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HomeMy WebLinkAbout38615-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF. OCCUPANCY 5/13/2015 No: 37498 Date: 5/13/2015 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1100 Dean Dr, Cutchogue SCTM #: 473889 Sec/Block/Lot: 116.-5-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/17/2013 pursuant to which Building Permit No. 38615 dated 1/7/2014 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: one family dwelling with screened porch, covered porch, deck and second floor balcony as applied for per ZBA #6686, dated 10/17/1983. The certificate is issued to 1100 Dean Drive LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 11/20/2014 R10-13-0049 38615 4/1/2015 12/3/2014 Cutchogue East Plumbing Z"w Aut ' ed ignatu e TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 38615 Permission is hereby granted to: McCallion, Donald 9 Pinecone Ln Southborough, MA 01772 Date: 1/712014 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for per SCHED, DEC, Trustees, and ZBA approval with flood permit. At premises located at: 1100 Dean Dr, Cutchoque SCTM # 473889 Sec/Block/Lot # 116.-5-13 Pursuant to application dated 12/17/2013 To expire on 7/9/2015. Fees: and approved by the Building Inspector. DEMOLITION $418.30 SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $1,813.60 Flood Permit $100.00 CO - NEW DWELLING $50.00 Tot : $2,381.90 Idi6g 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). 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 $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, 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 New Construction Location of Property Date. 1-?— --- I .1 — I Old or Pre-existing Building: (check one) House No. Street Hamlet Owner or Owners of Property:17 CS -V ._ VkA t ct l l l Ck C -- Suffolk -- Suffolk County Tax Map No 1000, Section 1 1 6 Subdivision N Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. 210- (3-z)o`k tj /, (a--. Request for: Temporary Certificate Fee Submitted: $ Block S� Lot Filed Map. Lot: C z Applicant:��.t.-ti- Underwriters Approval: Final Certificate: , V (check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 rimer. riche rt(aD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: McCallion Address: 1100 Dean Dr City: Cutchogue St: NY Zip: 11935 Building Permit#: 38615 Section: 116 Block: 5 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091 -me SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage Service 1 ph 200a - Heat gas Duplec Recpt 69 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 11 Wall Fixtures 17 Smoke Detectors Main Panel 200a A/C Condenser 3 Single Recpt Recessed Fixtures 51 CO Detectors 4 Sub Panel A/C Blower 3 Range Recpt gas Fluorescent Fixture Pumps Transformer Appliances M72 Dryer Recpt 1-30 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment: 200a under ground service, 9 -paddle fans, 6 -exhaust fans, 4 -deck lights, 5 -ARC fault circuit breakers Notes Inspector Signature: Date: Dec 3 2014 81 -Cert Electrical Compliance Form.xls Town Hall Annex Telephone (63.1) 765-1802 54375 Main Road Fax (63 [ )_ 765-952 P.O. Box l 179 G Q Southold, New York 1:1971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD -CERTIFICATION Date:' Z b Building Permit No. Owner: (Please print) Plumber: (Please print) lead. I certify that the solder used in.the water supply -system contains less.than 2/10 b -f 104 (Plumbers -Signature) Sworn to before me this a -g 4A --i_ day of N Der(` 20CONNIE D. BUNCH J taey i:'tabdic, State of New York - - No. 01 BU6185050 Qualified in Suffolk County' Cornmis pion Expires April 14, �/ b Notary Publi County SO(/jyo �o ��'YOOUNI'I,N^c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION [ FRAMING /STRAPPING [ ]FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKS: 1 DATE' INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 SPECTION [ ] FMINDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) DATE � ��� INSPECTOR 386(fqjf �S0o #�# 0 ��'yCO►►uty N�� TOWN OF SOUTFIOLD 13UILIJIMU uer I. 765-1802 INSPEI ] FOUNDATION '1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION N [ T PLUMBING [ ]INSULATION I I FINAL- FIRE INALFIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION I I ELECTRICAL (FINAL) [ ]CAULKING DATE INSPECTOR 4 !� OF SOpl�,olo cOUNiV,� TOWN OF SOUTHOLD BUILDING. DEPT. 765-1802 INSPEC'ON, [ ] FOUNDATION IST [7 --ROUGH PLUMBING [ ] FO ATION 2ND [ ] INSULATION- [. FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAW KLNG REMARKS: DATE � �� ( INSPECTOR `�f cOUNi`I,N TOWN-OF`.SOUTHOLD BUILDING: DEPT. 765-1802 INSPECTION- FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS: [ ] R N PLUMBING [ -INSULATION I 1 FINAL. [ ]FIRE SAFETY INFECTION [ ]FIRE RESISTANT PENETRATION [ ] Q CAL (FINAL) [ CAULKING -DATE615'z1-1v- INSPECTOR TOWN OF SOUTHO.LD.BUILDING- DEPT. 76S-1802. INSPECTION [ ]FOUNDATION iST [ ]ROU PLUMBING [ ]FOUNDATION 2ND [ ] 1CATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT -CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING \ ` 3 —_ — ��pF SOUTy� o�ycOU,� TOWN OF SOUTHOLD BUILDING DEPT."' 765-1802. INSPECTION -.- FOUNDATION IST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION [ ] ROUGH' rUMBING I ]1 FINA [ ] FIRE SA SPECTION I ]FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ]CAULKING DATE `/ INSPECTOR rsf s 0 cou 6(P TOWN OF-SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION.1ST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION REMARKS: [ ]ROUGH PLUMBING [ ]INSULATION FINAL FIRE SAFETY INSPECTION ]FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING DATE -INSPECTOR TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Disapproved a/c Expiration BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans PERMIT NO. 3eG I �D_ - 20—W 20 20 Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: BuIMIng Inspecto I� DEC 17 2013 PLICATION FOR BUILDING PERMIT BLDG. DEPT." Date August 6 2013 To'�IN OF GOUTHOLO INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. ~� d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regula ' ns, and to admit authorized inspectors on premises and in building for necessary inspections. (Si (ture of applicant or name, if a corporation) James Laird -Suffolk Environmental P.O. Box 2003, Bridgehampton, NY, 11932 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Applicant is Agent for the Owner Name of owner of premises Don Mccallion (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer Applicant is Agent for the Owner (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: 1100 Dean Drive House Number Street County Tax Map No. 1000 Section 116 Subdivision (Name) Block 05 _ Filed Map No. Cutchogue Hamlet Lot 13 Lot _ 2 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing Use and occupancy Single Family Residential b. Intended use and occupancy single Family Residential 3. Nature of work (check which applicable): New Building XX —Addition— Repair ddition_Repair Removal Demolition XX Other Work 4. Estimated Cost $700,000 Fee $50 5 If dwelling, number of dwelling units 1 If garage, number of cars Alteration (Description) (To be paid on, filing this application) Number of dwelling units on each floor 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Fr qt Rear 25' Height FF El. 10' -Number"of Stories 2 Depth 42' Dimensions of same structure with alterations or additions: Front 36' ` Rear;?2' Depth 76.3' Height FF. EI 10.0 Number of Stories 2 8. Dimensions of entire new construction: Front 36' Rear 10.1' Depth 36.6' Height Number of Stories 2 9. Size of lot: Front 50' Rear 116.7' Depth 342.62' 10. Date of Purchase NSA Name of Former Owner N/A 11. Zone or use district in which premises are situated R-40 12. Does proposed .construction violate any zoning law, ordinance or regulation? YES NO XX 13. Will lot be re -graded? YES NO XX Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Don Mccallion Address 9 Pinecone lane, Southboro, MA phone No. (508) 654-1386 Name of Architect Suter & Suter Address 124 Jessup Avenue, Quogue, NY Phone No (631) 653 - 3878 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES XX NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES XX NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on .property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF Suffolk ) James F. Laird - Suffolk Environmental Consulting, Inc. being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the Agent (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. Sww „to before met ' day �G� +� 20 /3 Notary Public Matthew D. Ivans Notary Public of New York No. OlIV6053859 Qualified in Suffolk County Commission Expires January 22, 20N Signature of Applicant BOARD 'OF SOUTHOLD 'TOWN TRUSTEES SOUTHOLD, NEW YORK PERMIT NO. 8335 DATE: NOVEMBER 13, 2013 ISSUED TO: DONALD MCCALLION PROPERTY ADDRESS: 1100 DEAN DRIVE, CUTCHOGUE SCTM# 116-5-13 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on November 13, 2013, and in consideration of application fee in the sum of $250.00 paid by Donald J. McCallion and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to demolish existing fire damaged dwelling and decking, and construct new proposed +/-1,440sq.ft. dwelling with +/-290sq.ft. front entry and porch; +/-590sq.ft. rear decking with a +/-64sq.ft. hot tub; and new sanitary system with approximately 300 cubic yards of fill; with the condition a line of staked hay bales and silt fencing be installed at the 6' contour line and in accordance with Chapter 236 of the Town Code- Stormwater Management; and as "depicted on the survey prepared by John T. Metzger, Land Surveyor, last dated on July_ 11, 2013 and stamp approved on November 13, 2013. IN WITNESS WHEREOF, the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be "subscribed by a majority of the said Board as of this date., John M. Bredemeyer III, President Michael J. Domino, Vice -President James F. King, Trustee Dave Bergen, Trustee Charles J. Sanders, Trustee # 1075C y�ou�rry BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Town. Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 CERTIFICATE OF COMPLIANCE I Date: December 4, 2014 THIS CERTIFIES that the demolition of existing fire -damaged dwelling and decking; construction of new ±1,440 sq.ft. dwelling with ±290 sq.ft. front entry and porch; ±590 sq.ft. rear decking with a ±64sg ft hot tub; new sanitary system with ±300 cy. of fill At 1100 Dean Drive Cutchogge, New York Suffolk County Tax Map # 116-5-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated July 16, 2013 pursuant to which Trustees Wetland Permit #8335 Dated November 13-2013, was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing fire -damaged dwelling and decking,• construction of new ±1,440 rith ±290 sq ft front entry and•porch• ±590 sq ft. rear decking with a hot tub; new sanitar9ystem with :000 a. of fill. The certificate is issued to DONALD MCCALLION owner of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738=01299 PERMIT . Under the •Enyironm'ental--Co.nservation .Law;(ECL) Permittee and Facility Information PermitIssned To: Facility DONALD MCCALLION MCCALLIO 4 ftPERTY 9,PINECONE IN r;,; 1100 DEA NDRI STIVF 100' 0-116-05-013 SOUTHBOROUGH;,IVIA 01772 CUTCHOGUE, NY 11'935 k Facility Applicfation Contact: t `{ SUFFOLK ENVIRONMENTAL CONSULTING INC z, C/O MATT. IVANS Y 1000 JBRICHO QUAD SUITE 300 BRIDGEHAMPTON, NY 11932=2003 ?4. (631).537-5160. Fac !fity'-Location: in SOUTHOLD in SUFFOLK COUNTY Village: Southold Facnlity,PrincpaTBeference Point: NYTM E 710.457 NYTM�T; 45-40"631 ; Latitude. 40059'23.0" Longitude: 72°2953:1" ProjectLocatio�.p:1=00`D"e'a 'D"n''venCutchogue Aiithorized!Activity: #_ Restore existing -fire damaged residential stractiu elsanew septic system and d, ck{s1 ated in the Tidal y Wetland Adjacent Area a minimum. of 75 feet landwarf of-ltheawe-.tlandvboundary. All work shall be int , strict conformance with the attached survey stamped."NYSDEC Approved" on 9/9/13. Permit Authorizations s: .. �: :i<ia;=4+�.:v.: ...'. i^.�Y.ir.9•. x•s. .a.;yvG»::.v.-5"= _`S-:-1.. •;Lz.�.:� :-ski": :c?.•C"e.i*t.i - �.'dk`: Tidal Wetlands -'Under Article 25 . 11 Permit^ ID 1-49738-01299/00003 New Permit Effective Date: 9/9/2013 Expiration Date.: 948%2018 Page 1 of 7 7 R, 7- �­F; 77F' MOW- NEWYORK STATEDEPARTMENT OF ENVIRONMENTAL. CONSERVATION Fa6lity DkC ID 1-473,8-01299 NYSDEC Approval. B.y acceptance of this permit, the permittee agreesIthat4he-jiermit'is contingent upon strict compliance witk - the ECL; -all, applicable •regul'ations, and all. -conditions-included as part..vf this permit. Permit Administrator: SUSAN AC U�p. Rz MOAN" ;Deputy RegionarVbmuut Administrator Address: NYSI . CAREEGION 1 FMADQU, AkTERS S Y� IM STO1,qY,BkbOX'1-50 CIRCTE, RD -15409 _11STOW- OK�rJ1710 Authorized Sipkture: Date. Distribution List SUFFOLK, ENVIRONMENTAL,CONSULTING INC Hdbiflat - TW Permit Co NATURAL RESOURCE Z GENERAL CONDITIONS, APPLY TO ALL AUTHORrMIWE NOTIFICATION OF OTHERPERMITTEEOBLIGATIONS RESOURCE PERIVHT: CO INIONS - Apply to the Follow Pei" s: TIDAL WETLANDS. 1. Rekulae6q,Activities Authorized By This Permit •This -permit authorizes only those regelated activities / stffi,"dur6s identified under the section Description of Authorized Activity. NYSDEC does not issue after-the-Mic or as-built-permits."This permit does notauthorize.adtivities, or legifi-l' ize the, existenceofstruet4vs; which would have required a permit but f6r which no permit ,,W other authorization has'beeAtknted NYSDEC. 2. Sanitary Systems ab'ove.0i'dundwater Sanitary system (bottom afid- leacliing'pools), shall belocate d'aminimumof-feet-above d,-q9oqQjtW0 rq, atef-- p 3. Runoff'Directed to Upland Dry -wells Roof runoff shallbe directed to drywells a- minimum of 100 linear feet landward of the tidal wotlanid boundary for -immediate -on-site recharge.' Page 2 of 7 T7-k..r17 ia' r„�yr,~`z:'�°=`,.s`'p�. Aft NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738-01299 4. Conformance With Plans All activities authorized by -this permit must be in strict conformance with'the approved plan.submitted.by the applicant or applicant's -agent as-part.of the.permit application. Such approved plans were prepared by John T.: Metzger last revised August 26; 2013: 5. Notice of Commencement At least 48 hours'.prior'to commencement of the project, the permittee and contractor shall sign and return the top portion.of the enclosed notification form certifying that they are fully aware'of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 6. PostPermit Sign The permit sign enclosed- with this permit shall be posted in a conspicuous location on the worksite and. adequately protected from the weather. 7. Failure to Meet Permit Conditions Failure of the'permittee to meet all the conditions of this permit is.aViolation of this permit and grounds for an order:to immediately cease the permitted activity at the project site. ,8. Structure Must Be At Least 75 Feet Landward Of -Wetland Boundary This perh1it authorizes the reconstruction or restoration of residential structures located in the adjacent area at the prescribed minmum.setback .only. Structures; located in tidal wetlands, or structures in•the adjacent area but located less than 75 feet from the wetland boundary, are not authorized. 9. Development Restrictions Reconstruction /.restoration projects authorized by this permit must meet all of the applicable development restrictions of 6 NYCRR'Part 661.6(a)(1), .(4) and (7): -'The 75 foot.minimum wetland setback requirement for all principal structures` and all non -'water - dependent structures exceeding 100 square -feet in area. - The 20%:maximum adjacent area coverage limitation for impervious structures and surfaces. - The 75 foot minimum wetland setback requirement for all hard surface driveways, roads, parking areas and similar impervious surfaces exceeding 500. square feet in area. 10. Area of Disturbance for Structures Are of disturbance must be limited to the area landward of the "Edge of Lawn" notation shown on the approved plan. 11. Straw Bales or Other at Tidal. Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward -.edge of the buffer area or 75 linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan, prior to commencement of any regulated activities and remain in place and in good,. functional condition until the project is,completed and all disturbed areas are stabilized with vegetation. 12. Contain Exposed, Stockpited.Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line .of staked haybales / silt curtains (or other NYSDEC approved devices) placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved.methods. Page 3 of 7 } i-.. f #' �" • e' -T. >': t= ,'.,Y.