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HomeMy WebLinkAbout34199-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-34232 Date: 03/18/10 THIS CERTIFIES that the building ADDITIONS & ALTERATIONS Location of Property: 4593 WICKHAM AVE MATTITUCK (HOUSE NO. ) (STREET) (HAMLET) County Tax Map No_ 473889 Section 107 Block 4 Lot 8.1 Subdivision Filed Map No. Lot 'No_ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 29, 2008 pursuant to which Building Permit No_ 34199-Z dated OCTOBER 2, 2008 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 ALTERATIONS AND ADDITIONS, INCLUDING DECK, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to GARY TRAPANOTTO & PAMELA HOWARD (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL .CERTIFICATE NO_ 4019586 04/17/09 PLUMBERS CERTIFICATION DATED 01/05/10 CHUCK SANDERS e Aidhorized Signature Rev. 1/81 Form No.6 CJ- TOWN OF SOUTHOLD 3 _ 33 _ 0 3-C-9 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: "s, an E � V E 1. Final survey of property with accurate location of all buildings,property li unusual na ur l o topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal( rm)� ® — 5 2010 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system co tains d. 5. Commercial building, industrial building,multiple residences and similar ildings a §aE a certifi to of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. l0 New Construction: Old or Pre=existing Building: (check one) Location of Property: rT<q', W i cy--",1 AJC— I-IP"I t I TZ/c i/ House No. Street Hamlet Owner or Owners of Property: r-2A H E LA 4o warm Suffolk County Tax Map No 1000, Section I CO Block Lot Subdivision Filed Map. Lot: Permit No. 34 ,99 Date of Permit. 10 3 9 Applicant: n '-TZkI'arJ olrto Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: y (check one) Fee Submitted: $ P� Applica t Signature FEB 03 '04 11=00AM SOUTHOLD BUILDING 631 765 9502 P.1 �gpf FOLD' :'own Hull,53095 Main Road GOD � Fax(631)765-9502 P.O. Box 1179 ,ey O� Tclophone(631)765-1802 Southold,"lew York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date:�.r ^�� Building Permit No. (Please print) Plumber: (Please print) , I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Plumbers Signature) Swots to before me this day of 20� Notary Public. _County JENNIFER LYN OBRIEN Notary Public,State of New York No.01 OB6061933 Suffolk:CountIf C4mrnlssion F_gires 07/23/201_ 0 r�cPrJ�tJ�cPrJ�rJ�rJ�rJ�r�r��Pr J�r�rJ �rJ�rlrV212�rJ�r.PrJflJ�rJ�rJ�rJ�rJ�r�rJ�rJ�rJ�rJ�r�rJ�r�rJ�rJ�rJ�rJ�cnrJT!cJ�rJflJ 2R�rJ�rJ�rJ�r�cPE-P �c 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 CS 5 TY 40 FULTBON STREET EETTF NEW NY 10038 5 5 C5 5 CERTIFIES THAT 5 5 5 5 Upon the application of upon premises owned by 5 5 5 AFTON ELECTRICAL CONT GARY TRAPANOTTO c� 5 2 BENTNOR STREET 4575 WICKEM RD 5 5 MASTIC, NY 11950, MATTITUCK, NY 11952 5 5 Located at 4575 WICKHAM RD MATTITUCK, NY 11952 5 Application Number: c5 PP Certificate Number:4019586 4019586 5 5 Section: 107 Block: 4 Lot: 81 Building Permit:* BDC: ns11 5 5 5 Described as a Residential occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor,Second Floor,Outside, 5 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed Cj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on thel7th Day of April, 2009. 5 5 Name OTY Rate Rating Circuits Type 5 5 Alarm and emergency equipment 5 Sensor 2 0 0 Smoke 5 C,5] Appliances and Accessories 5 5 Exhaust Fan 1 0 F.H.P 5 Service 5 5 Servicel Phase3w Service 5 5 Rating200Amperes 5 5 Wiring And Devices 5 5 Fixture 12 0 Incandescent 5 Outlet 12 0 Fixture 5 Outlet 31 0 Gen,Purpose 5 Receptacle 2 0 GFCI 5 Receptacle 21 0 Gen,Purpose 5 5 Switch 19 0 Gen,Purpose 5 5 5 5 5 5 sea/ 5 i of 1 5 5 5 5 5 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 o �������������������������������������������������������������L�Io FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 34199 Z Date OCTOBER 2, 2008 Permission is hereby granted to: GARY TRAPANOTTO 4593 WICKHAM AVE MATTITUCK,NY 11952 for ADDITIONS & ALTERATION TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 4593 WICKHAM AVE MATTITUCK County Tax Map No. 473889 Section 107 Block 0004 Lot No. 008 . 001 pursuant to application dated SEPTEMBER 29, 2008 and approved by the Building Inspector to expire on APRIL 2, 2010 . Fee $ 498 . 80 A ju---z Authorized. Signature ORIGINAL Rev. 5/8/02 SOUTyolo , y�ourm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: jazocl� leAl DATE �`��� ® � INSPECTOR �� ! �OF SO(/l�, �o� ono 00UM'm,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLOG. [ ] FOUNDATION 2ND [ ] INSULATION f [ ] FRAMING / STRAPPING -FINAL(" [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION (. REMARKS:0Y%/ �1 ( ®� / -c;� �i �✓. DATE ! J INSPECTOR Of SO(/Tyo�o 3 �Ll 77 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE INSPECTOR LJ EFFREY T. B UTLERy P. E. ZO6 LINCOLN STREET RIVERHEAD, NEW YORK 1 1 901 63 1 -ZOB-BB5O :.UI3EN8ED PROFESSIONAL CENGi?4EER MEMBER NATIONAL,SOCIETY OF PROFESSIONAL ENGINEERS January`28, 2010 Mr. Mike Verity, Chief Building Inspector Town of Southold Building Department Re: Proposed Addition to Trapanotto Residence Wickham Avenue SCTM# 1000-107-4-8.1 & 9.9 Dear Mr. Verity: Please note the following concerning this application: • I have inspected the footing and foundation walls pursuant to the NY State Residential Building Code 2007 for this application and find that the work -conforms to the plan as filed with this application. I have inspected the strapping and anchoring pursuant to the NY State Residential Building Code 2007 for this-applicationand find that the work conforms to the plan as,filed with this application. ....5 ivy. • I have inspected the insulation and caulking=pursuant to the NY State Residential Building Code 2007 for this application and find that the work conforms to the plan and the ResCheck filed with this application. • I have inspected the framing pursuant to the NY State Residential Building Code 2007 for this application and find that the work conforms to the plan as filed with this application. • I have inspected the rough plumbing and plumbing,piping while under pressure test pursuant to the NY State Residential Building Code 2007 for this application and find that the work conforms to the plan as filed with this application. Please call if you should have ga oncerns about this application. �� F9 incerely, r I � Jef ey T. Butler, P.E. 073495 �T FEES!®�� FIELD INSPECTION REPORT DATE I. COMMENTSQj b FOUNDATION(IST) y -------------- FOUNDATION (2ND) �o y ROUGH FRAMIN PLUMBING 1 - 3 y INSULATION PER N.Y. - -- STATE ENERGY CODE FINAL ADDITIONAL COMAIEWS G-��-- 1z, o kn A y e � z x r d b TOWN OF SOGJTHOIL.D BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health �._ SOUTHOLD,NY 11971 4 sets of Building Pians TEL;(63I)765-1802 Planning Board approval FAX:(631)765 9502 Survey SoutholdTown.Narth orkalet P1 RMIT INO. (J I I :-1 Check Septic Form N.Y.S.D.E.C. Trustees 1 Flood Pennit_ Examined Q 20 f Stonn-Water Assessment Fonn j ( n � Contact: O� Mail to: &47tk PF Vic. Approved_�.._.`L� ,2C�� JG SE P �9 ZU ��LreJcQln1 sr n Disapproved a/c_ All PIC/ --7.- BLDG.DEPT Phone:( 313 LO8'-89 0 Expiration_ ,)- AID TOWN40F S !!THOLD ; 1 �i Building Inspect r AP?LdtCATION FOR BUII I,NG PERMIT Date _�� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector Adll issue a Building Permit to the applicant.Stich a permit shall be kept oil 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 pemnit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to die Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ignature applicant or name,if a corporation) (Mailing address of applicant) /I�yD/ State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder •� Name of owner of premises (As on the tax roll or latest deed) If applicant is a corp dti�11 392 ature of duly authorized officer (Name title`of corporate officer) Builders License No. T�U Plumbers License No. V- Electricians License No. Other Trade's License No._ 1. Location of land on whit )to posed work will be done: House Number Street Mai-nit County Tax Map No. 1000 Section- AP % Lo 46•I_. 