ 1 1 - Ca 4 _ - N CLAY EARTH OVER MAT CLAY EARTH OVER MAT I CLAY EARTH OVER MAT I J I L � 8"X20" FOOTING BELOW 8"X20" FOOTING BELOW 3-0 X 8-0 4-_0 X 8-0 1 4-0 X 8-0 4-0-X 8-0 �_ - - - - - VENTED CONCEALED SPACE I HOSE BIB I I DUTCH DOORF DUTCH DOOR �-�/ DUTCH DOOR U1 Y - - -- - - — r - -- -4 r l 4 w - l 1 II 1 I 1 tl I II 1 11 I 11 1 11 I I II > I U ROOF BELOW I In I � to_- - - � 3 Ed N Z r l r I 4X4 OOD POST TVP X 8 LINE OF FASCIA BELOW 1 1 1 - - - - - -- — - -. - - - - --- -- - ---- -� \ � _ -- - - - - - - - +- + - - - A - - - - - + p-i -- - ---- -- - - - fi - ---- - - --- O ROOF ABOVE L-_ � - _ 1 � _ _� l- . _ LLO Q 24"X24"X8" FOOTING BELOW,TYP X 5 4G 1 u 4�I . o I WOOD FENCE BY OWNER W -71 w QW U cc UPPERLEVEL FLOOR PLANo LOWER LEVEL FLOOR PLAN INDICATES NOMINAL 4X4 BEARING FOR BEAM AND/OR LINTEL SCALE. 1/4" = T-0" SCALE: 1/4" = T-0" W O 0. H 9 All work shall conform to accepted industry standards with regard to 14. Slab On Grade Provide 4-inches thick concrete slab, reinforced with In sizes and thicknesses to match the adjacent framing members. Do not '19 Doors: Door Type A - pre-hung hollow-core masonile doors with wood N D W PI SPECIFICATIONS dimensional, plumb, and level tolerances 6x6/1 4x1.4 welded wire fabric Overlap wire fabric sheets 6PI -Inches cut floor joists, or any other framing members, for plumbing or electrical frames and all related hinge and latching hardware, 2'-8" x 6'-8" door size minimum each way, securely wired together, at all applicable locations penetrations without reinforcing the framing member to maintain the (except for pair of doors between Storage 1 and Storage 2, which shall be Z f 10 The interior dimensions shown on the drawings are nominal, not exact. It Provide concrete at slab with design strength of 3,500 psi minimum at 28 original design capacity Intended. Provide beams and/or lintels as follows. 6-0" x 6'-8" door size), Door Type B - pre-hung hollow-core steel door C L Q 1. All contractors are required to visit the site and thoroughly familiarize is the contractor's responsibility to provide for the accurate lay-out of all days. Provide a broom finish at all slab surfaces as directed by Owner double 2x6 with '/2-inch plywood between for spans under 48-Inches; with wood frame and all related hinge and latching hardware, 2'-8" x 6-8" M 0 J themselves with conditions as they exist. Failure to know and understand walls, partitions, columns, doors, stairs, etc., prior to the Installation of Place concrete slab over 6 mil polyethylene vapor barrier material over 4- double 2x8 with M.-inch plywood between for spans 48-Inches or over, door size. Door Type C - non-Insulated, flush panel, wood sectional 'AZ M� special job conditions will not be a basis for a contract sum price Increase these same items The lay-out of all rooms, spaces, and building Inches clean gravel. Earth fill under slabs, where required, shall be unless otherwise indicated on the drawings Provide miscellaneous overhead door, with all overhead track and latching hardware, 9'-0" x 8'-0" Z N Z components are subject to the approval of the Owner approved material and compacted to 98-percent density. If applicable, galvanized metal wood construction connectors and/or other related door size All other doors shall be custom-fabricated wood frame Z M ., 2. All contractors shall verify all dimensions and conditions shown on the provide control joints at slab at 20-foot (approximate) intervals Control hardware throughout the construction of all wood framing, as required to construction, in sizes and style as shown on the drawings, with hinges, Q c. W Q drawings and shall Immediately report all found discrepancies to the 11 All contractors shall understand that the Owner Intends to perform some joints shall be sawn, and filled with caulking or other suitable joint sealant stabilize and anchor Individual framing members and