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30616-Z
ho�aof 30 Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46973 Date: 04/14/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 815 Uhl Ln Orient,NY 11957 Sec/Block/Lot: 15.-5-24.8 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 08/25/2004 Pursuant to which Building Permit No. 30616 and dated: 09/03/2004 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 an unfinished basement, front & rear covered porches, and an attached garage as applied for. The certificate is issued to: Betty Eccles Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-02-0150 2/27/2026 ELECTRICAL CERTIFICATE: 2028583 9/16/2005 PLUMBERS CERTIFICATION:" Robert Vanetten 10/20/2006 LZ A oriz gna e 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. 30616 Z Date SEPTEMBER 3 , 2004 Permission is hereby granted to: THOMAS W ECCLES 28 HARWOOD DR EAST GLEN COVE,NY 11542 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, & COVERED FRONT & REAR PORCHES AS APPLIED FOR at premises located at 815 UHL LA ORIENT County Tax Map No. 473889 Section 015 Block 0005 Lot No. 024 . 008 pursuant to application dated AUGUST 25, 2004 and approved by the Building Inspector to expire on MARCH 3 , 2006 . Fee $ 1, 688 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. /2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). r /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. New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: ,7/i-dP719S Cu_ e e C z.. 5 Suffolk County Tad Map No 1000, Section C/ 3 Block Q ev o j___ Lot eZ'J� O'er Q' Subdivision Filed Map. Lot: Permit No. Date of Permit.._% &/O)e Applicant: VW %/�V t rl ,5 CC S Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature 15 -Sa , o cJ�r�r PLffiJr217IPLPLLI'[Jr�r.J�'i c I�2JEl.L: �L3PLr..lr�r.1LrL3 mmog�Ln�'0n�n�n�n��n�cr��l-�.n�n��l-�r r�.r����cr�n��r���l-� 19 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 c5 SJIM SAGE ELEC. INC. THOMAS ECCLES5 S5 GREENPORT, NY 11944-0038, ORIENT, NY 11957 5 gl� 5 5 5 Located at LOT)f>O UHL LN ORIENT, NY 11957 e5 5 Application Number: Certificate Number: 5 PP 2028583 2028583 5 5 Section: Block: Lot: Building Permit: BDC: nsll 5 5 5 5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of 5 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 5 5 Basement,First Floor, Second Floor,Attached Garage,Outside,Attic, 5 5 5 SA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed rj 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 C5 5 authority having jurisdiction, and found to be in compliance therewith on the 16th Day of September,2005. ,55 Name QIY Rate Rating Circuit Tyne 5 5 Alarm and Emergency Equipment 5 5 Sensor 2 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 5 Appliances and Accessories c 5 Cj Range 1 0 10.5 KW 5 Dish Washer 1 0 1.2 KW C 5 Exhaust Fan 6 0 F.H.P. 5 5 Pump Motor 1 0 1 H.P. 5 5 Furnace 1 0 Oil 5 Hydro Massage Tub(Therapeutic 1 0 5 5 Wiring and Devices 5 Outlet 69 0 Fixture �5 5 Fixture 68 0 Incandescent 5 rj Fixture 1 0 Flourescent C5', 5 Outlet 125 0 General Purpose 5 5 Receptacle 75 0 General Purpose f cj 5 Switch 69 0 General Purpose seal7� 5 Receptacle 1 0 20 amp Laundry CS7, 5 Continued on Next Page 1 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. Nwi o Z EU 0 EMU e������������������������rn�������������rn�i:U E i gJ2J0 1909919fiJEC.n[ [J9191 J991RPRR172 MfflI r[J�[J�r�rJ�rJ�rJ�[1�cf�rJ�rJ� c0 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE .UNDERWRITERS 5 5 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 e5 5 JIM SAGE ELEC. INC. THOMAS ECCLES c5 5 SGREENPORT, NY 11944-0038, ORIENT, NY 11957 5 �15 c5 5 5 Located at LOT'1-6RUHL LN ORIENT, NY 11957 e5 5 Application Number: Certificate Number: 5 PP 2028583 2028583 cS 5 Section: Block: Lot: Building Permit: BDC: ns11 5 5 5 5 Described as a Residential 3000-4000 square ft. occupancy, wherein the premises electrical system consisting of Cj 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 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 C5 5 authority having jurisdiction, and found to be in compliance therewith on the 16th Day of September,2005. 5 5 Name QTY Rate Ra ine Circuit Tyne 5 5 Receptacle 1 0 30 amp Dryer 5 5 Paddle Fan 6 0 5 S5 Receptacle 7 0 GFCI S Service 5 1 Phase 3W Service Rating 300 Amperes 5 5 Service Disconnect: 2 150 cb 5 5 Meters: 1 5 5 5 5 5 S 5 5 5 5 5 5 5 5 sea; 5 2 of 2 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 S o�Og�FFO(�-coG y Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O..Box 1179 y?f01 �aO� Telephone(631)765-1802 Southold,New York 11971-0959 BULDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: /D 0 A Building Permit No. Owner: 'F � S (Please! print)) Plumber: 0 �; �4 Van E (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this (� day of 20_( _(p Notary Public, ounty E q31. LES Hots � f NeWYorC- Iyp lilk u y 4A31@IR vy 2� b q —I on �)u ass.,$OZ BUILDING DEPT. INSPECTION [ 'FOUNDATION iST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REM RKS: 0004 DATE.'"^�-� 3efLAfINSPECTOR�v� ass.,802 BUILDING DEPT. INSPECTION [ ] NDATION i5T [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: 3� DATE -7 d INSPECTOR � `" T Zr- "Al / 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ 1,FOUN A ION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ;REMARKS: 7 iJ DATE `� � i J INSPECTOR zz"'/ 0 765-1802 BUILDING DEFT. INSPECTION [ ] FOUNDATION 1ST [ �ROUG*Hl PLBG. [ 7FRAMING NDATION 2ND [ ] INSULATION [ [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C• DATE u INSPECTOR pF SOUIyo`o cOUNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND XINSULATION [ ] FRAMING / STRAPPING [ ] FINAL Ki FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ` Na i DATE INSPECTOR pF SO�lyolo cOUHi'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION MARKS: 06 _ DATE INSPECTOR S U T E R AND S U T E R ARCHITECTURE L A N D S C A P E D E S I G N October 15, 2004 2004 Town of Southold Building Department PO Box 1179 Southold, New York 11971 Permit#: 30616 Re: Eccles Residence Orient, New York Attention Building Inspector: The porch footing shown on the plans as continuous footings with concrete walls above, can be replaced with concrete piers 10" x 10" on 20" x 20" x 10" poured concrete footings 36" below final grade and located directly under the columns shown above on the first floor plan. Appropriate galvanized straps are to be used as required by the 2003 New York State Building Code. SgED Sincerely, 'C.