4__� Subdivision Filed Map No. 2. State existing use and occupancy of premises a d intrj' d'u�se and occu ancy of proposed construction: a. Existing use and occupancy � _�_� � b. Intended use and occupancy___"4q � 3. Nature of work(check which applicable):New Building Addition ...Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost _ DD Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor____' _ If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. — 7. Dimensions of existing structures,if any:Front / Rear_ -Depth ? Height. Number of Stories L / Dimensions of sane structure with alterations orpdditions: Front L4LI t� Rear � Depth &-(In Height Z 3 Number of Stories 2. — 8. Dimensions of entire new construction:Front A) WRear Depth Height Dumber of Stories � 9. Size of lot:Front. 1715 Rear I L Z• S 7.3.Depth 2T 15 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 9-4 0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO {*,0" 13. Will lot be re-graded?YES NO w**Vt11 excess fill be removed from premises?YES NO V" �. 14.Name s of Owner of temiscs ddress5�IheNr�l►M/1VYe.Phone No � Name of Architeci,; Elddress�Q Phone No J8� Name of Contractor '( Address ,� 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ✓ * IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?* YES__NO_U__ * IF YES,D.E.C.PERMITS MAY BE REQUIRED. I6.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. 18.Are there any covenants and restrictions with respect to this property?"YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTY e. J&47z" being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the cfo 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. Swoo�efore me this C ` day a J�'r 20 v VICKI TOTH Notary Public Notary Public State ew 0 of Applicant No.01`T06190696 WOWin Suffolk County Commission Expires July 28,20 r James F. King, President �QF S0!/ry Town Hall Jill M. Doherty,Vice-President ;`O l0 53095 Route 25 P.O. Box 1179 Peggy A. Dickerson Southold,New York 11971-0959 Dave Bergen G p� Telephone (631) 765-1892 Bob Ghosio,Jr. '0 Fax(631) 765-6641 ����U'NT`I,�� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD September 16, 2008 Mr. Jeffrey T. Butler, P.E., P.C. 206 Lincoln Street Riverhead, NY 11901 RE: TRAPANOTTO RESIDENCE 4593 WICKHAM AVENUE, MATTITUCK SCTM# 107-4-8.1 Dear Mr. Butler: The Southold Town Board of Trustees reviewed the site plan prepared by Jeffrey T. Butler, P.E., P.C., last dated June 26, 2008, and received on September 12, 2008, and determined that the construction of a covered entry, one story addition, renovation of the second floor over the existing first floor dwelling, masonry walk and steps is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. - D 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate.to call. Sincerely, gpo James F. King, , resident Board of Trustees JFK:eac .r REScheck Software Version 4.1.4 Compliance Certificate CNJ( ' Project Title: Proposed Addition Report Date: 10/01/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2008\080026 Mikelbank-Park Ave.Addition\energy2.rck Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 13% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 4575 Wickham Ave Gary Trapanotto Jeffrey Butler Mattituck,NY Jeffrey T.Butler,P.E.,P.C. Permit Date:10/1/08 206 Lincoln Street Riverhead,NY 11901 631-208-8850 Compliance: Compliance:20.8%Better Than Code Maximum UA:77 Your UA:61 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or D.. Perimeter U-Factor Ceiling 2:Cathedral Ceiling(no attic) 230 30.0 0.0 8 Ceiling 3:Cathedral Ceiling(no attic) 324 30.0 0.0 11 Wall 1:Wood Frame,16"o.c. 332 21.0 0.0 17 Window 1:Vinyl Frame:Double Pane with Low-E 42 0.340 14 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 324 30.0 0.0 11 Boiler 1:Other(Except Gas-Fired Steam)84 AFUE The proposed building represented in this document is consistent with the building plans,specifications,and other calculations submitted with this permit application.The proposed systems have been designed to meet the 2007 New York Energy Conservation Construction Code requirements.When a Registered Design Professional has stamped and signed this page,they are attesting that to the best of his/her knowledge,belief,and professional judgment,such plans or specifications are in compliance with this Code. �. .&,ZeA- Name-Title OsLiOre Date Project Notes: Addition and renovation NE�j� T. Cr r l � 0734 A Project Title: Proposed Addition Report date: 10/01/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2008\080026 Mikelbank-Park Ave.Addition\energy2.rck Page 1 of 4 REScheck Software Version 4.1.4 Inspection Checklist Date: 10/01/08 Ceilings: ❑ Ceiling 2:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: ❑ Ceiling 3:Cathedral Ceiling(no attic),R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-21.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ Boiler 1:Other(Except Gas-Fired Steam):84 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: ❑ Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. ❑ Return ducts in unconditioned attics or outside the building are insulated to at least R-4. ❑ Supply ducts in unconditioned spaces are insulated to at least R-8. ❑ Return ducts in unconditioned spaces(except basements)are insulated to R-2.Insulation is not required on return ducts in basements. Duct Construction: ❑ All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Project Title: Proposed Addition Report date: 10/01/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2008\080026 Mikelbank-Park Ave.Addition\energy2.rck Page 2 of 4 Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air,as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code,as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: O All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: O HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Proposed Addition Report date: 10/01/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2008\080026 Mikelbank-Park Ave.Addition\energy2.rck Page 3 of 4 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Proposed Addition Report date: 10/01/08 Data filename:\\Hercules\jobs\MISC_JOBS\Misc Jobs 2008\080026 Mikelbank-Park Ave.Addition\energy2.rck Page 4 of 4 TOWN ..OF SOUTHOLD PROPERTY RECORD CARD - OWNER STREET VILLAGE DIST. SUB. LOT arn ,.v � . FORMER OWNER N E ACR. U 4ef 10 11 Pi 4 - 5 1 S _ W y-0,W.� TYPE OF BUILDING " RES. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value q LAND IMP. TOTAL DATE REMARKS 7 U o -$�, o C.) (a c�o 3�z az .SSA z >���� �� ¢o tom. 7%�v Qce e 5S. Use �.3a p.[� enbye Vv C -�^ 1 ! -7Z Pew ^ 1 �t 1� 1/41 _ - J .J qi, o a D _ L _ v �—� In 7 — AGE )BUILDING CONDITION NEW N RMA BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD � - Meadowland DEPTH u" 9 House Plot BULKHEAD Total ` I DOCK r`�a`- 'Itl9G• ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ •`r'i � _M .t'� . � +.' �� 1 0 � Cad..' MI ■■■■■■■■■■■■e■■■■■■■■■■■■■■■■ -« ■■■■■■■■■■■■■■■■■■■■■■■e■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ • .•- =_�Type •.• •.• .