the overall structure, sliding tracks, and latching hardware as required Doors at Run-In Stalls 1, Q O J Owner, before any work Is started, to ensure proper coordination of portion of the work himself Accordingly, all contractors shall endeavor to Including but not limited to, angles, clips, floor ties, framing anchors, hold- 2, and 3 shall be "dutch" style MM related work accommodate the scheduling requirements of the Owner, and shall at all 15 Wood Construction Provide Douglas Fir-Larch, Hem-Fir, or Southern downs, caps and bases, hangers, straps, planes, nails, screws, brackets, a W iV O times coordinate the work to be performed by others. Pine, Select Structural No 2 Grade, with minimum 'Flo" Repetitive bolts, etc. Provide wood sheet siding (T-111) or wood "board and batten" 20 Finishes: Gypsum Board - %-inch, ends square cut, tapered edges, W Q = 3 All work shall conform to all codes and/or regulations adopted, amended, (bending stress) = 1 ,400 psi and minimum E (modulus of elasticity) _ siding at all exterior wall surfaces. Sheet siding size (vertical length) has maximum permissible length, with all related corner beads, edge trim, joint ac M L and currently enforced by the local authorities having jurisdiction over the 12 Site Work Clear the area Intended for the work by stripping any existing 1,400,000 psi, in sizes and lengths as shown on the drawings and/or as been shown on the drawings to be 8-feet, bull may be installed in longer tape, joint compound, adhesive, and fasteners as required for a complete O r construction, and shall be in accordance with good practice sod and topsoil and stockpiling same, Excavate for foundations and required for the conditions where used Non-structural light framing can be lengths at the discretion of the Owner Install siding over vapor barrier installation Install gypsum board only at the discretion of the Owner, at O = Lo stockpile all removed material Backfill areas and trenches to required Construction Grade. All lumber shall be dried to moisture content of 19- material, at the discretion of the Owner. locations to be determined by the Owner Painting - all painting and J O N O 4 Individual contractors for electrical, plumbing, etc , shall pay for and obtain contours with clean, unfrozen earth, free of debris, organic material, and percent or less. Provide all metal fasteners, or the type and size required coating products shall be applied at the discretion of the Owner, at T 0 all necessary permits, Inspections, etc., and shall perform all work in rocks/stones larger than 2-inches Place and compact backfill materials in by the construction connection detail used, for all lumber framing for walls, 16 Shingles Class'A asphalt composition shingles, laminated fiberglass locations to be determined by the Owner, using products and colors to be LI. _ v+ conformance with the above-referenced applicable codes, continuous layers not exceeding 8-Inches compacted depth Distribute floors, roof areas, and other construction assemblies. Provide metal joist construction, approx 300 Ibs. per square, 30-year warranty, In color selected by the Owner. excess within disturbed area to allow proper ground siurface drainage hangers for all solid lumber floor framing, without exception Design loads selected by Owner Provide asphalt saturated 15-Ib roofing felt 7 FEBRUARY 2002 5. All contractors shall maintain the job site in a clean and orderly condition, Slope grade away from building minimum 2-Inches in 10 feet Make grade for all wood construction assemblies shall be in accordance with the local underlayment at all roof areas beneath shingles and over sheathing 21. Plumbing and Electrical. The plumbing and electric contractors shill free of litter and debris. All contractors, Immediately upon completion of changes gradual, and blend slopes Into level areas [distribute topsoil codes and