`k -err-` „ _ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 14738=01299 13., Vegetate All Disturbed Areas The permittee shall revegetate all exposed faces and disturbed areas to prevent soil erosion prior to the project completion or expiration date of this permit, whichever comes first. ` 14. Roof Runoff Directed to Drywells Roof runoff shall be directed to drywells with the capacity to. store/ recharge the runoff from a 2 inch/ 24 hours precipitation event. All drywells shall -be located.a minimum of 75 feet landward of the tidal wetland boundary._ 15. No Construction Debris•in Wetland 'or Adjacent Area, Any debris or excess material from construction•of this project shall be completely removed -from the. adjacent area (upland) and removed to an approved upland area for disposal. No debris,is -permitted in wetlands and/or protected buffer areas. 16. Clean Fill Only All fill shall consist of clean sand, .gravel, or soil (not asphalt, slag, flyash, broken concrete or demolition debris).. 17. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or. protected buffer areas as a result of the permitted .activities. 18. Storage, of Equipment, ,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 19. Concrete Leachate .During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands -or waters of New York State, nor shall washings from ready-mixed:concrete trucks, mixers, or other devices be'allowed to enter ariy wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be,poured to displace water within the forms. 20. Precautions Against. Contamination. of Waters All necessary precautions shall.be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels; solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 21. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the -applicant shall, without expense to the State, and to such extentand.in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against'the State of New York on account of any such removal or alteration. Page -4 of 7 NEW YORK STATE DEPARTMENT01? ENVIRONMENTAL CONSERVATION Facility'DEC ID 1-4738-01299 22. State May Order; Removal or Alteration of -Work If future operations by the State of New York require'an alteration in"the position of the structure or work herein:authorized, or if, in the opinion of:the Department of Environmental Conservation it.shall cause unreasonable obstruction to the free navigation of saidwaters or flood. flows or endanger the health, safety or welfare of the people bf the State, or cause loss or destruction of:the natural resources of the State, the owner maybe ordered by the Department to remove or alter the structural• work, obstructions, or hazards caused -thereby without expense to the State, and if, upon the expiration or revocation of this permit,. the: structure, fill, excavation, oi•-other " modification of the watercourse hereby authorized shall not be completed, the -owners, shall, without expense to the State, and to such extent and in such time and manner as the:Department of. Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill . and.restore to its former condition the navigable 'and "flood capacity of thewatercourse. No claim shall - be made against the State of New York on account of any such removal or alteration. 23. State'Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken -by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits:. 1. FacilityInspection by The Department The permitted site or.facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this. permit and -the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the, Department's -representative during an inspection to the permit area when,requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times •at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative.is a violation of this permit. 2. Relationship of this Permit to- Other Department Orders and Determinations Unless expressly provided for by the"Department, issuance of this permit does .not modify,: supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order -or determination. Page 5 of 7 m 7 L`P4xf NEW. YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION '* Facility DEC ID. 1-4738-01299 3. Applications For Permit Renewals, Modifications or Transfers . The permittee must submit a separate written application to the .Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires. Any renewal, modification or transfer granted•by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1HEADQUARTERS 'SUNY @STONY BOOK15.0 CIRCLE RD STONY BROOK, NY11.790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for.the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to- exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with. -any terms or conditions of the permit; c. exceeding the scope of the project. as described in the permit application; -d. newly discovered material.information or a.material change in environmental conditions, relevant technology or applicable law or regulations. since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders.of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by -statute, regulation or another permit condition. Applications'for permit transfer should be submitted prior to actual transfer of ownership. = Page 6 of 7 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738=01299 NOTIFICATION OF OTIER PERMITTEE OBLIGATIONS l Item A: Permittee Accepts -Legal Responsibility and Agrees to Indemnification The permittee, excepting state or.federal agencies, expressly agrees to indemnify and hold harmless the Deparhrient'Of-Environniental Conservation of the State of New York, its'representatives; employees, and agents ("DEC") for all claims, suits,,actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the pen mittee's.undertaking of activities in connection with; or operation and maintenance of, the facility, or facilities authorized bythe permit whether in compliance or. not in compliance with the terms and conditions'of the pernut. This�indemnification does not extend .to any claims, suits; actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming'the DEC and -arising under Article.78 of the New York Civil Practice Laws and Rules. or any citizen suit or civil rights provision under federal or .state laws. Item B: Permittee's Contractors to Comply with Permit The. permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit; including all special conditions while acting as the permittee's-agent with respect to, the permitted activities, and such persons shall be:subjectto the same sanctions for violations of the Environmental Conservation Law as those prescribed' for the permittee. Item C: Permittee Responsible for Obtaining Other Required'Permits. The.permittee is responsible for. obtaining any other permits, approvals, lands, .easements and riglits-of- way that maybe required to carry out the activities that are authorized by this permit. Item D No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee 'any right to trespass upon the_lands or. interfere with the riparian. rights of others in order to perform the permitted work nor does .it authorize the impairment of any rights, title, or interest -in real or personal property held or vested,iin a person not a party to the permit. Page 7 of 7 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: August 20, 2013 Suffolk Environmental for D. McCallion P O Box 2003 Bridgehampton, NY 11932 Please take notice that your application dated August 14, 2013: For permit for a demolition and re -construction of a new single family dwelling at: Location of property: 1100 Dean Dr. Cutchogue, NY County Tax Map No. 1000 - Section 116 Block 5 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed demolition and construction of a new single family dwelling, on this non- conforming 22,201 square foot lot (12,083 buildable land) in the Residential R-40 District is not permitted pursuant to Article XXIII Section 280-124; non -conforming lots, measuring 20,000 to 39,999 square feet in total size, require a minimum side yard setback of 1.5' feet with a total side yard of 35' feet and maximum lot coverage of 20%. The site plan shows a minimum side yard setback of 12.9'feet and total side yard of 26'feet and lot coverage of approximately 23%. Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. k)9 BOARD MEMBERS Leslie Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Ken Schneider Southold Town Hall 53095 Main Road • P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS �E C E - - E l i 1,l TOWN OF SOUTHOLD Tel. (631) 765-1809 Fax (631) 765-9064 1111 OCT 2 2 20,3 ,I�_jj I BLDG. DEPT. TOWN GF 111111LD FIND GS, DELIBERATIONS AND DETERMINATION ZBA FILE: 6686 MEETING OF OCTOBER 17, 2013 NAME OF APPLICANT: Donald J. McCallion S.C.T.M. # 1000-116-5-13 PROPERTY LOCATION: 1.100 Dean Drive (aka Beachwood Road) (adj. to Great Peconic Bay) Cutchogue, NY 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 further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: -This application was referred as required under the Suffolk County Administrative Code Sections'A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated September 11, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county -wide or inter -community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated September 23, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION• The property is a non -conforming 22,201 square feet and has 12,083 square feet of buildable area, it is located in the R40 zone district. On the property is an existing Garage which has a lot area of 331 square feet. There is an additional structure on the existing property -which has been severely damaged by fire. It has 50.00 feet of frontage on Dean Drive, 293.21 feet on the eastern .property line, 116.70 feet ori the Great Peconic Bay and 342.62 feet on the west property line. All is shown on a survey prepared by John T. Metzger L.L.S. dated April 24, 2013 and last revised August 27, 2013. BASIS OF APPLICATION: Request for Variances from Article XXIII Section 280-124 and the building inspector's August 20, 2013 Notice of Disapproval based on an application for building permit for demolition and reconstruction of a new single family dwelling at; 1) less than the code required minimum side yard setback of 15 feet, 2) .less than the total combined side yards of 35 feet, 3) more than the maximum code permitted lot coverage of 20%. RELIEF REQUESTED: The applicant requests variances to demolish and construct a new single family dwelling, on this non -conforming 22,201 square foot lot (12,083 buildable land) in the Residential R-40 district, with a minimum side yard request of 12.9 feet where the code requires a minimum of 15 feet, a total combined side yard Page 2 of 3 October 17, 2013 ZBA#6686 — McCallion SCTM#1000-116-5-13 of 26 feet, where the code requires a total side yard of 35 feet and a lot coverage of 23% where the code permits a maximum lot coverage of 20%. ADDITIONAL INFORMATION: During the hearing a photograph of an old survey of the applicant's property dated August 30, 1971 was presented. The old survey showed that the lot area of the property back in 1971 was 17,800 square feet. 'The most recent survey of the property shows that the lot area of the property is 22,201 square feet. Testimony was taken that the size of the property increased between 1971 and 2013 because Suffolk County dredged Down Creek twice and both times dumped the spoils from the dredging in front of the applicant's as well as the applicant's neighbors' properties. On January 2, 1969, this property was granted a variance under file #1228 to reduce frontage and area. The agent submitted a copy of the NYSDEC approval and similar variances granted in the area. Additionally, five letters of support where received from neighbors. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 3, 2013 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence, the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law X267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood around the subject property contains many similarly sized houses, some significantly larger than the proposed structure which are placed on parcels similar in size to the applicant's property. The Zoning Board has approved similar variances four times (ZBA file No's 5489; 5711; 5984; and 6585). 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance because the over coverage of the lot is a direct result of the significant restrictions placed on the property by the definition of "buildable land." While the property is roughly 22,201 square feet, only 12,083 square feet of that is "buildable land", thereby significantly restricting the size of the house on the lot below what the actual size of the lot would allow. The side yard setback variances are needed because the lot narrows precipitously upon reaching the "buildable land" section of the property. 3. Town Law X267-b(3)(b)(3). The variances granted for the excess lot coverage herein is not mathematically substantial, representing 12% relief from the code. The variance granted for the minimum side yard setback is not substantial and represents a 14% relief from the code. The variance granted for the total side yard setback is substantial and represents a 26% relief from the code. However, the lot is an odd shape and its location bordering the Great Peconic Bay limits the buildable lot area as well as the location where a structure may be built. 4. Town Law &267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law §267-b(3)(b)(5). The difficulty for the relief of the lot coverage limitation has been self-created. However, the difficulty of the relief requested from minimum side yard setback and total side yard setback has not been self-created. The applicant purchased the parcel in 1973 after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. However, dredging by Suffolk County increased the size of the parcel, after the applicant purchased it, therefore increasing the side yard setbacks required by code. 6. Town Law X267 -b. Grant of requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new waterfront home while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. Page 3 of 3 October 17, 2013 ZBA#6686 — McCallion SCTM#1000-116-5-13 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 Dantes, seconded by Member Schneider, and duly carried, to GRANT, the variances as applied for, and shown on the Architectural drawings by Suter and Suter Architects labeled Al through A5 dated August 22, 2013 and the survey prepared by John T. Metzger L.L.S. dated April 24, 2013 and last updated August 27, 2013. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings, site plan andlor survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. 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. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Horning, Dantes. (Absent was: Member Goehringer) This Resolution was duly adopted (4-0). Leslie Kanek Weisman, Chairperson Approved for filing /0/ ?/ /2013 TOWN OF SOUTHOLD FU00DPLAtN DEWELOPMENT PERMIT A -P This form is to be fi[ied out in duplicate. APPc:1CAT10?,j Y PAGE A 1( -1 JAN 2 2014 BLDG. DEPT. TOWN Of SOUTHOLD I. No work may star until a permit is issued_ 2 The permit may be revoked 'if any false statements are Heade herein_ 3_ If revoked, all work must cease -un t l permit is re -issued - 4. Development shall notte used or occupied until a Certificate of Compliance is issued - 5. The permit will expire if no work is commenced within six mouths Of issuance. 6: Applicant is hereby informed that ocher permits may be required to full -ill local, stair- and federal regulatory requirements. 7. Applicant her'cby gives consent collie Local Administrator or his/her representative to make reasonable_ inspections re9aircd to verify compliance_ 8. I, THE APPLICANC, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION"ARE, TO THE$ T Y KNOI.vLEDGI=, TRUE AND ACCURATE. F{ � {APPLICAPTrS SIATUR ~� J DATE /7 SECTION[ :Z: PROPOSED Dr, l LOPMENT (To be comolctcd by AFPLIGAA'TI APPLICANT L5Z%icc !i•OtNv�rs�P 5ut" wt a %ls ez�. BUILDER ,SCAM- EU 4 -ET_ ENGINEER c) Q VT -MZ !J ME • • . • J 9 S -14V75 /LT. 10.0 2 Y l��t 32. 6T1-�3.7 s�16 0 63/-21(8-71o 6314-5'3 —'397 7 To avoid delay in proccssing the application, please provide enough information to easily idcatify the project location_ Provide the street address, tot number or legal description (attach) and, outside urban areas. the disiancc to the nearest intersecting road or veil=known tandmark. A sketch attached to this application sbowing the project location would be helpful. FDP(93) t j t TOWN OF SOUTHOLD FU00DPLAtN DEWELOPMENT PERMIT A -P This form is to be fi[ied out in duplicate. APPc:1CAT10?,j Y PAGE A 1( -1 JAN 2 2014 BLDG. DEPT. TOWN Of SOUTHOLD I. No work may star until a permit is issued_ 2 The permit may be revoked 'if any false statements are Heade herein_ 3_ If revoked, all work must cease -un t l permit is re -issued - 4. Development shall notte used or occupied until a Certificate of Compliance is issued - 5. The permit will expire if no work is commenced within six mouths Of issuance. 