• P. New York State Department of Environmental Conservation Division of Environrnentai Permits, Region 0110 SUNY at Stony Brook, 50 Circie Roan, Stony Brook. NY 1179()-340q AWk Mwne; (f.531)444-0365 - FAX; (631)444-0360 WeNsite:www.dec state.ny.us lowly Aleyancer a.Grz nds Commissionier 1,ETI"ILR--QrL]NON-jljRISDICTION TIDAL WETIANDS ACT Septernbar 4,2008 Ganr Trapanulto 4593 Wickham Avenue Mattituck,NY 11952 IZV.: Apph cation h 1-47338-03,853,10000 1 4593 Wi-ckharn Avenue, Mattiniek S.C.T.1yL 11000-107-4-8.1 Dear Mr. Trapanotto-: Based onzhe inflorniation.you have submitted,the Department of Environmental Conserva.ticill (1)" HC.)has detei-rained-that tile property landward of the'10 foot eievation(sontour line,as shown on the--,uTvey prepared by Jeffrey]'. FilItler, P.E.,P.C. onfusi--26,2008.-Is beyond Tidal Wetlands Act(AJI-icle 25)jurisdiction. 'f!-,L-refbrr% in accordancc with the current Tidal Wetlands Lauld Use ReguIxtions (6'%[YCRR pal-t 661) permit is required. any Jund niay'Lake.place seaward of The tidal wetlands jurisdieflonal boundary, as indicted above, wiffiout a perrah. It is y-w-ir responsibility to ensure that all precautions are,take,,tee prevent any sedi-nentation cr di--stuibance Within Article 25 jurisdiction which Imay result frorn yourproject. S'ach Precautions inayinclude Maintahiing adequate work area betNveva the tidfl Av�tland K, I Juds-di tioual boundai-i and your project(i.e. a. 15' to 20'Md--construction area)or eMctingv a tmnporary fence, lba!lier,orhate bay berm. -Filis letter shall remain valid unless s-ite conditions change. Please note that this letter does not relit ve you.of the responsibility of dbtafiiing any riecessar.� pemjits or approvals frorn other agcneies or local municipalities. Sincerely, p- Deputy Permit Administrat.,ar leff rey 7. 8 u der Marine'Habitat Protection file(kaf) gxgxv bi&W fe, wv��k .,j. NOW11 of $Outhold -on, A830,511N.WeNT F-WIM THE PaLLOW"S `vopts r '"'RU r A41 ", /0 �5 N Trio g -A `P'N4 ff--Y4r4f............ 0 r N ........... A Cho�,i' Imrv:t. J)for tach Qucisflno i"RequLmd(,)r a(`•oil*![)iett4."k.L),Ilicfi(k;�1) Vlf:!1hir Pxjpoi Retain Ail Oervwabcd t*,y I Nvo(2,")in"h Ralfft'A on,811c? Oe8>lc-iv-v!l as impirsyc on?.�;und Mo penvumi )nl,crpako of "FL*G 1;'-0 Sills P16r,f.fld!01', Snoji,All Ch"'.4lorige thiq al; �roprjvw�G,vtlp Ch?'ng "Ontro e-5:ard 1,5-40,per C '111liq Wni-,,Flowl Wilf lb!s Prr;�ec(RI:tijui;P any U11-71 F111"fig,(�rFli3ifiv cif Excavg4ibrl whem chkin"."R 1-.�lhv. Lxik;lh, yf,?-de frivAving moic Oficin 2kili CUWO of mztvr!;)Wthin any F)Arcm!" z4 ✓Ojuc*tlkv, J LaId DlslljiU:r,q AcHvIflei-3 Encriii-ipat-,sing orl Auto rn h:xr,,eny ul l.:Uic!'t a N-MI)v-1;V-.1-Oictr Cwrm R.-.inniriq thlough Ilia�'Iilm? i*:!;-,;Proie:,t lhs: T,ti�lpv.y,POv.6i ',)I v"Wel Ome Hjnrk...j 001j*; j1041 o1i Cxklli-t-a Gr-*Lad,?51npos Mij(:ItC;c-.L-tid Oom P.,.tnJfeCj or c)rijj nirisinm?q, Si j W.il 0 0 r 0 Di.(jr,i i.lu 5 OIt f P.,:1 to Y vilin arl(Yor In Pip nt?40fior.Q1 Z,70'..."1 th.,-Prqitzd. (he i,/ai'eriai,Rnivl!al oPVogfjtk;ii,1r tllfj C.O.- -I.M:: will INCIT Urt!(ohWilificil of PlIVvy-a-1 Aprons P!CJF,,'!Rp.q13ire Silf+ w10,i!,lho Ome H:Prl.qre(.,(109' Floocii:ujit�.,f qjj�, I I It,01 I'a ty A.11 S v,v r 4 o Q,-s u S u r,r;..0,-,a 1:10 c u V tt!t41ne!:I AT't y Q rg.,0 with z C.h 0.1, mli;oil P411!tS KOl)!Amrj arse Mu"'.be Suumltllvi for Rit,%,15w Prior tag cf ATw B:filr;inc P im-rdi! lol .RIZai aC211tOt1 w On Q,, j[jQj;tQ7.wj j JC / u Yrn lc.CM,., a:I(orlo-Vhlfb-r,Grading, "407 R�!qul'fvrj! STATE CI ... ..... ..... ................. . . -Awrl-6iz... ... rimy z% ii.&.p't"."'.S axl d i 0 pe:ni:" 00, ...... .. .. .. ..... . .... ....... . of 0�,e.Owni,-r C111 and (s duly !Cl".-Prforlu c;:,hv:.lvet. d nwjq. 8U-OdL !ik,. 17j 31 4"<xU IN J l; Skskunlvew.-y C.--orl l-;kl ncd Ill fl-tis a1ppiko Ilion al,@ vw?, 1 ii.-; k -I.;-A r.h-d.U-kc mwh kv 111 1,t. in O%l lylanoe.c si-.c'--cm-th'it 6hr-,3pplicadm fik,.d h.-.i`midi. do."i1A .. ......... FORM, 06111017 CONNIE D.tJ1JNL;h NOWY Public State of New York No.OlhU6185050 Qualifiedd in SO*CDURIY COMMiSSion Expires April 14,20 sup,vEY OF PPOPERTY f = SITUATE: MATTITUGK / t�������� S8 °s5 0 9 " 154.6o' q-6 TOWN: LD a� � ----- \ a s------------- SUFFOLK COUNTY NY a°` =a9� --- W E �� ��t��o �' V "J p/ ' O O Row a�,D ED - I13 20-04 004 l�� of Vol, �o!o AMENDED Oq-2q-04 N8414p'oo"W !(, TOPO Ob-Iq-2005 / 1q' p ;0p FOUNDATION LOG. II-24-2005 .0 rvo r. ko 40I _ 5UFFOLK COUNTY TAX # 1000-107-4-8.1 try s 1000-107-4-q.q DEC 12008 CERTHUD TO:Gary Tmpanotto Pamela Howard �` � �.� Off/ \ o � BLDG.DEPT. O ��, T WN F !t Commonwealth Land Title s Op'\ s \ \ a _TFIOCD Insurance Company o; o \ BNB Mortgage Company II]LC \O � 0 0 0+ ttt ttts �0 1 \ Go o�,. t t A - �y c �r — . pa�' 0�o�ndPr C CL Now ;OO � + Q ' 11� �o�yt `` \ s '1 -i; flyer / ( 11 /SS % �0�\ p '' pF NEW 1- �0; �o,ZN O, O> V I o" Q�9- ©� c�q�)o ray l SS BOO Fp B\LA D gv 5" O �SQ) - - - - •�, � �so „n,t,n„te eltereuen ���n.,.,� - NOTES: Inop Wably 1Y IatO ewveyorb seal b° • ne.l Yo ih Stets F��! MONUMENT FOUND ° \�6 e� it W t~e ed t o neol dell be gLOrolOpreO Lo be w110Gveb 20 'CGrtlflcotlorn ttliwteC hereon eiydy flat tlJe 0 ° (LJ�°25. I t.q AREA PARCEL 8.1 = 46,226 S.F. OR I.06 ACRES fro' �e ate� �� �ete> I / tale s.veyon.Selo certvvoueo shoo rvn prey AREA PARCEL q.q = 23,335 5.F. OR 0.54 AGRE5 .�O Q 25,2ot,Va 3' �'"� tit orN on hb Ixtl I Co the M conq°ny gowdnn- tol mety ane of thv Mteutbn IN u MreoM1 otl f0 th see... Of the IOMlrly NapWlbn.Lertlflw- O tbm ore not tromferoble f0 omltbenl YetlWtbre GONTOUR5 SHOWN HERE ON REFERENCE NC '2q DATUM = JOHN C. EALERS LAND SURVEYOR GRAPH I G SCALE I"- 40' 6' S�2°A2-' v e'V1, `ti 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 30 hay\ RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 �I\C' REF.-\\Compagserver\pros\04\04-265 FOUNDATION LOCATION.pro i e.m.ewn vno.-m ral tcu Ox 5URVEY OF PROPERTY SITUATE MATTITUGK �0 b oP, 584°3s' O"E 1,54.60, N -' TOWN: SOUTHOLD °`� e'- °D¢'�°3' ----------- --------- t\�0\ �o� S SUFFOLK GOUNTY, NY o, --- p W E SURVEYED 08-31-2004 Of ROW ADDED Oq 'T -13-2004 N84°35'OONy� O`� F' -- �? I ; S �9-� S TOPO O6-Iq--2008 AMENDED 4 140.1q' Off` rY0 La10d�0o o 0 °ry f r I \ % 9 5UFFOLK COUNTY TAX # h � QD t s try 1000-10-1-4-5.1 1000-10'7-4-q.q \ \ 6 CERTfFEED TO: Pamela Howard commonwealth lAnd Title p r 1 r ; •. n Ifmmuence company \� f ; m N BNX Mottgage Company II C 00 \ \ v o JA \ i •`,O � f 0' 0 a t s I � I 13 q o 1 0�. O �\ O\Aff C ov \c NEW Y �yr CO '•, • "P. i LD O o l a6 ,• • O�� �6�i SFO A D SJ� C `•, , � vtrtoe arerwoe o•omrzmn m o>.,,ey •.NOTE5: , ` 9 ^na�b9 ,¢weed—sutieyo,'g eeoi b o ,� • .nmemn a—tw rma,ew-aun>mn z,or me •,, ..\ �� Nen York Stele E�Lon.' Vo 100 MONUMENT FOUND \6mokeG o gwi of�e ,mob ,•,, •, / o� se.poe eea eMn be cammea ro w mim rve o ° 'LertlNceten>breeea nxoon egnD,that�n AREA PARCEL 8.1 = 46,226 S.F. OR 1.06 ACRES /a a „yAAREA PARCEL q.cl 8S.F. OR 0.54 ACRE5 ,, 20 �3 °, tot atotbbl aroo oym orn„e>nwegCey prero eoee`eMrst�wo Inorie r nreon gm b be�b,M, \ M .122 ee�rttmm`t bben[.Imbvettebye nn g.f mpoGrrveaemnapinoniiP,r koeaaMnay - , odmtbnol MgW[bro CONTOURS SHOWN HERE ON REFERENCE NGVD '2q DATUM IT, ��2°� °„� �erue J STREETEAST MAIN OHN C EHL, RS LAND SURVEYOR GRAPHIC SCALE I"= 40' ckharn P 0202 RIVERHEAD,N.Y. 11901 vv, 369-8288 Fax 369-8287 REF.-\\Compagserver\pros\04\04-265.pro eM(Kee Ip31.1.,H bqW-363 WILDING PERMIT EXAMINER CHECKLIST *Date Submitted:a9'/Af/0 *Date Reviewed:hI ff/ Lpplicaut: O f Owner: Lrchitect/Eugineer: Q &� Estimated Cost: 'CTM# 1000- 10 7 -� Subdivision: Zone: Couforrniug? 