regulations. Erect all framing true to lines and level. Do not provide all materials, products, and services as required to ensure a each phase of Individual work, shall remove all trash and debris created even) over all disturbed areas. Seed and straw all disturbed areas, if deviate from true alignment more than %-inch over length of framing complete installation of the plumbing (domestic water and sanitary sewer) y 17 Joint Sealers: Provides sealants and caulking as required throughout as a result of their operations member. Space members as Indicated on the drawings Provide framing and electrical (power and lighting) systems. The scope of work for required by the Owner. the work to provide positive barrier against le passage t, moisture and/or members of continuous pieces of longest possible lengths. All built-Lip plumbing includes the installation of a fiberglass laundry tub and two (2) 6. All new and/or existing material stored on the site shall be properly beams and/or headers shall be glued and stagger-nailed or bolted air, as follows: Exterior - polyurethane, single component, chemical frost-free hose bibs, with related water service and sanitary sewer stacked and/or maintained to protect against and prevent damage and/or 13. Foundations. Place bottom ofof6-iexterior concrete footings minimum 30- g 99 curing, non-staining, non-bleeding, capable of continuous water Inches below grade and minimum of 6-inches into undisturbed earth or continuously, as shown on the drawings, oras required by the systems, to be installed at locations shown on the drawings. The scope of deterioration until used. Failure to protect new and/or existing materials immersion, non-sagging, self-leveling type, color to match adjacent compacted fill. Refer to the drawings for footing sizes. Place concrete construction condition where used, or as may be required by the local work for electrical includes a panel box, duplex receptacles, lighting may be cause for rejection of work by the Owner. materials, Interior - acrylic emulsion latex, single component, non-staining, piers and/or foundations over footings where required for construction of jurisdictional authority, whichever Is applicable Wood in contact with fixtures, and switches, with related conduit, junction boxes, wiring, and non-bleeding, non-sagging, self-leveling type" paintable and/or color tobe wood-frame building. Provide concrete at footings and foundaitions with concrete shall be pressure-treated type or shall be field-treated against rot other system components. All power and lighting mined products shall T 7. The structure is designed to be self-supporting and stable upon g match adjacent materials design strength of 3,500 psi minimum at 28 days. Provide 60 ksi yield and decay (in accordance with treatment manufacturer's instructions) selected by and Installed in locations determined by the Owner. The completion Of all work. It is the contractors' responsibility to determine billet steel deformed reinforcing bars In sizes indicated on the drawings, as Sheathing shall be nominal Y:-inch, OSB or plywood, at walls, roof, and plumbing and electrical contractors shall arrange for all required erection procedures and sequence and to ensure the safety of the building 18 Flashings: Provide flashing and/Or sealant (materials at all exterior wall and It's components before, during, and after construction required at continuous spread footings Place, support, and secure soffits, and nominal '/.