6: Applicant is hereby informed that ocher permits may be required to full -ill local, stair- and federal regulatory requirements. 7. Applicant her'cby gives consent collie Local Administrator or his/her representative to make reasonable_ inspections re9aircd to verify compliance_ 8. I, THE APPLICANC, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION"ARE, TO THE$ T Y KNOI.vLEDGI=, TRUE AND ACCURATE. F{ � {APPLICAPTrS SIATUR ~� J DATE /7 SECTION[ :Z: PROPOSED Dr, l LOPMENT (To be comolctcd by AFPLIGAA'TI APPLICANT L5Z%icc !i•OtNv�rs�P 5ut" wt a %ls ez�. BUILDER ,SCAM- EU 4 -ET_ ENGINEER c) Q VT -MZ !J ME • • . • J 9 S -14V75 /LT. 10.0 2 Y l��t 32. 6T1-�3.7 s�16 0 63/-21(8-71o 6314-5'3 —'397 7 To avoid delay in proccssing the application, please provide enough information to easily idcatify the project location_ Provide the street address, tot number or legal description (attach) and, outside urban areas. the disiancc to the nearest intersecting road or veil=known tandmark. A sketch attached to this application sbowing the project location would be helpful. FDP(93) DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL.bEVELOPMENT AP,P LI CA 1* [O N PAGE 2 OF 1 --- ITY E_ STRUCTUR. TYPE -/.ACTIV & New. Structure 35-'Rcs1dcnt al (1-4 Family) ..❑ Addhiou ❑ Residential ,(More than 4 Family) Q PJtcratioti O.Noo-residcnoa 0 (floodprooft4? Q Yes) O Reiocation ❑ Combined Use (Resideniial & Commercial) ❑' Demolition ❑ Manufactured (Mobile) Home (In Manu - 0 Replacement factui r -d Home, Palk?` .O Yes) ESTIMATED COST OF PROJECT S "700000 • o 0 B. OTHER DEVELOPMENT ACTIVITIES: O. Fiu ❑ Mining O Drilling M Grading ❑ Excavation, (Except for Structural Development Checked Above) O Watercourse goteradou •(I; -u di, Drcdgmg and Chartnct lvtodlifica(ions) ❑ Drainage, Impr&bients.(Iurfuding Culvert Work). O Road, Street or BFiige Construction dbdhistou,(Nea o-`Fxpausion) fl Individual Water or`$cWr System p Otber (Plcasc Spect7y)` After completing SECTION 2, APPLICANT should submit form to Local Adm ir-sstrator for rc% cur_ SE( --TION 3- FLQQQPD LArN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) ,.. 3G�o3cos-o>tH The proposed develop"inent is located on FLRM Panel No._ Dated ci The Proposed Development: L3 Is;1+iQT located in a Spcdal Flood Hazard Area (Notify, the applicant 4hat .the applicatio❑ rtwi&k is complete and NO FLO.ODPLA-IN DEVELOPMEN-C PEEN IS REOUIRED). L"Is located is a Special Flood Hazard Arca. FIRM zone designation is 4E - 100 -Year flood elevation at the site is: ro Ft. NGVD (MSL) ❑ Unavailable 0 The proposed development is located in a floodway. FBFM Panel No. Dated O See Section 4 for additional iastrueiious. SIGNED _ DATE e" APPLIC4TION v, PAGE 3 OF a SECTIO( d: ADDITIONAL INFORMATION PE<)UIIZc_D (To he conrnlcte-d by LOCALADMINISTRATOM The applicant roust submit the documeats checked below before the application can be processed: ❑ A site plan shoK-ing the Ioca(ion of all c;jstiag- structuics, water bodies, adjacent roads, lot dimensions and proposed dcvclopmeut. ❑ Dc%,c) .pmcn( plans, drawn to scale, and speeificatioru, including whcreapplicable. details for aneboring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used beiowlbc First floor; details a[ floodproo,fing of utilitics.located below the Crrst floor and details of cnclosures below [he fust floor. 0 Subdivision -or other devclopmcut plans (If the subdivision or, other dcveIopment exceeds 50 lots or S acres, whichever is the lesser, tfic applicant must provide 100 -year flood elevations if they arc not otherwise available)- ❑ •P.lan_s showing the cxten( of watercourse rclocatioo and/or landform alterations. ❑ Top of new fell elevadoa Ft. NGVD (MSC). ❑ Floodproofing protection level (non-residential only) Fe,' NGVD (MSL). For 4.. n, 1`19MOoofed structures, applicant mtfst attach certification €roin registered engineer or architect. ❑ Certification from a rc&tcrcd engineer that the proposed activity in a regwatory floodway will not result in an increase in the height of the 1t)0 -year flood- A copy of all data and calculations supporting<<.his finding must also be submitted_ , ❑ Other: SECTION 5• PERMIT DETERMINATION (To be completed by LOCAs, ADMINISTRATORI I have determined that the proposed activity. A. 0 Is B. b is not in .caUfarrnance with provisions of Local Law # 1-9 The permit is issued subject to thit conditions attached to and made part of this permit. SIGNED DATE If -BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fec- 1fBQX B is checked, the Local Administrator will provide a written summary of dcfieiencic-s. Applicant may revise and;. resubmit an application to the Local Administrator or may request a bearing from [be Board of Appeals- APPLICATf.ON a PAGER OF c APPF,kI.S Appealed to Board of Appcals? O Y.cs Q No :Hcasin� date_ Appcals Board Dcctsiou --- Approved? ❑ Ycs ❑ No Goodin SECTION G: AS -BUILT ELEVATIONS (To be submitted by APPLICAKT before Certificate of Comoliaricc IS issued The following information must be provided for project structures. This section must be completed by a rcgistcrcd•profcssoual caginecr or a Licensed land stuvcyor (or attach a certification to this application). Complete I or 2 below. I. Actual (As-Builc) Elevation of the top of the lowest floor, including bascrnept (in Coastal High Hazard Areas, .bottom of lov+cst s ructurai. mcmbcr aF the lowest floor, excluding piling and columas)_is' : FT. NGVD (MSL) - 2. Actual (As -Built) Elevation of floodprooftng protection is FT. NGVD (MSL) - NOTE: Any work performed prior to submittai of .tbc above information is at the risk of the Applicant. SECTION 7: COMPLIANCE ACTION (To be completed by KCAL ADMTNISTRATOR) The LOCAL ADMINISTRATOR will complete this,sectiou as applicable based on inspccriop of the project to ensure compliance with the commuriitys local law forflood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEMCIENCIES? ❑ YES ❑ NO SECTION 8• CERTIFICATE OF COMPLIANCEM be cornblcmd by LOCAL ADMINISTRATOR) Certificate oC Compliance issued: DATE: BY: L I� Scott A. Russell SUPERVISOR SOUTHOLD TOWN HALL - P. O. Box 1179 Telephone #: (631) - 765 -1560 MIC HAELCOLLINS@TOWN.SOUTHOLD.NY.US Office of the Engin Town of Southold James A. Richter, R.A. Michael M. Collins, P.E. nMfF B7j 119?1 OEC 2 4 2013 BLDG. DEPT. TOWPJ OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVEEW OYE ( TO BE COMPLETED BY THE APPLICANT) TO: ENGINEERING DEPARTMENT FROM BUILDING DEPARTMENT DATE: APPLICANT: S.C.T.M. *: 10coo r 1 l G -. is— l -j PLEASE ATTACH TIE FOLLOl TAV DAG7NENTS* or INFFORHATION.• Copy of completed Application for —Building Permit Ell/ Stormwater Management Control Plan p' Completed Chapter 236 Stormwater Review Checklist PROPERTY ADDRESS: I Q Cr 0yp ! ',� . P BRIEF PROJECT DESCRIPTION: S-�-� Au. Na✓w D Rogwo6c LP9 Musr MAc T4o4 h4MOUl" �EPOAT16)c- t3F 2 FRam 614ouwowneal Pao� IrRo5101v �'�,DIVr�eNT �'ROLS �'r�? Fe+�GiticO(JIU17AI`ri�2� Vit; A r M 6ree- of New Clav S-!; R u ct-i v� FOR Reviewed Br. AP rov Additional Information Required RING DEPARTMENT USE ONLY''''`* Date: ZjF DATE: CHAPTER 236 APPLICANT: Stormwater (Review Checklist S.C.T.M.#: PHYSICAL ADDRESS: 1 OO �iAN lve v t c�to Stormwater Manlagement Control Plan Requirements' Yes No NA If No or NA, Please Provide Additional Information 1. Plan drawn to scale of not less than CO Peet to the inch showing; a. location and description ofproperty.boundaiies b. total site acreage c. existing and natural and manmade features on and within 500 feet of the site boon as re' uired in 236-17(Q(2). d. test hole data indicating soil characteristics and the depth to water e. proposed limits of cle disturbance aring and the total area of proposed land f. existing and proposed contouis of the site (Minh .ui i 2' interval) g. location of all existing and proposed structures, roads, driveways, sidewalk$ drainage improvements'and utilities h. spot grade and finished door elevations for existing and proposed structures i. location of the swimming pool discharge ring j. location of proposed soil stockpile area(s)' k. location of the proposed donsMwdon ewrance/staging areas I. location of the proposed,concmte washout area m. location of all proposed erosion and sediment control measures 2. Plan includes calculations showing that the stormwater improvements are sized to capture, store and infiltrate on-site the runoff from all impervious surfaces generated by a two=inch rainfall 3 Detail drawings (required for }Ian a_ AAro� providedfor: a. erosion and sediment controls b. construction entrance C. inlet structures (e.g. catch basins, trench drains, etc.) d. leaching structures (e.g. infilfration'basins, swales, etc.) REVISED 7/24/2013 U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1558 sq ft a) Square footage of attached garage _ sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 8 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 408 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State SOUTHOLD, TOWN OF 360813 SUFFOLK NEW YORK B4. Map/Panel Number SECTION A - PROPERTY INFORMATION FOR'INSURANCE,COMPANY USE ` Al. Building Owner's Name DONALD MCCALLION B9. Base Flood Elevation(s) (Zone 36103CO501 H g) Highest adjacent (finished) grade next to building (HAG) 7.9 ® feet ❑ meters Effective/Revised Date Zone(s) tx This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.L 09/25/2009 Y er:-- Address VEL STREET City SOUTHOLD State NY ZIP Code 11971 Sign atur Date 04/21/2015 Telephone 631765-5020 1100 DEAN DRIVE FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. FL City CUTCHOGUE State NY ZIP Code 1193 MAY 1 3 20 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 1000-116-05-13 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIALBLDG. DEPT TH I54 A5_ I atiturie/I nnnitude Lat_ 40DEG 59MIN 23.4SEC Lona_ 72DEG 29MIN 53-4SEC H( riznnt2l Q2tuT0.1U1 NAP4 83 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 1558 sq ft a) Square footage of attached garage _ sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 8 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 408 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ® Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State SOUTHOLD, TOWN OF 360813 SUFFOLK NEW YORK B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 36103CO501 H g) Highest adjacent (finished) grade next to building (HAG) 7.9 ® feet ❑ meters Effective/Revised Date Zone(s) AO, use base flood depth) This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No ~ - 4b Ixx r �+ 09/25/2009 X Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS 610. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.8 ® feet ❑ meters b) Top of the next higher floor 10.8 ® feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) _ _ ❑ feet ❑ meters d) Attached garage (top of slab) _ _ ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 9.5 ® feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 5.8 ® feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 7.9 ® feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 5.0 ® feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION 1_ This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. ® Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? ® Yes ❑ No ~ - 4b Ixx r �+ Certifier's Name JOHN T METZGER License Number 49618 , 1AM� Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS Address VEL STREET City SOUTHOLD State NY ZIP Code 11971 Sign atur Date 04/21/2015 Telephone 631765-5020 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR -INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number ` 1100 DEAN DRIVE City CUTCHOGUE State NY ZIP Code 11935 Company. NAIC Number: ; SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A -c ENGINEERED FLOOD OPENING AT 200 SQ.FT PER OPENING = 1600 SQ. FT. Signature Date 04/21/2015 SECTION E — BUILDING ELEVATON INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The Information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or -architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. 1 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631)5-7965-21802 roger.richert townlso76595 d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 1+r1 Date: j- %3-/y Company Name: .� ir✓UU, CC,, '-'4eC 1�f Name: - - No.. 3Y1)gI elGr 13� Ke A-vc11s /L0 S607ffoW AJ � //9)/ Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax Map District: rA C A(f loN Rrs ►owc - 1100 0 eAN pl2(Ve e y-rr14-o 4ruC N'7. 1071- 1000 r 371- 1000 Section: Block:. Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) t�v5 i✓Lv�?�✓ — 000 -561 H— + 000 4M/' (Please Circle All That Apply) *Is job ready for inspection: OYES - Rough. In Final *Do you need a Temp Certificate: NO Temp Information (If needed). *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service:. Re -connect Underground umber of Meters® Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form 'l S U T E D E S I G N • R AND ARCHITECTURE S U T E R • L A N D S C A P E Mr. Damon Rallis Building Inspector-- —li 1� Jan. 7, 2014 Town of Southold Building Department U Southold, New York D --i� Re. J A'N 1 2014 McCallion permit 1100 Dean Drive BLDG. DEPT. Cutchogue, N.Y. JUIN OF SOUTHOLD Dear Mr. Rallis, Thank you for contacting us today. We have added the storm blow out vents to the construction ' . documents on page Al foundation plan. The proposed crawl space is 1,401 square feet and the vents to be installed are stainless steel Smart Vent brand that covers 200 square feet of area =vents required. The vents will be installed at elevation +6.75 msl above the new conc. slab that is elevatio +6.0. The exterior grade at that area is approximately elevation +5.5. Please contact us if you have any questions and thank you for all. Yours ly, 1, °bet' i �E:D A t-'' 7.1 A ` � In a; 0 .� . P.O. BOX 1709 124 JESSUP AVENUE QUOGUE, NY 11959 631.653.3877 www.suterandsuter.com FAX 63 1 .6 5 3 .3 8 7 8 Suffolk Environmental Consulting, Inc. Newman Village, Suite E, 2322 Main Street, P.O. Box 2003, Bridgehampton, New York 11932-2003 (631) 537-5160 Fax: (631) 537-5291 Bruce Anderson, M.S., President January, 17, 2014 Michael Verity Southold Building Department P.O. Box 1179 Southold, NY, 11971 Re: McCALLION Property Situate: 1100 Dean Drive, Cutchogue, NY SCTM#:1000 —116 — 05.13 Dear Mr. Verity, Enclosed herewith please find completed FLOODPLAIN DEVELOPMENT PERMIT APPLICATION for your records. Please file this document in your Building Permit File. Sincerely, i Bruce A. Anderson cc... D. McCallion B. Suter L D�1 ,i JAN 2 ' 2014 BLDG. DEPT. TONgP� OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 November 17, 2014 Donald McCallion 9 Pinecone Lane Southborough MA 01772 BUILDING DEPARTMENT TOWN OF SOUTHOLD TO WHOM IT MAY CONCERN: Telephone (631) 765-1802 Fax (631) 765-9502 The Following Items (if Checked) Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A A fee of $50.00. final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) AI rustees 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. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 38615 Q. $d d AREA BUILDABLE LAND = 1:2,083 sgdl. d LOT COVERAGE HOUSE - 1558 Sq./t. DECKS, HOT TUB 8 C JIM. - 855 sq.lt. GARAGE 341 sq.(t. 2744 sq r8 2 7 4 4/12083 = 22.7% 'LOT AREA = 22,201 .sq.ft. / C t-+ SCDHS Ref No. RIO - 13 -0049 pUBL 1C WAjER) (DWELLING V�TM (VACANT) $ m DRIVE u EAN ROAD) OD0100 6-S _ �"` DC14D EL. 5.7 IC WATER'�N STREET) ,o"' 16 y my y le Ile. (pUBI- } �,v w n o 0 o ;� cn. 50.0 - _R a +� N79�2 oOW TER FE 3 1�a J0 CUB v 0.VE 4� b Q`� � I M I L 000 -0 CA 4�42,Gp•E 50.0 o / "w i , 16.3 0 3 co r- 40.60m Nt \ o na i z �.b�f~n S w GAR. O : g_m SURVEY OF. PROPERTY `u FmW� uZi . E �, TIUTY cn Z I I m A T CU UE POLE D i` = • r E FE m o a TOWN . OF SOUTHOLD !JE LP 3� 0.2'E , _i TCO. stare _ o SUFFOLK COUNTY,N. Y. - �LP LP Lp 1000-116-05-13 Do �� NOTEs SCALE. 