%s ,pD Richard M. Suter OF :NN .a. RMS/fmr Encl. Cc: Jim DeMille Construction Mr, & Mrs. Thomas Eccles P. O . BOX 1 7 0 9 QUOGUE, NEW YORK 11959 6 3 1 6 5 3 3 8 7 7 WWW.SUTERANDSUTER.COM FAX 6 3 1 6 5 3 3 8 7 8 S U T E R AND S U T E R ARCHITECTURE LANDS CAPE DE SIG N October 25, 2004 (,iC;' 2 9 20011 Town of Southold Building Department PO Box 1179 Southold, New York 11971 Permit#: 30616 Re: Eccles Residence Orient, New York Attention Building Inspector: The foundation plan of the Eccles residence called for a pier at the mid span of a 20'-4" long wall with a (3) 1 3/" x 11 7/8" microlam girder intersecting at the mid span It is still structurally sound not to install the pier if the following items are done: 1) Max 7'-0" backfill with 6'0" of backfill material to be sand and add drainage tile at footings pitched out to drywell. 2) Concrete pour2l to be a minimum of 2500 PSI at 28 day strength. RE aR�tii Sincerely, Richard M. Suter qTF 16 rvEw RMS/fmr Encl. Cc: Jim DeMille Construction Mr. & Mrs. Thomas Eccles P. O . BOX 1 7 0 9 QUOGUE, NEW YORK 11959 6 3 1 6 5 3 3 8 7 7 WWW.SUTERANDSUTER.COM FAX 6 3 1 6 5 3 3 8 7 8 S U T E R AND S U T E R ARCHITECTURE LANDSCAPE DESI G N March 30, 2005 ---- --.-� 1 ; 005 Town of Southold Building Department MAR 3 2 _2 PO Box 1179 - vi DEP'. Southold, New York 11971 E Permit#: 30616 Re: Eccles Residence Orient, New York Attention Building Inspector: The insulation was installed with R-30 and R-21 in the ceilings and R-19 in the walls. This meets or exceeds the requirements of the RES Check Compliance Report submitted with the plans. 9 ,1SRED RC G� FtD y�A Sincerely, �����i , a a Richard M. Suter o RMS/fmr Encl. Cc: Jim DeMille Construction Mr. & Mrs. Thomas Eccles P. O . BOX 1 7 0 9 QUOGUE, NEW YORK 11959 6 3 1 6 5 3 3 8 7 7 WWW.SUTERANDSUTER.COM FAX 6 3 1 6 5 3 3 8 7 8 RT : COMMENTS FOUNDATION FOUNDATION(2ND) ®oarAM ,® ROUGH FRAMING& PLUMBING111111 K INSULATION PER N.Y. STATE ENERGy CODE FWA T .r � r • r • GAY �• '� � 1 I 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,P971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www.northfork.net/Southold/ PERMIT NO. ,90 wb-ZE� Check Septic Form N.Y.S.D.E.C. Trustees Examined 4131 ,20 Contact: Approved ,200 Mail to: Disapproved a/c • Phone:_,3�'.�- a 31 � Expiration � ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date — a �I , 20� INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this,application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. r (Signature of applicant or name,if a oration) C) P-D7X QO (lreeQD04�-V (Mailing address of applicant) /I qW State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises o v�G\ �<-�s na S CC (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. Sg�� Other Trade's License No. 1. Location of land on which proposed work will be done: _ c5 \ S- fit-,\ V�I 1��5 House Number Street Hamlet . County Tax Map No. 1000 Section ( � Block Lot 6� Subdivision_ (T)kjL� Ray `h i? S Filed Map No. ( o l I p c7 Lot 1 l o O (Name) 2. State existing use and occupancy of premises and intended use an, occupancy of proposecTconstruction: a. Existing use and occupancy it-Igo'qwA f A_141 Ilk b. Intended use and occupancy. S,, r4,-Q V"\cp 3. Nature of work(check which applicable):New Building ;,,� Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 3c)o , c7Oc7 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 �L 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. t j /'j� 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 v2 Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height ` Number of Stories �--- r 9. Size of lot: Front �-( c'� Rear Oro"- 7 U Depth 3©'!c 10.-Date of Purchase DZ Name of Former Owner LvA&ry�� 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES ✓ NO Will excess fill be removed from premises? YES�O kq y(,-Lk t-i►�rnrs k 14.Names of Owner of premises !-e S Addressi�ra• y. Phone No. Name of Architect �� t?V'r S vktIr Address r1•✓r. b oK 1�D q Phone No 2 Name of Contractor Address va fire rA -111S-j Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF;YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MA BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES 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 Y�) SS: COUNTY OF ) 0,\V so, S V--rC Z 1C L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn t before me this j Y o 20d c7 c'?-\ A NVublic Signature of App ' ant J®YCE M.WLKINS Notary Public.State of New York Term Expires June 9 12, 09 pG SOUryolo Town-Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Telephone(631)765-1802 Southold,New York 11971-0959 � oly�4U�,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 25, 2006 Thomas Eccles PO Box 609 Orient, NY 11957 RE: 815 Uhl Lane, Orient TO WHOM IT MAY CONCERN: We are unable to complete your Certificate of Occupancy because of the following reasons: An application for Certificate of Occupancy is not one file. (Enclosed) No Electrical Underwriters Certificate on file. e check is (not on file) $25.00 Final Health Department approval not on file.No final final inspection has been completed. No Plumber Solder Certificate on file. (All permits involving plumbing issued after elk r 4/1/84) Certificate of Compliance from the Trustees. Final Planning Board Approval BUILDING PERMIT: 30616 -Z Thank you for your cooperation. SOUTHOLD TOWN BUILDING DEPT. so�ryo Town Hall Annex l� Telephone(631)765-1802 54375 Main Road 7' Fax(631)765 9502 P.O.Box 1179 G Q Southold,New York 1 1 97 1-0959 IyCOUNT`l,Nc� 2"a Notice BUILDING DEPARTMENT TOWN OF SOUTHOLD October 29, 2008 Occupancy or use is unlawful without a Certificate of Occupancy Mr.T.Eccles P.O. Box 609 Orient N.Y. 11957 To Whom It May Concern: It has come to the attention of the Southold Town Building Department that a Certificate of Occupancy has never been issued for Building Permit#23133-issued on Sept 3, 2004 for a New Dwelling. In order to rectify this situation please submit the following to this office so that a C.O. may be issued. An application for Certificate of Occupancy is not on file.