-Inch, OSB or plywood, tongue and groove, al loft inspections. reinforcement against displacement during concrete pour Provide floor. Stagger sheathing panel ends at all locations, and ensure that all and roof penetrations, of a type and style appropriate to the surface 3-Inches concrete cover for reinforcing bars, at all locations. All reinforcing joints fall over solid wood framing or blocking for secure anchor Wood condition encountered, such as roof openings for vents, pipes, etc and 8 When required In order to correct unacceptable work, all contractors shall wall openings for windows, doors, vents, pipes, etc. Install flashing and/ortSHEET conduct demolition so as to minimize Interference with adjacent bar splices (at corners and other locations) shall overlap 6-Inches fascias, rakes, and trim may, at the discretion of the Owner, be factory- rimed wood materials, In sizes and thicknesses as shown on the sealant materials as required so as to ensure weather-light conditions at construction areas, and shall protect all previously Installed products and minimum and be securely wired together P all penetration locations P P y P drawings Provide solid wood blocking between wall studs and floor joists, Al materials against damage — We ec -- !E14 T AsSEMt' LY 1''Y or Wo-t t' oLIP k - GWN�I2- i AHGt{ole �4TT♦= h4 51�--11.t fv � --- —W Tti�lVANE r45sEM�L.Y INTI cclPcl 47-yr W,�CIl- L -- �Y oWNEkz <ChLCFiV_ I T � � Cm Guht-A �4e,4h-�'Cy $ wocp / t of Ti CG1SToil EA�tZI ' s -- - f{� I'HdLT C�'i (� ` ING15 l-,*{« Tlz-IM , 7-Y-II - _____ D Gat e rN fm-_4.h , \ cYElti 15 t� • �oc�'(� BELT d1 1 HIL_4 �� L d Gt C� cYCI�- %2° vro< SH �AT}j 'v, VilocA 1'hl �-- lad�5 rZ-� x - Y--- - -- - ' -iNT� . 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I . �. � 1 Yz�M (F 1 (0 - zx � Wer 12 Al=Telt DETAIL VENTED CUPOLA vYE12LA1' @ �EflF2'(v --- GLlY 612T♦I MA.TI- oVE{Q A3 SCALE: 1" = 1'-0° 1"I� aM'V flo' evG. , "TYY NoN - PEG/.YIF4Lv MAT q 42" Tal 4 Wv�GILTEIz 1=l��lzlG oVf 4 " @ I" oc A42E45 J Q A3 Gab Il�s4LT h L'1Zx\1v_ L , TYE'. G' A1-x4M - C{ �C h WQo� g @ f f o(2sE 5T6 L1-5 t {zL M l� C� 1 Co"©G . 7y1_' Lu SKY!- IvttT et141T „ @ �o� AI�EAs , EXTEND t'�uIPE boe.4F_L -2 x 4 Wrap sTuh s @ 1 G� oc . Q 4-a f ItEaPElzs @ IzoUt�H \ TYp. @- Ir4TEWvle (3Er�I2 (v 4 1 TE S 7� Z LOFT �EQI� v UVALL fps IeE� t� V '� J rept=u`v , pl�oYlr- = ' �\ aMd t-Jvv4 r1QOVIPE 1x Woof✓ T STub 7-Y4'. @ NZ m O J j. I WL.t-L- �' o IIJ=E r/zu �LYWI; • V 0 W Q = I � W�� �1= L+T♦•f 'L> or I�o 1=fNISI{ I � (n '� �" g ---- - 2x Cv Woaar So{r1 LT1e�1 1 W O N O STORAGEI I - � (� �4 LL OTt}E,� ( I'1T��'-In�- r-- r- WALL 54�vAGE s V- I - . � z4-" � . Mix . , ->1-p. N CENTER HALL TACK ROOM p O -- --__ 2x4 Woop '(� -I"YI'. g WUpp tSEAM , �_ Mlh tl ll�l( T o1 EXTE Ion T`(� - �{2 ✓2,QFTE.� v_t AIL( 7FEBRUARY2002 x 1a Wccv� FAa5Gl�3 TY�. .4 W/ Ww1= _ 112 c oma. MAX . T<rl,-. -FYI-. wn( 4> s-FA+-s W/ - - SIa-P @ GLosEp 1-21 SE Iris , TYt'. - oUV 4G�TI�N �E� �c' is , 1(• I • G° so F F I T f I_-H" I a E Z "��- Yfr.NTS �+ SHEET z SECTION - r x zo GoNG . �gT lv W/ a soF� tT � {'t•4eF_WaLL. A3 4 4 t�E0s6-K 1 Tyr. RAFTER BEARING DETAIL 1 0 e x4 Wong f-oST -TY'p SCALE: 1/4" = 1'-0" � A3 Got-4G . 2Aa 1 WOOD FENCE By OWNER A 3 z i h3 7 ' 3n EDGE OF GRAVEL DRIVE 8"x20" FOOTING BELOW = _ —_ -___ --_ f- - -- - - _ _ -- - _. - - _- 'b- r WALL BELOW 2-8 X 6-8 I I I ROOF BELOW SKYLIGHT BELOW TVP X 3 WALL BELOW SKYLIGHT ABOVE,TVP X 4LEI � - � I I � 7f 6-o x 6-8 1 1 1 STORAGE 2 —� I - r �- O .. =1 - - —'v-- - - - - -- -- ---- -- - _1r.... - -- A I I m STORAGE 1 x STORAGE 1 BELOW =tl, STORAGE 2 BELOW =� 1 N 6-0 X 6-8 V JOIST OVERHANG ABOVE �A OPEN to 2-8 X 6-8 2-8 X 6-8 Kt BELow W I I f 1 �- r o 4z" wooDRAILINGmj24"X24"X8" FOOTINGS BELOWo 0 0 CENTER HALLLOFT AREA m -ill N1 0 No0 01 1 ' nwI• t11�1 10 -r @ li3¢i. 411 411 1 u HOSE BIB _ - I I I 1- d. ==s - _. -- —� 1 O4 0% 8-0 WOOD DOOR - - _ 4-0 X 8-0 WOOD DOOR_ -C'S-�q-0 X B-0 WOOD DOOR "X20" FOOTING BELOW - -I CUPOLA ABOVE _ TUB SINK FEED ROOM TACK ROOMRUN-IN STALL 2' RUN-IN STALL 1 RUN-IN STALL 3 I I W'o g S o GV �1 .411 51. eI ao ll �� �tl all i ' �" �. 