'roperty Address:lt-j,3 (23,:? MA'y City: Pre Cos? Wilding Permits (Open/Expired): BP -Z/C/o Z- Info: BP -Z/C/o Z-_, Info: IP -Z/C/o Z- Info: BP =Z/C/o Z- , Info; BP -Z/C/o Z- Gifo jingle& Separate Search Required? Y or N Determination: LEQ. Lot Size: ACT. Lot Size: REQ. Lot Cov. ACT. Lot Cov. LEQ. Front ACT. Front REQ Side ACT. Side REQ. Rear PROP. Rear LEQ. Height . ACT. Height 'rojectDescription: Naterfrout? Y N� f yes, water body: Panel# Flood Zone: BLdkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED iuffolk County health: Y or N - If yes, *Beta#: *Date: _/_/_ *Permit#: Town Septic: Y or I - If no, certification required: Y or N Received: Y or N By: _ dYS DEC: PRE-DEC 9/1175 Y or N - Date: _/_/_ Permit #: _ or Letter Notes: Southold Trustees: Y or N - Date: / / Permit #: o Notes: NJ Letl — ioutholdLBA: Y or N - Date: _/ / Pe►-mit #: �"Motes: — Southold Planning: Y or N - Date: / / Permit #: — Notes: rowu Landmark C of A: Y or N DTE: / / *NYS CODE Compliance (page 2): Y or N Notes: 3-y— ,n r Fee Structure: Calculation: Foundation: SF 1. ( SF)- L _SF)= SF X $ _$ First Floor: S SF + Initial Fee.: $ Second Floor: 7 SF + Additional Fee (� : $ Other: SF 2. ( SF)- NSF)= SF X $ =$ Total: � � SF + Initial Fee: $ + Additional Fee TOTAL: 1 NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load; 45 Wind Speed: IZOMPH Seismic Design Category' B Weathering; Severe Frost Depth; 36" Termite; M-H Decay: S-M Design Temp; 11 jee Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHTTIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N IIEADERS: YIN WALL STUDS: Y/N GLRDERS: Y/N CEILING JOISTS: Y/N FLOOR JOISTS: YIN ROOF{ RAFTERS: WN LUMBER SPECIES AND GRADE: Y/N DESIGN LOAD CALCULATIONS: Y/N L.TVE: Y/N DEAD: YIN SNMV: Y/N SEISMIC: Y/N `FIND: WN WD\TDOW AND DOOR SCHEDULE: dNVSSLE TEST REQUIREMENTS: Y/N EGRESS 5.7 S.T.: Y/N LIGHT 8%o: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF BORES S: YIN PLUMBING RISER DIAGRAM: Y/N LOCATION OF I7LE PROTECTION EQUIPMENT: YEN TRUSS DESIGN. Y/N CERTMICATION: Y/N ENERGY CALLS: Y/N TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE-) Now mom owimmimmomemilm I'll MOP "0 T 4,44"! it Pond Point' j'r gt' 25 o' -tie! ir'll.4t cutchog 4- 14PI........................................ .............. ............................ clitchople Station ............ 11 "�e'j ............. ... ....... ...................................................!�'4-..6.0........../............. .................................................................................................... 0 4.................. ................ ............... ............. .............. ........................... �p . ... . .. , W v fieye �1 ........ O 0, cutchope V. X,... . . aub ftck l ......,...................................... V M, AShoreAcres) F N55 ............... l oo ....... hPo 40.1`11"........... 00, lilt tucl, •IFfnllnfksPonrl" ,.,-'w` 5'': ',u.,.N �(','r,`.;. '31.:, .x%'. _0 miloolul Point v vtsi 25 Lako,' 0 ;will 4 1 Nalliffucii-Park,District 6 U thollel) V 1�C:� CI, "W.", ................... 0 ks 9- LAND NOW OR n, 'k 0 FORMERLY OF \ } � � �s i , Inn dis P616 gl�'� DEAN F. TUTHILL -,40 1,51 % lalmemp Ilrt -{Browns 000 V, -y LOGATION MAP: PLOP NOT TO 5GALE PROPOSED I r EX*T1NG\Pq000 DECK PROPOWD ADDMON TO: COVERED ENTRY TO��E REm► ovE5 0 / '0 % ii) SINGLE FAMILY RESIDENCE mopa�kEo vE6K oA- SITUATE-D AT (0\ MA�50NRY co WALK MATTITUCK AND STEPS TOWN OF SOUTHOLD 0 Vf EXISTING BRICK SUFFOLK COUNTY, NEW YORK WALK 4 PATIO PROPOSED RENOVATfEI) S.C.TAI.# 1000-107-4-8.1 Ac TO BE REMOVED 5EGONP,'FLOOR OVER EX15TINP FIRST FLOO)R 1000-107-4-9.9 (30' R.O.W.) '00�-" (0 EXISTING...... .... 1 112 i 1\ 7 BASED ON ORIGINAL SURVEY BY: STORY FRAME '000- JOHN C. EHLERS \ ` � 11 PROPOSED op 6 EAST MAIN STREET HOUSE covLREo 10000 RIVERHEAD, NY Fwf�y "00000000 TEL: (33 1) 369-8288 5.G.T.M. No.: DATED: 6/19/08 �O\ \ A p1000-10-1-4-8.1 STONE i 10 4 o, \\\/EXISTINO . ....... OWNER,: � \�0 ,IVEVA GARY 'r RAPANOTTO S V ry- iT) WICKHAM AVENUE MATTITJCK, N.Y. 631—2135-0358 \3e % Al! LAND NOW OR 01 POSTA! DISTRICT: MATTITUCK X z 751" FORMERLY OF: DISTRICT: MATTITUCK CHRISTOPHER SCHO('aL DIS \ ` / I ;,/ I X115TINO Kr--Lj-'r FIRE USTRICT: MATTITUCK 5PHALT DRI y < ELECTiAL SERVICE: LIPA O ole = d) J ; j WATER SERVICE: SCWA DISTRICT: R-40 <��0 \ i cq % USE: '.JINGLE )INGLE FAMILY RESIDENCE 0 O Q) j SITE IN GROUNDWATER MANAGEMENT ZONE V .0 %..\ 0, 0 CONTOURS REF TO NGVI) 1929 DATUM ZONING INFORMATION: RESIDENCE 'R-40' ZONE ENOINEERt W LOT AREA: I E PARCEL 8.1 : 46,226 SQ.FT. (1 .06 AC.) b tj PARCEL 9.9: 23,338 SQ.FT. (0.54 AC) C0 TOTAL: 69,564 SQ.FT. (1 .60 AC) Cr Lu PBINCI PLE R EJ: 1-1 LOT COVERAGE: 7349' REQUIREMENT: 20% MAX (5,044.02 SQ.Fr.) FESS\ EXISTING: 6.63% (1,672 SQ.FT.) PROPOSED: 7.16% (1,806 SQ.FT.) JEFFRE-f' T. BUTLER, P.E. FRONT YARD SETBACK: ty REQUIREMENT: 50 MIN cr EXISTING: 123.44' d� PROPOSED: N/C t p () LL SIDE YARD SETBACK: C) p tu REQUIREMENT: 15' MIN Z p W0 >0 — (3 7- EXISTING: 37.41' 2 �- -< � z < PROPOSED: N/C �4 ly-< D- D- < TOTAL SIDE YARD SETBACKS: LAND NOW OR REQUIREMENT: 35' MIN FORMERLY OF: P-4 EXISTING: 129.86' Lu t DICKERSON 4 0 z C) v- FEINBER& PROPOSED: 126.62' U < Q � I -J D- CJ (3 't CL u- REAR YARD SETBACKS: '-j C) ILL O O REQUIREMENT: 50' MIN u- EXISTING: 104.78' PROPOSED: N/C z < 0 SIT E PLAN PAGE : �o��//�a' 50 15 0 50 60 90 120 150 6RAPHIC, 56ALE OF I >Ofo" h / D � �C� GU ATIONS -R IN G� . - Peconic' / AREA OF ROOF (PROPOSED) I Oq SQ. FT. I Oa . FT. 2 12 T 100 252 GU. FT. ;. SGt x ( / /F x J / Duce y i I k Pond Po/nt', USE I IOQ� EA HIND 4 FEG P G POOL AT EF TIVE DEPTH .O L L - -n / 215.68 CU. FT. PROVIDED. 25 - SITE :y / / _� CJ ° -"' IF.astCutchogue / �, ' - --- -- - ----- --- 154.60'----- Cutchogue Station JK ------------- �(� Waterville Cutcho ue ----------------- ►� 84 35' u -...._--_ ___ i IMarshPofntk.:' 00 ShoreAcres� FleetsNeekl'' ------------- 140.19, 25 ..... , \ •r Mattl[uck�' ~•et�. NewSuffolk� 'G / :? IHafloas Pond •c Landln ' Manafooka Pont r _ "'•• '' - "r V V •,y' `^ \ _ 1 plc' ° Matdtuck Park DistrlctBeach- OI thv:lle laurel / •. t, i 1 S LAND NOW OR 1 U RL OF: Y` FORMERLY Brushs Pomt • 1 DEAN F. TUTHILL s I Q James ort: ..., • ,u, ero wns Polnl �v 1 , \ / \ doses �• s LOGATION MAP: ; \ \ PROPdSED a NOT TO SCALE P� O,' �9 I STORY.ADDItION 6�S / N �� EX�TING'',WO01\DECK 0�P` PROPOSED PROPOSED ADORION T0: \ COVERED ENTRY �; TOaBE REMOVED \6 o a33 ;' , ,ate SINGLE FAMILY RESIDENCE O I (0�/ PROPOSED r' PROPOSED DE�K pp�. % `\O, SITUATED AT co MASONRY WALK I ; �i 5 ` MAT IITUCK AND STEPS y' \ \ ` TOWN OF SOUTHOLD �� EXI5TING BRICK , �p \� `` SUFFOLK COUNTY, NEW YORK j WALK r€ PATIO o � ���PROPOSED STORM DRAINAGE 1\ S.C.T.M.# 1000-107-4-8.1 & TO BE REMOVED ' �'� IQ'-V x 4' EFF. D`=PTH , `r9 1` ` ��:-� l�EAGHING POOL 1000-107-4-9.9 (30 R.O.W.) BASED ON ORIGINAL SURVEY BY: y EXISTING I I/2 PROPQSED-RENOVA ' STORY FRAME SEGONQ FLOOR OVEN'/ JOHN C. EHLERS HOUSE EX15T F R5T FLOOR 6 EAST MAIN STREET II ; / RIVERHEAD, NY m I i 4 I TEL: 631 369-8288 U �i 5.G.T.M. No.: ( ) A-1 I '+ � :' �'' r DATED: 6/19/OS cS� % '\ '+ 1000-101-4-8.1 \ 11 r EXISTING'-.-`I` - NSTONE :; PROPOSED OWNER: rIbRIVEWAY - COVERED - GARY TRAPANOTTO �L _ ENTRY / WICKHAM AVENUE MATTITUCK, N.Y. ^ O 631-:,35-0358 LAND NOW OR < '`%��'` `8 POSTAL DISTRICT: MATTITUCK U- 9 ,% , / , - ' FORMERLY OF: `' p I EXISTIiG CHR15TOPHER SCHOGL DISTRICT: MATTITUCK X z KELL' FIRE CISTRICT: MATTITUCK O O t' SPHALT DRI Y ISM o'% ' / WATERELECT SERVICE:SERVIAL ECE•ICSCWA A � d) n I ' ZONING' DISTRICT: R-40 Lu `� I USE: SINGLE FAMILY RESIDENCE E-'r p SITE IS IN GROUNDWATER MANAGEMENT ZONE O °p i CONTOURS REF TO NGVD 1929 DATUM o, ZONING INFORMATION: RESIDENCE 'R-40' ZONE ENGINEER: LOT AREA: a, PARCEL 8.1 : 46,226 SQ.FT. (1 .06 AC.) c [ , PARCEL 9.9. 23,338 SQ.FT. (0.54 AC) "!7\,T- r , TOTAL: 69,564 SQ.FT. (1 .60 AC) EINCIPLE REQUIREMENTS kCC LOT COVERAGE: REQUIREMENT: 20% MAX (5,044.02 SQ.FT.) `tr tiG EXISTING: 6.63% (1,672 SQ.FT.) ; ~T l PROPOSED: 7.16% (1,806 SQ.FT.) JEFFR T. BUTLER, P.E. FRONT YARD SETBACK: REQUIREMENT: 50' MIN EXISTING: 123.44' d- PROPOSED: N/C r R v O � p �- SIDE YARD SETBACK: . . 