(Enclosed) No Electrical Certificate on file. -,The Check is not on file-$ 25.00/Being returned outdated: No Health Department Approval on file. No final inspection has been made. No Plumber Solder Certificate on file. (All permits involving plumbing being issued after April 1, 1984) Certificate of Compliance from Southold Town Trustees. Approval of the Zoning Board of Appeals* Final Planning Board Approval. pF SO�jyolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 G • O Southold,New York 1 1 97 1-0959 �0 �yc4UNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD August 16, 2011 Thomas Eccles PO Box 609 Orient, NY 11952 TO WHOM IT MAY CONCERN: The Following Items)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$25.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. BUILDING PERMIT : 30(orl'o — New Dwelling SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 yODUNNI BUILDING DEPARTMENT TOWN OF SOUTHOLD January 18, 2012 Thomas Eccles PO Box 609 Orient, NY 11957 Re: 815 Uhl Lane, Orient (4th REQUEST) TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. ZA fee of$25.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4w84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 30616 — New Dwelling O��pF SO(/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y�4UNTN,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD May 22, 2012' Thomas Eccles PO Box 609 Orient, NY 11957 Re: 815 Uhl Lane TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: - ccupancy. (Enclosed) Electrical Underwrite Certificate. (contact your electrician) Yfee of M.0 r//Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning #765-1938) Final Fire Inspection from Fire Marshall. Final Landmark.Preservation approval. BUILDING PERMIT : 30616 — New Dwelling �OF SO!/ly Town Hall Annex Ol0 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 �� �yCOUNV,� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 26, 2012 Thomas Eccles PO Box 609 Orient, NY 11957 Re: 815 Uhl Lane TO WHOM IT MAY CONCERN: The Following Items Are Needed To Complete Your Certificate of Occupancy: pp�ica ci"Yo'i�"ertrfiate�c�f OceapaY�� , 'x Electrical nderwners C� 1`ttf catP (contact your electrician) Final Health Department Appro [umbefs-Solder--Ge►')1•fieate. (Mf permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. BUILDING PERMIT : 30616 — New Dwelling Orient By The Sea, Section Two t Existing Survey for: Thomas W Sanitary Eccles . (Plotted From� W. ExSanit Res. All Old Survey's)/ 1 b„ Private Sanitary, Wells �- \moo �0/o and Vacant ' ~ \ �'` Betty Lou Eccles Lot 115 f. ° Utility \ar, �03 Lot 116 ` Pole, S88'57'40"E \� ' Lot 160 2.3'sa. 1'E. - 106.70— -- Lie — — — = Map of Orient By The Sea — Woods Line up 2' No, Overhead Service Wires 1 Section 3 At Orient J Town of Southold Suffolk County, New York (� Lot 160 �3 o Suffolk County Tax Map Dist. 1000 Sect. 15 Block 05 Lot 24.8 J � J FL.105 0 O r, J � s NOTES a ---- Wooded m 1. AREA =41,064.87 SQ. FT. OR 0.94 ACRES v M 2. ®= MONUMENT FOUND 0 3. SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK ' I OF SUFFOLK COUNTY ON OCTOBER 16,1974, AS MAP NO. 6160 ) 4. ASSUMED DATUM o J 5. NO PUBLIC WATER WITHIN 500' J 6. EL 99.0 = EXISTING SPOT ELEVATION A � < 7. (99.0) = PROPOSED SPOT ELEVATION J o 1 0" (103) \ w ) o Proposed Clearing (103) ° o � q N FLESE°v'GTE Go 21.0' o N !Ainimum distance he`7cen :veil 2 o Porch r � Utility I a[ld• G2.5�.•ir r,o; IS to b- i 5li 'lest. Pole, 25.0' (102.5) N 21.0 0 13.0' VE. .1020 14 9.5 _ 5' "(102.5) — • • � )l EXCAVATION IG.lSp� �'Proposed 7.5• 22.0• l INSPECTION R Qul0r_D Frame T. I \/ FC^ ::AiVITAt�YY;TEh9 C Residence n N ) By Hrzt-.LTH D" PARTi�?!�'N \ Existing ,�, Q First Fir. o 0 0 \ ) �e Elev.= 104.6 ��„��m Sanitary `^^��•^ �.-,.�.. 7.5' n - (Plotted From 8.67' _ \ >m HEALTH DEPT. USE N s sT _ r Old Survey's) Q 27.0' n 12.5' q (102.5) o p (102.5) (0 o Roo,Over Wood Porch LP. \(102.21'` ; UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES s.T.• 3 Proposed 1 121s Son1\°ry Sanitary `. — Exitln9 i o PE'RMIT FOR APPROVAL OF CONSTRUCTION FXZ A System :a—1 180't to Existing Well p SINGLE FAMILY RESIDENCE ONLY F-E 1 �' ' 1 —�Wl o 1 1 < -CL ATE 6-0 o, HS REF.NO. 10-0,') 0 l S 00 PPROVED w FOR rAAXIMUM OF BEDS :MS J N °' 10 / 1 1 EXPIRES THREE YEARS FROM DATE OF APPROVAL of 0 0 X w a 9 9 \_s SURVEYOR'S CERTIFICATION w of 3'�'S0 WE HEREBY CERTIFY TO THOMAS W. ECCLES BETTY o ql oo, r / s1 LOU ECCLES AND COMMONWEALTH LAND TITLE INS. COMPANY (RH80021308) THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF LAND SURVEYORS. SQnttQ�xistin9— �a EX6stmg From OSed 90.