11 L' 11 --- 11 -- --- - - - i n i 11 an 02 _ - V O CLAY EARTH OVER MAT CLAY EARTH OVER MAT CLAY EARTH OVER MAT 0 _J > W 2"X20" FOOTING.BELOW - 8"X20" FOOTING BELOW 3-0 x 8-0 4-0 X B-0 4-0% A-0 4-0 X B-0 VENTED CONCEALED SPACE I I HOSE BIB ' - -� - -- -- - - - - '-- ----'- '--- --------- II �i� ---� DUTCH DOOR DUTCH DOOR DUTCH DOOR g- 7 1 101 I o W ROOF BELOW — -- ---LINE OF FASCIA BELOW 4%4 WOOD POST. TYP % 6 r- -t ,� I a n 1 > U Jt of _c - - _ - - - - - - - + - - W - ROOF ABOVE - -- - - ------ -- - _.. � i II Lt--- .4gI- LL+ O 24"%24"%8" FOOTING BELOW. TVP X 5 WOOD FENCE BY OWNER W � w UPPER LEVEL FLOOR PLAN U � LOWER LEVEL FLOOR PLAN Z ti _ SCALE: 1/4" = 1'-O" Z ® INDICATES NOMINAL 4X4 BEARING FOR BEAM AND/OR LINTEL SCALE' 1/4" = 1'-0" W O r SPECIFICATIONS All work shall conform to accepted Industry standards with regard to 14. Slab On Grade Provide 4-Inches thick concrete slab, reinforced with 1n sizes and thicknesses to match the adjacent framing members Do not 19 Doors: Door Type A - pre-hung hollow-core masonete doors with wood v+ 0. dimensional, plumb, and level tolerances 6x6/1 4x1 4 welded wire fabric Overlap were fabric sheets 6-inches ,cut floor joists, or any other framing members, for plumbing or electrical frames and all related hinge and latching hardware, 2'-8" x 6'-8" door size t W minimum each way, securely wired together, at all applicable locations penetrations without reinforcing the framing member to maintain the (except for pair of doors between Storage 1 and Storage 2, which shall be M {"r r 10 The interior dimensions shown on the drawings are nominal, not exact It Provide concrete at slab with design strength of 3,500 psi minimum at 28 original design capacity intended Provide beams and/or lintels as follows 1" 1. All contractors are required to visit the site and thoroughly familiarize is the contractor's responsibility to provide for the accurate lay-out of all days. Provide a broom finish at all slab surfaces as directed b Owner , 5'-0" x 6'-8" door size); Door Type B - pre-hung hollow-core steel door C L. themselves with conditions as they exist. Failure to know and understand Y double 2x6 with /z-Inch plywood between for spans under 48-inches, with wood frame and all related hingeQ special job conditions will not be a basis for a contract sum price increase Walls, partitions, columns, doors, stairs, etc , prior to the Installation of Place concrete slab over 6 mil polyethylene vapor barrier material over 4- double 2x8 with '/-inch plywood between for spans 48-inches or over; door size. Door Type C - pre-hung hollow-core steel hardware, 2'-8" x with — J these same Items. The lay-out of all rooms, spaces, and building inches clean gravel. Earth fill under slabs, where required, shall be YP P 9 re steel pair of doors with rA y�. unless otherwise Indicated on the drawings. Provide miscellaneous wood frame and all related hinge and latching hardware, d frame x 6'-8" Z ''A^ Z components are subject to the approval of the Owner approved material and compacted to 98-percent density If applicable, galvanized metal wood construction connectors aind/or other related door size. All other doors shall be custom-fabricated wood frame Z v/ 2. All contractors shall verify all dimensions and conditions shown on the provide control joints at slab at 20-foot (approximate) intervals Control hardware throughout the construction of all wood framing, as required to c Z drawings and shall immediately report all found discrepancies to the construction, in sizes and style as shown on the drawings, with hinges, m Owner, before any work is started, to ensure proper coordination of 11 All contractors shall understand that the Owner Intends to perform some joints shall be sawn, and filled with caulking or other suitable joint sealant. - stabilize and anchor Individual framing members and the overall structure, sliding tracks, and latching hardware as required. Doors at Run-In Stalls 1, Q related work, portion of the work himself Accordingly, all contractors shall endeavor all including but not limited to, angles, clips, floor tied, framing anchors, hold- 2, and 3 shall be "dutch" style. J MQ Q ...