1 —30 O SUBSURFACE SEWAGE DISPOSAL Z ,Z ST O SYSTEM DESIGN APRIL 24, 2013 "' O; 10 ( E 0.6E BY# JOSEPH FISCHETTI, P.E. MAY 8, 2013 (LOC. DECK POST) n. min. 1725 HOBART ROAD MAY 21, 2013 (LOC. DECK COLUMNS do ADJ. HOUSES) x SOUTHOLD, N.Y. 11971 JULY 91 2013 (lREVISI T O Zd►t,Ern JULY Y1, 2013 (CORRECTION A REVISION) AUG. 12, 2013 o-evlsioW O ,3.s — - RECEiviED AUG, 27r m3 (revisions) C vn 12.9 2,.9' 00105E AUG 2 7 203 NO DUNE EXISTS ON PREMISES AS rn BOARD OF APPEALS PER SUFFOLK ENVIRONMENTAL CONSULTING, INC, O COVERAGE OF DEVELOPABLE AREA = 19.4% INCLUDING AREA TO EDGE OF GRASS Y p 300 cu.yds ' REOUiRED ; P 0 RAW RUNOFF CONTAINMENT GARAGE 331 sq.fl. 331 %1 x 0.17 - 56.3 col,/ 7D 'A Z PROVIDE I DRYWELL 610- 33 deep04 N '58 sq'f1X 0.17 -z65 Andf. �.a'°p ZEE aE�` � � �I�% AE J, PROVIDE 2 DRYWELL9 8'0 x 4' deep or / Z 6i equal (E / / r TEST HOLE DATA BY McDONALD GEOSCIENCE P8�'E. \ '\ V1 p 4/17/1.3 9UP D ��� y5 ` a cOr1 Z �- �P Z EL 5:T n --- 0.5' BROWN LOAM OL G �� m BROWN SILTY SAND SM/ G� O� a� --- 3' PALE BROWN FINE SAND SP �CiO !'177_ C N EL. 1.0' WATER 4.7' �\ G WATER IN PALE BROWN FINE SAND SP �• P ❑9 - PROP. ELEVATION PROP. CONTOUR NOTE) ALL PROPERTIES I , / I6 WITHIN 150' OF PROPERTY FIRE DAMAGED HOME TO REMOVED LINES ARE HOOKED TO EXISTING CESSPOOL TO BE REMOVED PUBLIC WATER AREA= 2220180. FT. TO 11E LINE ELEVATIONS REFERENCED TO N.A.V.D. 1988 FLOOD ZONE FROM FIRM RATE MAP�ti�,� P N MAP NUMBER 36103CO501 H SEPTEMBER 25, 2009 �� �- I am familiar with the STANDARDS FOR APPROVAL' k� \,tL4 ME'4`Af AND CONSTRUCTION OF SUBSURFACE, SEWAGE I •(k�2 '�` DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. Q' The location of wells cesspools & public water shown hereon are g��► ``S� 4�6��' from field observations and or from data obtained from others. C►gND ANY ALTERATION OR ADDITION TO THIS SURVEY /S A WOLA77ON Bldg Dept copyfrom Z N. YS. L/C. NO. 4961 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Final revievyec! d8�rnen�s� ECONI VEYORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS ZBA File # IP HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF Date: (�/ 1 / a0 / (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET =MONUMENT SOUTHOLD, N. Y. 11971 13-155 N -7 ( H k% S.CDHS Ref No. Rio - 13 -0049 WATER) I(p,I,1EULING �� Ppg`IC 'Ili orn va DEAN (�D RROAD) OD _ Lhti LAREA L 1 y;083 sq.lt, ,, WASER 1N sTREET� _per, is o y LUT UCV0iAGE '"i � , � ) i:�uow �I �, o cn HOUSE - 155.8 s .11. b ° '� N ®r m m - DECKS. HOT T 1B R q 1,1} ��� �� q � Qe 50.0 2 b � N A z ✓' c'n CHIM. 855 sq.lf. �� �i�° } N%9 2 o W lER FE�'� 3 rte• o —i GAf(stt,'F 27k. 44 sq ra ®r AMak ` C. C B 0.2'E 7 a Rl 2744iI2083 = 22.7% 13y v9 EL 5�i " °�LOT AREA 22,201 3 N750.E 4%V I V 16.3 (A DOD O o Zry r � w Cn GAR. �~ m SURVEY OF PROPERTY D z�E�„ �Wn i �i N '" uTUTY AT CUTCHOG UE �� E P� o _� �� U :7� " - 3.4' 0.2'E AREA OF 5, TOWN . OF SOU THOL t 0 � n % LP LP 9k ti - SEPM sy8reA O _ SUFFOLK COUNTY, Mc Y. �� • LP o 1000-116-05-13g 01%F Z NOTE! SCALE.' 1=cO� 1"f 4 •�' Z ' ST O SUBSURFACE SEWAGE DISPOSAL Z' ` O SYSTEM DESIGN APRIL 24, 2013 ,� I �iV�I `� O 1 10 l E o.6•E BY JOSEP14 FISCHETTI, P.E. min. 1725 HOBART ROAD MAY 8, 2013 (LOC. DECK POST) z + \ SOUTHOLD, N.Y. 11971 MAY 21, 2013 (LOC. DECK COLUMNS & ADJ. HOUSES) JULY 9 2013 (qpp�TIIpp Ngg)) O ZdNE X 9 e JULY 1 % 2013 IREVJSIONS) y JULY 3r1, 2013 (CORRECTION 8 REVISION) AUG. 12, 2013 (revlsloW O 13� / 12• AUG. 279 20i 3 (revisions) 6 r 1 s+ (y ,�. . NOV. 11, 201' (addition) Z AZ 2,•s' � ,� �r NOoS 01 NO DUNE EXISTS ON PREMISES AS PER SUFFOLK ENVIRONMENTAL CONSULTING, INC.111 COVERAGE OF DEVELOPABLE AREA = 19.4%. X111 S1ibe 7s'• \ ' pw N Ln INCLUDING AREA TO EDGE OF GRASS SySte�b,,(jlt FE �•r-�. C � >rr, IT1 nt of existing est requite' o w' ,7. pbaVkdOnm0 a4r° 41 .7' Cj 7o0 'D 300 cu.yds ' REOUiRE �Ce C D n ,s.s �\; 1 ^oCZ RAIN RUNOFF CONTAIN ! N Ov GARAGE331 sq lf. tigNE ��',.: / / / C) m 331 % I 0.17 = 56.3 e4.1`1, t HOIPROVIDE I DRYWELL 6'e -Y-.3^ deep V �� i i i \ 1 Ln\ 1558 sq.IIl.x i�'�c1` O Z \ 1558 : 0.17 =Z61,tu.fl. I• E A Z PROVIDE 2 DRYWELLS 8'10 * 4- deep or of / Z equal / �E TEST HOLE DATA SUFFOLK COUNTY DEPARTMENT OF HEA <TH SER ( -: v kA 0 BY McDONALD GEOSCIENCE � OPL-� f m.Cr1 4/17/,13 PERMIT FOR APPROVAL OF CONSTRU .6a?i�,A r, ="Y. C EL. 5.7' BROWN LOAM OL 0.5' I (CLI. RAriiILY RE.SlDEPdCE © 11 G ,, \ m to --- BROWN SILTY SAND SM ��- 3 PALE BROWN FINE SAND DEC 1 1 201 �B // / C. E _ _ Ln DATE � R` F. r-�O. �JGJ EL. 1.0' 4.T WATER --- APr',EOSye D WATER IN PALE BROWN FINE SAND SP F OR NIAH, In OF / 11' �t -S ; H r YE-EAPS FR. M DAI I PPROVAL Water Lin-,(Sf�fU�T €� spe. ed By �'I��" auffOlk C ounty `Dept. 0 ,4� rEo' . ?� 9 PROP. ELEVATION to 7 ❑ _ ` ��all X52-�. 0®, 48 In d e, PROP. CCR i OUR NOTES ALL PROPERTIES / / To SOhedi InSp C ®P . WITHIN 150' OF PROPERTY I i FIRE DAMAGED HOME TO REMOVED LINES ARE HOOKED TO EXISTING CESSPOOL TO BE REMOVED PUBLIC WATER AREA= 22201 SO. FT. ' / �10��� TO TIE, LINE �6�0 ELEVATIONS REFERENCED TO N.A.V.D. 1988 vt��� FLOOD ZONE FROM FIRM RATE MAP MAP NUMBER 36103CO501 H SEPTEMBER 25, 2009 ��® ®�5 '� Vol', Niiw I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE ®~�s5t® 6•Ar� DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES 5y �0�1 and will abide by the .conditions set forth therein and on they permit to construct. Q _ 7 The location of wells,cesspoo/s & public water shown hereon are from field observations and or from data obtained from others. A U4ND ✓' ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A V0LAT70N N.YS. LIC. N0. 49618 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.' EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICATIONS ECON/ VEYORS, P. C. HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHn.SF SIGNATLIRF APPFAR.S l-IFRFOA/ Ivok I /j 0%- 1230 MONUMENT SOUTHOLD, N. R 11971 T 13-155 i fJ SCDHS Ref No. RIO - 13 -0049 T1-1 pUgL1C Wp,SER) Na. 'd �pWELUNG o 90x. CvACp,NT) m '' oil A $ DRI�AD) U � e WOOD ROtq Via N2 EL. 6.3 AREA BUILDABLE O ,� 1 s�EET) o� zm 1ou LAND = 1.-2,083 sq. -H. vd EL_ 5•T WATER 1N o =� LOT CO VEftA GE `� �pUBL1c j "'- w _" o n HOUSE - 1558 sq.lt. �Q' n, m r m M - _n a 0 DECKS, HOT TUB 8 , " 50- 2 S ro ':m c` 2 r3 3e - CHIM. - 855 sq.lt. 79� EL a b a y GARAGE 31 sq.if. N W �R FE .c' r o �l M to 2744 sgrif C CURB o 0.2'E a�Dne y ^� 2744112083 = 22.7% L. 5•�in �? Z a LOT AREA - 22,2.01 sq.fl. , �"E N79� '00"' � w . W `` ,63 s.5 x o n'Dop N74 pp' b \ N FR• D In O n~ N b rn a� w GAR • orn SURVEY OF PROPERTY o> Z ~G ,o' o� �w� A T CU rn m� UTILITY ' TCHOG V E °; M E, POLE z '>i r r- 3.4' 0 ,E x I (" TOWN. OF SO UTHOLD in Z , o' E . LP , AREA of o — SUFFOLK COUNTY, N. Y. < M ,LP ! P LP SFPTTC srst a 1000-116-05-13 p - Lp�1, � Ly, NOTE+ "— ® O SUBSURFACE SEWAGE DISPOSAL SCALE: 1 —a30 z .Z � ST SYSTEM DESIGN C). APRIL 24, 2013 "' O j' to l' E OWE BYt JOSEPH FISCHETTI, P.E. MAY 8, 2013 (LOC. DECK POST) n Ci I min. 1725 HOBART ROAD z co s m SOUTHOLD, N.Y. 11971 MAY 21, 2013 (LOC. DECK COLUMNS & ADJ. HOUSES) T g e m JULY 9 2013 (IREVIT�ION)) Zpp1E X 0 JULY 1% 2013 (REV JULY 3'1, 2013 (CORRECTION 8 REVISION) �� 13.6 AUG. 12, 2013 (revlslopl p 9 AUG, 279 20i S (revisions) 12' NOV. if, 2013 (addition) Gz� 21.9 NO DUNE EXISTS ON PREMISES AS0� 13.1' ' PER SUFFOLK ENVIRONMENTAL CONSULTING, INC. Ln . COVERAGE OF DEVELOPABLE AREA = 19.4% c 76.E ' N •� r DW N C INCLUDING AREA TO EDGE OF GRASS CO C7 FF • �.,-� C 300 cu.yds ' REQUIRED M r y9 � \ 7 14.7 C .. 0 13.6% a rr .___R.R AIN UNOFF--CONTAINMENT n�)S� GARAGE 331 sq.ft. ZONE 331 x 1 * 0.17 = 56.3 eu.ft. N�Vg ! ! R1 (T1 PROVIDE I DRYWELL 6 �_3. deep vN� e� �R / �� �3 l � �p N 1558 sq.tl. Z�E 0��'c /�\ �v 0 Z \ t558!1 x 0.17 =269 CU.ft. V" �C ( PIE Z PROVIDE 2 DRYWELLS 8'0 x 4' deep or o`` of}`Z�` 6) " o\ W r equal (E / o / r TEST HOLE DATA 7° 4A IK X141 M AIR t KUM d f � � ��\ � m N BY McDONALD GEOSCIENCE LE /''� -A N p 4/17/13 2,c��PIIF��FfI��•i QwND WAW— g�)1�.pPe y 55 , X\\ J m Z LPN r� �P / Z 0 EL 5.T --- 0.5 BROWN LOAM OL I-� G� \ n m v BROWN SILTY SAND SM 0� / F'�_ ____.3' 7 n / G� ' PALE BROWN FINE SAND SP �° J�t"1%6Z �iO / ��. \` OD C WATER WATER IN PALE BROWN FINE SAND SP r '2/ZLf/f3 / \ VV Y P N m � ❑9 = PROP. ELEVATION N I i /�\ -- = PROP. CONTOUR NOTE, ALL PROPERTIES / WITHIN 150' OF PROPERTY FIRE DAMAGED HOME TO REMOVED LINES ARE HOOKED TO EXISTING CESSPOOL TO BE REMOVED PUBLIC WATER AREA= 22201 SO. Fr. c�PG TO TIE LINE ELEVATIONS REFERENCED TO N.A.V.D. 1988 �� 1�6• ��'4V FLOOD ZONE FROM FIRM RATE MAP MAP NUMBER 36103CO501 H SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL AND CONS TRUC TION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES c�56 O��G ��.� OF NEG3t�.� and will abide by the conditions set forth therein and on the 11 '&-t, permit to construct. The location of wells,cesspoo/s & public water shown hereon are from field observations and or from data obtained from others. _ ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A 140LA77ON < LL OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. _. N0. 49618 EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CER77FICATIONS ECONI Z HEREON ARE VALID FOR 77 -IIS MAP AND COPIES THEREOF ONLY IF (631) 765-50 F�1- 631) 765-1797 SAID MAP OR COPIES BEAR 77 -IE IMPRESSED SEAL OF THE SURVEYOR P.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. =MONUMENT SOUT S TREE T HOLD, N. TRAVELER 11971 13-155 ■. (VACANT) . EAN DRROAD) C D1G±a C���� EL. 6.3 EL 5.7' WATER SIN STREETi 50.00. 32. t4 -7(%00,'N 0.2'E EL5.1 00 •42�OE N7'O'00 E 16.3 60 � N FR• o 40GAR SURVEY OF PROPERTY AT CUTCHOG UE TOWN OF SOUTHOLD SUFFOLK COUNTY, MY 1000-116-05-13 SCALE 1'-30' APRIL 24, 2013 MAY 8, 2013 (LOC. DECK POST) MAY 21, 2013 (LOC. DECK COLUMNS & ADJ. HOUSES) JULY 9, 2013 (ADDITIONS) FEB. 19, 2014 (FOUNDATION LOC.) PEST HOLE -DATA BY MC00NALD GEOSCIENCE 4/17,/13 EL 5.7' --- 0.5' rborw OL BROWN 'MLTY SAND SM PALE BROWN FINE SAND SP EL 1.0' 4.7' WATER WATER IN PALE BROWN FINE SAND SP 11' z � °tel N _ I TEST HOLE � EL. 5.7' • FE FE l 0.6'E Q ` o o 13.2' 0 0 �o b 1 •LO o , n 12•4s z S o• AV. 13 Cco 0 0 A13.9' \� j �• i" n OUSE s3• ,.- t ' _ 1 NOTE: ALL PROPERTIES WITHIN 150' OF PROPERTY LINES ARE HOOKED UP TO PUBLIC WATER. AREA= 22;201 ' S0. FT. TO T1E LINE ELEVATIONS REFERENCED TO N.A.V.D. 1988 FLOOD ZONE FROM FIRM RATE MAP MAP NUMBER 36103CO501 H SEPTEMBER 25, 2009 l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUC77ON OF SUBSURFACE SEWAGE DISPOSAL -SYSTEMS FbR SINGLE FAMILY RESIDENCES and will abide. by the conditions set forth therein and on the permit to construct. V6-- d�► V� - tREE Pte' ERBv 005- 17. 12• TERi WA (DWE1"1_1NG WITM puj30' ID L -1 i i FEB 2 E; 20i4 I BLDG. DEPT. TOWi OF SOUTHOLD Loc / 1 N The locationof wells,cesspools & public water shown hereon are from field observations and or from data obtained from others. ANY AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STA TE EDUCA TION LAW. EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CER77RCA7701VS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR MNOSE SIGNATURE APPEARS HEREON. �z 0 I 011 00.0 4a, 0 P� 10 .4 s NO. 496181 PE90t fC SURVEYORW.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 1230' TRA ■=MONU.MENT SOUTHOLD, N. R T 11971 13-155 N \ 0 d d� oV%�d M Nl4� 60 (VACANT) SAN DRIVE D) (BD) EAt.X9 x. 8.3 �R IN 7' S• REET 5-77' WA 50 .00, N-79�22�TER FL 5.7' N7950 0d SURVEY OF PROPERTY Q "- A T CUTCHOG UE y A' TOWN OF SO UTHOLD l SUFFOLK COUNTY, N.Y. 0,00Ee -`� STI 1000-116-05-13 z 23' SCALE: 1'=30' a � APRIL 24, 2013 (0 MAY 8, 2013 (LOC. DECK POST) O` 24' MAY 21, 2013 (LOC. DECK COLUMNS & ADJ. HOUSES) JULY 9, 2013 (ADDITIONS) 4 FEB. 19, 2014 (FOUNDATION LOC.) FEB. 17, 2015 (FINAL SURVEY) 1 FEB. 26, 2015 (REVISIONS) v z MARCH 18, 2015 (WATERLINE NOTE)\O AC.UNIT ON PLA *AMR) O��INO VJITM PUBLIC ( SEP71C SYSTEM u.c c _ A' B' 4' N STI 18' 23' N 6.5 i tv LP2 24' 38' 16.3 O LP3 27' 3s' LP4 34' 38' w G 0 LP5 38.5' 44.5' t R1� LP6 35' 43.5' LP7 34' 48' m OUT. 0/L LP8 35' 51' o� SOD / UTILITY t POLE LP9 25.5 44' _ -�3.4' F -E-,.. FE ST. w,g 0.4 •A' i an SUFFU? &: f; r.,.?'%'�' ME51T0F H6AL SgFtV�tg( %i= t; ; �irt�:...: I:: a i NSTR►!0 T E:O IN(jRKS FOR O n SINGLE FAMILY RCSB gThe sMa9c posal and water sU +wa'- l%I�� Rim='. � andfer certified by this D &perc05.^�• ,;c4•%pi f� and $� bs�ry FOR A ArlA3tl(�u�r . _.. `"` �' rOS)4,z NDUace � TEST HOLE DATA BY McDONALD GEOSCIENCE 4/17/13 EL 5'7'0.5' BROWN LOAM OL --- BROWN SILTY SAND SM --- 3' PALE BROWN FINE SAND SP EL 1.0' WATER 4.7' WATER IN PALE BROWN FINE SAND SP 11' NOTE: ALL PROPERTIES WITHIN 150' OF PROPERTY LINES ARE HOOKED UP TO PUBLIC WATER. AREA=13,778 80. FT. TOM LINE ELEVATIONS REFERENCED TO N.A.V.D. 1988 FLOOD ZONE FROM FIRM RATE MAP MAP NUMBER 36103CO501H SEPTEMBER 25, 2009 I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells,cesspools & public water shown hereon are from field observations and or from data obtained from others. ANY AL7ERA77ON OR ADDI77ON TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF 7HE NEW YORK STA7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209 -SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES 7HEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA7URE APPEARS HEREON. a "Aar -agement 40 N 6 / C / Oce ��G• ek 2 556 cog ■=MONUMENT QF Nl:;N �r a'_; - W LIC. NO. 49618 PECONIC S, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 12JO MA VELE SOUTHOLD, N. R 11971 SMEET 13-155 . to REScheck Software Version 405.0 Col.liance Certificate ..Cii.p Project Mccallion Residence Energy Code: 2010 New York Energy Conservation. _ Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor -Area: .3,026 ft2 Glazing Area 23% Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Dean Dr. = Cutchogue, NY Compliance: 11.3% Better Than Code Maximum UA: 594 Your UA: 527 The % Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide ah estimate of energy use or cost relative to a minimum -code home. Envelope Assemblies Ceiling 1: Flat. Ceiling or, Scissor Truss ..1,258 27.0 0.0 .0.038 48 Ceiling 2: Cathedral Ceiling 300 27.0 0.0 0.038' 11 Wall 1: Wood Frame, 16" D.C. 4,108 32.0 0.0 0.047 -•149 Window 1: Wood Frame:Double Pane with Low -E 931 0.310 28, Crawl'1: Solid Concrete or Masonry 1,012 0.0 26.0 0.035 30 Wall height: 6.0' Depth below grade: 3.0' Insulation depth: 6.0' Compliance Statement. The.proposed building design described here is . pmt a building plans, specifications, and other calculations submitted with the permit application. The proposed bull to to meet the 2010 New York Energy Co ervation Construction Code requirements. in REScheck Version, W1 a mandatory requirements listed' th � S h s c' n Ch klist. }`•". Q {^;' a Name -Title S g to D to '9j• 1607a yO FN .Project Title: McCallion Residence Report date: 11/01/1-8. Data filename: Untitled.rck Page 1 of 1 I - li--1¢ Sti . -P IS 3---6�i5 r c.L�Ctto �K1lT E :2oa= L c Gt�4u1+ -.'kso y;- �' Ate#®- ��' Q"t" Ttl� ��G►L. Pcl��lt�_ � `_ . � ,k ��8``-�C_Qf��� cr: S U T E R AND S U T E R D E S I G N ARCHITECTURE LANDSCAPE „ly I,LIMY�.J1�1�L --1=116 aF f?E'C1K - F�17.09 124 JESSUP AVENUE QUdt`ilfE PY1-1-9.59 6 3 1.6 5 3, 3 8 7 7 wwwsuterandsuter.gW3 , F A X.6 3 1 .6 5 3 .3 8 7 8 M, 5 S NY .1 APPROVED AS NOTED DATE: j) B.P. f�fz1- FEE�0,53 4l ° BY: :D? �2- NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PDQ FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUM13iNG 3• INSULATION .UST TION M 4. FINAL - CONSTRUCTION BE COMPLETE FOR C.0• ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STAT E, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED -2110 OF 1% LEAD. CO;N'PLY V,11 7 H ALL CODES OF WN CODES = TO NEW 'YO .;K STATE -i-L & AS REQUIRED AND CONDITIONS OF ✓ SOUTHOLD TOWN Z"A IT T I I i t 1 1In SOU T HOLD TO'M TRUS T EES N.Y.S. DEC OCCUPANCY PANCY OR . USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY DO NOT PROCEED WITH FRAi-I1.1,'1.,'r3 UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. r L 0 0i 't /�E 6) Ch, iAp PI Evrjrr ion SOBS 1 HO1. D Tuft0i"i i CODS PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING �M M I ISD'��__:l.tl�j_-;i��:GI•�::..�"���._. _... _... _ . �.._ ._,...� I}[ __�.� .t`✓t _ _� _Lit_`f`h+,�..�S�L:-�_._,.__.._::............. ....... .. .Iia _ S U T -R AND S U T E. R. DESIGN ARCHITECTURE • LAND SCA.P.E . R'0. BOX 17-09 124 JESSUP AVENUE QUOG'UE,NYy11959 6 3 1: -6 5 3 .3 8 7 7 my smsuterandsuter.com FAX .6 3 1 .65-3.3878 12-16d 2 '/ O i'Q ti F�_M" - W,-ig -I . , t • 1 ''I 1._I. -^ �•+,y.r; V`+•..;, Wit,. 4 i Gi,. QCJ CK -� �, I 'Ile ♦ f 7 N Z_ L1._. AU . .... ii � i , � • � ;, 244444 _ .. .._.. ... �, tt s if {• �' -s i I Ix :' _.... ___ - r3 ' j,'. -�-. ? r �•-/�A- I .� f - i. C{ti f 1 �'•s � rl- . - d _ s t � I .. 1 _. PO i71 1" ^I 1 rifn �} I L3 `S t , '- ZZ 4. t 14; (4 ✓ r`jlj...�/. r ' - \•'.i`••rl-:2•rrl / 11 % I•, •t1I ,\ 1 l� t1 '� �1, ,, 1 �.., ..i+'.' •�t it,l/�-�..'�•',• 1 f• :f r����_^.ms's. �' f ,1/ ! :•: �, �. r •� �, ISI ,_... ._. i �af-,A e- 4- ",0;? ZI DtI t --I''/_,�--,'� �- chi^::_d{���'�= ol _44 I � k.s 7. I •Mei � de i' N W-X11=..___Tr Mat�rlal 5tr�p :: base Ga x tVidth (Ga) 1-a 4-€ _:==C`.. Codi Rei. LC544 04 .-...._. ._.�._.. _... .-..-._......... f:: • 16 3'/1. 3'h 6'/2 12-16d 2 '/ 2705 4250 C844 4x4 7 ga x 2 • 7 3%. 3°/. b MATERIAL: See table Me - t�� for54'ticlts FINISH: LCB, C844, C846, C848, C566, CB68, C86110--galvanized;tv' 4x6 12 ga x 2 16 ror�� WS } all other CB -Simpson Strong -Tie gray paint or HOG. 12-16d 2 %2 2705 4240 CB46 46 i Some models available In HOG or stainless steel 33+i 1 5'/: 8 - 2 °/. - 4200 l INSTALLATION: • Use all specified fasteners, See General Nates. lax 2 g 2' Min. 3 h. / 7 : 8 2 . 3' Side Cover 4200 IL8 • For full loads, minimum side cover required is GLULAM �: • "•'1'; 4'/ 5'/t ' ; .::- -2; ;m-'� 4° �,� 4200.:'•• • • �. 