() 0�� P\oLte6 s) pro _ Pi� O °/ ,7 y L�>t q 0. O\d Survey W +nPi c i� 't Q y eat) }/ ,c _ 'con" ° yn 4t;fa P _ �g / JOHN SCHNURR, N.Y.S. L.S. NO. 49517 EX Sang a ys We\\S JOHN SCHNURR PROFESSIONAL LAND SURVEYOR, PLLC P.O. BOX 1492 ROCKY POINT, N.Y. 11778 (631) 744-2055 Voc°ak PLOT NEW HSE.: August 20, 2004 DATE: July 12, 2002 SCALE: 1"= 30' JOB NO: 2002-107 UNAUTHORIZED ALiERATOF THE ADDITION TO Pil;SURVEY IS A EDUCATION ON COPIES OF THIS SURVEY MAP NOT REAPING THE LAND SUPYEYOR'S INKED SEAL CEk IILICATION INDICATED HLk LUN SHALL RUN ONLY TO THE PLI,SON FOR WHOM THE SURVEY IS PREPAk ED AND ON HIS BEHAI T OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID OR TRUE COPY TO THE TITLE COMPANY, GOVERNEMENTAL AGENCY AND LEIII)ING INSTITUTION LISTED HEREON, AND TO THE ASSIINEES OF THE LENDING INSTITUTION, CERTIFICATIC)NS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SIIBSEOUENT OWNERS. Orient By The Seta, Section Two Foundation Location Survey for: Q Thomas W. Eccles Exieting Res. a n d Private Sanitary, Wells o Vacant Betty Lou Eccles }} y Lot 115 +• � o Lot 116 Utility j �Nr Pole, S88.57'40"E �� Lot 160 1'E - =— — —� = I 1066.70,, _ Map of Orient By The Sea _ � � = _ _ 2.3'So. — F� Woods Line Up 2' No. Overhead Service Wires—f Section 3 I as, O� At Orient ad Town of Southold Suffolk County, New York I I ' Lot 160 N Suffolk County Tax Map Dist. 1000 Sect. 15 Block 05 Lot 24.8 I y NNOTE (Jr a Wooded 1m 1. AREA =41,064.87 SQ. FT. OR 0.94 ACRES ° 2. p= MONUMENT FOUND v M 3. SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERK o OF SUFFOLK COUNTY ON OCTOBER 16,1974, AS MAP NO. 6160 o �1 4. ASSUMED DATUM > I 5. NO PUBLIC WATER WITHIN 500' 6. EL 99.0 = EXISTING SPOT ELEVATION a 7. (99.0) = PROPOSED SPOT ELEVATION ° 0 O =� I ° '0 I \\ —Proposed Clearing ;o � i l 12 2004 n Utility Z I � la I , Pole, 25.1' ti 21.0 0 13.0' 1'E. ' 0 14.5 49,�j' t- �\ 7 o Foundation only N ) Fnd. elev.= 103.6 q ) HEALTH DEPT. USE 7.4' > T .� 6.7' 87' 6.T )r V 0 ° N 10 O 27.0' 12.5' N 9.0' � I D 3 `— m i rt 0 o m m 14 0 3 0 0 aD :3 03 m a w_ o m rn N o A2 5�o ° 0 � c w y SURVEYOR'S CERTIFICATION a - - 5p"W ��` WE HEREBY CERTIFY TO THOMAS W. ECCLES , BETTY LOU ECCLES AND COMMONWEALTH LAND TITLE INS. o ) - COMPANY (RH80021308) THAT THIS SURVEY WAS co s EL 99 6 PREPARED IN ACCORDANCE WITH THE CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF LAND SURVEYORS. z W\ 0 o J�tires"' O 00 F. J,�' PToP°5ed �9 A�f(�•- � PIA"j We�� vh� L°ree�tl CD ��" �.'rG`t�;�,u':��`�.Ir MP JOHN SCHNURR, N.Y.S. L.S. 51i(/b1r c;s � 5 JOHN SCHNURR EX,So 9 o<y we"5 PROFESSIONAL LAND P«gate SURVEYOR, PLLC P.O. BOX 1492 ROCKY POINT, N.Y. 11778 (631) 744-2055 Foundation Loc.: September 30, 2004 Vocoo- Plot New Hse.: August 20, 2004 DATE: July 12, 2002 SCALE: 1"= 30' JOB NO: 2002-107 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION COPIES OF THIS SURVEY MAP NOT REAPING THE LAND SURYEYOR'S INKED SEAL CERIII ICATION INDICATTED HEREON SHALL RIIN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF OF SECTION 7209 OF THE NEW YORE STATE EDUCATION LAW OR EMBOSSED SEAL SHAI L NOT BE CONIII ERED TO BE A VALID OR TRUE COPY. TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 000 spa"co SCM00M vac r GVUL LOT 11-to. > o -n R •r� d D C C r APR 1 4 2026 n o Z "• `° •� rn o a. I � 'C i Q Q O Z ,•, ,u:3y( gSZrfa�a�'d: a�rr�L. D < 5 „ O v . f .•3v *�rFa0.o$ 1ac�j • rFn z s c D z s1 m D (b m S O m""' rn -n �' � �. , �p m � ram-• -n cn v 1J Q m d Q7 f D Cr+ m Q rD O -.w.. toy. ' off. `� '"� •.� j� � ��" !c -r ,. , R ' . F�dO To . x Vj T. dk x AAS 9 �o i " OF cloc ROFESStONA ITEM � V 4, a FEB 17 2026 SUFFOLK CO. HEALTH SERVICES OFFICE 4F WAS i EINATER MGMT. 3 c ' Sep 02 ..04. 10;.21a Suter and Suter Architect 631 653 3877 p. 7 Permit Number REScheck Compliance Certificate checked By/Datc New York State Energy Conservation Construction Code REScheekSoflware Version 3.6 Release 1 Data filename; C:\Program Files\Check\REScheck\Eccles.rck PROJECT TITLE:Eccles COUNTY: Suffolk STATE:New York HDD: 5750 CONSTRUCTION TYPE:Detached 1 or 2 Family BEATING TYPE:Non-Electric WINDOW/WALL.RATIO:0.1 DATE:09/02/04 DATE OF PLANS: 6-30-04 COMPLIANCE:.Passes Maximum LTA:=537 Your Honre UA=501 6.7%Better Than Code(UA) ' Gross Glazing Area or Cavity Cont. or Door Perimeter :R-Value R-Value U-Fact4F_ Ceiling 1:F1at.Ceilbi g or Scissor.Truss 1843 19.0 0.0 94 Wall 1:Wood Frame, 16"o.c. 30.70 19.0 0.0 I56 Window 1:Wood Frame:Double Pane with Low-E' 420 0.350 147 Door is Solid 42 0.400 . 17 Floor L.All-Wood Joist/Truss:Over Unconditioned Space 1843, 19.0 0.0 87 COMPLIANCE STATEMENT:. The proposed building represented in this document is consistent with the building Plans,specifications,and other calculations,submitted. 'th this permit application.,The proposed systems]lave been designed to meet the New York State Energy Consery tion Construction Code requirements. When a Registered Design Professional has stamped and signed this page,they a attesting that to the best of his/her knowledge,belief;and professional judgment,such plans or specifications ^in compliance with this Code. 'Builder/Designer Date Sep 02 04 10: 20a Suter and Suter Hi-chi.tect 631 653 3877 p. 3 REScheck Inspection Checklist New York State Energy Conservation Construction Code. REScheckSoftware Version 3.6 Release 1 DATE:09102/04. PROJECT TITLE: Eccles Bldg. Dept. l Use 1 Ceilings: [ ] I l. Ceiling is Flat Ceiling or Scissor Truss,R-19.0 cavity insulation Comments: I Above-Grade Walls: Wall 1:Wood Frame, 16"o.c.,R-19.0 cavity insulation Comments: . l I Windows: [ ] 1. Window 1.WoodFrame:Double Pane with.Low-E,.U-factor.0.350 j For windows without labeled U-factors,describe features: j ff Panes Frame Type Therdial Break?[ ]Yes[ ]No I Comments: I Doors: 1'. Door 1: Solid, U-factor:0.400 j Comments: j Floors: Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-1.9.0 cavity.insulation i [ ] j Comments:, s :fir Leakage: [ ] I Joints,penetrations,,and all other such openings,in the building envelope that are sources of air" j leakage must be sealed. G [ ] I Recessed lights must be 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly I with a 0.5"clearance from combustible materials.If non-IC rated,the fixture must be installed with a I 3"clearance from insulation. I I Vapor Retarder: [ ] j Required on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. I is (materials Identification: [ ] I Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [ ] I _Materials and equipment must be identified.so that compliance can be determined_ [ ] .Manufacturer manuals for all installed heating.and-cooling equipment and service water heating # 1 j equipment must be provided. [ ] I .Insulation R-values and glazing U-factors must be clearly marked on the building plans or specifications. i j i I s Sep .02 04" .1O: 2Oa Suter and Suter Architect 631 653 3877 p. 4 ( Duct Nsulationn: Supply ducts in unconditioned attics or outside the building must be insulated to R-B. [ ] { Return ducts.in unconditioned attics or outside the building must be insulated to R-4. [ ] ( Supply ducts in unconditioned spaces must be insulated to R-8; [ ] ( Return ducts in unconditioned spaces(except basements)must be insulated".to R- [ ] { Return ducts in unconditioned spaces(except basements)must be insulated to R 2.. ( Insulation is not required on return ducts in basements:. ( Duct Construction: All joints,seams,and connections must be securely fastened with welds,gaskets,.mastics(adhesives), „ { . mastic-plus-embedded-fabric,or tapes. Tapes and mastics.must be rated UL IS I A or UL 181 B. ( Exception_Continuously welded and locking.type longitudinal joints and seams on,ducts ( operating at less than 2 in.w.g.