� accommodate the scheduling requirements of the Owner, and shall at all 15 Wood Construction: Provide Douglas Fir-Larch, Hem-Fir, or Southern downs, caps and bases, hangers, straps, plates, nails, screws, brackets, 0. W / ' O 3. All work shall conform to all codes and/or regulations adopted, amended, times coordinate the work to be performed by others Pine, Select Structural No 2 Grade, with minimum TV Repetitive bolts, etc. Provide wood sheet siding (T-111) or wood "board and batten" 20. Finishes: Gypsum Board - '/:-inch, ends square cut, tapered edges MM v and currently enforced by the local authorities having jurisdiction over the (bending stress) = 1,400 psi and minimum E (modulus of elasticity) _ siding at all exterior wall surfaces. Sheet siding size (vertical length) has maximum permissible len s, g Y. W Q = p length, with all related corner beads, edge trim, jcint L construction, and shall be In accordance with good practice 12 Site Work Clear the area intended for the work by stripping any existing required f psi, in sizes and lengths a shown tr the drawings and/or as been shown on the drawings to be 8-feet, but may be Installed in longer tape, joint compound, adhesive, and fasteners as required for a complete sod and topsoil and stockpiling same. Excavate for foundations and required for the conditions where used Non-structural light framing can be lengths al the discretion of the Owner Install siding over vapor barrier P O M 9 P installation. Install gypsum board only at the discretion of the Owner, at M L 4. Individual contractors for electrical, plumbing, etc , shall pay for and obtain stockpile all removed material Backfill areas and trenches to required Construction Grade All lumber shall be dried to moisture content of 19- material, at the discretion of the Owner locations to be determined by the Owner Painting - all painting and O contours with clean, unfrozen earth, free of debris, organic material, and percent or less Provide all metal fasteners, or the t coating products shall determined applied O the discretion of the Owner, at J O N O all necessary permits, bo inspections, etc and shall perform all work in type and size required locations to b i 0/� conformance with the above-referenced applicable codes rocks/stones larger than 2-inches Place and compact backfill materials In by the construction connection detail used, for all lumber framing for walls, 16 Shingles Class A asphalt composition shingles„ laminated fiberglass a determined by the Owner, using products and colors to be LL = V yJ continuous layers not exceeding 8-inches compacted depth Distribute floors, roof areas, and other construction assemblies Provide metal joist construction, approx. 300 lbs. per square, 30-year warranty, in color selected by the Owner 5. All contractors shall maintain the job site in a clean and orderly condition, excess within disturbed area to allow proper ground surface drainage hangers for all solid lumber floor framing, without exception Design loads selected construction, Owner. Provide asphalt saturated ear roofing felt Slope grade away from building minimum 2-inches in 10 feet Make grade for all wood construction assemblies shall be in accordance with the local 21. Plumbing and Electrical 7 FEBRUARY 2002 free of litter and debris All contractors, immediately upon completion of underlayment at all roof areas beneath shingles and over sheathing 9 ctrical The plumbing and electric contractors shall each phase of individual work, shall remove all trash and debris created changes gradual, and blend slopes Into level areas Distribute topsoil Codes and regulations. Erect all framing true to linesover l and level. mi not provide all materials, products, and services as required to ensure a as a result of their operations evenly over all disturbed areas, Seed and straw all disturbed areas, If deviate from true alignment more than %,-inch over length of framing complete Installation of ilii plumbing required by the Owner. member. Space members as indicated on the drawings, Provide framing 17 Joint Sealers. Provides sealants and caulking as required throughout P P g water and sanitary sewer) !