0 I O � p %`,, % O z O z m w REQUIREMENT: 15 MIN z w w O } `\\ EXISTING: 37.41' O _O z )- _O 3 O PROPOSED: N/C �' I— � > z d Q Q � 4 TOTA'_ SIDE YARD SETBACKS: Q� c0 LAND NOW OR REQUIREMENT: 35' MIN ►-� Q O j � 1 FORMERLY OF: DIC KERSON 4 EXISTING: 129.86' a w () � r— I�- FEINBERG PROPOSED: 126.62' H 0 z v < C) O REAR YARD SETBACKS: ~ O 00 � O REQUIREMENT: 50' MIN tL cp z \��2�, EXISTING: 104.78' O O o °2�"2-0 �� PROPOSED: N/C z 6 ' % S OA ANC v z cf� p Q \, s PLAN PAGE : S I TS - -i23o�q' M P� 30 15 O 50 60 q0 120 150 GRAPHIC 5GALE I" = 50'-O" �/`► OF I i i I: • , ,1 VIM I milli `.:„r :rSi ,•rv'1:aEs ..a'. �r ..r6 :,k:; '3F,:-r.'l'r K ,r:^ t )) 1 Fa'Y• I i NI 1 t �L r t ✓/ t 9 its W Ca V t } A.x J,'df Y r�l t i `�F'/S F t 3 } ' A+ •Ai � 1 / < {L .� r s i S a n t r! i h yv,s.Ls ✓.� t r t 1'' k.r r if ea•. / r � ry ✓T t J � i 4 t A s•t $ P fi� �a r r• ij t z S e I 7, t c r v t !, (I cc•mlic; / / // // tYY- 't I �, �+• � Z t ,t =, ✓•` �%r f t! 1. i 1. 'F F Jy ', "f', � - / f ;p a IDIICk Pond Point:, x a k I tK\ i t y.c ,'r,�i» , o r ✓ e t a''i+`' 25 t tl / / i r / S g t k a I / ohm-;/..........._................_............. 4°35'O r F t� r� 'S1 i t k a r _ �` fhST� o / u - J, .... ........... �II»E » as L.t� 11':nsl CutchaRucr \[� _........ ...�....... 1 ,/� �l / t•1`R 51� C 1 . T"l�l i P " �i• ........._...-........ ............5'7.V0 ,lw1'.,..irY„17.w•';•, . si.?', "!.'i, / ................. .... ...- ,.�.:,Lr ;;.:.,i.• `x., .,. ;{ ;Si.+`rr;r<p�i'9.z.:�r,;+,•�i.0 CutchO ue Station ..... / ,.r•;„r,. ;�x, ert:, „t3j'.y 'i.,,,•c,;..,,.Ln..�, r.aP'.. .. / of ................................ -J'••• +.t:'c;.`a�';IC :.,'•x.P;'y'ys�a.;;1''ts' / \� .. ..... ........ ('i:,'rTV:ii..{..}r i M :iy,.ry,•a;,{Y:,s d� �r/... ... .-....... ,F:Fc./;y%•t�'.9d;;•:ry,..«p„,r.!.. „'�... I „'�y".:' ;'.l ................................... ..... ..t. F:t�r :A•'.1:£�::.i^.`:_^'`4;,,;f^td'?It..6' O�( ............w... t'"" .4 Vi x A,•i`r'..::.:fM';P',.:.1:..,'�. '.Y" ':I'•„ } CO �/• ».................................... 00 {{,`. : `•','�,,:„ry,y.y4... 4 3,,V , i "V '1:'n:Xi'"pp:',7'si '1-.1�,,'Fs;::T'Y�'f'i).:cl,.rF� :ir�:i. 1 N ��r• ..... / ':5 :,f{,^,.i ,'4 rf.:t•:.es':.t, ""`x• Waterville •............ �f�'%o'.,.0.:., ''?' {?Nt:1".;,a .; t ;',<'•;..;% `r"�'4 <:wtchtl,ue •'ti�,�. `'i ................. .� 'V:'r:.{{t•I?ti.:fijl�(i` '':7::,j!sd"a;ir; ,rt?',ac, f,.�;gs / ,v •...0 1 /� zr...t`51 ?,;,,r q :,,; r;l:.fi. ,a:, Floofs Neck" 454 35 pp„.W ........................ '' ;eta ' �r xsr / / �/ 1• •'r ......... `���i�" `''+" 'i{`.Si i:aP'' ShnrC Acres. , /�� 25 � g..,?{y.,. P/ \ n.£. T Mnttlluck'. 1. . Y. (n Or l 0 New SufPolk�lK;t'r i• •\` J,u "(Na1M,ks k+on� i't kaa k V i� / i . i f i i' I\/ 'fit'\ f:x<h, ri:,-A'',.'vl`y`,<,:,.. '. •;:w:.. .,ra:`:<;y:,i;. , a Ory r� 1 ,i r Mnrromoka Polnfl l,`°y'�„>^' ',. �, Raca( / r `, "I.ourolt.ako, fis. 'ir. , ;.(J%;y.{„sr.r/. , 'rL / ! �• 1 _ ,`c: c-:� ,,.,t,' :,.,.w w?gk .::cjp .y,:. "{ M/00ardluc P f i k arkDisfr/ctf3oach;. .'",y".;,f%r.i;.;"'.�'E.::,`;;;:.x•..,'; e / / lhvillC i1,5, ,};r; ,;�'�' ;,FtiSr;F'1;;i`.J"::a4'::�;>,,ls; „i.,,•, i ,:lures is .%.k.,y a54i>..5+,;''sV•'i'dr ::.r,..r;i.t°' \ .•_...._ t ,�,[ 'y'}T.7'�:��uiosi iri:'i.,, {i",4,•„; .F 1.,'t xf�. ',0':xG,.{?�,'ly', �xi r F }'y } t S i , (vr; •{.:., •�( y L '.F, t'` 1tyq," .�7 i ;'a.,''•n�'• .tn4. \ LAND NOW OR r'sn(� •1 , 4.,, ::�:.:."�:, ',iy'.i�,,- :1.?', ;ti H•::<,:::'Ak�•!'"�L've".`f' :,'.`::: "ij.i;. 1�y^+ �/ I 1 1 ,\� r/ ,��dtr� ir,ht�:•;k:. •�.F,Cyr,,,...1r -'f'1,Y', ;,9,..y.t xi' „} ` � 1 \ \l `�. :y:^ "1�., ,I.kt.,fib,,. ;,.j:i:., f..�•�.,.:;�`��(•�� ' \ N ,1 � r r%y:'e' .,art`,• ;;;,,ti .,t.': '"::,ji.i a ;,j h FORMERLY OFl �, -a «,<�' :�>:..�,:�'::•`;,�'.;<,.,.:.�:. ,,,;<'.:' ., ,�/tI(�/ / V" 4 '�/ .i;;',S .'.M'�: '_�;#Ci,? �t:.6^:„a•„ tr t;:,4s»,'it,x„:,, .Tt. �'rvr''•1� ;a,•1 '\.' 0 1 �•• :-+•* "i�$�?� ,�,ii;4Dr�:St!' •..i'l. { .,1¢I.',;,�;%i<l'i •.'9i•'�'7�,�����' ,�. ,ri:^.:, DEAN F. TUTHI V" 1 � :!, :'r:;x" •,fi: :,�''\ ''',C,.,�„ x,j;.. :Yf,y^'' ,a'',,. �h�d...• LL , I 1 Polnf�� 'r t �•',r", d!".r: :,{, �°• ,;'4;r,,,>:r J —/ \, � 1 n_ 1\\ `�"ra':t .:.F'f^d. ",tn �. .3�,':h�d, �e�{i'�s`.f.?.�? '.":I:n7nr`'�,4r:. .'F•k:l,:S;,.i:, �"(� I`"L <C;;'i,Y' t� , ,. :t'; ',i:ktl r�'•?i'.'�:' l'af"' s,+4=,,b::'4,,:t..III � L I ! t i � 1 t I t f ,',y'+ , "f` t '�• 43 1•,{ A � •1 \ 1 , y / � .►:1mC3nort� ... � e 4 t � i r a u'r � rt F' F i i I '< VN`\ \ '('(� r y 2 ` 1 \\ (irOWnS Polnt(, ?�,'kt ,,fir•,.�5 •a 1 , ,� i 'k;1 Y P< .r 6 o / O PROP ED r� NO I STORY`•�ADDITION \ �� T TO SCALE 16 PROPOSED EXX'•STING\WOOU DECK \ COVERED ENTRY �`, TO E REMOVEL'? \ \6 PR®POSE() ADDITION TQ: \ o \030�. `� J `I I ��. �� \air SINGLE FAMILY RESIDENCE V \ (p 1 PROPO5-_,ED DE&K A. �� / PROPo5a) I N �o \ '\° SITUATED AT 0 \ ', MA5ONR' WALK \ \, MATTITUCKNil ,i 11 AND 5TEP5 ( 3 \, \`) �\ y N r` 1 \ TOWN -OF SOUTHOLD / 1\ EXISTING BRICK N SUFFOLK COUNTY, NEW YORK ` l�Q WALK R PATIO a TO BE REMOVED PROP05ED RENOVATEID \, S.C.T.H. 1000-107-4-8.1 & \� , ti 5ECOND 'FLOOR OVER ` \ EXISTING FIRST FLOOR ,�+, 1000-107-4-9.9 (30 R.O.W.) ' � 1 •'-� 1' .� '\ Ir L Ni �. A r`` EXISTING 1 112 BASED ON ORIGINAL SURVEY BY: STORY FRAME 1 / JOHN C. EHLERS \ _� HOUSE PROPOSED ,. 6 EAS'u MAIN STREET \ \� ! \ m � � 1 •� �� l �-� � EN BRED � ROVERHEAD NY � m 5.C}T.M. No.t ; \ i 1 `, R% / ,�/� TEL: (631) 369-8288 N\ �� �j \ 1000-IO-1-4-8.1 '1 1 �{ i i % DATED: 6/19/08 d) !EXISTING\• '°I OWNER: N ARY rRAPANOTTO • y '\`Qi o A� STONE s•�� `,per ,, r�RIVEWAY '.... 4 r G V `ory:. 7 r "'..,�..�.�, WICKHAM AVENUE �-+ v m 17f' �! �'.' ,,.• MATTITUCK, N.Y. p �0 o �� ,' /,��°`� % 1 ? /� �" 631 -335-0355 rrT�, m X 9• 0,,� •`P , /� i / LAND NOW OR M-�� ��'\ v's```� ` ; , FORMERLY OFt POSTAL DISTRICT: MATTITUCK ICI [L ` � O �' ' / f.� 1 X15TINO CHRISTOPHER SCHOOL DISTRICT: MATTITUCK o' SPHALT DRI Y KELLY FIRE DISTRICT: MATTITUCK X O ELECTWATERRIAL SERVICE•! SCW A O � �s ZONIN=� DISTRICT: R-40 R. USE: SINGLE FAMILY RESIDENCE SITE IS IN GROUNDWATER MANAGEMENT ZONE oc'- •� � �� •o °p3 CONTOURS REF TO NGVD 1929 DATUM m `1 ZONING INFORMATION: RESIDENCE 'R--40' ZONE ENGINEER: Nizics ••` \ LOT AREA: PARCEL 8.1 : 46,226 SQ.FT. (1 .06 AC.) PARCEL 9.9. 23,338 SQ.FT. (0.54 AC) c,) ,w � 1(F� \ TOTAL: 69,564• SQ.FT. (1 .60 AC) \` \ \, LOT COVERAGE: \ REQUIREMENT: 20% MAX (5,0 r t.02 SQ.FT.) ` \y, EXISTING: 6.63% (1,672 SQ.FT.) --� --- �, \ �` o° PROPOSED: 7.16% (1,806 SQ.FT.) JEFFREY T. BUTLER, P.E. 'a\\` FROWN YARD SETBACK: � 0 o, REQUIREMENT: 50' MINYI \� �\ EXISTING: 123.44 d- \ \ PROPOSED: N/C r' v \\ (� IL (� m `\ SIDE YARD SETBACK: . . O W z p REQUIREMENT: 15' MINA z Q = CU p } EXISTING: 37.41 O _-, :2 - _ o z O %`\ PROPOSED:- N/C \ TOTAL SIDE YARD SETBACKS: LAND NOW OR REQUIREMENT: 35' MIN < j\ \ \ FORMERLY OF: (� Q i �\ DIGKERSON 4 EXISTING: 129.86' p'"' C) a \ TFEINBER zt : . p \ REAR YARD SETBACKS: p C p\ , AKS: C)� � 0 O \ REQUIREMENT: 50' MIN ��� °` EXISTING: 104.78' p °2�A2o" PROPOSED: N/C z° In Ol VA `\ \ PAGE : SITE PLAN \ � � N. .........30 O 15 O 30 60 CO120 3 150 G1�N GRAPHIC 5GALE OF I §RR312 DESIGN CRITERIA: NOTE: THESE DRAWINCaS ARE INCOMPLETE WIITHOUT DETAIL SHEETS (ADDENDUM TO ORAWINCs SET). GUARDSSCOPE OF SU5MITTAL: WIND SUBJECT TO DAMAGE FROM §RR312.1 Guards required.Porches,balconies or raised floor surfaces WINTER AIR ICE SHIELD USE/ located more than 30 inches(762 mm)above the floor or grade below shall GROUND SEISMIC FROST have guards not less than 36 inches(914 mm)in height. Open sides of SNOW DESIGN LINE SPEED EXPOSURE DESIGN EEZING UNDERLAYMENT FLOOD LIVE DEAD ROOF UPLIFT LOAD WALL SHEATHING OCCUPANCY HEIGHT FIRE AREA TYPE OF stairs with a total rise of more than 30 inches(762 mm)above the floor or SECOND FLOOR EXPANSIOIN OVER EXISTINCs grade below shall have guards not less than 