(500 Pa). The HVAC system must provide a means for balanein,,air and.water systems... I Temperature Controls: [ ] I Each dwelling unit has at lesat one thermostat capable of automatically adjusting the.space { temperature set point of the largest zone. { Electric Systems: [ ] I Separate electric meters are required for each dwelling unit. I { Fireplaces: ( ] { Fireplaces must be installed with tight fitting non-combustible fireplace doors. ( ] { Fireplaces must be provided with a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New-York State or I the New York City Building Code,as applicable. ( .Service Water Heating: [ ] { Water heaters with vertical pipe risers must have a heat trap on both the inlet and outlet unless the ( water heater has.an integral heat trap or is part of a circulating system. [ ] { Insulate circulating hot water pipes to the levels in Table L. Circulating Hot Water Systems: " Insulate circulating hot_water:pipes to the levels in Table 1. I I "Swimming Pools: ( ] { All heated swimming pools most have an onloffheater.switch and require a cover unless over 20% ( of the heating energy;is from non-depletable sources.,fool pumps require a time clock. ( Heating and Cooling Piping Insulation: ( ] { HVAC piping conveying fluids above 105 'For chilled fluids below 55 T must be insulated to the levels in Table 2: i 3 j i } Sep. 02 04 10: 20a Suter . and Suter . Rrchitect 631 653 3877 p. 5 Table k Mb murn Insulation Thickness for Circulating Hot Water Pipes. Insulation Thickne s in Inches by Pine Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temmoeratm TIP to " 11P to 1.25" I,5"to 2.0" fiver 2„ 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 15 I00-130 0.5 0.5 0.5. 1.0 Table 2: Minimum Insulation Thickness for HVAC Pipes. Fluid Temp. insulation Thickness in 1 cbes by.Pi Si= Pinin erg ast m T-WQS Rangc( 2"Runouts 1"and Less 1.25"to 2" 5"Lg 4" Beating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120 200 0.5 .1.0 1.0 1.5 Steam Condensate.(for feed water). 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U c� .. .:Z I _ - _... ..._..... .. _ ._.- ._... ..... . .. ... .---- .... - - _.._......- - --�-- — r��N - WIND—BORNE DEBRIS PROTECTION FASTENING ____ FOR W NE -_ t�—�- I a./ �� -.-,—=�=':_r���.-_-.n-: •:.; .,:_.� -:-:- _ - - - - -- - -- _:..—._....._..".�_.: OOD STRUCTURAL PA LS .• _ �• ...>r 1' yS,v"`.:ci;.:1M.:,1T7:r `•'J' ''1Yp' tt. :.1 `S,- "PF''':'"q, hY-+'r^�+ -.r..+«.......+—..._......-. ^'�� ,! � - - ! � :P...,.w�ca"',�..�:��..a...__......._,:art•+ :�.�i�:,. 'utn"£uw,."�kr:;d��;;:i. 3,..3%rv�'•.'. ;u�.,.,_a�.x„san,exr.�,tw-�auau3"�—.4,w:ecr�..:.7m�......��;,� �'� - -- --- - �.Yn:�:w.vet"per"iudr�.••�anvaa�y�..'�_' ..... ..W—: For Max. 33'-On MEAN ROOF HGT. HOUSES . •• _._ —_...___:__�__._.._._................. . A.P.A. SPAN RATED 48124 G STRUCTURAL DE 5/32 R CTURAL i x � '1 . , _ �, _ _�� ___�-L�J� •_. —_._...._ . . SHEATHING OVERLAP OPEINING MIN. 4" TO ALLOW . __L.�1��. FOR FASTENER CONNECTION AND 2X4 SUBSTRATE WHERE REQ'D. ALL METAL PARTS TO BE ALV. OR STAINLESS STEEL. ALL _ PANELS, SUBSTRUCTURES, AND FASTENERS i 1 � � •"'-' -' � � � I TO BE HUNG UNIDER THE HOUSE. 41 21 l � l ��-k� N aJ�o�- �L •���1n1� I TABLEMn4>4 - 'SGt ✓v�.�C%� C3.r�. - ! WIND-BORNE DEBRIS PROTECTION FASTENING SCHEDUL I FOR WOOD STRUCTURAL PAINELSa.b,c,d FASTENER SPACING 4f0ort 6foot FASTENER Panel span <panel:span <panel span ' ITYPE 5 4 toot 5 6 fDiDt S 8 foot 16" 12J, � Woodscrews 9rJ -:-;� - Wood screws 16" 12" r • —s.. ____._-_....._._...._...... ' F S: 1 inch = 25.4 nnr, I foot = 304.8 mm, I pound -0.4 4 kg, ' ---------- - 1 mile per hour=1.G09 km/h. a.This table is based on 110 mplr wind speeds and a 33-foot mean roof height. b.Fasteners shall be installed at opposing ends of the wood structural panel. c.Nails shall be I Od common or 12d box nails. d.Where screws are attached to masonry or masomy/stucco,ilrcy shall be attached utilizing vibration-resistant anchors having a minimum ultimate withdrawal capacity of 490 pounds. . . .. 5 U - T •]E R. AND S U. T E R � � •'. •• . . . �.__.._...Y -.�LIE: ���,�f.(D•.I\J.�_..�..._... ...._ .. A R C H I T ECTURE L A N D S C A P E D E S I G N co _. _... .__......... - _......... .._.,.......-. P. O. BOX • 1709 124 TESSUP AVE. QUOGUE, NEW YORK11959 -- _._._.... __..__._.....-._.. ....... ... ..... ........... . ......_..........-._. . -._-. UTEILCOM FAX 6 3 1 6 5 3 3 8 7 8 d,T 16 �y _. . / 6 31 653 3 8 7 7. WWW.S;i:f7�S , — ... r7 /6 CONSTRUCTIONS NOTE TAW,, Nailing Schedule ' . Prescriptive Design Limitations �r _ f3 p eima')?4Q_1 p 1) ALL FOOTINGS TO REST ON VIRGIN SOIL 4 BE A MIN. T-0'BELOW FINISHED GRADE. 2) ALL CONSTRUCTION TO CONFORM TO ALL STATE&TOWN BUILDING CODES INCLUDING ' Number of Number of Table 3.2- Sill or Bottvrn Plate to Foundation Connection Requirements for. 2003 CHANGES. r u Joint Description Common Naits Box Nails Nail Spacing 3 ALL CONCRETE TO.BE MI3,000 Reference Exposure B (Cont.) N. P.S. 28 D ::• Ind E osu I. AY i _.- Attribute " .. Section "'•' •R _��.� OOF 4 ALL .. Fr FRA11iIlH�'.1`;_ FRAM ING G N LUMBER O L ER T BE DO 'UG 1 .. :.. F UN R#F2 LESS NO .NOTED OTHER a WISE. :•: � y;•ti 9: •'r :II r• 1 " i Y 7% r i'` 5•• �t 4 1• �s H iR� yt yy ,•p. Co Plat' (Toe-nailed). •:�,•., ,!'