*/ members of continuous feces of longest the work to provide positive barrier against the passage of moisture and/or and electrical (power and lighting) systems The scope of work for U� aT hi phi. 6. All new and/or existing material stored on the site shall be properly P g t possible lengths All built-up g P 9 stacked and/or maintained to protect against and prevent damage and/or 13. Foundations: Place bottom of exterior concrete footings minimum 30- beams and/or headers shall be glued and stagger-nailed or bolted air, as follows: Exterior - polyurethane, single component, chemical plumbing Includes the installation of a fiberglass laundry tub and two (2) Inches below rade and minimum of 6-Inches Into undisturbed earth or continuous) as shown on the drawings, or as required b the curing, non-staining, non-bleeding, capable of continuous water frost-free hose bibs, with related water service and sanitary sewer , deterioration until used. onofFailure to protect new and/or existing materials g y' g ' q Y g' P systems, to be installed at locations shown on the drawings + may be cause for rejection of work by the Owner. compacted fill. Refer to the drawings for footing sizes. Place concrete construction condition where used, or as may be required by the local immersion, non-sagging, self-leveling type, color to match adjacent w gs The scope of piers and/or foundations over footings where required for construction of jurisdictional authority, whichever is applicable. Wood in contact with materials; Interior - acrylic emulsion latex, single component, non-staining, work for electrical shall be determined by the Owner, but may Include a 7 The structure is designed to be self-supporting and stable upon wood-frame building. Provide concrete at footings and foundations with concrete shall be pressure-treated type or shall be field-treated against rot non-bleeding, non-sagging, self-leveling type, paintlable and/or color to panel box, duplex receptacles, lighting fixtures, and switches, wjifxrelatedO is y�Q completion of all work It is the contractors' responsibility to determine design strength of 3,500 psi minimum at 28 days. Provide 60 ksi yield and decay (in accordance with treatment manufacturer's instructions) match adjacent materials. conduit, junction boxes, wiring, and other system components'�AII power *•F erection procedures and sequence and to ensure the safety of the building billet steel deformed reinforcing bars In sizes indicated on the drawings, as Sheathing shall be nominal '/-inch, OSB or plywood, at walls, roof, and and lighting products, if used, shall be selected by and installed in I� and it's components before, during, and after construction required at continuous spread footings. Place, support, and secure) soffits, and nominal %-inch, OSB or plywood, tongue and groove, at loft 18. Flashings Provide flashing and/or sealant materials at all exterior wall locations ations determined by the Owner. The plumbing and electrical (if used) reinforcement against displacement during concrete pour Provide floor. Stagger sheathing panel ends at all locations, and ensure that all and roof penetrations, of a type and style appropriate to the surface contractors shall arrange for all required inspections. .1 8. When required in order to correct unacceptable work, all contractors shall 3-inches concrete cover for reinforcing bars, at all locations All reinforcing joints fall over solid wood framing or blocking for secure anchor Wood