34 inches(W mm) LOAD (MPH) CATAGORY CATAGORY WEATHERING DEPTH TERMITE DECAY TEMP INDEX REQUIRED HAZARDS LOAD LOAD SUCTION LOAD CLASSIFICATION CONSTRUCTION FIRST FLOOR SPACE. FIRSII- FLOOR DINING AREA ADDITION. inheightmeasured vertically from the nosing of the treads. MODERATE SLIGHIr TO FROM 1998 PERIMTTER EDGE ZONE ■ 31.2 pef EDGE ZONE - 29.1 pet „ FIRST FLOOR ■ glo SQ.Ft. §RR312.2 Guard opening limitations.Required guards on open 45 pot 120 B C SEVERE 36■ TO HEAVY MODERATE FIl 599 YES FIRM MAPS `� pefF2Oet INTERIOR ZONE III, 29.6 pot INTERIOR ZONE ■ 24.6 of TYPE V PROPOSED ACTIVITY IS CONSIDERED AN ADDITION sides ofstairways,raised floor areas,balconies and porches shall have p D 23-0 SECOND FLOOR ■ 398 SQ.FT. ACCORDING TO APPENDIX; J, SECTION AJ3O6 OF intermediate rails or ornamental closures that do not allow THE NYS MODE passage of asphere 4 inches(102 mm)or more in diarneter. TABLE R301.6 TABLE R301.5 TABLE R301.71 EXCEPTION:The triangular openings formed by the riser,tread MINIMUM ROOF LIVE LOADS IN POUNDS-FORCE and bottom rail of a guard at the open side of a stairway are permitted to be of such a size that a sphere 6 inches(152 mm)cannot pass RIDGE VENT PER SQUARE FOOT OF HORIZONTAL PROJECTION MINIMUM UNIFORMLY DISTRIBUTED LOADS CPSI� ALLOWABLE DEFLECTION OF through. SHINGLE RIDGE CAP RIDGE STRUCTUTUAL MEMBERS TRIBUTARY LOADED USE LIVE LOAD AREA IN SQUARE FEET ALLOWABLE 2001 NEW YDRK STATE CODE: EXHAUST AIR FOR ANY STRUCTURAL EXTERIOR GE IIOR BALCONIES 4o STRUCTUAL MEMBER DEFLECTION MEMBER KS SHINGLES-� PASSENGER VEHICLE GARAGES 50 c ROOF SHEATHING ITYP.) ROOF SLOPE O TO 201 TO OVER ATTICS WITHOUT STORAGE 10 RAFTERS HAYING SLOPES GREATER THAN 3/12 V180 These plane have been drawn in accordance with FELT PAPER 200 600 600 WITH NO FINISHED CEILING ATTACHED TO RAFTER New York Building State Code, 2001 Edlitlon as20 adminletered by the Town of Southolld. FLAT OR RISE LESS THAN 4 INCHES PER FOOT ATTICSSTORAGE 4 INTERIOR WALLS AN 20 16 12 ROOMS OTHER THAN SLEEPING ROOMS .¢r} D PARtICIANB H/I80 11,3) SLEEPING ROOMS 30 FLOORS AND PLASTERED CEILINGS 1_1360 RISE 4 INCHES PER FOOT (1:3) TO LESS THAN STAIRS 40 RARER 12 INCHES PER FOOT (1:1) 16 14 12 GUARDRAILS AND HANDRAILS 200 ALL OTHER STRUCTURAL MEMBERS V240 RISE 12 INCHES PER FOOT ll=U AND GREATER 12 12 12 EXTERIOR WALLS WITH PLASTER OR STUCCO H/360 ACTUAL FINISHED GRADE SEE DETAIL SHEET FOR FINISH MAY VARY DEPENDING ON HIGH WIND CONNECTION EXISTING GRADE CONDITIONS REQUIREMENTS EXTERIOR WALLS-WIND LOADeWITH BRITTLE V240 FINISHES • z RIDGE BEAM EXTERIOR WALLS-WIND LOADeWITH VI20 I FLEXIBLE FINISHES RIDGE VENT DETAIL NOTE: L■ SPAN LENGTH, H■ SPAN HEIGHT a A. THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.1 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN. PROPOSED DORMER 17-1 PROPOSED DORMER CONT RIDGE VENT CONT RIDGE VENT 13 AS HAT OOFING 14 )^ AS HAT OOFING — m to L -TOP OF PLATE "- + CONT RIDGE VENT �- - IQ --. - _ PROPOSED _ ENTRY _ - - - - - - - - - - - - - - - --- - -- - - -- --TOP OFSUBFLOOR - -- --TOP OF PLATE - - _ - - - U 1 X i PROPOSED GRILLES II- - L IN EXISTING WINDOUJS— NEW VINYL CEDARIMPRESSIONS, TYP, —I -- -- TOP OF SUBPLOOR —-- TOP OF FOUNDATION X �,, GRADE z CA T O GRADE UJ O N FRONT ELEVATION-ALT. RIGHT SIDE ELEVATION U_ Uj I _ = PLUMRF i r.riT1F1a ,T,10N ,E ENCsINEER: PROPOSED DORMER CE.R C;,- (`: �.,. /.''ICY CONT RIDGE VENT _R UvCO R V CONT. RID —, Jar{ YGLr' /7� i ; AOL Y10 OF 1% LEAD. ASPHALT ROOFING _ r TOP OF PLATE- CONt RIDGE VENT -- - --- III III Fij I iVAI'ER LINES NEED ��'C?r•ESSt�(�t -- dG BEFORE COVERT FLASH ALL G I JEI=FRET' T.15 TLER, P.E. INTERSECTIONS TEP�L 48 12T� — ;0 _ ALL COINSTF.". ."'("'I "!u''_1_ ° 1 -- -- 0! S HALT ROOFING- - - -. - •- � 1110 MEET THE IREQU ' i IE of i L_W PROPOSED - - - a OF NEVI/'Y`Oi�?,33T TE O FIRST FLOOR rLt ADDITION - LU Q a - - - - - - - - - - - - - - - - - _ -- TOP OF SUBFLOOR--_-- _ - - O U tj p LU -- - -- TOP OF PLATE-- -- - ----- — }- Q Z > Q O } z -- ERITIFICArIUt� c.71= O � � � o - — N I ING & CONNECTIO dS O O i;o REQUIRED. lU z Q - -- (L 0 cOL d O o TOP OF SUBFLOOR -- 10 It -- �r��►�l+`�� �� i� T! 'N � � � ' o ' TOP OF FOUNDATION GRADE - FF9—GRADE f- ■ 765-1602 8�.'1 1_0 4 P%j C)? Tf jE O a FOLLOWING IN'SPLOTIONS: u Q - 1. rOUNDAT!C)N - TVWrD RE<lU!i .j �` J FOR POURE'' CC'. "f?EI Ul�DERWRITERSCERTIFICATE \ /�'\ 2. ROUGH - FRAMING & PLJ!.'f JG -.REQUIRED REQUIRED ! 3. INSULATON 4. FINAL PLATE F0,rl ION '."U • � ' BE CO.,�PLETE FC.`i C.O. REAR ELEVATION LEFT SIDE ELEYATI0N OuCUPANCY OR � ALREQUIREMENTSCO1RUCTION SHAL Mi :T TvlE Or THE CO E- )F N,14 U8,E�IS UNLAl��FUL "?- YORK STATE. NOT RESPO iSIE �E FR O f DESIGN OR CONSTRUCTIO J lRORS. UVITHOUT CERT!�I'CAT�'-" I r i RUNOF OF, GrUI, ANIC CHAPTER 236 OF-THE TOW 'U01-. 4" VTR WALL LEDGEND PROPOSED IBATH SEE DETAIL SHEET FOR , ' ' ---- --------------- ``` � PROPOSED 2X6 WALL HIGH WIND CONNECTION � REQUIREMENTS ' LAV \ PROPOSED 2x4 WALL \ i SHOWER OPENING PROTECTION BY i EXISTING 2x6 WALL WOOD STRUCTURAL PANELS PERSUANT TO 1609.1.4, SEE SECOND FLOOR `\ i TO REMAIN FASTENING SCHEDULE ON ` 211 3" 211 �• DETAIL SHEET IN THIS SET EXISTING 2x4 WALL TO REMAIN CONTRACTORS OPTION: INSTALL STRAPPING ON EXISTING WALL `_____:____________, OUTSIDE OF SHEATHING TO BE REMOVED EXISTING PLUMBING MAIN FLOOR FIXTURES TO REMAIN NOTE: EXTEND CHIMNEY AS REQUIIRED TO MAINTAIN 2 FOOT VERT SEP FROM ANYTHING WITH 10'0". FAI I c.o. 1 1 1 C.O, CIO. I 4„ ' TO AN APPROVED z SANITARY SEPTIC SYSTEM �i CAST IRON 44'Ott a HOUSE TRAP T p" 23' 10" 13f 2tr FLUM5ING RISER DIAGRAM (NTS) 4' 1" 7' 10" 811101 3'0" m w A w 8" DIAMETER 40'4" 1' 10" FIBERGLASS ----------- ----------- COLUMN, TYP: 2'61t 6'9" 17'5tt 11'2" 2'6" (PROPOSED - —- ANCHOR PER DETAIL SHEET w (COVERED ' 2X6 R.R._ 2X6 R.R. A' IENTRY I * I(o"O.C. I Q! • 16 O.C,3: ET * 8'fo°SILL HGT. rz I TW3052 ' ' 1068-3068-1068 ' TW3052-2 ' ♦ RAIL PER CODE J ' 2-1 3/4"x /S" M. . HDR. + 2-1 3/4"x 11 1/ " M.L. NOR. I 2-2X10 HD , INS 2x8 C.J. 1 LL 1 ' ' 1 ' .. ----------------------- ---------lA�-,i i PROPOSED DECK Lu / I O.C. 5/41X6" 2x10 R.R. 16" 01 2x10R.R 0 Ida JQ-1 DECKI w m (K -. + 0. (Q O r vi i I N o f Q O Co 1:12 PITCH 1:12 PITCH r 1 CIO ' AJ i ' cn r- ; r I , , ' - , 0. r ^ cn , 11 PROIrQSED DINING ROOM - 1 p_. mm m 1 1 14 l�.l 0 OATH. CLG. 12'O" ` ' N ♦ X Q M $ i '^ �, c 1 N f tr W 23 2 3-2X4 POSTci I 1 10,019 ' EXISTING TW3046 2030 TW3046 OVL TW3046 N Q- - - -_ - - _- -_- - - - -_ -_ _- 2-I 3/4"x I) 1/8" M.L. HDR. FILL IN WINDOW 2-2XIO HDR. \ 2-2XI HDR, PROPOSED 8'0" HIGH WALL 2 2X10 HDR, 2-2 10 HDR. 1 OPENING, PATCH WALL I 'u11 PROVIDE MECHANICAL VENT( ION I o I611 O C. I *'16r / L11 IN BATHROOM(15 CFM) D \ (LAYOVER),(LAYOVER)� r�r' EXISTING I CCL. I EXISTING BEDROOM BATH � � I \ EXIST NG KNEE ALL TO BE REMOVED o TO BE RENOVATED ENGINEER: U N 9'6" CLG. HGT. WE" r� ----T---------'—---------r------_a------f---------------- -- _------------- ---------------------------------- --------1---- 0. ' � s D C7 :D 0.'' �� EXISTING LOFT EXISTING to EXISTING KITCHEN EXIST. BEDROOM * I ` #I /' TO BE RENOVATED 4X `^ I 0 ;; :ti+,I�;;;•i;,;,`. XISTIN W;f , \ I i CATH cw' Fi V I �i ;• .;,_y `� L? v EXISTING w I \ I / �_,__—_ (>t � 3-2X T TO POST RIDGE BOTTI�C�F RIDGE,\ e e ® I JEFFREI' 'T:`BUTLER, P.E. WRAR,W/PINE \ - - - - - - - - - - - - - - - - - - - - - - - - - - EXISTIN EXISTING EXISTING RIDGE _ - - _ - _ _ _ __ 2-I 3/4" X 14" LV RIDGE - - o`to \, - - - - - - - - - i - - - - - - - - - - - - - - - - - \ i3 , 1 ROPOSED �'�/,\\ - - - - - - - - - - - - - - - - 1 - - - - - - - - - CLO.- FRAI'E W�,I' t0_R.R._ 2-2J�" - I .. 