3' for Cil, 2' for LCil, C95-6:; t i 7;' .6 5'/ A'.'` 2 • Install all models with bottom of base plate flush LC866 6x6 12 ga x 2 16 5'h 5'h 5%2 12.164 2 1/ 2705 with concrete. CB64 6x4 . 7gax3 7 5'/z We • Post bases' do not provide adequate resistance to - 2 % - 4200 170 CB66 6x6 7gax3 7 5'/ prevent members from rotating about the base and 8 - 2 3'i - 4200 C86.7. 6x 7gax3 7 therefore are not recommended for non top -supported 7 8 - 2 - -4200 CBEs 6x8 i,tstaliations (such as fences or unbraced carports). 7 5'/2 7/2 6 - 2 , ; ;• , ;^ �'- 4200 I18 . OFTIOUS: 7 ga x 3 7 .... 9'h 8 :tom .:. - 4200 • LC8 and CB are available in rough size. Other sizes 6x12 . 7 ga x3 7 5'/: 11'/2 8 - 2 V/e available for CB specify W1 and W2 dimensions. Consult 4200 C87'/-4 - ':: PSL.:' 7..3oax3_''..;77%. Simpson Strong -Tie for bolt sizes and allowable loads. 3'/ CB44 z f COOTS: See paga 13 for Cade Reference Key CharL (046, 044, CB64, C966, C868, • Configuration of all CB7/-6; ;,'PSL;::' C986, C888, CB610 similar) other CD sizes :7: T. est products are available with additional corrosion protection. Additional products an. 5'h '_a. •:"= : r2;�/i tris page may also be available with this option, check cvith Simpson Strong -Tie for devils. - "'. 6650 =': •Mei � de i' N Nominil Column Mat�rlal 5tr�p :: base Ga x tVidth (Ga) Ildwabl `ll I ft o 'ds Column : A e I L a ; D • inslrilis:•p Ma 'Nails:-:'' bolts W W' D'; Nails Bolts 2 Dia. .. (160)'.. Codi Rei. LC544 04 12 ga x 2 16 3'/1. 3'h 6'/2 12-16d 2 '/ 2705 4250 C844 4x4 7 ga x 2 • 7 3%. 3°/. b - 2 Me - 4200 LC046 4x6 12 ga x 2 16 3% 51/ 6'/ 12-16d 2 %2 2705 4240 CB46 46 7 ga x 2 7 33+i 1 5'/: 8 - 2 °/. - 4200 C848 a xtl � lax 2 g 2' Min. 3 h. / 7 : 8 2 . 3' Side Cover 4200 IL8 C85.11.5 GLULAM .'7gax3 . "•'1'; 4'/ 5'/t :8; .::- -2; '3'i. - 4200.:'•• C95-6:; GLULAM :7 ga x 3• 7;' .6 5'/ � 8'. 2 LC866 6x6 12 ga x 2 16 5'h 5'h 5%2 12.164 2 1/ 2705 4230 CB64 6x4 . 7gax3 7 5'/z We d - 2 % - 4200 170 CB66 6x6 7gax3 7 5'/ 5% 8 - 2 3'i - 4200 C86.7. 6x 7gax3 7 5'/ 7 8 - 2 - -4200 CBEs 6x8 7gax3 7 5'/2 7/2 6 - 2 V. - 4200 I18 06610 6x8 7 ga x 3 7 5'/ 9'h 8 - 2 Y. - 4200 C8612 6x12 . 7 ga x3 7 5'/: 11'/2 8 - 2 V/e - 4200 C87'/-4 - ':: PSL.:' 7..3oax3_''..;77%. 3'/ , !! .. ,..-': .,.2.'/ - 6650:: CB7/-6; ;,'PSL;::' 3gax3 :7: 7%' 5'h '_a. •:"= : r2;�/i - "'. 6650 =': 170 087%-7..':•PSL':•: .:3gax3 7: , 7/ 7:..;d; �'=.--::. -2. t' /, "• -:;6650:: CR7-6.': GLULAM -;3gax3 :.7•`•. .:6`. 6'/. :.A:' :-. 2: '/, 6650:'.' C8745 GLULAM :-'3gax3'.:.7. 7'/: 6'/ S`: :. =.2` :3/. 6650 °; C0-9' :: GLULAM 3 pax 3 7 91/. 61+ B., : '- - 2 '/ - •' -:f,6650 " CB7-10.5 GLULAM 3 ga z 3 . 7,". 10'/,t 6'/. a.: 2 :,s/ 6650:: . CBE6 8x6 3gax3 7 7'/ 5'h E 2 V - 6650' 170 CB88 8x8 3 ga x 3 7 7'/2 7%2 8 - 2 2/ - 6650 CB9-6 .. GLULAM i'-46 a x 3 : :.7.'' : 6 . 8'/ 2.: .V • - :' 6650 089-7.5 `.• GLULAM :3'g 2 x 3:: t:-:7-1 7%:. .sly 8-: 6650 C89-9;-.. GLULAM .3gax3: 7'. '.9'' 8a/, 8: -•- ':: 9; ;'l 6650' • IL8 CB9-10.5 GLULAM 3 ga x 3'.1- : 7.i 10'/ BW tb'; :. _ r' ` 2 . 3i . ;:::-. ".. 6650 . C91010 10x10 3 ga x 3 3 9'/: 91/ 8 -- 2 :V4. - 6650 C81012 10x12 3 ga x 3 3 9'h 11'/2 8 - 2 V - 6650 CB1212 12x12 3gax3 3 111/2 111/2 a - 2 V4 - 6650 1. Uplift loads have been Increased for wind or earthquake Milli no Values in the tables reflect Installation into the wide face. See technical bulletin further Increase allowed; reduce where other loads govern. T-SCLCOLUMN for values on the narrow face (edge) (see page 232 for details). 2. PSL is parallel strand lumber. LCI bases Installed with nails must be installed Into the wide face, , 3. LCM products may be Installed with either bolts 9a nails 5. Designer is responsible for concrete design. ;not both) to achieve table loads. 6. See pages 226-227 for common post allowable loads. 4. Structural composite lumber columns have sides that show •7. NAILS: 16d = 0.162' dla. x 3'h' long. either thi wide face or the edges of the lumber strands/veneers. Set page 22-23 for other nail sites and information. 60 > is 01, 3' 2' Min. 2' Min. Side Side Cover t , r t • 2 i. Coveryy t LCB A Side Cover r4y�,, : Side 4,�. ,.: , Cover CB9 (05, 07 slmllar) for Glulam Column 1. Uplift loads have been Increased for wind or earthquake Milli no Values in the tables reflect Installation into the wide face. See technical bulletin further Increase allowed; reduce where other loads govern. T-SCLCOLUMN for values on the narrow face (edge) (see page 232 for details). 2. PSL is parallel strand lumber. LCI bases Installed with nails must be installed Into the wide face, , 3. LCM products may be Installed with either bolts 9a nails 5. Designer is responsible for concrete design. ;not both) to achieve table loads. 6. See pages 226-227 for common post allowable loads. 4. Structural composite lumber columns have sides that show •7. NAILS: 16d = 0.162' dla. x 3'h' long. either thi wide face or the edges of the lumber strands/veneers. Set page 22-23 for other nail sites and information. 60 > I n U T E R AJNID DESIGN -ARCH I­TECTI) R E LANDSCAPE DO, QQ_t: . ........ P.O. BOX 1709 124 JESSUP AVENUE -QUOGUE, NY 11.9.5,9 , 63 1 .653.38'77 www.suterandsoter.com ..FAX;.631.653.3878 0 IMP .1 LI Figure 3.8a Corner Stud Holddown-' Detail - 3 Studs With, Blocking —Block ing 2t 24" o.c. Io 0 '-Sldewall 41 Holddown -2-16d Common nails 2t 10" O.C. Corner stud, connected to 'transfer shear -4-11 23 2 A --c C _j . . . ... ........... 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CONSTRUCTION NOTES i` - jCE >'('I1G .� 1 "� ' ' t 1 •r ' . �`� TYPICAL WALL SECTION sratc•.1°=t'o" J 1) ALL FOOTINGS TO REST ON VIRGIN SOiL iii BE A MIN. 3'.0" BELOW FINISHED GRADE, .-`j)� 1-.-::.H G 9:SJ.:,�=f� T1�.I:-i.5 . �G �- 1. �, " . 2) ALL CONSTRUCTION TO CONFORM TO ALL STATE & TOWN BUIi PING CODES INCLUDING 206. - J �j Fiyt'�, "r r / w 3 1� ' _ .. - , • • I' -� s t ��..�Q, G- i G Prescrtptive.Design Lir�itntiofss i t + {>` r lJ�i��S PF i�' )11'1 ' ✓ . ? ` CHANGES. _ - . .• _ , . . . • a) ALL CONCRETE TO BE MIN..3,000 P.S.i. 28 DAY STRENGTH. G?'gztAb 14 ,3- -6 � �- T.�`�l D (. � - -- >1 . • 4) ALL FRAMING LUMBER TO BE DOUG. FIR #2 UNLESS NOTED OTHERWISE."'�VENTTOP OF ROOF WJRIOGE VENT OR ROOF �- ! ��f Attrik" [ {citation Sectio, Fitares 3 ' t ; a' -o" oN CENTER. VENTs Tt} coDE _ • ING MAX. i ,...:k=: z rt ;. ,., „ . _ 1. 5 BRIDG •, • fit.. :.�-•7•:.,: :;'s,;: r, Ytoolisyst t� :.;;:_..:-.:",....:._::�...: � • . O ' . �3 CDX 1 i� 1 - -J�, T�,:::Z" :, ?1 �:.. ..t .. r< Tt"1'.-,.. • 6) DOUBLE FLOOR JOISTS UNDER PARALLEL pAR71TI0NS AND BATHROOMS. INSULATION 1NNAPOR BARRIER ON ' . . , 7) DOUBLE JACK STUDS UNDER HEADER OF ALL SPANS OVER 4'-0'. MIN. HDR SiZE (2) 2X10 UNLESS • � C .. . t NOTED: ' - - a� •H TED SIDE. . S) ALL FRAMING NAILS TO BE GALVANIZED NEAR SALT WATER �CPOSURE. �: GYP. gD.------- ,/ . 9) RELATIONSHIPS OVERRIDE DIMENSIONS, DIMENSIONS OVERRIDE SCALING. �� ., �) : ij 10) ALL BUILDUP GIRDERS TO BE GLUED & NAILED.- ALL LUMBER TO BE CONTINUOUS LENGTHS. } ) I . 11) ALL BUILT UP FLITCH BEAMS'TO HAVE W DiA. BOLTS 16" ON CENTER ON BOTTOM & 24' ON CENTER � , k • - ON TOP, ALL TO BE 2' FROM EDGE. MIN. 37(3'X1/4" STEEL BEARING PLATE AT EACH END: . . . 12) UTILITY AREA OF FURNACE AND ATTACHED GARAGES TO BE FINISHED WITH 5/8" FIRE PROOF G.W.B. i' • .' . TO CODE.. .. . i; � ` 1 f 3 NERGY • 13) FIREPLACE TO BE SUPPLIED WITH FRESH A!R VENT AND GLASS DOORS PER 2Q0 E 1 • CONSERVATION CODES AND FIRE PROOF•HEARTH TO BE INSTALLED PER CODE. (FRAME FLOOR I• • ' FASCIA . ' • - 1, . . JOISTS PER CODE AT HEARTH WITH REQUIRED SETBACK). FIREPLACE FOOTING TO BE 127 THICK '' - 11 . AND EXTEND 6' BEYOND FIREPLACE POUR. WELDED WIRE MESH 2" FROM BOTTOM TO BE IN THE • I i SOFFIT WfcONr. VEP. ' r I . 14) FMI G' 'DENOTES 4X4 POST ON 4"XS"X16' CONCRETE BLOCK T-0" ' . ':' • . ' . • -..-1 BELOW GRADE. ALL DECK FRAMING TO BEA C.C.A. PRESSURE TREATED LUMBER. i! _, _ • �� . . 15 DENOTES qlV nm LAI l V COLUMN ON 24'X24 X12 THICK POURED CONCRETE ( � ,/1 Lzr-kr Joos J.lst sp st 26• 3.1333 . JolstSpacing 24'..c- 3.1a.2b . Car:tilc•ren.SupportingIsadlearintwallsor ,I shcar*211ss 3,13.2c ' 2.ta Sctkxl-s-Lezilp^tringwalbnshearwalls' a 3,[.3.211 2.1d Floor D a*Vw vertical F7,oroffxt dr 3,13.2e 1.2 • FIwr Diaphraya Ar tut Matte' Table 3.165 1133f _ Floor D arintot opealap Lasts of 12' or 504: of IIuitdina Dlnsrsioa 3.13.2z 1.4 ' _,.. 3 t .. _,, - WAssnds 1AP&MeazwallMAW IF s 3.13.3. . Noa-L•adieariag Wall Eel& 20' 3.1.3.34 . wall Stud spat!■[ • 24- oA 3.1.33b . Shcarualfs 5k, ---A lILtnel�tfste 4' 3.1.3.3c t3,3.tb SbetrwallstoyOlrsce i 3.133d 1.11 Sktxuwai! c t ItatJo a1r.e..I 7 „ tt� Asred 7 7 3..3 • 1 .3 !.7 i . .. " �i �i� . 2111' •. .�:.•` i t „,,, R• . t s ar Wind Ex osure " ' 01 `_: _ Table 3xeX Fiega Tenstot{ Strap Connection Requirement f - P 1 r`.•' 1: k •4 r.yS �•R, •.� :'j: �`• t•" e1111Y1 ,, escrlptiveAlternativetoTable3.6} a,, �' ,1 ,` i De"WdAtwwrtUar PA01'AwcsbtyDL-loaf �„_` :: 'i: I . sr i � ytI K Iso ''~-•I�� +r, . 1 ']1tacSsr+dG.,IW"mdsr.oi(nt'b) u w loo Ito l20 130 140 # -+t r . • > a SIDING I: ;:, �> :- ,.•.. , - _ , ::., u::.. . . s1�1>2+is: ;..< ,.pie: . _ - i FOOTING. I ALLY COLUMN TO BE FILLED WITH POURED CONCRETE. -.- .: �a. * ••:' :_ +<,:., s::.•`r.::., x°P{_ . , .1 ',r,a: s - tr:';:.:_.:.. a.,,....: .: . 16) - DENOTES a'X1fi"CONCRETE PIERS ON 16"X247(12" POURED CONCRETE . I', TYVEK lNSTA11 BEFORE WlNDO S "` . pa � . • -j-: FOOTING. _ = to `,2 OSB ORCD� 4� tv.ier CaRerspaa(itntizonwzr jortl.n> zi' 3.[3.44 _ • 17) BASEMENT SLAB TO BE 4' POURED CONCRETE. i. 2x6 AT 16' ON CENTIrR WJS'/:' BATT INSULATION OR"'srt Is'•c 3.1a.4r i i 2x4 AT 16" ON CENTERW13Yi BATT INSULATION • . • ,. • - 18 CRAWL SPACE SLAB TO BE 2" POURED CONCRETE. """' raveDvwiaatLwrUt' L�uxet2lnr 3.1a.4r z lr l . 19) GARAGE SLAB TO BE 4' POURED CONCRETE WITH 6'X6'X6/6 STEEL MESH REINFORCING ON '/_' GYP. BD. nt a='1 • COMPACTED SAND & GRAVEL. PITCH SLAB TO DOOR MIN.'/. • PER 1'0'. • • Ralcova u•L�' Ipc a•rrw 3.13,44 2 tg t ir�li= craan 20) FURNACE AREA TO HAVE FRESH AIR VENT AND FIRE PROOF FLOOR TO CODE. •' _ itoorslope�t• t2:fz 3.[3.41 - 21) INSTALL FIRE STOP BLOCKING IN ALL•LOAD BEARING WALLS. . . 'I . . " '22) FIRESTOP PREFAB. FLUE SHAFTTO CODE. MAX. 8'-Q" ON CENTER WITH 1 HOUR RATING USE 518" - Rn f RoerDiaph.y�ttArptxtRaW' Ta _3.143 3.w.4. \ } J Disphral�, 1 1 TYPE'X' GYPSUM BOARD: "� 2Forro forum s . 23) SEPARATE HOUSE AND ATTACHED GARAGE TO CODE 45 MIN. RATED WALL, DOOR; & JAMB, DOORTO ' ' INISHED FLOOR sF•rnoCtaowloads,ubultteispansttellaltduzoa ' ' • OS NG. ' D SCREVYED TO JOIST - - BESELFCL I /�9VWTF(t "* C�bX•SUBFLOORGLUEDAN , 24) IF A SWIMMING POOL lS INCLUDED IN THE PROJECT, IT MUST BE ENCLOSED WITH A 4 HIGH FENCE & - - AIRSPACE `..Z� • SELF -LATCHING GATES, TO NYS CODE. • ' - B/4fT INSULATION WNAPOR BARRIERT.O HEATED , • . . 25) . NOTE: ALL LUMBER TO BE INSTALLED AFTER MOISTURE CONTENT REACHES AMBIENT EQUIUBRNhA r' - 11 ' • GK4<. . ' IDE. ! ' • - CONDITIONS EI, GIRDERS, FL. JOIST, TRIM, ETC. . . _ _ _- _ _ . , . , . , , . f 26) INSTALL GALV. RAFTER TIE DOWNS TO TOPPLATES iN ALL FULL HGT. CLGS. (CATHEDRAL) &ALL -� • „ • , } . . RAFTERS AT SEASHORE. (SEE HIGH WiND NOTES) 1 i \,- �'`•-:.. jl f .. •. 27) BUILDING FELT (OR TYVEK OR EQ.) TO COMPLETELY COVER SHEATHING. - It tl ,, --= �p'j�-i (�7fi�C t . ., pr): or- C� . r7 -` -.--- •---"-- . 28) IF WOOD T BEAMS, MICROLAMS OR EQUAL ARE USED, FOLLOW ALL MANU1 . SPECS. FOR SITE . I _, •I`'1 /%� 30. . • TA13LE F301.5 - 11 '" i. t STORAGE, INSTALLATION, DRILLING, BLOCKIi4lG, &LOADING. ` MINIMUM U(in pouni3s peq are ae! IVE LOADS L.5/ ti M /�t-/, 39 � r w/ f� r ? A3 l ct�s tr�J2 � ' 29) THE ARCHITECT IS NOT RESPONSIBLE FOR CIONSTRUCTION MEANS OR METHODS. • . 'J' BOLT LOCATED PERTABLE #t 3.2A� • t 30) ANY STRUCTURAL CHANGES IN THE PLANS MUST BE APPROVED BY THE ARCHITECT OR THE j 2X6 TREATED SILL t - ' ` . ' . - '' I . . cnIZ2FrZ ., t % / ARCHITECT IS NOT RESPONSiGLE FOR THE EINTIRE PROJECT. SiLL SEUL UNDER TERMITE SHIELD � • ` I 31) •THE ARCHITECT ASSUMES NO SITE CONDITIONS THAT ARE NOT INCLUDED IN THE'PLANS. ANY ROCK FiNAL GRADE , II . ' I I FORMATIONS, BEDROCK, UNDERGROUND STREAMS, ETC. MUST BE SITE INSPECTED BY A LOCAL. I . : 3�--; • . t ! ENGINEER & ANY STRUCTURAL CHANGES THAT OCCUR THAT CHANGE THE'PLANS ARE NOT THE' `I RESPONSIBILITY OF THE ARCHITECT. . • '" - • t 32) COPYRIGHTED: ARCHITECTURAL WORKS COPYRlGHT"PROTECTJONACT PER UNITED STATES -CODE .1 ' I ' - ALL ARCHITECTURAL WORK CREATED AFTER DECEMBER 1,1990, INCLUDING THIS SET Oi: PLANS, IN . i. 4' P.C. SLAB r •(%� • i . ! ' TERMS OF OVERALL FORM AS WELL AS THE iARRANGEMENT AND COMPOSITION ORSPECS AND 2" P.C. SLAB AT CRAW L SPACE • • • i ' ELEMENTS IN THE DESIGN, FORA PERIOD OF 75 YEARS: ' , t I' ' a' P.C. FOUNDATION WALL .". . � • • , . - . I W/DAMPROOEING ON EXTERIOR - . IAL CODE OF lrVEW YORK STATE DATED JAN. 9 2010 I t �.' - " COMPLIANCE WITH RESIDENT �� • '� I: - • i ' • Ground Wind Seismic weathering Frost 'Termites Decay . Winter . Ice shield Flood Air . snow speed Design , line , P2ssenner vehicle aro ee 504 Design ' underlay- Hazards ' Freezing toad (Mph) Category dept • Temp mart' , Index .. . h • . re uired ZO PSF t . severe iso Mh rate 11 F Mass„ 1 i mlodetate 1. •'• r - . .,. , `' CLEAN SAND BACKFILL --' i-�}`' '• ,' , ~ , , ' '-r� . t 16' X S" P.C. FOOTING W/KEY - - t'- y� -� . ' - ; 1 ON VIRGIN SOiL & MIN 3'0' BELOW GRADE i . -.. • 1', - • USE . LIVE LOAD Attics with limited Stora' eo . 20 Attics without story eb • . 10 Decksr. • 40' Exterior balconies 60 Fire esca s 40 Gtlai16ils nnd'handrailsd 200 ' Ouprdrails in -fill coni onentsf 50 P2ssenner vehicle aro ee 504 ;tool? s other than rice in rooms 40 Slee in rooms 3Q Stai:s . 40e ?' ,rtrwo a� 1w•fP' R"rr" Nmiar•faCAMMONaUWIoi3roN aiaowimdd1-1N•SvaAte11sv . 12 1 1 2 2 2 3 3 4 li 1 2 2 2 3 4 4 S ,20' 2 2 2 3 4 4 S i 3:12 24 2 2 •3 3. 4 ' S • ti 7 22 2 2 3 4 s d 7 t . 32 2 3 3 4 S 7' t ! 36 2 3 4 S t T - I2' 1 1 1 2 2 2 3 3 li 1 1 2 2 2 3 3 4 .- 20 1 2 2 2 3 4 S .':.' 4:12 ' 24 2 2 2 3 3 4 S i 22 1 2. 3 3 4 5 d 7 32 2 2• 3 4 4 S 4 7 36 Z 2 3 4 S i 7 t l2 1 1 t 1 2 2 2 i lc l 1 t 2 2 2 3 20 1 1 2 2 1 3 3 4' . 5:12 24 1 2 2 2 3 3 4 S. 21 1 2 2 3 3 4 S . 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', , 4 , t. • w1- • I , LSU • ' F10wh 1F-10tbt114 - 24• . 1x11 .. s=.. , • . uTStt �10ds1}f 740da1}4 sr 'J +'s.a Lt wittartraettumatwNusmtatwulasW.mMt4rliugett -4. J I ,.: ZStair.aarMY,culk/wxOStJ►►,•rrrristcnh!•tOP�iteWiu ra wdtdvdltn,uI .� slaiIiUon m oonw..ar314 Ja a of t0iciM rA19 tpadli I tteW von ttalYtttlunMl sAtoft - �•'•` , , . = 3.1as1aaxtLtdLertpthMW4•iit2%)x(fetiilsICUmattSttq�(WertS,M ! . r ' WJardfFFNf!!CE TakletL2A,31 . . • . , �a ' .. ,� t t . , •. . •sttdxpdog - ..Eoo1S'a0 on MPH ' 1alJf1!'H rt : !t. ii • 24 113 203 = ' 4.- t i . 12'0.0. . 41 315 •110 I t�'1 Go 415' $1! " 7 _��t 0 2j 151 271 ta,,,wa„�at t''" , .. .. 4L5 4� i :010 st • r -...--•]i o.0 •-• 41 420 • 1140 ' tw."""`a+ , t .;',` BP _ 3 ' 60' ' - 553 V3 : . . � x� .;- ' JLT'P '•tarn . . � .•' ��' L �Similt • TaWatedsw2amaMc,laalatiaarsoma umsIs"InEvoweD. . «� • � ' a TaMrWcdnaawLa►guts,,401111 barwaatatall!"'ola,ro.i.rtleroaraaaaaLgbilaadro f=:OMi1 iyFCNJRFFFRFJ7CE rablerLZk S.3 ' Ty I Fl X40 U 6rTW . I TAUWa oaa4aWU r•t$raw U arc laaw r i 12ICII r!QCo 11t'+r a Xk& fw tGfra-rtdta aoV trKi t• roukipb'a• a f ltOMkfiOlr 7l! .+1'i;s. r ' .1 tryutrta/vrlua►ytfea,�+�ratatauidrlttrlCl.w �...-W'-�'I t RussCeanKtio 2!!! ¢Cw) 12 I4 1!1 24 4t . ''t' I • , • , : t .. . Multirtiw I.00 1.37 IAO IA4 4.00 ' I ♦ ' ' 0 , • -, j' 11 ' a ,ii the wht.tai aatt-bc ermitc nquk f r sari •ad erno -tsar ♦roto•= to I sad dr t'nwas is aetchad is "o"dumvr h : . . lir:• Table 3.l,tia stilt:tsar 4411 addirluwl.-iriatMnat t•ryi.i- '' : :tai slarin0 ROotspin to In taaum a t,1TS1i . .. ,.1 a wlbmac wtt•i-wwlmli•uafstWog*ai.tars►walla,wrunansnmpr igoaaaddw•allrrtismcittM !'; : . 24 t7S 2q 1 r . tsar/datrt"hwnumfwafhint,• x"baitAudstntherI rAmiwofl2d►aaa-nrlai•oi.rtMoaElu& 1.:':' : . "'� c: i r_ -J oar =UW 4e tAulttw tt•nicrd lot bwt u17s I s cud clear 1 12' O.0 36 Y10 401 , '� , 1-1 W 20 pit tilt[ rtrar sh.D M •f ASPJ Ai53 Wag 33 twat at oluivalett t , 4t ' 331 ... , •i 7F' • ! �.• A{f '0115" * Chc(� S'TRitr rg?.,' . MINI M ' `fig'„ EM8ED1,4£NT . I t) i 6'0.0 - -35 •_ •• = - : 54S "' '�' w R a��3N b� r • .... !' • ' . 1 . ' 41 _ 11011 - 721 '- •55i V,� .-. ' : . ;. COMPLiESWiTHTABLE8403.1bFIG.8403.1(1) �, • ' - t I'orsl: i and :: 2 .'• '. .' - . ••••. .... t.at„Aalt/rrril "t assariyMwlaaeaa1t00 ,rt1 11ew 'r i po per square foot • 0.0479 kl•Utn ,1 squ•jm inch = 645 mini ( 7 iwsatan IS ,naiheit0 K IN lytr+ . �; - , •i and=4.45 N. TYPTca18P 2.tatoltiolvP kid onUMof33tartiNYM@IIStotettNS.011aWANtlM07MM1Y*101 0 `. I ' • i ADE DATE Po ' .. " • s AttlttMl Ta-, ,cal w t aardaaxe a eil1 [t lamitwr taM erarlettp M l taxi Enstalted , j a. Elevated garage* floors shall be capableofs+lPpertingo2,000-poundloadnp- with a Mudslll ' Dist Heei Joint Connection Requirements t ..