condition encountered, such as roof openings for vlents, pipes, etc and conduct demolition so as to minimize interference with adjacent bar splices (at corners and other locations) shall overlap 6-Inches fascias, rakes, and trim may, at the discretion of the Owner, be factory- wall openings for windows, doors, vents, pipes, etc. Install flashing and/or SHEET construction areas, and shall protect all previously installed products and minimum and be securely wired together primed wood materials, in sizes and thicknesses as shown on the sealant materials as required so as to ensure weather-tight conditions at materials against damage. drawings. Provide solid wood blocking between wall studs and floor joists, all penetration locations Al VsSNe /,ssEM�LY 1'Y er �sY oWN1 12 QµGHoT cWuLlz .�r-t�tlolK }�/--fi-lEtJ. SI4--1 I'A (> LIQ- V-�I - � IHTo GdPol 2 TYf- @ 1 Ala_ < (e�� — �� t - -- - VI��G i✓Qllti pj= 1=ao(res Q "` - - --r-'tET,s.L GAIL Lv G4�''oL/'c 5/4 8 Wcrt=- l v�T GusTuf ( alr l \, T - - fC�l'NALT G� f (�. 5FI1NCl I�AK Tb_I M , 7` 'l- — -� GST f ti 1 1t=1_h- \ vYL= 1ti 16 10 . /i r4�-4... (I f N v� � (..,4TC-FI � bYLI� %2 n lhlocE 5� �AT'ft V•, Vl�� F- pall- n1 f1h1w1 VldIK.✓ F _ t � � (_V C.E 1, 17 TYp C � r � lz=/C TYI-: - FIL=Lt✓_ AW _ rYE_K_ - - - f `F FIAL-T GrMf - 5}� IN vl-E � is Ib . I�oo�'� 'E-ELT 1-ATCH - WAIe� �'Y ♦.341 Lrl=IE . I ovt}�- �z �KloaG SH ✓:A7 ft C7, 7Y4-. (5LYc1iG � h. x 3 — - -i F 7A F L1 7I H a sHE4 T k � cVL !" - --- 1U � I I ; I I � � � I � ' I � � =�, I x � w o�+rcI•�-rl� �- � I � I � a u- . a1 !` I \ II � � l -d FROST-PREF n, I ' ' � � HOSE SIB �" �� 8 � � � � Del d sri bka v. I. 'Y ' -_��l I I a I = I I I I I I O I I ; u I I '-, T-1 1-1c vLk .24 ,c 2.4 x g r-I +-+ PC ` 7E — -- -- + - SOUTH ELEVATION EAST ELEVATION' SCALE: 1/4" = 1'-0" `--__ -- - GrNG L F (,E � f'a-�=� SCALE: 1/4" = 1'-0" IC-QTL'� IN. DIEL.Com , 1 x 4 W�c,G S1--ATS E- TY1"- - - - -- 1 C G4PL4 ( 'ouV�l�. �- - FI4k3 -WhI� L 1''Y Imo'-uILX � I� W -C ' `fYl`. x 3 �I c` ` ` I -E v ��HINT . `LATS 1 v� �LaF a Ib 7EF d�lE" �� - - W<-�P Gook. @ tG -14` W IV-or M 4-L4 s-I t r-,4,I.6 r-I - ��sT 7Yf". K 9 SIRES — TiziM TYGLL yr cLE C4T !µi t 1 1 Elm T� W I � .— - - --- ---- - H.4If S7YTHw, 1-ATGIf Cs fIAVc�:WAK� ��' GUsToM �,4��IG,4TEh ----------- — wrt � �ss �r� 1-Y +tfu �� ar� rty -TYIP c' W.a�L A+{.EA'ZO - a�i� ElA4T m1_1r d 1� f?ulL�i✓ kc TYr-. XZ , SrI1NVLE£ cV �c .4'x slZl✓ � i � 15 Ib �c�F •v ��LT' �� � z r I x 4- Wv'l�-- 74RIM , T oYtriz %zn Vlcct 4' 0 � -TyK c �oel1 s — -- ., sH STH v ovel{ � J > 7Yf N Zz N Z T�/>GP< ASSE.N1 LY l W Q Z LSI W CC Lo I cs�TEty IN >"ILLr-- , aLL � � J ON O .4x4 W 2 d' V) Woop I'o 5T, PY �' G I LGI=.�c. -fY� , 7 FEBRUARY 2002 -Ty p.—i °x 'v SIZE Ix 4 �7 y 1 I I Co x Cr r ,4l L I --- --�I- ----- I - -- - - - -- - ---- --1- - -- 8 8 - - - -- - - =-- -- - - - - - - -- - - - -- - - - -- - - -- --- - - - - - - - SHEET NORTH ELEVATION \ - WEST ELEVATION - Ll (�H1T 4 4" IT , 7 V11CG S+�Y A2 SCALE: 1/4" = 1'-0" 7Yt-- SCALE: 1/4" = 1'-0" {-Ie.cYIt�E. n�!E6 H (, , ATG . 5�E pE �ralL THl � / � — � � - - - - - Zx12 WooG IzIPE�E (SEAM �- - V.�1=AT}IEK V,4ti1 � posT, SH EST X012 GLIIaoLfl � � � bbl LL }�.oL �; ! hlTc G4l=c �A GONE Tkz4C '7_1C l -- - --- -� i \ ¢ % @ 1 (o" oc, , -t-Y{�. 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GF IC 1EE�✓SLI s -- ��TWEEh1 - � GUT EI�M Zx1Z- I-UMk-E�., �e�Cll-' (7S --- -- � —.4`-�b1dL..�f GcM�- �FIfNC�L�t i G.e-Ile-Ya.izll-i.E L 'f-op GFlola-D ��'I WovG 5♦iEAT}I Com , kY vV�(NEk x Co WAP FAsGA , 7Y I". I r- - -- 4xq Wook y�c T , TYF'. x 5 - - .. - - - -- -2-x4 wit- - --_ - - --- - Woo K- s+f L E:'( s h 6 N L� o r - - -- _ - �_.--- - -- - - - 1 K 4 W ccs - W�# STORAGE -- - I I p � CENTER Il' iF 1'�VIAt- Z " C-LkAF4-Ar,GE -- HALL ;, RUN-IN STALL 3 = -Fl hl l7 °V e le 2 x 4 WOcJ; - — I v✓E E h( �L AT " T YI`. �' r ,_ I o -- - s+ILp,TH C, , 7YI-. C>' WA-(--LS d- - _