61OINE OF FLOOR ABOVE ' _ I I z 2'7"XQ I2'10" i 7 10'L I I 1 R. �� '1.J lUc F OPOSED OPO `/ Oz 13� _ � ,yC OM �n i ASTER I I UEXIST. O O (11 . S O ; BATH Q `>—I GLO H :9 (L ----- lu EXISTING LIVING ROOM EXISTING '`� 0. VAL _ ,S , „`3 � �ry - VAL � � � 9' iC-Ls�. NGT.' _ -- - Q w } z w a __ • th �J+ OPEN TO ABOVE +v `" BEDROOM Qi fz` PROPOSED DORMER Qi X U N z ,z z N (X`� CENTER BETWEEN a`� -.9 2 0' Q ,6t o -i 1i Q' - ."'-+ Q Q u (- xX xx - -�� U O Q di ~ ' W EXISTING BEAMS W w -2X10 X p F n� N i a N co cXv 0 Q I— 0 ET6 i3 (1 i Q p 0 �/ � EXIST ' FRAME OFF 3-2XI0+ DR. \ O � � o i �ti � � ' 2-1 3/4"x 11 1/5" M.L HDR. ; , 2XIO R.41 IN 1 OEM= R-R 16, }- O —I- EXISTING TBR EMSTIN ft- 0. E)U I G EXISTING `. CTN28 : �. ~ u- EXISTING LL BELOW I O 1 2X6 R.R. ua 2X6 R.R. p I .TW2846. PROPOSED 30-31042-20 BAY WINDOW IS I* I~6 Gt p * I��I LOW PLAtE (6'O" +/-) d� ALIGN WITH NEW DORMER ABOVE _ � I s— (CENTER ON PEAK) (VERIFY SILL AT 32 A.F.F.) 1 I� iPROPOSED �� - -I- - J COVERED ENTRY U n 8 DIAMETER - - - - - 5/411xb" - FIBERGLASS STAR AND RAILDECKING-1- 4 0tt "4 0 4 0 ' 4 6 COLUMN, TYP. ANCHOR PER DETAIL SHEET PER CODE 1 8>ptt 3>2tt 8f btt 7f 2tt • PAGE & 2 Of E� i i §RR406 §RR315 RR310,1.1 Minimum opening area. All emergency escape and rescue FOUNDATION WATERPROOFING AND DAMPPROOFING HANDRAILS openings shall have a minimum net clear opening of 5.1 square feet (0.530 TA5LE R402,2 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL §RR406.1 Concrete and masonry foundation dampproofing.Except where §RR315.1 Handrails.Handrails having minimum and maximum heights of 34 m2)• MINIMUM SPECIFIED COMPRESSIVE required to be waterproofed by§RR406.2,foundation walls that retain inches and 38 inches(864 mm and 965 mm),respectively,measured vertically earth and enclose habitable or usable spaces located below grade shall be from the nosing of the treads,shall be 1provided on at least one side of EXCEPTION: Grade floor openings shall I have a minimum net clear STRENGTH OF CONCRETE dampproofed from the top of the footing to the finished grade. Masonry stairways. All required handrails shalll be continuous the full length of opening of 5 square fast (0.465 m2). FOR WALL OPENING PROTECTION O F 120 MPH 3-SECOND WIND GUSTS walls shall have not less than 3/8 inch(9.5 min)portland cement parging the stairs with two or more risers from a point directly above the top MINIMUM SPECIFIED ( MAXIMUM MEAN ROOF HEIGHT: 35') applied to the exterior of the wall. The parging shall be dampproofed with riser of a flight to a point directly above the lowest riser of the flight. RR310.1.2 Minimum openlrig height, The minimum net clear opening height a bituminous coating,3 pounds per square yard(1.63 kg/m2)of acrylic Ends shall be returned or shall termim a in newel posts or safety COMPRES I V E STRENGTH (F C) modified cement,1/8-inch(3.2 mm)coat of surface-bonding mortar complying terminals. Handrails adjacent to a wall(shall have a space of not less shall be 24 inches (610 min), with ASTM C 887 or any material permitted for waterproofing in§RR406.2, than 1.5 inches(38 mm)between the wall and the handrail. I�EA-r�"IER(NN�S POTENTIAL Concrete walls shall be dampproofed by applying any one of the above fisted RR310,L3 Minimum opening width. The minimum not clear opening width r dampproofing materials or any one of the waterproofing materials listed in §RR315.2 Handrail grip size.All required handrails shall be of one of shall be 20 Inches (508 mm), TYPE OR LOCATIONS OF §RR406.2 to the exterior of the wall. the following types or provide equivalent graspability. STRUCTURES NEGLIGIBLE MODERATE SEVERE • nc SHUTTER AS S E M B LY §RR406.2 Concrete and masonry foundation waterproofing.In areas where a Type I. Handrails with a circular cross section shall have an outside RR310,1.4 Operational constraints, Emsr� y escapeE and rescue CONCRETE ' \ high water table or other severe soil-water conditions are known to exist, diameter of at least 1-1/4 inches(32 mrm)and not greater than 2 inches openings shall be operational from the Inside of the room without the Lisa BASEMENT WALLS, FOUNDATIONS AND OTHER CONCRETE NOT 2,500 2,500 2,500 •. exterior foundation walls that retain earth and enclose habitable or usable (51 mm). If the handrail is not circular it shall have a perimeter of keys or tools, EXPOSED TO THE WEATHER N.T.S. 1 spaces located below grade shall be waterproofed with a membrane extending dimension of at least 4 inches(102 mum)and not greater than 6-1/4 inches FOR PANEL SPANS: IN. from the top of the footing to the finished grade. The membrane shall (160 mm)with a maximum cross secttion dimension of 2-1/4 inches(57 mm). I BASEMENT SLABS AND INTERIOR SLABS ON GRADE, EXCEPT 2,500 c 0<4'0 WIDE SPAN I consist of 2-ply hot-mopped felts,55 pound(25 kg)roll roofing,6-mil GARAGE FLOOR SLABS 2,500 2 500 •' \•' (0.15 mm)polyvinyl chloride,6-mil(0.15 mm)polyethylene or 40-mil(1 mm) Type 11. Handrails with a perimeter greater than 6-1/4 inches(160 mm) I polymer-modified asphalt. The joints in the membrane shall be lapped and shall provide a graspable finger recesls area on both sides of the BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR WALLS AND sealed with an adhesive compatible with the waterproofing membrane. profile. The finger recess shall begin.within a distance of 3/4 inch OTHER VERTICLE CONCRETE WORK EXPOSED TO WEATHER 2'600 3,000° 3,000° I (19 min)measured vertically from the tallest portion of We profile and 23/32"APASPAN-BAITED 48/24 SHEATHING GRADE PLYWOOD •' EXCEPTION:Organic solvent based products such as hydrocarbons, achieve a depth of at least 5/16 inch(S mm)within 7/8 inch below the PORCHES, CARPORT SLABS AND STEPS EXPOSED TO THE (OVERLAP AROUND(DPENINGS 4") I chlorinated hydrocarbons,ketons and esters shall not be used for ICF widest portion of the profile. This required depth shall continue for at WEATHER, AND GARAGE FLOOR SLABS 2,500 3,0000'° 3,500°'° I walls with expanded polystyrene form material. Plastic roofing cements, least 3/8 inch(10 mm)to a level that:is not less than 1-3/4 inches ASSEMBLY: •,�' I acrylic coatings,latex coatings,mortars and pargings are permitted to (45 mm)below the tallest portion of the profile. The minimum width of FOR Sk 1 POUND PER SQUARE INCH ■ 6.895 KPA, ATTACHING STRUCTiURAL PANEL:FASTEN TO BUILDING w/ be used to seal ICF walls. Cold setting asphalt or hot asphalt shall the handrail above the recess shall be.1-1/4 inches(32 mm)to a maximum A, AT 26 PSI. #10x3"(w/WASHERS;)GALVINIZED OR STAINLESS STEEL I 1 conform to type C of ASTM D 449. Hot asphalt shall be applied at a of 2-3/4 inches(70 mm). Edges shah have a minimum radius of 0.01 inch B. SEE TABLE R301,2(1) FOR WEATHERING POTENTIAL, WOOD SCREW @ 16"O.C. I I temperature of less than 200 degrees. (0.25 mm). C. CONCRETE IN THESE LOCATIONS THAT MAY BE SUBJECT TO FREEZING AND THAWING ALTERNATIVE FASTMER FOR SHUTTER TO BUILDING: I I s' §RR406.3 Dampproofmg for wood foundations.Wood foundations enclosing DURING CONSTRUCTION SHALL BE AIR-ENTRAINED CONCRETE IN ACCORDANCE WITH FOOTNOTE D, #10 TEE NUTS ATTACHED TO BLDG.w/#10xl-1/2 (W/WASHERS) I I habitable or usable spaces located below grade shall be dampproofed in §RR316 D. CONCRETE SHALL BE AIR ENTRAINED. TOTAL AIR CONTENT (PERCENT BY VOLUME OF CONCRETE) MACHINE BOLT @ 12!"O.C. accordance with§RR406.3.1 through§RR406.3.4. GUARDS SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 1 PERCENT, •,r I \ I §RR406.3.1 Panel joint sealed.Plywood panel joints in the foundation §RR316.1 Guards required.Porches,balconies or raised floor surfaces E, SEE SECTION R402.2 FOR MINIMUM CEMENT CONTENT. C6 located more than 30 inches 762 min I above the floor or de below shall z walls shall be sealed full length with a caulking compound capable of ( ) \ ,s' I producing a moisture-proof seal under the conditions of temperature and have guards not less than 36 inches(914 mm)in height. Open sides of m • I ' moisture content at which it will be applied and used. stairs with a total rise of more than 30:inches(762 mm)above the floor or I grade below shall have guards not lessi than 34 inches(864 mm) a §RR406.3.2 Below grade moisture barrier.A 6-mil-thick(0.15 mm) in heightmeasured vertically from the rnosing of the treads. IN. I polyethylene film shall be applied over the below-grade portion of IN. exterior foundation walls prior to backfrlling. Joints in the §RR316.2 Guard opening limitations.