- CONFIRM'DRAINAGE OF SOIt,'iF EN 4 , plied over a 20 -square -inch arca. I •pie 3.9A Ref >� { i - ' �' INSTALL CON71N000S FOOTING DRAIN TILE TO y. A Anchar Bolt i , i j pplies to attic aces meetin the re uireniams Ir, Section- 11802.4.1 for - •..��i�i. k,,Vy t1.r5�-.%.�'c:"•' `' • ,.�• (prescriptive Alternative to Table 3.9) , • , '' ,, ,-..r..••�irk k,4:�1:f: Yw.•..•4.r.n{.'IJ: •'-++.r(1•/rk�..}.J't �.: . ' . . : .•: �, STORM DRAiN. S conventional cell in joists and Sect ionR1rP_10.7fortrusses. Allicswithout _ • • I I : J: • • .. .. roragearethosewherethemaximumclearheightbetweenjolstandrafteris• •' ssnmpticns:RwfAasemblyDL-lo tr : i i . i • less than 42 inches, orwhere ihcrc arc naltwo ormore adjacent trusses will] , t a a r 3 Dead Load L.,d r.� r '` Ground Snow I " .... ...... . . -' ..:.:......:.:.. _ _ '... .. ' ... by 2 feet hide, or greater [located within the pi re or thettruss For alt es 1 Ivo zoo, 0 psr S0 psi o rrf I ' L1.. _ '__ ., .. ..-....__._._.._.... _._._.. . . .._...-.-_- . ...-___,__...... _. . . .. _ _...... . .. ...... _ .. WlihOut htOfa c I . ad 3 R•ofS an It. 7 ... ... .. .. .. not u , . CONCRETE COMPRESSIVE STRENGTH [ SEVERE .j . . ..-__...__...._._-.._,-..-__-_�� 9 otr_ ____. �..._...._..__. g , t tis live Load recd be t� 'm d to ^ct ccncurrcn.lq whh .. f p ( ) • - `. . an• other live load rc uirerne lei 3 �l3 24 3e l2 24 ]i 12 24 3 - - 24 311 . t • ... to ss o qu - E pos I - "' �' Uplift Strap C nnectlon !le irementt: x ure ! i- 1z I (Roof -to -Wail, Wall -to -Wall, and Wahl -to -Foundation) E RaflerS/aciny u,redNumber•rtidCommonor40dBoxNailsrerHcetJointC•nnectian'sa'•�'t BASEMENT WAL�$$s_51, 3 - 3000 PSi GARAGE SLAB 3,500 Psi • • • �, I i : RancrSl•pe (�) meq' _ -- ' ; Table 3.2A 5/8 Anchor Botts . Sill Plate to Foundation Connections Resisting ;(PrescrlptiveAttemtativetoTable3A I j Shear Loads from W6nd - Exposure B i, ' Table 311.2 Sill or Bottom Plate to Ftti; r�dation Connection Requiirerr.enfs lot 12 4 7 l0 4 t t2 G It ,7 t is zz Table 3■ li S 9 13 5 10 IS t IS 22 !0 20 29 1 Nailing Schedule DadL4dAumptiaa-ltooUCeilinzAtaembiyDL-ISpO 3:12 192 i It li • i 12 It 9 ,S 27 l2 24 35 t'� , ' 11 (Prescriptive Altemative to Table 3.2) T6:asSetmdGuctWixd 24 7 13 1! s is 23 It 22 31 IS 29 a4 I 'Lind Exposure B Number of Number of t5 !0 100 Ito lz0 130 140 150 • " :•I , .. � S h l2 3 S t 3 i ! S 9 l3 i ll 11 i . It•erS NunLcrafNCotaraaNsnsorlOd/uTlailt t6 4 7 t0 4 t l2 i ll 17 3 l5 22 Joint bescription Common Nails Box Nails Nail Spacinj Three Second Gust Wind Speed (mph) ES - 90 100 110 120 l30 140 150 f„ ) : _ _ Fratnir e„ tt 4:1z t±z 4 i 12 5 ! t4 7 t4 20 ! It 27 _ r ileadloadAssutn Hons:RooJ�c.l,n Assen_M DL 13 sf,Wal1DL 60 if ts5st t0a) (1 bE,chExt•rt-t/4•Jc2ott.ctrtr'x'' Is iz t7 2s tt 22 33 h:..,�.:::.�.. {. <: a '. p 5 10 G 7 17 is :.r: datl0n 0 C r OltS -i: - Foun Buitdin Dimensl n 5/$ An bo B 24 i, 1 O Y' i` 1' ''v:' 3 3 14 iN• �'1'• •, :h 12oo)RiE►RA.irLa�iG-•:�: �� a' I2 , I 2 5 9 •'� - - - :tune Sceoni. Gw"t Wind S ad m h 85 90 100 G 3 s 7 { . S ortin P endicular to P (P) t2 3 { uPP C ,2,3 , UP t 1 3 it t li 1 1 2 2 3 3 ! S ! 14 i t2 Nttmbes of Bolts R€ fired in Shearwali Linc 1 tt 3 i Rafter to Top Plate (Toe -nailed) (see Table 3AA) (see Table 3.4A) pet rafter Sheatwall Line (ft. Number Roof Re uired --4 act of Connection (pl 16 3 e t ) q P ty 20 1 l 2 2 2 3 3 4 = p 5:12 • Ceiling Joist to Top Plate (Toe -nailed) (ue Table 3.43) (see Table 3.43) per joist , ,• t i 1f 2 { 7 l0 4 s 1I i tt ti 7 t2 2t • t,eilin Joist to 1'araUel Ritter ace -nailed sea Table 3.93 see Table 3.93 each 1 ' 12 1 1 2 2 2 2 3 3 Connec.tons of Span t2 24 1 t 2 2 3 . 3 4 4 24 4 t iz 5 9 t4 7 t4 20 9 tt 27 _ (F ) ( ) ( ) aP U L S U L S U L S 11 L• S Ceiling Joist Lops Over Partitions (Face -nailed) (see Table 3.9A) (see Table 3.9A) ' each lap . 1 ' 16 2 2 2 2 3 • 3 3 4 Stories , (ft.) 2S i 1 2 2 3 4 4 S ' n . Collar Tie to Rafter (Fac nailed) (sea Tabic 3.63) (see Table 3.63) pu tic 20 2 2 2 3 3 4 4 5 _ • o _ • • ' 12 -t7t 2 lO11R 33 I33R 67 1618 32 1 1 2 3 3 4 s s ' tz 3 3 s 3 4 s 3 s t 4 7 t I . : Biocldn= to Rafter (Toe•nailed) 2- Ed 2-10d each end • ' . 24 2 2 3 3 4 4 � 5 _ • - 311 1 2 2 3 4 S i 16 3 { f 3- S 7 4 7 l0 S ! l3 i!tirnBoardtoRafter(End-,ailed) 2-164 3-16d each end 2E 2 3 3 4 4 5 5 6 16 I2 50 92 I 7:tz t7z 3 5 �" �'�"" t 4 t 112` s t0 !s 1 • .. _ t: 20 2 23 12 1 1 2 2 2 3 3 4 7 to 5 t0 15 7 l3 t9 _ •,: •:• WAiLL' PAMING"-•: ': •`::': 32 3 3 3 4 5 5 6 I 67 117 ! { • ►� 1 Story 1 li l I •I 2 3 3 A 4 e z4 3 i t tri 36 3 3 4 4 5 6 7 E 24 10 33 t5 142 20 t r 1 2 2 3 4 4 s tz 3 3 4 3 3 4 3 4 c 3 s • a 2-16d' - 6d' t 2E 17 44 103 167 ti .24 1 2 2 3 3 4 S c T^;a I.1 to :o Top Platc+(Faca,ailed):: 2 J pu foo N ; II 942 t!z 3 4 i 3 4 6 3 e 9 { t 1z 40 3 3 4 5 6 7 7 9 21 1 2 2 3 4 s s c tc 3 3 s 3 4 s 3 5 1 lo• Is I Top Plates atinterszetions (Face -nailed) 4-16d 5-16d joints -each side n : 32 25 SS 120 ]92 ( 24 3 5 7 3 5 t 4 s It . Stud to Stud (Face -nailed) 2-16d 2-16d 24" o.c. � 50 4 4 5 6 7 i 9 11 SIU Plate to Foundation ' 3b 33 66 13E 217 32 l 2 2 3 4 5 i 7 3 .3 3 3 3 s 3 4 i ` ., Header to Heada{Facanailexi) 16d 16d 1G' o.c aioD;edges 'U 1 60 4 5 6 7 E 10 11 13 p 2U 1„R - 1698 7 20911 a7 25311[ 311 2 z 3 4 4 i 7 t• t� 3 4 3 i 4 3 { 6 3 . i ± ` 'CIAWl S 1Ce Or R rs • • i "�1 1 70 S 6 7 ; 9 11 13 IS - 12 t 1 z 2 3 3 4 4 �' [2:12 4 3 3 S 3 S 7 3 i 9 I Top orBottom!latetoStud (End -nailed) (see Table3.SA) (see Table3.5A) per stud G, 11 ;0 6 .6 ' E 9 11 13 14 17 B'stmeot) 24 - 25 E2 li 1 1 2 2 3 4 4 . s 1!z 3 3 tt • 1n 20 , 3 3 3 4 5 5 6 7 2 211 _ _ 43 10T 2a 1 z 2 3 4 4 S c .' 24 3 4 J 3 { i 3 is ! 4 t 11 1 Bottom ?late to Floor joist; Bandjo'Ist, Endjoirt or 2-16d'� 2-16d'x per foot © i _ 60 I32 I!2 24 t 2 2 3 { s i 7 s Na lint requirements s1wU be remtiacd a be reduced 25%. if nails are clinched '.' ' t Blocking (Fawnailed) Orli 24 3 3 4 5 5 6 7 t 32 �- .. cel joist gnnectioas are not retuircd whoa the ridge is suprortedby a Ioadbearint wall, header or ride beam designed to resist the applied 1 N 2E 3 4 4 5 6 7 f 9 36 6 7E .157 2t 2 2 3 3 4 S i t : EI I • _ • - • • 2;SR 47 • 34 32 2 2 3 4 S i 7 i ( a Iadc,ninternted(atesu ortafthecanerisrrovtdedbyverticalstrutsorrurlimtoatoadhearintvralt,thetabulatedheeljointconnection j + :�: R fi? 32 4 ? 2318 5$ 3c 2 2 4 s 7 i ! ! wlJ rp ;FLAO FItA21IDtIG ' 4 5 6 ; 9 I1 2f 2068• i 2 - _ tan. 0 112 re,tuiremcnU shall be rermi.tted to be reduced rropationally to the reduction In p I . 36 4 5 6 7 i 9 10 12 3 32 , Joist'toSill To`llateorGirder oe-nailed)' 4-1d 4-lOd per oist 12 I 2 2 3 3 4 S S } , uixdforceilin oisttocci(ingjoistlarsplices r P (T j Bid •r. toJok. oe-,tiled 2 -Lid 2-10d ,cub end l 40 5 S t G' 7 9 10 I2 13 36 if 97 2 Stories � Equivaltnt canncctiens aro req Sl fig (T ) usembl . i Blocking to Joist (Toe -nailed) 2- id 2-10d each end S0 6 6 - E} 9 11 12 14 16 - 3 3 3 20 1 2 2 3 4 S 5 i ' 1 I s Tabulated heel joint coancction rcquittments do not include the additional wri t of the ceilin y Blocking to Sill or Topl'late (Toe -nailed) 3-16d 4-16d each block 60 .7 7 9 11 13 15 17 19 - 24 24 2 2 3 4 S d 7 t p" . I2 79 436 2 119 436 33 109 436 67 132 4363 20 2 2 3 3 4 S i T Tabul"I'dheeljointconnectionrequirementsassumeceilin,joisuorranerQesareloWtedattheboltomoftheatGespace. When$hi!intjeista .' Ledger Strip toBeam (lace -nailed) 3-16d 4-164 Luh joist 16 - 12 50 92 - ;nee weed �y thelCueateN nigher i. the attics _ce, no attic statagt is assumed, and the tabulated hcd joint wnnection rcqutromcnts shalt bo foist on Ledge- to Bram. (Toe -nailed) 3- Lid 3-10d per joist . • „ 70 i E 10 12 15 17 20 23 20 2 23 67 117 32 2 2 3 s i 7 ! :: t Factors: Cell ng EleitftU Reof Ridge E(ee1 Joint Connection a0 9 10 12 14 17 l9 23 ,26 �. Adjustment Factors i Band Joist to Joist (Hod -nailed) 3-16d • 4-16d per joist 1 24 10 33 ;5 142 311 2 3 4 3 i t " ' [[eight (trclHa} . ! Band Joist to Sill or Top Plate (Toe-ntjled) 2-16d' 3-16d .per foot 28 4 5 6 7 i 10 11 113 • 21 17 44 I03 167 ? Trestxipdvs limiU am"ea asx=pSms is Table 3A. 1, 1~ �- 11!2 2 ' _ • , , 32 5 5 7 E 9 1 t 13 14 120 1192 a Tabalaud IIn e.ancataa itcnmts assau,built n loatd t. s. �,'' :, '4 � 1/3 l,5 3' . .,t.:; i r. `'t .ROOFSHEATHING ,- r 10 12 I4 11 32 25 55 a► :au t >'xr•a•• . 217 a Tahalatd tifteeameccfii.. eaUassimaarwfadesnin assrnit dwllw/d! oi0x15 f-! lfa ne �.` t/4 1.33 . r 36 33 66 13E at trtiuirwt C Y psf( ps P•A Structura Panels" . ;d 10d sea Table 3.10- 40 6 7 E 10 I2 13 . 16 IA WallBo_tomPlateto I 1.25 • i ( ) 3 $tOrieS ,3 3 3 3 Cti!'tgt ,warily is not present or [f the ceiling assembly it not eoruetted Q the ta•f astcmby, fl,e tabulated stnrnber of runt aluII IIS Diagonal Board Sheathing 50 7 ; 10 12 14 17 19 22 Found2tion, 20 - 79 430 - E9 436 7 109 436 57 132 436 ytinae:sachytaanttachnddthcttrap. i `11 1/11 t•z i a6 Crl x111 2-fd 2-]Od pertupport 60 9 10 12 14 17 20 23 26 (Slab•on-Grade) . 24 - 25 112 a M(aim=AMJAMGnde33stalcWp. ': . 1/t0 . . 1"x10'orwider . 3-1d 3-10d persupport r 2 _ _ 43 107 .. 70 10 11 14 17 20 23 27 311 21 3/4 (Itch when rand Iia are tocatod above one-th rd ` _ 132 , Nate: Lateral dcflectian d the mllu below the railer Urs nwy rtcced . - is :i ' 13 16 9 23 26 3l 35 32 60 r or when I is mater thea 2 feet ant may regeire additional consideration ' - •-r•: `.1.4 <.CEILIPIG SHEATHING.' • ;:. EO l2 1 t e d e height, Hry k t • . , :'s ofhrS . 4 711 15 7 . tion .l.. 6 c 1 6 to a etrsntined in the f undation de i r Sec 3 t rel o ds hall c d o s An chore e r uired to resin la 1 s b �P g cq I ! -on e ! it e t Gypsum Wallboud' Sd coal rt Sd coolers , 7 edge 110 field hh .. _ t 1 Prestziptivelimits are bued on assumptions in Table 3.2. - 79 4363 - ;9 4363 - 109 4363 47 132 4363 f Table 3.43 Rafter and/or Ceiling Joist to Top Plate Lateral and Smear Con f;Ct I - 26 O 3,$�1I Corner Sfiltld'rialdri4awtt . t F1 tlr } t:• . - i'? . 1 r ti } r. _ ;r,; ueB �:':: s r '•s•-' 's>� t 2 e Ex - . w .. ire nts ���;1 ALL ?�• o e u m - anchorb 7l•HiN e c R • . haw th . � h r bolts shall be ttnifot7nl distributed cion the len of the Shcarwall line and in no cu a p . - Arco y S 1:� t 3 32 _ 0 72 q . . i - to .� studs Willa . i t ]' a cc . O fiat! 3 ,cin exceed at on can er. For other anchor bo) twit tions Ice S tion 32.1.7 ,::Structural^Z'ancl, id 10d sceTable3.tl cP b 6f _ li .... 97 . , a: _ 4 ( ) 36 (Prescriptive Altemative to Table 3.4) $ I o c kl n Fiberboard Panels - 3 SiU plates are assumed to be treated Souther, Pine. : '� •3 . 7/16" ' 6d' 3"ed e/6"field - •- •• - e 3 EE's Bottom Plate to Foundation Connections (Anchor Batts) Resistin ' , .. 25/32" Id' . 3" edge / 6" field . . i , i.ateral and Shear Load s fralrl Wind -Exposure 6 ' G stun Wallboard 5d coolers Sd coolers 7" ed / 110" field (Prescriptive Alternative to Table 32) l �, yp Jable 3.2C Sill or Bottom Plate to Foundation Connections (Anctror Bolt . Hardbcard . id .. ;d (ice Table 3.11) t ti .' . ParticicboardPancls !d Ed (scetrJanufacturer) ,,. Resisting Uplift Loads frown Wind - Exposure 13 - ' r t Three scconi Gust 1:'11»d . .. . • .. (Prescriptive Alternative to Table 3.2) .,, Specd (mph) ss ±n Lao uo 120 130 140 1sa ' . ' DiaSonatDoard Sheathing r is )"x6" or t"xE" 2.1d 2-10d � per support .' . . t t ' ,' potumPtltetoFaundauanAncl,arBolt PauniatienSupportirq hlaximmAnchatIIo113paein(n.ff-, i Gnneclinn )tesiStin ' ' 1"x10"Or wider 3 -td 3-lOd pCrSdppntl' tSCeedm htW t5 !0 100 110 120 130 140 1511 a--" .Anchor oohs I' e ini Ia - r: t :.• _ , . Bottom Plate to Foundation Mchor IIolt I-3 s o*its _ _ 30 r Latcra3 and Shur Loads ;• t r.•••:'-'FLOOItSHF.ATHIIVG'' .:; Foundation Su nth or IIolt, }: ':t;�• ortin MaxinJu,tr oche , , Connection Itesistin pp C A r Bolt SprtinC (in.) j 511" A i Structural Panels ' 1" or less . Lid - 10d 6" edge / 12" field . greater than I" l Od 16d 6" edge / 6" field Diagonal Board Sheathing _ ' 1"x6"orI"x;" 2-;d 2-10d percupport 1"xl0" or wider 3 -id 3 -lad pertupport i• ', t'NidZones I-T1_"es 45 ( . + , 63sforics 72 70 4± 39 33 2a 25 23 t + Preseriptivch its arebutd•nsssumptionsinTabie3.2. Uptitt l cads a +, V7ten anther balu ue usd to resin uplift latent, and Shur foals, ue maz mJ m anclJw bolt spacing shall nor exceed the lessct of tl,e tabulated . T Three Second Gust Wind Speed (mph a5 90 100 110 120 130 140 150 . Ratter/Ceiling Joist Wall Number of id Common Nails or l Od Dox Nails (Coe -nailed) . Spacing (in) Height (R) Required in Each Ratter• and/or Ceiling Joist to Top Plate Connection'".4 12 1 2 2 •. • 2 2' 3' 3 3 3 .. 10 2. 2 2 2 3 3 3 3 l6 1 2 2 3 3 3 4 4 .4 2 2 3 3' ' 3 4 4 4 10 24 1 3 3 4 4 5 5 5 5 10 3' 3 4 4. 5- 5 5 6 . • '�` hDL� 0/`J . ~-.. i31ac1(in); ut 24" d•c, Sidewali • a . 0 , • • r • • Holddown • )ntenor,ones , • . )-3S106Cr 72 72 <57 45 3C 33 30 27 1 wtucsfornpliftlotds(Taile3.2C)orlrtualardsb:nrtuis{!ebtc3lF) Fere!herancbnrbohlimiuteneceeSetti•n32.1.7an1322.3. 4 t rreseriptivelimitsuebuedoaastunptionsinTabte3.4, • n•�Gd Common• ' Prescriptive limits arc based on assumptions in Table 3.2, ""' + ' ; r Tabula,edtrc`,arbellsp einrsforlateralandshearloadsasrurnew4lsticshuUxdlnsccoriancew(thsection3,4A2. F•rothetwallsheaduaC o • i • ' ntt11S dt Q" O.C. • a va the tibula ti anchor bolt aria s Cha!! be muhial!cd t y tLe appropriate rhea lint rypc aijuslment frctw in Table 3.17D, but in no cue s1u11 2' Tabulated eonaection requirements usume a building locattd in Exposure D. • •• - Men anchor bolts arc used to resist uplin, lateral, and:bear IwJ5, the maximum anchorbolt,pacing shall not exceed the lesser of d+e tabulated 'l . ti= C 3 When ceilin oists are installed arallel to rafters, the Sum of the toe -nails in the ratter and ceiling joist shall equal or exceed the I... . Valuesforu lift loads ancierbahspaeiatsexecdifeet•ncenter. !, tJ P . p(Tab1e3.2C)erlateralanishearlwis(Tabte3.213). FanthcranchorlalttinitatimsseeSectia»3.2.1.7ani3.2.2.3. • I I .-• Far threerecedausttvidrreeiegrukrthan)lOmph,uid,cubulatedluenlvalwart•mTa1:1cIk atcr0=262W,WealanneWo'sAtli + tabu latednumberofnailsreg4-4 - • a �w�^_tswarnnrStu(i It ' Nailing requirements are based on wall Sheathing nailed 6 inches on -center at the panel edge. If wall Sheathing is nailed 3 inches on -center at the j / �^ " • •• .. . _ __ __. _ _._..... __; ... _ be detcn:tined usin the bads from Table 3.5. 4 To avoid splitting, no more than 2 ttx-Waits shall Ito installed in euh side of a rafter or ceiling joist when futeacd to a 2x4 top C 0 nn taCtC (1 to - panel edge to obtain higher shear capacities, nailing requirements fart str»cttlral members shill be doubled, oraltemate connectors, such as shear "' -- - ' -- , r,5 ti plates,shailbeusedtomaintaintheloadpith. : 1 :COMPLIANG�E W/20' 0 C�DE� , ..... : _' _ .. - , ..._. ___. i _._ _ Wlren wall sheathing is continuous over connected members, the tatbulafed number of nails chap be perniitted to be reduced to 1-t6d Wait per foot, S Ci 00 D F E 1I`•T - ' - -- • - - --- � plate or 3 Loc -nails in each side when futened to a 2x6 top plate. ri;111 S Dr S p11 r 3 Corrosion resistant.! l gate roofnt nails and 16 gage staplrs arc pcuaJitted, check IDC for additiorul requirements. ' . •M. W RAM CONSTRUCTION MANUAL 20 Q EDITION []S:..G �- --- . •�� . , ... . _ ... _ . • .. t .... _ .... .. ... _. • � PRESCRIPTIVE DESIGN METHOD. IV •DIAMETER "J"�B '3.2D .4` , - . ' .... . i • .. :.1,:: ,. OLT PER TABLE 3.23 • CENTER SPACING INTO FOUNDATION•INITH�" x ";. / u B.P. PLATE OVER SILL PATE. r', "' : NYS RESIDE COD �� -113 a NTIAL E` by _. r _ . USE 1 %" X 20 GAGE STRAPS @ EACH JOiNT, SILL PLATE TO FIRST FLOOR WALL ' • -', 1 ' .. . . ���,zwR° .�.�� � '.:•. " . . .. :.• - • ' . . 'T - STUDS, 'ISP FLOOR WALL. STUDS TD 2 °FLOOR WALL STUDS, WALL STUCS AND TO;� t CHAPTER 600,HOUSE RATIO L.ES Q``' Q G��9 - - • . ' ' -' . • •"• ' ••. • -' • S THANAI STRUCTURAL'SHEATHING '` �- Q ' ' PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2X4 COL LAR T iE II'] 'I'O BE FULL HGP. SECURE TO•T ` ' ��'� _1� SCALE: AS NOTED; f ' NEW YORK STATE RESI�ENTiAL C.4C�E' 0 I0. / . ' oP� LPTE. * . ":�;� j.� . • UPPER'THIRD OF ATTIC �,T IG" ON CENTER. o t ` . ' ' ' �' t . ASPHALT SHINGLES 'FOLLOW NAILING SCHEGULE R905.2.G MIN G FASTENEL25 PEp " ROOF PITCH L sf 5'S c I{ MAx 42% GLASS OK .. " ( ' . ' • •• • • , . . . T 3 r. SHINGLE, BLOG FELT, INSTALL PER 8905 L `� - O $ Zbo7 U,fb/'rl'�. • • 1 •• � •� •- -- -.11959 '• //631 653-3 77 �, (ICE SHIELD. REQUIRED 'FOR 1 S 24" ABOVE START OF INTERIOR. VVAi L) N.I .S. BLDG j - _.• I - - ETi' • _ 'S�UTER AND SUTER P B+OX 1709-0.10GUE, NY , ;l ,;,CODE- TABLE 8301.2 �?2 WINDOWS • . . . 1' O F • .. - . ' ..._.. ...._....- --- . _ .. TO MEET D.P. RATING OF M1�!. 40 /I �`ZG- r . v An' i' DATE: 4 �''v� �i''� . . . . . • 1 . : ,'' ' . i . . U . ,.r. PLIC ; .. • o faremcralol- ��m, filowiletISift bs .,c;'. i � rl :6oaaulw T0)tStul Rltntnd iobinstd IdavF(iiss) •.3s ry . ' •.:i4.S ' , I Isla . 