. �`F.C:OUIt• t" e, T '- s eTabl 3 5BRIDGINGe 3.4A .see Table .+4- P 3.'�,'• A r.,•, ,�• er rafter• MAX. 8-0 ON CENTER. �• ( ) ( ) I t t Jloist to Top Plate (Toe-nailed) (see Table 3.4A) (see Table 3.4A)3 per oist 6) DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS AND BATHROOMS. Lumber Joist S an» 1 j Dead Load Assumptions:Roof/Ceiling Assembl DL=15 sf,Wall DL,=60 if P 26 3,1.3.2a Ct Jloist to Parallel Rafter (Face-nailed) (see Table 3.9A) (see Table 3,9A)3 each lap Three Second Gust Wind Speed(mph) 120 7) DOUBLE JACK STUDS UNDER HEADER OF ALL SPANS OVER 4'-0". MIN. HDR SIZE 2 2X10 Joists Ct Jloist Laps Over Partitions (Face-nailed) (see Table 3.9A) (see Table 3,9A)3 p P ( P ) 130 140 150 ( ) Joist Spacing 24"o.c. 3.1,3.2b each la Re uired Capacity of Connection(ipif)t'2'J UNLESS NOTED. Cs fife to Rafter (Face-nailed) (see Table 3.6A) (see Table 3.6A)Z per tie • 8) ALL FRAMING NAILS TO BE GALVANIZED NEAR SALTWATER EXPOSURE, Cantilevers-Supporting loadbearing walls or d 3.1.3.2c 2.1a Bhg,to Rafter(Toe•nailed) 2-8d 2-lOd each end Number of Roof Span 9) RELATIONSHIPS OVERRIDE DIMENSIONS, DIMENSIONS OVERRIDE SCALING. shearwalis' Rirairdto Rafter(End-nailed) 2-16d 3-16d each end Connections Stories (ft.) U L S U L S U L 5 U L S 10) ALL BUILT UP GIRDERS TO-BE GLUED&NAILED. ALL LUMBER TO BE CONTINUOUS setbacks-Loadbearing walls orahearwalls' WALL � �. d 3.1.3.2d 2.Id F]L,lV)aiG' %D 12 105 * 191R 147 *. 224R 191 * 260R 239 * 299R ' LENGTHS, Floor Vertical Floor Offset d T,p IPlate op Plate (Face-nailed) 2.16d' 2.16d' per foot M 11) ALL BUILT UP FLITCH BEAMS TO HAVE W DIA, BOLTS 16'ON CENTER ON BOTTOM&24"O J r 3.1.3.2e 1.2 p Gn 16 138 188 242 300 " " " Diaphragms Floor Diaphragm a Tcp I.lateattersections (Face-nailed) 4-16d 5-16d joints-each side n 'fl CENTER ON TOP,ALL TO-BE 2 FROM EDGE. MIN, 3 X3 X1/4 STEEL BEARING PLATE AT EACH p gm Aspect Ratio Table 3.16B 3.1.3.2f - StudI to anFace-nailed) 2-I6d 2-16d 24"o.c. ;D 20 171 230 293 362 END. 24 204 272 345 424 N Floor Diaphragm Openings Lesser of 12'or 50%of 3.1.3.2g 1,4 JI(adlcr to der(Face-nailed) I6d ' I6d 16"o.c.along edges � 1 12) UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 5/8'FIRE ...1 28 237 314 397 486 PROOF G.W.B. TO CODE. Building Dimension Top(or But Plate to Stud (End-nailed) (see Table 3.5A) (see Table 3.5A) per stud < 32 23 314 397 486 0 .>•ca4flif, =;.`li:`� S',�';;tiS�;�1� •;":.':,,,,T..�.a;r•,.re/; •,• , 548 13 �,: ,.. tti: u^ 1, :r" t:•' vT +i'<'ai�A:',r:::'.i d''.:•`. •�N,:3:,::.4g'�:r{'e p - FIREPLACE TO BE SUPPLIED WITH FRESH AIR VENT AND GLASS DOORS PER 2003 ENERGY ,., �.r...a,. .,re. -i; ;; ;,r:?;: .:••� "',L•r, a 1 ,.,d ..:'±+...:. ;�:;•„�� .:,:r.,;,a•,rr�r�,1 W LSYSt,7,'1?�1viS ^%ie..c.,.;�•�•+n..,;.•..y,±.: Bottconi Pia Floor joist,Bandjoist,Endjoist or 2-I6d'z 2.16d'= per foot Sill Plate to Foundation 36 304 399 501 6l0 `p (Crawl Space*or "t CONSERVATION CODES AND FIRE PROOF HEARTH TO BE INSTALLED PER CODE. (FRAME Wall Studs Loadbearing Wall Height 10' 3.1.3.3a - BIoell:eetg (I-trailed) i . N Basement) 20 ; l l l * 301R 170 353R 233 410R 302 470R C FLOOR J016TS PER CODE AT HEARTH WITH REQUIRED SETBACK). --- _� - 2a. 111 212 285 362 m 14) jjC DENOTES 4X4 C.C.A. POST ON14'X8'X16'CONCRETE BLOCK T-0' Non-Loadbearing Wall Height 20' 3.1.3,3a _ FLOOR FRAMING ( C BELOW GRADE, ALL DECK FRAMING TO BE.4 C.C.A. PRESSURE TREATED Wall Stud Spacing ( 2 28 177 254 337 426 O P g 24' o.c. 3.1.3.3b Jois " '^'i Plate or Girder (Toe-nailed) a-8d 4•I0t per joist Z \� 32 211 296 389 488 frl f-- - LUMBER. Shearwalls Shearwall Line Offset' l;rj( :, (Toe-nailed) 2-8d 2.1 Od each end N 15) I_e- �. DENOTES 3 W DIA. LALLY COLUMN ON 24"X24'X12'THICK POURED CONCRETE 4' 1 3.1.3.3c 1.5,3.1b U(o,; .:7 Joist(Too-nailed) 2-8t 2-IUd each end 3G 244 339 44l 550 d ! Bloc;,to Sill or Top Plate(Toe-nailed) 3-1 Gd 4•I Gd each block 23 1 17 ' 411 R 194 • 482R 277 * 559R 3GG * 1641 R "Z FOOTING. LALLY COLUMN TO,BE FILLED WITH POURED CONCRETE. Shearwall Story Offset' 3.1.3.3d 1.6 3 32 1 1 236 329 228 16) r -] DENOTES 8"X16' CONCRETE PIERS ON 16"X24"X12"POURED CONCRETE Shcarwall Segment Aspect Ratio Lcd,jierip to Beam(Face-nailed) 3-I6d 4-I6d cash joist _-� 8 P Table 3,17D 3.1,3.3c 1.7 t Joisill.edgcr to Beam Toe-nailed 3.8d I FOOTING. ;, ( ) 3 od par joist )G 184 279 " ':�; ;±; fr���i'''•'ti` i,7;rr k• ,.. Bandtst to Joist End-nailed 381 490 •:%: •.,: =t:E ;c:;;•,.$"1,•i '•(:;N.�;,;!•� W• ( ) 3-IGt 4-IGtI per joist 17 BASEMENT ;%�. +.i i .r.r. s'• ,-..�':i y,'; 9 `"'� •y.'{:\. P J J A EMENT SLAB TO BE 4 POURED CONCRETE. 9 ,; OF,SXSTE112S; •1 ;;;:.;.;;:',; t„• , r 'I „.: J J J " - ';r...1. yi,: 1/'t;ei.!'..,.:ii;1..i��: ,"iT/.if;1':.�•�,�,•{':.'�!f:.?�ii}!atifi: 13andt-it to Sill or Top Plate(Toc-nailed) 2-16d' 3.1 Gd 12 t OS 157 436 14T 185 436 191 214 436 239 2aG 43G _ per foot 1 G 138 188 242 300 18) CRAWL SPACE SLAB TO BE 2 POURED CONCRETE. Lumber Rafter Span(Horizontal Projection) , i2 J '-- 19) GARAGE SLAB TO BE 4' POURED CONCRETE WITH 6'X6'X6/6 STEEL MESH REINFORCING ON Rafters P ( J ) 2G 3,1.3.4a - ROOF SIJEATIJING 20 171 230 293 362 Rafter Spacing „ COMPACTED SAND&GRAVEL. PITCH SLAB TO DOOR MIN. ''/++' PER 1'0". P g 24 o.c, 3:1.3.ab Strvr alPanc(s 8d IOJ -- - -��° I 24 204 272 345 424 20 FURNACE AREA TO HAVE FRESH AIR VEND AND FIRE PROOF FLOOR TO CODE. Eavc OverhangLength' Dingul.3oard Sheathing (sec Table 3.10) _�_ �_ ,e g Lcsscrof2 or 3.1.3.4c 2.1f � ILE. G� �• �" 28 237 314 397 486 21) INSTALL FIRE STOP BLOCKING IN ALL LOAD BEARING WALLS, _ "-h"or I"x8" 2-Hd 2-1od ersu support Z `�"� '�- rafter span/3 p pp 32 271 .3$6. 449 548 22) FIRESTOP PREFAB. FLUE SHAFT TO CODE. MAX. V-0"ON CENTER WITH 1 HOUR RATINGLength' t 0"or wider 3.8d 3-10d persupport Rake Overhan 1 t Wall Bottom Plate to 36 304 .399 501 610 USE 6/8'TYPE'X'GYPSUM.BOARD. gLcsscrof2 or 3.1.3.4c 2.1g i CEIL]NGSLLEATHING p Flat-12:12 3.1.3.4d CEILING Foundation 20 111 157 4363 170 185. 