4 -td - • 4-ttt W 453 :.y�:: {: 1*: � r,`, • t , CS1L - 6.4 't " Fid iq .. ;r:.:I a • Gµ 4tJ. ��itt tS20 1U t l �I O i i 42' ' 1Ao5 ' :' i e • �/ t•r- t. •!id !tl '42• 1,010• :�:'"r?..: • r ` ti = • • 7.1110%' ? tOd:clli ' 20• tp0 . ', , 4 , t. • w1- • I , LSU • ' F10wh 1F-10tbt114 - 24• . 1x11 .. s=.. , • . uTStt �10ds1}f 740da1}4 sr 'J +'s.a Lt wittartraettumatwNusmtatwulasW.mMt4rliugett -4. J I ,.: ZStair.aarMY,culk/wxOStJ►►,•rrrristcnh!•tOP�iteWiu ra wdtdvdltn,uI .� slaiIiUon m oonw..ar314 Ja a of t0iciM rA19 tpadli I tteW von ttalYtttlunMl sAtoft - �•'•` , , . = 3.1as1aaxtLtdLertpthMW4•iit2%)x(fetiilsICUmattSttq�(WertS,M ! . r ' WJardfFFNf!!CE TakletL2A,31 . . • . , �a ' .. ,� t t . , •. . •sttdxpdog - ..Eoo1S'a0 on MPH ' 1alJf1!'H rt : !t. ii • 24 113 203 = ' 4.- t i . 12'0.0. . 41 315 •110 I t�'1 Go 415' $1! " 7 _��t 0 2j 151 271 ta,,,wa„�at t''" , .. .. 4L5 4� i :010 st • r -...--•]i o.0 •-• 41 420 • 1140 ' tw."""`a+ , t .;',` BP _ 3 ' 60' ' - 553 V3 : . . � x� .;- ' JLT'P '•tarn . . � .•' ��' L �Similt • TaWatedsw2amaMc,laalatiaarsoma umsIs"InEvoweD. . «� • � ' a TaMrWcdnaawLa►guts,,401111 barwaatatall!"'ola,ro.i.rtleroaraaaaaLgbilaadro f=:OMi1 iyFCNJRFFFRFJ7CE rablerLZk S.3 ' Ty I Fl X40 U 6rTW . I TAUWa oaa4aWU r•t$raw U arc laaw r i 12ICII r!QCo 11t'+r a Xk& fw tGfra-rtdta aoV trKi t• roukipb'a• a f ltOMkfiOlr 7l! .+1'i;s. r ' .1 tryutrta/vrlua►ytfea,�+�ratatauidrlttrlCl.w �...-W'-�'I t RussCeanKtio 2!!! ¢Cw) 12 I4 1!1 24 4t . ''t' I • , • , : t .. . Multirtiw I.00 1.37 IAO IA4 4.00 ' I ♦ ' ' 0 , • -, j' 11 ' a ,ii the wht.tai aatt-bc ermitc nquk f r sari •ad erno -tsar ♦roto•= to I sad dr t'nwas is aetchad is "o"dumvr h : . . lir:• Table 3.l,tia stilt:tsar 4411 addirluwl.-iriatMnat t•ryi.i- '' : :tai slarin0 ROotspin to In taaum a t,1TS1i . .. ,.1 a wlbmac wtt•i-wwlmli•uafstWog*ai.tars►walla,wrunansnmpr igoaaaddw•allrrtismcittM !'; : . 24 t7S 2q 1 r . tsar/datrt"hwnumfwafhint,• x"baitAudstntherI rAmiwofl2d►aaa-nrlai•oi.rtMoaElu& 1.:':' : . "'� c: i r_ -J oar =UW 4e tAulttw tt•nicrd lot bwt u17s I s cud clear 1 12' O.0 36 Y10 401 , '� , 1-1 W 20 pit tilt[ rtrar sh.D M •f ASPJ Ai53 Wag 33 twat at oluivalett t , 4t ' 331 ... , •i 7F' • ! �.• A{f '0115" * Chc(� S'TRitr rg?.,' . MINI M ' `fig'„ EM8ED1,4£NT . I t) i 6'0.0 - -35 •_ •• = - : 54S "' '�' w R a��3N b� r • .... !' • ' . 1 . ' 41 _ 11011 - 721 '- •55i V,� .-. ' : . ;. COMPLiESWiTHTABLE8403.1bFIG.8403.1(1) �, • ' - t I'orsl: i and :: 2 .'• '. .' - . ••••. .... t.at„Aalt/rrril "t assariyMwlaaeaa1t00 ,rt1 11ew 'r i po per square foot • 0.0479 kl•Utn ,1 squ•jm inch = 645 mini ( 7 iwsatan IS ,naiheit0 K IN lytr+ . �; - , •i and=4.45 N. TYPTca18P 2.tatoltiolvP kid onUMof33tartiNYM@IIStotettNS.011aWANtlM07MM1Y*101 0 `. I ' • i ADE DATE Po ' .. " • s AttlttMl Ta-, ,cal w t aardaaxe a eil1 [t lamitwr taM erarlettp M l taxi Enstalted , j a. Elevated garage* floors shall be capableofs+lPpertingo2,000-poundloadnp- with a Mudslll ' Dist Heei Joint Connection Requirements t ..- CONFIRM'DRAINAGE OF SOIt,'iF EN 4 , plied over a 20 -square -inch arca. I •pie 3.9A Ref >� { i - ' �' INSTALL CON71N000S FOOTING DRAIN TILE TO y. A Anchar Bolt i , i j pplies to attic aces meetin the re uireniams Ir, Section- 11802.4.1 for - •..��i�i. k,,Vy t1.r5�-.%.�'c:"•' `' • ,.�• (prescriptive Alternative to Table 3.9) , • , '' ,, ,-..r..••�irk k,4:�1:f: Yw.•..•4.r.n{.'IJ: •'-++.r(1•/rk�..}.J't �.: . ' . . : .•: �, STORM DRAiN. S conventional cell in joists and Sect ionR1rP_10.7fortrusses. Allicswithout _ • • I I : J: • • .. .. roragearethosewherethemaximumclearheightbetweenjolstandrafteris• •' ssnmpticns:RwfAasemblyDL-lo tr : i i . i • less than 42 inches, orwhere ihcrc arc naltwo ormore adjacent trusses will] , t a a r 3 Dead Load L.,d r.� r '` Ground Snow I " .... ...... . . -' ..:.:......:.:.. _ _ '... .. ' ... by 2 feet hide, or greater [located within the pi re or thettruss For alt es 1 Ivo zoo, 0 psr S0 psi o rrf I ' L1.. _ '__ ., .. ..-....__._._.._.... _._._.. . . .._...-.-_- . ...-___,__...... _. . . .. _ _...... . .. ...... _ .. WlihOut htOfa c I . ad 3 R•ofS an It. 7 ... ... .. .. .. not u , . CONCRETE COMPRESSIVE STRENGTH [ SEVERE .j . . ..-__...__...._._-.._,-..-__-_�� 9 otr_ ____. �..._...._..__. g , t tis live Load recd be t� 'm d to ^ct ccncurrcn.lq whh .. f p ( ) • - `. . an• other live load rc uirerne lei 3 �l3 24 3e l2 24 ]i 12 24 3 - - 24 311 . t • ... to ss o qu - E pos I - "' �' Uplift Strap C nnectlon !le irementt: x ure ! i- 1z I (Roof -to -Wail, Wall -to -Wall, and Wahl -to -Foundation) E RaflerS/aciny u,redNumber•rtidCommonor40dBoxNailsrerHcetJointC•nnectian'sa'•�'t BASEMENT WAL�$$s_51, 3 - 3000 PSi GARAGE SLAB 3,500 Psi • • • �, I i : RancrSl•pe (�) meq' _ -- ' ; Table 3.2A 5/8 Anchor Botts . Sill Plate to Foundation Connections Resisting ;(PrescrlptiveAttemtativetoTable3A I j Shear Loads from W6nd - Exposure B i, ' Table 311.2 Sill or Bottom Plate to Ftti; r�dation Connection Requiirerr.enfs lot 12 4 7 l0 4 t t2 G It ,7 t is zz Table 3■ li S 9 13 5 10 IS t IS 22 !0 20 29 1 Nailing Schedule DadL4dAumptiaa-ltooUCeilinzAtaembiyDL-ISpO 3:12 192 i It li • i 12 It 9 ,S 27 l2 24 35 t'� , ' 11 (Prescriptive Altemative to Table 3.2) T6:asSetmdGuctWixd 24 7 13 1! s is 23 It 22 31 IS 29 a4 I 'Lind Exposure B Number of Number of t5 !0 100 Ito lz0 130 140 150 • " :•I , .. � S h l2 3 S t 3 i ! S 9 l3 i ll 11 i . It•erS NunLcrafNCotaraaNsnsorlOd/uTlailt t6 4 7 t0 4 t l2 i ll 17 3 l5 22 Joint bescription Common Nails Box Nails Nail Spacinj Three Second Gust Wind Speed (mph) ES - 90 100 110 120 l30 140 150 f„ ) : _ _ Fratnir e„ tt 4:1z t±z 4 i 12 5 ! t4 7 t4 20 ! It 27 _ r ileadloadAssutn Hons:RooJ�c.l,n Assen_M DL 13 sf,Wal1DL 60 if ts5st t0a) (1 bE,chExt•rt-t/4•Jc2ott.ctrtr'x'' Is iz t7 2s tt 22 33 h:..,�.:::.�.. {. <: a '. p 5 10 G 7 17 is :.r: datl0n 0 C r OltS -i: - Foun Buitdin Dimensl n 5/$ An bo B 24 i, 1 O Y' i` 1' ''v:' 3 3 14 iN• �'1'• •, :h 12oo)RiE►RA.irLa�iG-•:�: �� a' I2 , I 2 5 9 •'� - - - :tune Sceoni. Gw"t Wind S ad m h 85 90 100 G 3 s 7 { . S ortin P endicular to P (P) t2 3 { uPP C ,2,3 , UP t 1 3 it t li 1 1 2 2 3 3 ! S ! 14 i t2 Nttmbes of Bolts R€ fired in Shearwali Linc 1 tt 3 i Rafter to Top Plate (Toe -nailed) (see Table 3AA) (see Table 3.4A) pet rafter Sheatwall Line (ft. Number Roof Re uired --4 act of Connection (pl 16 3 e t ) q P ty 20 1 l 2 2 2 3 3 4 = p 5:12 • Ceiling Joist to Top Plate (Toe -nailed) (ue Table 3.43) (see Table 3.43) per joist , ,• t i 1f 2 { 7 l0 4 s 1I i tt ti 7 t2 2t • t,eilin Joist to 1'araUel Ritter ace -nailed sea Table 3.93 see Table 3.93 each 1 ' 12 1 1 2 2 2 2 3 3 Connec.tons of Span t2 24 1 t 2 2 3 . 3 4 4 24 4 t iz 5 9 t4 7 t4 20 9 tt 27 _ (F ) ( ) ( ) aP U L S U L S U L S 11 L• S Ceiling Joist Lops Over Partitions (Face -nailed) (see Table 3.9A) (see Table 3.9A) ' each lap . 1 ' 16 2 2 2 2 3 • 3 3 4 Stories , (ft.) 2S i 1 2 2 3 4 4 S ' n . Collar Tie to Rafter (Fac nailed) (sea Tabic 3.63) (see Table 3.63) pu tic 20 2 2 2 3 3 4 4 5 _ • o _ • • ' 12 -t7t 2 lO11R 33 I33R 67 1618 32 1 1 2 3 3 4 s s ' tz 3 3 s 3 4 s 3 s t 4 7 t I . : Biocldn= to Rafter (Toe•nailed) 2- Ed 2-10d each end • ' . 24 2 2 3 3 4 4 � 5 _ • - 311 1 2 2 3 4 S i 16 3 { f 3- S 7 4 7 l0 S ! l3 i!tirnBoardtoRafter(End-,ailed) 2-164 3-16d each end 2E 2 3 3 4 4 5 5 6 16 I2 50 92 I 7:tz t7z 3 5 �" �'�"" t 4 t 112` s t0 !s 1 • .. _ t: 20 2 23 12 1 1 2 2 2 3 3 4 7 to 5 t0 15 7 l3 t9 _ •,: •:• WAiLL' PAMING"-•: ': •`::': 32 3 3 3 4 5 5 6 I 67 117 ! { • ►� 1 Story 1 li l I •I 2 3 3 A 4 e z4 3 i t tri 36 3 3 4 4 5 6 7 E 24 10 33 t5 142 20 t r 1 2 2 3 4 4 s tz 3 3 4 3 3 4 3 4 c 3 s • a 2-16d' - 6d' t 2E 17 44 103 167 ti .24 1 2 2 3 3 4 S c T^;a I.1 to :o Top Platc+(Faca,ailed):: 2 J pu foo N ; II 942 t!z 3 4 i 3 4 6 3 e 9 { t 1z 40 3 3 4 5 6 7 7 9 21 1 2 2 3 4 s s c tc 3 3 s 3 4 s 3 5 1 lo• Is I Top Plates atinterszetions (Face -nailed) 4-16d 5-16d joints -each side n : 32 25 SS 120 ]92 ( 24 3 5 7 3 5 t 4 s It . Stud to Stud (Face -nailed) 2-16d 2-16d 24" o.c. � 50 4 4 5 6 7 i 9 11 SIU Plate to Foundation ' 3b 33 66 13E 217 32 l 2 2 3 4 5 i 7 3 .3 3 3 3 s 3 4 i ` ., Header to Heada{Facanailexi) 16d 16d 1G' o.c aioD;edges 'U 1 60 4 5 6 7 E 10 11 13 p 2U 1„R - 1698 7 20911 a7 25311[ 311 2 z 3 4 4 i 7 t• t� 3 4 3 i 4 3 { 6 3 . i ± ` 'CIAWl S 1Ce Or R rs • • i "�1 1 70 S 6 7 ; 9 11 13 IS - 12 t 1 z 2 3 3 4 4 �' [2:12 4 3 3 S 3 S 7 3 i 9 I Top orBottom!latetoStud (End -nailed) (see Table3.SA) (see Table3.5A) per stud G, 11 ;0 6 .6 ' E 9 11 13 14 17 B'stmeot) 24 - 25 E2 li 1 1 2 2 3 4 4 . s 1!z 3 3 tt • 1n 20 , 3 3 3 4 5 5 6 7 2 211 _ _ 43 10T 2a 1 z 2 3 4 4 S c .' 24 3 4 J 3 { i 3 is ! 4 t 11 1 Bottom ?late to Floor joist; Bandjo'Ist, Endjoirt or 2-16d'� 2-16d'x per foot © i _ 60 I32 I!2 24 t 2 2 3 { s i 7 s Na lint requirements s1wU be remtiacd a be reduced 25%. if nails are clinched '.' ' t Blocking (Fawnailed) Orli 24 3 3 4 5 5 6 7 t 32 �- .. cel joist gnnectioas are not retuircd whoa the ridge is suprortedby a Ioadbearint wall, header or ride beam designed to resist the applied 1 N 2E 3 4 4 5 6 7 f 9 36 6 7E .157 2t 2 2 3 3 4 S i t : EI I • _ • - • • 2;SR 47 • 34 32 2 2 3 4 S i 7 i ( a Iadc,ninternted(atesu ortafthecanerisrrovtdedbyverticalstrutsorrurlimtoatoadhearintvralt,thetabulatedheeljointconnection j + :�: R fi? 32 4 ? 2318 5$ 3c 2 2 4 s 7 i ! ! wlJ rp ;FLAO FItA21IDtIG ' 4 5 6 ; 9 I1 2f 2068• i 2 - _ tan. 0 112 re,tuiremcnU shall be rermi.tted to be reduced rropationally to the reduction In p I . 36 4 5 6 7 i 9 10 12 3 32 , Joist'toSill To`llateorGirder oe-nailed)' 4-1d 4-lOd per oist 12 I 2 2 3 3 4 S S } , uixdforceilin oisttocci(ingjoistlarsplices r P (T j Bid •r. toJok. oe-,tiled 2 -Lid 2-10d ,cub end l 40 5 S t G' 7 9 10 I2 13 36 if 97 2 Stories � Equivaltnt canncctiens aro req Sl fig (T ) usembl . i Blocking to Joist (Toe -nailed) 2- id 2-10d each end S0 6 6 - E} 9 11 12 14 16 - 3 3 3 20 1 2 2 3 4 S 5 i ' 1 I s Tabulated heel joint coancction rcquittments do not include the additional wri t of the ceilin y Blocking to Sill or Topl'late (Toe -nailed) 3-16d 4-16d each block 60 .7 7 9 11 13 15 17 19 - 24 24 2 2 3 4 S d 7 t p" . I2 79 436 2 119 436 33 109 436 67 132 4363 20 2 2 3 3 4 S i T Tabul"I'dheeljointconnectionrequirementsassumeceilin,joisuorranerQesareloWtedattheboltomoftheatGespace. When$hi!intjeista .' Ledger Strip toBeam (lace -nailed) 3-16d 4-164 Luh joist 16 - 12 50 92 - ;nee weed �y thelCueateN nigher i. the attics _ce, no attic statagt is assumed, and the tabulated hcd joint wnnection rcqutromcnts shalt bo foist on Ledge- to Bram. (Toe -nailed) 3- Lid 3-10d per joist . • „ 70 i E 10 12 15 17 20 23 20 2 23 67 117 32 2 2 3 s i 7 ! :: t Factors: Cell ng EleitftU Reof Ridge E(ee1 Joint Connection a0 9 10 12 14 17 l9 23 ,26 �. Adjustment Factors i Band Joist to Joist (Hod -nailed) 3-16d • 4-16d per joist 1 24 10 33 ;5 142 311 2 3 4 3 i t " ' [[eight (trclHa} . ! Band Joist to Sill or Top Plate (Toe-ntjled) 2-16d' 3-16d .per foot 28 4 5 6 7 i 10 11 113 • 21 17 44 I03 167 ? Trestxipdvs limiU am"ea asx=pSms is Table 3A. 1, 1~ �- 11!2 2 ' _ • , , 32 5 5 7 E 9 1 t 13 14 120 1192 a Tabalaud IIn e.ancataa itcnmts assau,built n loatd t. s. �,'' :, '4 � 1/3 l,5 3' . .,t.:; i r. `'t .ROOFSHEATHING ,- r 10 12 I4 11 32 25 55 a► :au t >'xr•a•• . 217 a Tahalatd tifteeameccfii.. eaUassimaarwfadesnin assrnit dwllw/d! oi0x15 f-! lfa ne �.` t/4 1.33 . r 36 33 66 13E at trtiuirwt C Y psf( ps P•A Structura Panels" . ;d 10d sea Table 3.10- 40 6 7 E 10 I2 13 . 16 IA WallBo_tomPlateto I 1.25 • i ( ) 3 $tOrieS ,3 3 3 3 Cti!'tgt ,warily is not present or [f the ceiling assembly it not eoruetted Q the ta•f astcmby, fl,e tabulated stnrnber of runt aluII IIS Diagonal Board Sheathing 50 7 ; 10 12 14 17 19 22 Found2tion, 20 - 79 430 - E9 436 7 109 436 57 132 436 ytinae:sachytaanttachnddthcttrap. i `11 1/11 t•z i a6 Crl x111 2-fd 2-]Od pertupport 60 9 10 12 14 17 20 23 26 (Slab•on-Grade) . 24 - 25 112 a M(aim=AMJAMGnde33stalcWp. ': . 1/t0 . . 1"x10'orwider . 3-1d 3-10d persupport r 2 _ _ 43 107 .. 70 10 11 14 17 20 23 27 311 21 3/4 (Itch when rand Iia are tocatod above one-th rd ` _ 132 , Nate: Lateral dcflectian d the mllu below the railer Urs nwy rtcced . - is :i ' 13 16 9 23 26 3l 35 32 60 r or when I is mater thea 2 feet ant may regeire additional consideration ' - •-r•: `.1.4 <.CEILIPIG SHEATHING.' • ;:. EO l2 1 t e d e height, Hry k t • . , :'s ofhrS . 4 711 15 7 . tion .l.. 6 c 1 6 to a etrsntined in the f undation de i r Sec 3 t rel o ds hall c d o s An chore e r uired to resin la 1 s b �P g cq I ! -on e ! it e t Gypsum Wallboud' Sd coal rt Sd coolers , 7 edge 110 field hh .. _ t 1 Prestziptivelimits are bued on assumptions in Table 3.2. - 79 4363 - ;9 4363 - 109 4363 47 132 4363 f Table 3.43 Rafter and/or Ceiling Joist to Top Plate Lateral and Smear Con f;Ct I - 26 O 3,$�1I Corner Sfiltld'rialdri4awtt . t F1 tlr } t:• . - i'? . 1 r ti } r. _ ;r,; ueB �:':: s r '•s•-' 's>� t 2 e Ex - . w .. ire nts ���;1 ALL ?�• o e u m - anchorb 7l•HiN e c R • . haw th . � h r bolts shall be ttnifot7nl distributed cion the len of the Shcarwall line and in no cu a p . - Arco y S 1:� t 3 32 _ 0 72 q . . i - to .� studs Willa . i t ]' a cc . O fiat! 3 ,cin exceed at on can er. For other anchor bo) twit tions Ice S tion 32.1.7 ,::Structural^Z'ancl, id 10d sceTable3.tl cP b 6f _ li .... 97 . , a: _ 4 ( ) 36 (Prescriptive Altemative to Table 3.4) $ I o c kl n Fiberboard Panels - 3 SiU plates are assumed to be treated Souther, Pine. : '� •3 . 7/16" ' 6d' 3"ed e/6"field - •- •• - e 3 EE's Bottom Plate to Foundation Connections (Anchor Batts) Resistin ' , .. 25/32" Id' . 3" edge / 6" field . . i , i.ateral and Shear Load s fralrl Wind -Exposure 6 ' G stun Wallboard 5d coolers Sd coolers 7" ed / 110" field (Prescriptive Alternative to Table 32) l �, yp Jable 3.2C Sill or Bottom Plate to Foundation Connections (Anctror Bolt . Hardbcard . id .. ;d (ice Table 3.11) t ti .' . ParticicboardPancls !d Ed (scetrJanufacturer) ,,. Resisting Uplift Loads frown Wind - Exposure 13 - ' r t Three scconi Gust 1:'11»d . .. . • .. (Prescriptive Alternative to Table 3.2) .,, Specd (mph) ss ±n Lao uo 120 130 140 1sa ' . ' DiaSonatDoard Sheathing r is )"x6" or t"xE" 2.1d 2-10d � per support .' . . t t ' ,' potumPtltetoFaundauanAncl,arBolt PauniatienSupportirq hlaximmAnchatIIo113paein(n.ff-, i Gnneclinn )tesiStin ' ' 1"x10"Or wider 3 -td 3-lOd pCrSdppntl' tSCeedm htW t5 !0 100 110 120 130 140 1511 a--" .Anchor oohs I' e ini Ia - r: t :.• _ , . Bottom Plate to Foundation Mchor IIolt I-3 s o*its _ _ 30 r Latcra3 and Shur Loads ;• t r.•••:'-'FLOOItSHF.ATHIIVG'' .:; Foundation Su nth or IIolt, }: ':t;�• ortin MaxinJu,tr oche , , Connection Itesistin pp C A r Bolt SprtinC (in.) j 511" A i Structural Panels ' 1" or less . Lid - 10d 6" edge / 12" field . greater than I" l Od 16d 6" edge / 6" field Diagonal Board Sheathing _ ' 1"x6"orI"x;" 2-;d 2-10d percupport 1"xl0" or wider 3 -id 3 -lad pertupport i• ', t'NidZones I-T1_"es 45 ( . + , 63sforics 72 70 4± 39 33 2a 25 23 t + Preseriptivch its arebutd•nsssumptionsinTabie3.2. Uptitt l cads a +, V7ten anther balu ue usd to resin uplift latent, and Shur foals, ue maz mJ m anclJw bolt spacing shall nor exceed the lessct of tl,e tabulated . T Three Second Gust Wind Speed (mph a5 90 100 110 120 130 140 150 . Ratter/Ceiling Joist Wall Number of id Common Nails or l Od Dox Nails (Coe -nailed) . Spacing (in) Height (R) Required in Each Ratter• and/or Ceiling Joist to Top Plate Connection'".4 12 1 2 2 •. • 2 2' 3' 3 3 3 .. 10 2. 2 2 2 3 3 3 3 l6 1 2 2 3 3 3 4 4 .4 2 2 3 3' ' 3 4 4 4 10 24 1 3 3 4 4 5 5 5 5 10 3' 3 4 4. 5- 5 5 6 . • '�` hDL� 0/`J . ~-.. i31ac1(in); ut 24" d•c, Sidewali • a . 0 , • • r • • Holddown • )ntenor,ones , • . )-3S106Cr 72 72 <57 45 3C 33 30 27 1 wtucsfornpliftlotds(Taile3.2C)orlrtualardsb:nrtuis{!ebtc3lF) Fere!herancbnrbohlimiuteneceeSetti•n32.1.7an1322.3. 4 t rreseriptivelimitsuebuedoaastunptionsinTabte3.4, • n•�Gd Common• ' Prescriptive limits arc based on assumptions in Table 3.2, ""' + ' ; r Tabula,edtrc`,arbellsp einrsforlateralandshearloadsasrurnew4lsticshuUxdlnsccoriancew(thsection3,4A2. F•rothetwallsheaduaC o • i • ' ntt11S dt Q" O.C. • a va the tibula ti anchor bolt aria s Cha!! be muhial!cd t y tLe appropriate rhea lint rypc aijuslment frctw in Table 3.17D, but in no cue s1u11 2' Tabulated eonaection requirements usume a building locattd in Exposure D. • •• - Men anchor bolts arc used to resist uplin, lateral, and:bear IwJ5, the maximum anchorbolt,pacing shall not exceed the lesser of d+e tabulated 'l . ti= C 3 When ceilin oists are installed arallel to rafters, the Sum of the toe -nails in the ratter and ceiling joist shall equal or exceed the I... . Valuesforu lift loads ancierbahspaeiatsexecdifeet•ncenter. !, tJ P . p(Tab1e3.2C)erlateralanishearlwis(Tabte3.213). FanthcranchorlalttinitatimsseeSectia»3.2.1.7ani3.2.2.3. • I I .-• Far threerecedausttvidrreeiegrukrthan)lOmph,uid,cubulatedluenlvalwart•mTa1:1cIk atcr0=262W,WealanneWo'sAtli + tabu latednumberofnailsreg4-4 - • a �w�^_tswarnnrStu(i It ' Nailing requirements are based on wall Sheathing nailed 6 inches on -center at the panel edge. If wall Sheathing is nailed 3 inches on -center at the j / �^ " • •• .. . _ __ __. _ _._..... __; ... _ be detcn:tined usin the bads from Table 3.5. 4 To avoid splitting, no more than 2 ttx-Waits shall Ito installed in euh side of a rafter or ceiling joist when futeacd to a 2x4 top C 0 nn taCtC (1 to - panel edge to obtain higher shear capacities, nailing requirements fart str»cttlral members shill be doubled, oraltemate connectors, such as shear "' -- - ' -- , r,5 ti plates,shailbeusedtomaintaintheloadpith. : 1 :COMPLIANG�E W/20' 0 C�DE� , ..... : _' _ .. - , ..._. ___. i _._ _ Wlren wall sheathing is continuous over connected members, the tatbulafed number of nails chap be perniitted to be reduced to 1-t6d Wait per foot, S Ci 00 D F E 1I`•T - ' - -- • - - --- � plate or 3 Loc -nails in each side when futened to a 2x6 top plate. ri;111 S Dr S p11 r 3 Corrosion resistant.! l gate roofnt nails and 16 gage staplrs arc pcuaJitted, check IDC for additiorul requirements. ' . •M. W RAM CONSTRUCTION MANUAL 20 Q EDITION []S:..G �- --- . •�� . , ... . _ ... _ . • .. t .... _ .... .. ... _. • � PRESCRIPTIVE DESIGN METHOD. IV •DIAMETER "J"�B '3.2D .4` , - . ' .... . i • .. :.1,:: ,. OLT PER TABLE 3.23 • CENTER SPACING INTO FOUNDATION•INITH�" x ";. / u B.P. PLATE OVER SILL PATE. r', "' : NYS RESIDE COD �� -113 a NTIAL E` by _. r _ . USE 1 %" X 20 GAGE STRAPS @ EACH JOiNT, SILL PLATE TO FIRST FLOOR WALL ' • -', 1 ' .. . . ���,zwR° .�.�� � '.:•. " . . .. :.• - • ' . . 'T - STUDS, 'ISP FLOOR WALL. STUDS TD 2 °FLOOR WALL STUDS, WALL STUCS AND TO;� t CHAPTER 600,HOUSE RATIO L.ES Q``' Q G��9 - - • . ' ' -' . • •"• ' ••. • -' • S THANAI STRUCTURAL'SHEATHING '` �- Q ' ' PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2X4 COL LAR T iE II'] 'I'O BE FULL HGP. SECURE TO•T ` ' ��'� _1� SCALE: AS NOTED; f ' NEW YORK STATE RESI�ENTiAL C.4C�E' 0 I0. / . ' oP� LPTE. * . ":�;� j.� . • UPPER'THIRD OF ATTIC �,T IG" ON CENTER. o t ` . ' ' ' �' t . ASPHALT SHINGLES 'FOLLOW NAILING SCHEGULE R905.2.G MIN G FASTENEL25 PEp " ROOF PITCH L sf 5'S c I{ MAx 42% GLASS OK .. " ( ' . ' • •• • • , . . . T 3 r. SHINGLE, BLOG FELT, INSTALL PER 8905 L `� - O $ Zbo7 U,fb/'rl'�. • • 1 •• � •� •- -- -.11959 '• //631 653-3 77 �, (ICE SHIELD. REQUIRED 'FOR 1 S 24" ABOVE START OF INTERIOR. VVAi L) N.I .S. BLDG j - _.• I - - ETi' • _ 'S�UTER AND SUTER P B+OX 1709-0.10GUE, NY , ;l ,;,CODE- TABLE 8301.2 �?2 WINDOWS • . . . 1' O F • .. - . ' ..._.. ...._....- --- . _ .. TO MEET D.P. RATING OF M1�!. 40 /I �`ZG- r . v An' i' DATE: 4 �''v� �i''� . . . . . Structural Panels ' 1" or less . Lid - 10d 6" edge / 12" field . greater than I" l Od 16d 6" edge / 6" field Diagonal Board Sheathing _ ' 1"x6"orI"x;" 2-;d 2-10d percupport 1"xl0" or wider 3 -id 3 -lad pertupport i• ', t'NidZones I-T1_"es 45 ( . + , 63sforics 72 70 4± 39 33 2a 25 23 t + Preseriptivch its arebutd•nsssumptionsinTabie3.2. Uptitt l cads a +, V7ten anther balu ue usd to resin uplift latent, and Shur foals, ue maz mJ m anclJw bolt spacing shall nor exceed the lessct of tl,e tabulated . T Three Second Gust Wind Speed (mph a5 90 100 110 120 130 140 150 . Ratter/Ceiling Joist Wall Number of id Common Nails or l Od Dox Nails (Coe -nailed) . Spacing (in) Height (R) Required in Each Ratter• and/or Ceiling Joist to Top Plate Connection'".4 12 1 2 2 •. • 2 2' 3' 3 3 3 .. 10 2. 2 2 2 3 3 3 3 l6 1 2 2 3 3 3 4 4 .4 2 2 3 3' ' 3 4 4 4 10 24 1 3 3 4 4 5 5 5 5 10 3' 3 4 4. 5- 5 5 6 . • '�` hDL� 0/`J . ~-.. i31ac1(in); ut 24" d•c, Sidewali • a . 0 , • • r • • Holddown • )ntenor,ones , • . )-3S106Cr 72 72 <57 45 3C 33 30 27 1 wtucsfornpliftlotds(Taile3.2C)orlrtualardsb:nrtuis{!ebtc3lF) Fere!herancbnrbohlimiuteneceeSetti•n32.1.7an1322.3. 4 t rreseriptivelimitsuebuedoaastunptionsinTabte3.4, • n•�Gd Common• ' Prescriptive limits arc based on assumptions in Table 3.2, ""' + ' ; r Tabula,edtrc`,arbellsp einrsforlateralandshearloadsasrurnew4lsticshuUxdlnsccoriancew(thsection3,4A2. F•rothetwallsheaduaC o • i • ' ntt11S dt Q" O.C. • a va the tibula ti anchor bolt aria s Cha!! be muhial!cd t y tLe appropriate rhea lint rypc aijuslment frctw in Table 3.17D, but in no cue s1u11 2' Tabulated eonaection requirements usume a building locattd in Exposure D. • •• - Men anchor bolts arc used to resist uplin, lateral, and:bear IwJ5, the maximum anchorbolt,pacing shall not exceed the lesser of d+e tabulated 'l . ti= C 3 When ceilin oists are installed arallel to rafters, the Sum of the toe -nails in the ratter and ceiling joist shall equal or exceed the I... . Valuesforu lift loads ancierbahspaeiatsexecdifeet•ncenter. !, tJ P . p(Tab1e3.2C)erlateralanishearlwis(Tabte3.213). FanthcranchorlalttinitatimsseeSectia»3.2.1.7ani3.2.2.3. • I I .-• Far threerecedausttvidrreeiegrukrthan)lOmph,uid,cubulatedluenlvalwart•mTa1:1cIk atcr0=262W,WealanneWo'sAtli + tabu latednumberofnailsreg4-4 - • a �w�^_tswarnnrStu(i It ' Nailing requirements are based on wall Sheathing nailed 6 inches on -center at the panel edge. If wall Sheathing is nailed 3 inches on -center at the j / �^ " • •• .. . _ __ __. _ _._..... __; ... _ be detcn:tined usin the bads from Table 3.5. 4 To avoid splitting, no more than 2 ttx-Waits shall Ito installed in euh side of a rafter or ceiling joist when futeacd to a 2x4 top C 0 nn taCtC (1 to - panel edge to obtain higher shear capacities, nailing requirements fart str»cttlral members shill be doubled, oraltemate connectors, such as shear "' -- - ' -- , r,5 ti plates,shailbeusedtomaintaintheloadpith. : 1 :COMPLIANG�E W/20' 0 C�DE� , ..... : _' _ .. - , ..._. ___. i _._ _ Wlren wall sheathing is continuous over connected members, the tatbulafed number of nails chap be perniitted to be reduced to 1-t6d Wait per foot, S Ci 00 D F E 1I`•T - ' - -- • - - --- � plate or 3 Loc -nails in each side when futened to a 2x6 top plate. ri;111 S Dr S p11 r 3 Corrosion resistant.! l gate roofnt nails and 16 gage staplrs arc pcuaJitted, check IDC for additiorul requirements. ' . •M. W RAM CONSTRUCTION MANUAL 20 Q EDITION []S:..G �- --- . •�� . , ... . _ ... _ . • .. t .... _ .... .. ... _. • � PRESCRIPTIVE DESIGN METHOD. IV •DIAMETER "J"�B '3.2D .4` , - . ' .... . i • .. :.1,:: ,. OLT PER TABLE 3.23 • CENTER SPACING INTO FOUNDATION•INITH�" x ";. / u B.P. PLATE OVER SILL PATE. r', "' : NYS RESIDE COD �� -113 a NTIAL E` by _. r _ . USE 1 %" X 20 GAGE STRAPS @ EACH JOiNT, SILL PLATE TO FIRST FLOOR WALL ' • -', 1 ' .. . . ���,zwR° .�.�� � '.:•. " . . .. :.• - • ' . . 'T - STUDS, 'ISP FLOOR WALL. STUDS TD 2 °FLOOR WALL STUDS, WALL STUCS AND TO;� t CHAPTER 600,HOUSE RATIO L.ES Q``' Q G��9 - - • . ' ' -' . • •"• ' ••. • -' • S THANAI STRUCTURAL'SHEATHING '` �- Q ' ' PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2X4 COL LAR T iE II'] 'I'O BE FULL HGP. SECURE TO•T ` ' ��'� _1� SCALE: AS NOTED; f ' NEW YORK STATE RESI�ENTiAL C.4C�E' 0 I0. / . ' oP� LPTE. * . ":�;� j.� . • UPPER'THIRD OF ATTIC �,T IG" ON CENTER. o t ` . ' ' ' �' t . ASPHALT SHINGLES 'FOLLOW NAILING SCHEGULE R905.2.G MIN G FASTENEL25 PEp " ROOF PITCH L sf 5'S c I{ MAx 42% GLASS OK .. " ( ' . ' • •• • • , . . . T 3 r. SHINGLE, BLOG FELT, INSTALL PER 8905 L `� - O $ Zbo7 U,fb/'rl'�. • • 1 •• � •� •- -- -.11959 '• //631 653-3 77 �, (ICE SHIELD. REQUIRED 'FOR 1 S 24" ABOVE START OF INTERIOR. VVAi L) N.I .S. BLDG j - _.• I - - ETi' • _ 'S�UTER AND SUTER P B+OX 1709-0.10GUE, NY , ;l ,;,CODE- TABLE 8301.2 �?2 WINDOWS • . . . 1' O F • .. - . ' ..._.. ...._....- --- . _ .. TO MEET D.P. RATING OF M1�!. 40 /I �`ZG- r . v An' i' DATE: 4 �''v� �i''� . . . . . i• ', t'NidZones I-T1_"es 45 ( . + , 63sforics 72 70 4± 39 33 2a 25 23 t + Preseriptivch its arebutd•nsssumptionsinTabie3.2. Uptitt l cads a +, V7ten anther balu ue usd to resin uplift latent, and Shur foals, ue maz mJ m anclJw bolt spacing shall nor exceed the lessct of tl,e tabulated . T Three Second Gust Wind Speed (mph a5 90 100 110 120 130 140 150 . Ratter/Ceiling Joist Wall Number of id Common Nails or l Od Dox Nails (Coe -nailed) . Spacing (in) Height (R) Required in Each Ratter• and/or Ceiling Joist to Top Plate Connection'".4 12 1 2 2 •. • 2 2' 3' 3 3 3 .. 10 2. 2 2 2 3 3 3 3 l6 1 2 2 3 3 3 4 4 .4 2 2 3 3' ' 3 4 4 4 10 24 1 3 3 4 4 5 5 5 5 10 3' 3 4 4. 5- 5 5 6 . • '�` hDL� 0/`J . ~-.. i31ac1(in); ut 24" d•c, Sidewali • a . 0 , • • r • • Holddown • )ntenor,ones , • . )-3S106Cr 72 72 <57 45 3C 33 30 27 1 wtucsfornpliftlotds(Taile3.2C)orlrtualardsb:nrtuis{!ebtc3lF) Fere!herancbnrbohlimiuteneceeSetti•n32.1.7an1322.3. 4 t rreseriptivelimitsuebuedoaastunptionsinTabte3.4, • n•�Gd Common• ' Prescriptive limits arc based on assumptions in Table 3.2, ""' + ' ; r Tabula,edtrc`,arbellsp einrsforlateralandshearloadsasrurnew4lsticshuUxdlnsccoriancew(thsection3,4A2. F•rothetwallsheaduaC o • i • ' ntt11S dt Q" O.C. • a va the tibula ti anchor bolt aria s Cha!! be muhial!cd t y tLe appropriate rhea lint rypc aijuslment frctw in Table 3.17D, but in no cue s1u11 2' Tabulated eonaection requirements usume a building locattd in Exposure D. • •• - Men anchor bolts arc used to resist uplin, lateral, and:bear IwJ5, the maximum anchorbolt,pacing shall not exceed the lesser of d+e tabulated 'l . ti= C 3 When ceilin oists are installed arallel to rafters, the Sum of the toe -nails in the ratter and ceiling joist shall equal or exceed the I... . Valuesforu lift loads ancierbahspaeiatsexecdifeet•ncenter. !, tJ P . p(Tab1e3.2C)erlateralanishearlwis(Tabte3.213). FanthcranchorlalttinitatimsseeSectia»3.2.1.7ani3.2.2.3. • I I .-• Far threerecedausttvidrreeiegrukrthan)lOmph,uid,cubulatedluenlvalwart•mTa1:1cIk atcr0=262W,WealanneWo'sAtli + tabu latednumberofnailsreg4-4 - • a �w�^_tswarnnrStu(i It ' Nailing requirements are based on wall Sheathing nailed 6 inches on -center at the panel edge. If wall Sheathing is nailed 3 inches on -center at the j / �^ " • •• .. . _ __ __. _ _._..... __; ... _ be detcn:tined usin the bads from Table 3.5. 4 To avoid splitting, no more than 2 ttx-Waits shall Ito installed in euh side of a rafter or ceiling joist when futeacd to a 2x4 top C 0 nn taCtC (1 to - panel edge to obtain higher shear capacities, nailing requirements fart str»cttlral members shill be doubled, oraltemate connectors, such as shear "' -- - ' -- , r,5 ti plates,shailbeusedtomaintaintheloadpith. : 1 :COMPLIANG�E W/20' 0 C�DE� , ..... : _' _ .. - , ..._. ___. i _._ _ Wlren wall sheathing is continuous over connected members, the tatbulafed number of nails chap be perniitted to be reduced to 1-t6d Wait per foot, S Ci 00 D F E 1I`•T - ' - -- • - - --- � plate or 3 Loc -nails in each side when futened to a 2x6 top plate. ri;111 S Dr S p11 r 3 Corrosion resistant.! l gate roofnt nails and 16 gage staplrs arc pcuaJitted, check IDC for additiorul requirements. ' . •M. W RAM CONSTRUCTION MANUAL 20 Q EDITION []S:..G �- --- . •�� . , ... . _ ... _ . • .. t .... _ .... .. ... _. • � PRESCRIPTIVE DESIGN METHOD. IV •DIAMETER "J"�B '3.2D .4` , - . ' .... . i • .. :.1,:: ,. OLT PER TABLE 3.23 • CENTER SPACING INTO FOUNDATION•INITH�" x ";. / u B.P. PLATE OVER SILL PATE. r', "' : NYS RESIDE COD �� -113 a NTIAL E` by _. r _ . USE 1 %" X 20 GAGE STRAPS @ EACH JOiNT, SILL PLATE TO FIRST FLOOR WALL ' • -', 1 ' .. . . ���,zwR° .�.�� � '.:•. " . . .. :.• - • ' . . 'T - STUDS, 'ISP FLOOR WALL. STUDS TD 2 °FLOOR WALL STUDS, WALL STUCS AND TO;� t CHAPTER 600,HOUSE RATIO L.ES Q``' Q G��9 - - • . ' ' -' . • •"• ' ••. • -' • S THANAI STRUCTURAL'SHEATHING '` �- Q ' ' PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2X4 COL LAR T iE II'] 'I'O BE FULL HGP. SECURE TO•T ` ' ��'� _1� SCALE: AS NOTED; f ' NEW YORK STATE RESI�ENTiAL C.4C�E' 0 I0. / . ' oP� LPTE. * . ":�;� j.� . • UPPER'THIRD OF ATTIC �,T IG" ON CENTER. o t ` . ' ' ' �' t . ASPHALT SHINGLES 'FOLLOW NAILING SCHEGULE R905.2.G MIN G FASTENEL25 PEp " ROOF PITCH L sf 5'S c I{ MAx 42% GLASS OK .. " ( ' . ' • •• • • , . . . T 3 r. SHINGLE, BLOG FELT, INSTALL PER 8905 L `� - O $ Zbo7 U,fb/'rl'�. • • 1 •• � •� •- -- -.11959 '• //631 653-3 77 �, (ICE SHIELD. REQUIRED 'FOR 1 S 24" ABOVE START OF INTERIOR. VVAi L) N.I .S. BLDG j - _.• I - - ETi' • _ 'S�UTER AND SUTER P B+OX 1709-0.10GUE, NY , ;l ,;,CODE- TABLE 8301.2 �?2 WINDOWS • . . . 1' O F • .. - . ' ..._.. ...._....- --- . _ .. TO MEET D.P. RATING OF M1�!. 40 /I �`ZG- r . v An' i' DATE: 4 �''v� �i''� . . . . . . • '�` hDL� 0/`J . ~-.. i31ac1(in); ut 24" d•c, Sidewali • a . 0 , • • r • • Holddown • )ntenor,ones , • . )-3S106Cr 72 72 <57 45 3C 33 30 27 1 wtucsfornpliftlotds(Taile3.2C)orlrtualardsb:nrtuis{!ebtc3lF) Fere!herancbnrbohlimiuteneceeSetti•n32.1.7an1322.3. 4 t rreseriptivelimitsuebuedoaastunptionsinTabte3.4, • n•�Gd Common• ' Prescriptive limits arc based on assumptions in Table 3.2, ""' + ' ; r Tabula,edtrc`,arbellsp einrsforlateralandshearloadsasrurnew4lsticshuUxdlnsccoriancew(thsection3,4A2. F•rothetwallsheaduaC o • i • ' ntt11S dt Q" O.C. • a va the tibula ti anchor bolt aria s Cha!! be muhial!cd t y tLe appropriate rhea lint rypc aijuslment frctw in Table 3.17D, but in no cue s1u11 2' Tabulated eonaection requirements usume a building locattd in Exposure D. • •• - Men anchor bolts arc used to resist uplin, lateral, and:bear IwJ5, the maximum anchorbolt,pacing shall not exceed the lesser of d+e tabulated 'l . ti= C 3 When ceilin oists are installed arallel to rafters, the Sum of the toe -nails in the ratter and ceiling joist shall equal or exceed the I... . Valuesforu lift loads ancierbahspaeiatsexecdifeet•ncenter. !, tJ P . p(Tab1e3.2C)erlateralanishearlwis(Tabte3.213). FanthcranchorlalttinitatimsseeSectia»3.2.1.7ani3.2.2.3. • I I .-• Far threerecedausttvidrreeiegrukrthan)lOmph,uid,cubulatedluenlvalwart•mTa1:1cIk atcr0=262W,WealanneWo'sAtli + tabu latednumberofnailsreg4-4 - • a �w�^_tswarnnrStu(i It ' Nailing requirements are based on wall Sheathing nailed 6 inches on -center at the panel edge. If wall Sheathing is nailed 3 inches on -center at the j / �^ " • •• .. . _ __ __. _ _._..... __; ... _ be detcn:tined usin the bads from Table 3.5. 4 To avoid splitting, no more than 2 ttx-Waits shall Ito installed in euh side of a rafter or ceiling joist when futeacd to a 2x4 top C 0 nn taCtC (1 to - panel edge to obtain higher shear capacities, nailing requirements fart str»cttlral members shill be doubled, oraltemate connectors, such as shear "' -- - ' -- , r,5 ti plates,shailbeusedtomaintaintheloadpith. : 1 :COMPLIANG�E W/20' 0 C�DE� , ..... : _' _ .. - , ..._. ___. i _._ _ Wlren wall sheathing is continuous over connected members, the tatbulafed number of nails chap be perniitted to be reduced to 1-t6d Wait per foot, S Ci 00 D F E 1I`•T - ' - -- • - - --- � plate or 3 Loc -nails in each side when futened to a 2x6 top plate. ri;111 S Dr S p11 r 3 Corrosion resistant.! l gate roofnt nails and 16 gage staplrs arc pcuaJitted, check IDC for additiorul requirements. ' . •M. W RAM CONSTRUCTION MANUAL 20 Q EDITION []S:..G �- --- . •�� . , ... . _ ... _ . • .. t .... _ .... .. ... _. • � PRESCRIPTIVE DESIGN METHOD. IV •DIAMETER "J"�B '3.2D .4` , - . ' .... . i • .. :.1,:: ,. OLT PER TABLE 3.23 • CENTER SPACING INTO FOUNDATION•INITH�" x ";. / u B.P. PLATE OVER SILL PATE. r', "' : NYS RESIDE COD �� -113 a NTIAL E` by _. r _ . USE 1 %" X 20 GAGE STRAPS @ EACH JOiNT, SILL PLATE TO FIRST FLOOR WALL ' • -', 1 ' .. . . ���,zwR° .�.�� � '.:•. " . . .. :.• - • ' . . 'T - STUDS, 'ISP FLOOR WALL. STUDS TD 2 °FLOOR WALL STUDS, WALL STUCS AND TO;� t CHAPTER 600,HOUSE RATIO L.ES Q``' Q G��9 - - • . ' ' -' . • •"• ' ••. • -' • S THANAI STRUCTURAL'SHEATHING '` �- Q ' ' PLATE TO ROOF RAFTERS AND OVER RIDGE AT EACH RAFTER OR 2X4 COL LAR T iE II'] 'I'O BE FULL HGP. SECURE TO•T ` ' ��'� _1� SCALE: AS NOTED; f ' NEW YORK STATE RESI�ENTiAL C.4C�E' 0 I0. / . ' oP� LPTE. * . ":�;� j.� . • UPPER'THIRD OF ATTIC �,T IG" ON CENTER. o t ` . ' ' ' �' t . ASPHALT SHINGLES 'FOLLOW NAILING SCHEGULE R905.2.G MIN G FASTENEL25 PEp " ROOF PITCH L sf 5'S c I{ MAx 42% GLASS OK .. " ( ' . ' • •• • • , . . . T 3 r. SHINGLE, BLOG FELT, INSTALL PER 8905 L `� - O $ Zbo7 U,fb/'rl'�. • • 1 •• � •� •- -- -.11959 '• //631 653-3 77 �, (ICE SHIELD. REQUIRED 'FOR 1 S 24" ABOVE START OF INTERIOR. VVAi L) N.I .S. BLDG j - _.• I - - ETi' • _ 'S�UTER AND SUTER P B+OX 1709-0.10GUE, NY , ;l ,;,CODE- TABLE 8301.2 �?2 WINDOWS • . . . 1' O F • .. - . ' ..._.. ...._....- --- . _ .. TO MEET D.P. RATING OF M1�!. 40 /I �`ZG- r . v An' i' DATE: 4 �''v� �i''� . . . . . !1 1 �t4 G�ti L��dp t 4'.4 11 h S �o km Cod g� AU6 7 'ni3 00ftr"DO LDi���Lu Kam v Irli 19F-Cyll- 1 m S U T E R AND S U T E _R DESIGN ARCHITECTURE LANDSCAPE. P-0. BOX 17-09 1 2 4 JESSUP .AVENUE_Q U h U_ 1✓_)._,N Y "l -T 9 5 9 631.653.3877 www.suterandsuter.cgnj FAX -6 3 1.65-3.3878 I ! 10_7 r9 �Gt� GiS 1, ( 71 . ,17 OA _ --7-L i - -.. ! 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