4363 233 214 4363 302 246 4363 • 23) SEPARATE HOUSE AND ATTACHED GARAGE TO CODE 45 MIN. RATED WALL, DOOR &JAMB. Perlin s anl2 DOOR TO BE SELF CLOSING. Roof Slo a GyFsLae':Valoard Sd coolers Sd coolers 7"edge/10"field (Slab-on-Gradc) 24 144 212 285 362 2 28 177 254 t337 426 24) IF A SWIMMING POOL IS INCLUDED IN THE:PROJECT, IT MUST BE ENCLOSED WITH A 4'HIGH Roof - Roof Diaphragm Aspect Ratio' Table 3.16A 3,1.3.4e WALL SHEATHING:• - t FENCE&SELF-LATCHING GATES,TO NYS CODE. Diaphragms - Strvdard Pals 8d 10d 32 2l I 296 i389 488 e. (see Table 3.11) 36 244 339 441 550. 25) NOTE:ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT a Fiberrt:ard Pels EQUILIBRIUM CONDITIONS El. GIRDERS, FIL.JOIST,TRIM, ETC. See exceptions. g �1 7/1' 6d' 3"ed e16"field 28 117 157 436J 194 185 436J 277 214 436J 366 24G 43G� 26) INSTALL GALV. RAFTER TIE DOWNS TO TOPPLATES IN ALL FULL HGT. CLGS, (CATHEDRAL)& For roof snow loads,tabulated spans are limited to 20 ft. 2$2" 8d' 3"edge/6"field 3 32 151 236 329 428 ALL RAFTERS AT SEASHORE. (SEE HIGH WIND NOTES) It c 36 I84 279 381 490 ;, Hai7s ;oard Sd coolers Sd coolers 7"edge/10"field 27) BUILDING FELT(OR TYVEK OR EQ.)TO COMPLETELY COVER SHEATHING. "� .. . .. .. (�' C � U = - Connector upliR load. 1 r TABLE 1609.1.4 I Hard) d 8d 8t '(st e�sbte3rl}j- tt r¢ 28) IF WOOD I BEAMS, MICROLAMS OR EQUATE ARE USED, FOLLOW ALL MANUF, SPECS. FOR WINDBORNE DEBRIS PROTECTION FASTENING Putii �trdP trte)s 8d 8d (see manufacturer) �?, �r L Connector[Literal load(perpendicular to the wall). SIT�STORAGE, INSTALLATION, DRILLING, BLOCKING, &LOADING. SCHEDULE FOR WOOD STRUCTURAL PANELSo•e•0 S = Connector shear load(parallel to the wall). 29) T)IE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS OR METHODS. FASTENER SPACING(Inches) Din! .Board Sheathing R - L/W for wind perpendicular to the ridge and W/L for wind parallel to the ridge,iwhcre W is the building 30} ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR ; Vx6"or 1"x8" 2.8d 2-10d persupport width and I,is the building length. t ' �� 11 ' �!t .FASTENER 2(eels 4 feet e 6 feet< 1"x10"or wider 3-8d 3-1 Od per support THE ARCHITECT IS NOT RESPONSIBLE FOR THE ENTIRE PROJECT. �(, 7 T� BP TYPE Panel panel Panel Panel ;':.:.Y•:. .•:.::.:.-: :,;-:;.:, ,;.,,..:,,. •..31) THE ARCHITECT ASSUMES NO SITE CONDITIONS THAT ARE NOT INCLUDED IN THE PLANS, span �t� _ I P ''s t• FLOOR SHEATHING;:: (LE span sspan Anchorage required in the foundation � p pan• •} •�•�' •,<s_',:.^•','•'�� r.••?�'.�•.•'� r fret to resist lateral loads shall be determined n design per Section 1.1,4, ANY ROCK FORMATIONS, BEDROCK, UNDERGROUND STREAMS, ETC. MUST 8E SITE similar) s 2 feet s 4 feet s 6 feet s 8 feet Structirl Panels I t Tabulated uplift and lateral loads shall be permitted to be multiplied by 0.75 and 0.92,respectively,for framing not INSPECTED BY A LOCAL ENGINEER&ANY STRUCTURAL CHANGES THAT OCCUR THAT I '•,,;less 8d lOd 6"edge/12"field , located within 8 feet of building comers, ' CHANGE THE PLANS ARE NOT THE RESPONSIBILITY OF THE ARCHITECT. i. 1 2'/2#6Wood 16 16 12 ;raterts I" lOd 16d 6"edge/6"field z Tabulated uplift oats assume -. .--•i 9 p 1 ume a roof and ceiling assembly dead load of 9 psf. (0.6 x 15 psf--9 psf). 32) COPYRIGHTED:ARCHITECTURAL WORKS(COPYRIGHT PROTECTION ACT PER UNITED �--w Screws Diaponal➢.ad Sheathing 3 Tabulated shear capacity requirements assume all walls are sheathed in accordance with Sectiion 3.4.4.2. For other STATES CODE ALL ARCHITECTURAL WCRK CREATED AFTER DECEMBER 1, 1990, INCLUDING ' ., .; 1 Ili"or I"x8" 2-8d 2-10d per support I THIS SET OF PLANS, IN TERMS OF OVERALL FORM AS WELL AS THE ARRANGEMENT AND '';t 2/2#8 Wood 16 16 16 ]2 140"or wider 3-8d 3-10d per support wall sheathing types the tabulated shear capacity of the connection shall be divided by the apppropriate sheathing type COMPOSITION OF SPECS AND ELEMENTS IN THE DESIGN, FOR A PERIOD OF 75 YEARS, w ; , SP Screws r adjustment factor in Table 3.17D. ...- Idailhig°quirements are based on wall sheathing nailed 6inches on-center at the panel edge.If wall sheathing is nailed 3inches on-center at the 304.8 mm,I pound=0.454 kg, p A cite to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,su6h as shear I - 1 � '' .• For SI: J inch=25.4 mm,1 foot= ' COMPLIANCE WITH RESIDENTIAL CODE OF NEW YORK STATE DATED JAN. 1 2003 1 mile per hour=0,44m/s. antes,sallbe used to maintain the load path. > •'' 'o MINIMUM a.This table is based on a maximum wind speed lilien ball sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to 1-I6d nail per foot. l Ground Wind Seismic weathering Frost Termites Decay Winter Ice shield Flood p (3-second gust)of 130 earrosi7n resistant I 1 gage roofing nails and 16 gage staples are permitted,check IBC for additional requirements. t snow speed Design Ilne Design underlay- hazards EMBEDM NT• ' mph and mean roof height of 33 feet or less. t b.Fasteners shall be.Installed at opposing ends of the wood structural load (Mph) Category depth,. Temp meat �• I required }-- panel. • ° c.Where screws are attached to masonry or masonry/stucco,they shall AMERICAN FOREST&PAPER ASSOCIATION "'•`•"..!,. 45 PSF (zo A ' severe 32' Moderate Slight- 110 F y�/ �O Typical BF, be attached utilizing vibration-resistant anchors having a minimum ,~ ' -hen moderate (( 7 ' - •-- • -• , _ with hMuBsod _ o 1 capacity of 490 pounds. ' An - TV iliGAL WALL SECTION Scale:l"=re" _ Table 3.4 Rafter/Truss Framing to Wall Connection Reequirements for Wind I , TABLE R301,4 VEwITOP OF ROOF W/RIDGE VENT OR ROOF Loads - Exposure B (Cont.) MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS VEN"f53 T3 COD6 ----•••- • • ---- (in pounds per square foot) USE LIVE LOAD � � Dead Load Assumptions:Roof/Ceiling Assembly DL=15 psff ' s/".: • ' Exterior balconies 60 _ .17, U.S.FILM Deckst 40 g;�BATT INSULATION WIVAPOR BARRIER ON Three Second Gust Wind __._.___._•____. Passenger vehicle garages" 503 HEATED SIDE. _ Speed(mph) 120 130 140 1S0 d �._.....__•-_._._ COMPLIANCE Wl2003 CODE , ,1e _.----_..........-._.._..._____ _ Required I' Vr.l c Attics without storage 10 $G PM1BD. '--- - daft Roof Span fConnect' ed Ca aci o ton Ilns, ea ` er/Truss , USING W.F.C.M. WOOD FRAME Auks will story zo _ t _ ._..:-.-BY CONSTRUCTION MANUAL 1995 EDITION . t s 1'•° n TOTALRU=1/R. .30 ,�� ;:pacing(in.) (fl> u'' L S u''° L S u'° L 5 u'' I. S - USING PRESCRIPTIVE DESIGN METHOD. '/z" DIAMETER "J" BOLT 5FAc9,00'R �31,� 3►ZA - -_ � •; Rooms other than sleeping rooms 40 ,-•. � y ••,' ., ( t2 1 GS !s7 70R 207 185 82R 251 2144 95R 299 246 109R CENTER SPACING into FOUNDATION WITH 4" X 4"'X%a" B.P. PLATE OVER 3,Z o° Sleeping rooms 30 SILL PLATE. USE 1 /a X 20 GAGE STRAPS @ EACH JOINT, SILL PLATE TO stairs d '�� �`� ; !6 19h 248 302 360 t �� ��:' Guardrniis and handrails r ''-0 I 290 353 422 M FIRST FLOOR WALL STUDS 1ST FLOOR WALL STUDS TO 2No FLOOR WALL 12 24 2t,a 332 405 484 � { Iror SI: t pound per square foot-0.0479 kN/m-,I square inch.645 mm', .'STUDS, WALL STUDS AND TOP PLATE TO ROOF RAFTERS AND OVER H2 installation 0 4�'z) }�Z 5' 1 p°tndaloor N. I X�" FASCIA 28 �7 374 457 546 � RIDGE AT EACH RAFTER OR 2X4 COLLAR TIE iN UPPER THIRD OF ATTIC AT a.flevatet garage Iloors shall be capable ol'supporting a 2,1100•pound load 32 331 416 509 608 applied over a'_'0-square-inch area, OF NT.VE 36a,r S FI'IW/CO NTING -- �(2)2xEliDPPLATEANDFIRESTOP 36 459 $6l 670 16. ON CENTER. h.No storage with mot'slope not over 3 units in 12 units. ; LOAD BEARING WALLS < 12 20 210 93R 275 246 109R 335 2865 126R 398 328 145R i I m i" "'' l,'f . TO CODE 16 2r,t 33l 403 480 c CROSS SECTION END VIEW : WALL.131 `~�` 26 308 331 47 N ASPHALT SHINGLES FOLLOW NAILING SCHEDULE R905.2.6 MIN 6 1 " t a ; 17 os.FILM +._.� 1 562 M SIDING' i :16 24 1S 442 540 645 Z FASTENERS PER SHINGLE, BLDG. FELT, INSTALL PER R905.2.7 :a= . . . '' TYVEK-INSTALL BEFORE WINDOWS { ,, ,ti 28 397 499 540 728 (ICE:SHIELD REQUIRED FOR 1ST 24" ABOVE START OF INTERIOR WALL) X , " N.Y.S. BLDG CODE-TABLE R301.2 (2)WINDOWS TO MEET D.P. RATING OF MiN• ,. - -' . ' • ;_=_. `''' p 1 2x rtAT i6"ON CENTER W/ 112`BATT INSULATION j J 32 as I S55 678 811 36 486 611 728 894 "'��� ~ ! 0 'IN GYP.BD. 12 ?GS 210 IIIR 330 246 131R 748 286i 151R 894 328 174R CEILIN � --.. ._ .. ..._.. ._-. S"t'r-gyp . . OIS7 M I.S.FILM ____-r q� N ' ,?TDTAL R U=1/R=.045, 1 IG 317 397 483 576 �+. Z 20 370 464 565 675 �.__. 19.2 24 a23 531 648 774 r ' Of M',f R.1 �• i 28 476 598 731 873 I.S.FILM AND FINISHED FLOOR �,- 32 529 666 814 973 ' '/•"CDX SUBFLOOR GLUED AND SCREWED TO JOIST-- 36 583 734 897 1072 H 1: OW COLUMN UPLIFT CONNECTIONS AIRSPACE 12 331 31$ 139R 734 369 163R 897 428 189R 598 492 217R 1 GATT INSULATION WIVAPOR BARRIER TO HEATED =�J 413 504 598 _ IDE. 16 396720 ET P BP Bearing Plate o i Q.S FIB 20 462 580 707 843 FOCIhaor Anchor Min Mln Mtn MIn Allowable Beam 3 TOTAL R U=1/R=:045 0 Allowable _4 24 528 664 810 967 DrIIl8I, Embed, Anchor End Edge Tension Cannectlon N I Dla Length Olst, Dist. Loads' Model No. Loads _ . 28 595 748 9t4 1091 ± 32 661 833 1017 1216 Fc=2000 s Installation 1 r �,�` _ j1 1 %i s/e 4t/. 6Y� 6a/e 3t/z 2850 BPt/2 2345 't ' � • �- 36 728 917 1121 1340 '/i S/" 4'/• 61/4 sa/e 13/4 1920 LTT20Be 1750 i' jl = Connector uplift load. s'e 34' S 7 7'/z 4 4000 HTT228 4000 1` -� Connector lateral load% 11, 12 14 7'/2 1a/1 2860 "BPS/e 2860 Doublt32x FLOOR �/• r/e 6ai� es/� 10'/e 5 6115 BPS/e 4400 rrilnlmum 101�T j W DIINETER'J'BOLT MA)iY�3 AT CENTER'&. _ '1- y_�.___.____i L r o d(perpendicular to the wall). aj� rj 6a/ s t t t for header :' ; r MAX 1'at0"FROM CORNER INSTALL WASHERS&NUTS - _ U�1t +^':- r�}"•-•-•-• --ll S Connector shear load(parallel to the wall). a 4 8/i 10/e 2/z 4785 BPS/e 4400 or beam ... 12X8 C:3A SILL Ile - j R = L/W for wind perpendicular to the ridge and W/L,for wind parallel to the ridge,where'W is the building width and L 7s the r/e 1 71i4 9S// 11% 6 7850 BPr/8 5195 UND -� '/s 1 15'/ 17'/ e a ?' , c FINALEGRApE ER TERMITE SHIELD t• , �+' building length. a z 11/e 1/� 5450 BPS/e 5195 t Tabulated uplift and lateral loads shall be permitted to be multiplied by 0.75 and 0.92,respectiveely,for framing not located within 8 I, �,...__..... . ' 9 11 13'/2 6 6045 BPI 7100 K%v:w feet of building comers. t 1'ie 9 11 131/2 3% 6745 BPi 6745 QrJJ 'I qi ! 4"P.C,�SLAB y-' Tabulated framing loads assume a building located in Exposure B. (.Allowable Toads►r• l r strength are based on 4.Lnadd are based on grade A 307/SAE1016 Threaded Rod+ ��Qti N 7 P.0�SLAB AT CRAWL.SPACE y �! Tabulated uplift loads assume a reduced roof and ceiling assembly dead load of 9 sf(0.6 x I5 �sf=9 s . a factor they may 4 of lour ore the for load ultimate threaded rod. P P p � load.they may{±ot be Increased lot load 5.OP loads are based on IFq.L equal to 625 psi. I {61 P.t'',FOUNDATION WALL Tabulated uplift loads are specified for roof-to-wail connections. When calculating uplift loads fFor wall-to-wall or wall -to duration. ( W/DAfMPROOFING ON EXTERIOR-�----- Allowable loads for arbor species must be CN Coupler Nut i connections,tabulated uphil values shall be permitted to be reduced by 60 plf(0.60 x 99 plf)for each full wall above. i '� ';"; 2.For two pour co:�dl0on,Increase anchor Ienglh .adjusted to code, ; r, and embedment d;pth 4", � ! •:• _ 6.See Optional Installation. CLF.AMI SAND BACKFILL -/•" 3.Coupter nut to be A•301 or better. Minimum end I t,==--t-= '• �" - 7.Far epoxy anchorage,refer to gaga 3. - , distance to ' threaded rod 1 - .! '39')df0'P.C.FOOTING W/KEY----•••- " : see table ,,• ( 'I ON MIRGIN SOIL&MIN TO'BELOW GRADE Optional Installation ,1J. -'-- FLOOR- Use LTT20B with 10-16d , - J JOLT ( CONFflRM DRAINAGE OF SOIL,IF INADEQUATE,32-16d sinkers j! f common or HTT22 with ,,. i''ed ( INSTMLL CONTINUOUS FOOTING DRAIN TILE TO to beam or header.,n STO1ti.M DRAIN. uT-EP, A fib Su-�1� �.. �- , 4,• � o fox 1109 I2 4 �CSSuP /�� C 1 ;ua���r- Ny I1 �sq _._... _...12 .t ..__M '- 5, 'Qr--. . . �:-�N .-. . _... ��� �.. RED AR �` /�'�(�� • ].t .___I~jrC' _. _._._..__. . ._... _. _..._..__.... .... ' _ L Jr 5J ' `' Q4\ �PRD M ivvr��,r a j7�.: IN r-z Izr �� PL �'r<.:r°�...!-->arNd;:�'.,