(Required guards on open IN, ,, polyethylene film shall be lapped 6 inches(152 min)and sealed with sides ofstairways,raised floor areas,balconies and porches shall have I adhesive. The top edge of the polyethylene film shall be bonded to the intermediate rails or here 4 inc ornamental min es that do not allow more in diameter. „ , I,, • sheathing to form a seal. Film areas at grade level shall be protected passage P ( ) 23 10 13 2' Ia1 from mechanical damage and exposure by a pressure preservatively treated EXCEPTION:The triangular oope nigs formed by the riser,tread VERIFY DIM IN FIELD lumber or plywood strip attached to the wall several inches above finish 1 grade level and extending approximately 9 inches(229 mm)below grade. and bottom rail of a guard z the open,side of a stairway are 20'4" 3'6" 1 I The joint between the strip and the wall shall be caulked full length Permitted to be of such a size that a splhere 6 inches(152 min)cannot pass I I I prior to fastening the strip to the wall. Other coverings appropriate to through. 1 Ie1 the architectural treatment may also be used The polyethylene film 1•I' MULTIPLE SECTION ASSEMBLY: shall extend down to the bottom of the wood footing plats but shall not w I I I 1 1/4" THICK BOLTS * 2' OC overlap or extend into the gravel or crushed stone footing. Baekf III shall not be plaeecl against the Q I wall until the wall has sufficient strength 1 I I I I §RR406.3.3 Porous fill.The space between the excavation and the I VERIFY HEIGHT OF FOUNDATION m ` P and has been anchored to the floor above, foundation wall shall be backfrlled with the same material used for or has been Buff Iclently braced to prevent damage i TO ENSURE FLUSH TRANSITION 0 footings,up to a height of 1 foot(305 min)above the footing for well- -----------------i BETWEEN EXISTING AND PROPOSED bhe ae I 1 drained sites,or one-half the total backfill height for poorly drained y t bkft II (Section R4iO4,1,�) 18„ DIA TO UNDISTURBED SOIL 1 FINISHED FLOORS I I 1 I sites. The porous fill shall be covered with strips of 30-pound(13.6 -----------------i P.C, PIER WITH 6x(o ACQ I 11 I I kg)asphalt paper or 6-mil(0.15 mm)polyethylene to permit water seepage ' POST TO DECK GIRDER. 1 11 1 1 I while avoiding infiltration of fine soils. i STEPS TO GRADE tt1 """-""'-"-- ANCHOR PER DETAIL I 1 11", §RR406.3.4 Backfill.The remainder of the excavated area shall be PROVIDE ANCHOR BOLTS AT EACH CORNER SHEET, TYP. AS REQUI ZED J' 10, I backfilled with the same type of soil as was removed during the SIMPSON PH05 (TYP'ICAL) - SEE DETAIL SHEETS _ _ MAINTAIN 3" CURB.,, I ( 1 I I I 1 I excavation. PROVIDE 5/6' ANCHcR BOLTS 36" O.C. MAX, 2-2x10 ACQ '�\ I I ( I 1 I I I WITHIN I' OF EACH SPLICE IN SILL PLATE '\ i GIRDER -1 �\ i , PROPOSED 8" THICK BY '1'2" (+/-) I I I DRAIN T DRYWELL SHUTTER ASSEMBLY I I 1 I SEE DETAIL SHEET FOR INSTALLATION -' a HIGH P.C. FOUNDATION ON I ,I; •I 1• N,T,S, Id1' I i 1 ; 8"x16" POURED FOOTING FOR PANEL SPANS: 1 1 I 1 • ' ' BEAM POCKET 4' t>'R WIDER SPAN 1 1 I I I I A i / \ GROUT SOLID A _2X8 ACQ LED ER -i - ----------------------------- - ---------------- - LO.DEGiCABOVE _ 1 I 11 , - ------------- - ------- -- I 3'0" a 1 I I lo 'er, IV',, 1.1' 1 I ------------- ------ ----- ER I 1 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 I I 1 I ' ' • 1 11 -2x10 ACQ CsIRDek- 212x10 ACQ GIRD !--`4-2x1O ACQ OE 1 ' 1 I u 3 CURB - - - - - - - (OVERLAP AROUND OPENINGS 4") I 1 1 _ ----_-_ + I .__________________� �___� ____________ __________ ______r_________________________� v _I___________ ___� ____________ PRO RB II 2x4 STRONG-BACIKS o 24" OC ,'• I•I, LO. EXISTING FLOOR ABO-- " ; W ---------------------------_----+-_---, , , 4 4 4 4 4 6 11 1 ; ; _ - 3-I 3/4"xll V8" GIRDER — i i , ASSEMBLY: 1 1 1 D• __ I - I -_ .4 12 DIAMETER P.C. PIER, 1). PREASSEMBLE' PLYWOOD TO 2x4'S: • 10x3" (w/ WASHERS) GALVINIZED OR 1 ' ' BEAM POCKET f U � cal I i °e � � I i 36" MIN BELOW GRADE W/ � STAINLESS STEEL WOOD SCREW A 12" O,C. GROUT SOLID WITH ER, ACQ POST TO 0 ° i 3 1/2 STEEL COLUMN ' 1 1 ,�' r t 2). ATTACHING STPRUCTURAL PANEL: FASTEN TO BUILDING w/ l•I, - : „ � 11 GIRDER, ANCHOR PER {--- — 1-- slOx3" (w/ WASHERS) GALVINIZED OR STAINLESS ST££L 'D' a 30 x30 x12 POURED I r� I ' ' DETAIL SHEET, TYP, WOOD SCREWI ® 16" O.c, �: ; ; CONCRETE FOOTING ; �-7/ s ; ° ; � - : � cA N� irt� U. I ALTERNATIVE FA85TNER FOR SHUTTER TO BUILDING: 0O I + a 010 TEE NUTS AT1fACHED TO BLDG, w/ •IOxI-1/2 ( W/ WASHERS) z MACHINE BOLL + 12" O.C, ANCHOR AND BOND NEW TO EXISTING i a i i i i Q ' Q w WITH-" 4 BARS i v' i i i 4 STEP FOOTING AS REQUIRED I �' O,C.`T/>=RT ' °° ' ' TO MAINTAIN 36" DEPTH e ; ; PROPOSED CELLAR - I i FOOTING 30 DEG. MAX. ALL FLUSH CONNECTIONS Q •--- - ------------- `------------------------------------ --------J--------------------' `-----------Zx8 LGQ �,1=Des ---------- ---T+ ---�---------- ' EXISTING 8" THICK BY 111 12" (+/-) HIGH L L1 ANCHOR AND BOND BLOCK FOUNDATION WALL NEW TO EXISTING 1 WITH • 4 BARS 1 I U 12" oz. VERT ; ; ENGINEER: 1 1 ■ I• I `` 1 1 I 1 1'✓ 'N�1:U U�PPP 0 co CONT RIDGE VENT 21 3/4" X 11 1/8" M.L. RIDGE ' ' 1 I O EXISTING CELLAR 2x10 RAFTERS in" cox SHEATHING 154 FELT i i W ' ' ��"t` 07;1f�caJ,� ASPHALT ROOF SHINGLES R-30 INSULATION 12 CONT RIDGE VENT i i i i iOFCS ROOF VENTILATION 1.300 OF THE INSULATED ' ' ; ; JEFFREY T. BUTLER, P,E. 1/2" GWB CEILING AREA UNIFORMLY DISTRIBUTED EXISTING GIRDER EAVE PROTECTION TO EXTEND FROM THE EDGE OF ' ' _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — ' 9 THE ROOF, 36" UP THE SLOPE BUT NOT LESS THAN 12" BEYOND R-30 INSULAT - � - - - T - - - - - - - - - - - - - - - - - - - - - THE INTERIOR FACE OF THE EXTERIOR WALL BAFFLE AS REQUIRED FOR ROOF VENTILATIONIL I I I 1 I I 1 I I 1 TOP OF PLATE—- -— I z 1 1 U c MATCH EXISTING OH W W u ro AND TRIM, PROVIDE CONT SOFFIT VENT 1/2" GWB I : jc, I I I 1 N 1 1 1 1 W } o 2x6 STUDS V I 1 O0 R-21 INSULATION i i I Z I i i Q +� fs 'Cr 11I6" OSB SHEATHING ; ; `D TYVEK SHEATHING I I I 1 VINYL SIDING ' ' ' ' art 'A V T O I I I „ z -ir- 1r ; 3/4" SUBFLOOR TOP OF SUBFLOOPR — - TOP OFFOUNDATIODN — - LR-30INSULATION ' ---------------------------------------It - ------t----------------------------------------------------' 1— `-----------------------------------------------------------�---- ZWgrkQi -- --------------------------------------------------- PITCH GRADE 1 Cl" in Z iv PITCH GRADE i� AWAY FROM " EXCAVATED CELLAR °� AWAY FROM �I._ _4 O t FOUNDATION +' NOTE: LAYOUT ROOF ABOVE TO , FOUNDATION \ 2-2x GIRDER V • DETERMINE EXACT LOCATION I -1-10 B \ ALONG FRONT WALL • � , LO,DEG ABOVE 2-2x6 ACQ SILL 3' 1" 3' 1" ., 5/8" ANCHOR BOLTS * 36" Oz. SILL SEAL i TOP OF FOOTING — - -— ►• 4" SLAB a• TERMITE SHIELD 18" DIA TO UNDISTURBED SOIL '. • 8N CONC. FOUNDATION CENTER ON P,C. PIER WITH bx& ACQ • 8 x16 CONC. FTG. FOUNDATION POST TO DECK DAMPROOF BELOW GRADE DOOR ABOVE ANCHOR PER DETAIL • PAGE SHEET, tYP. sEc-rIoN A A of FACE OF FOOTING 2x4 CONTINUOUS LATERAL BRACE AT 6' O,G, TRUSS OR CEILING JOIST 2-10d NAILS GABLE END TRUSS w u1 W N I V i i I 10-8d .4 __2 NAILS H/3 BUT NEED NOT H 5d COOLER NAILS AT 10" O,G. y � EXCEED 40 FT. MAX, 2"x4" ]BLOCK NAILED TO BRACE WITH 4-10d NAILS EACH H/2 BUT NEED NOT EXCEED 15 FT. MAX, GYPSUM BOARD \/ / 56 COOLER NAILS AT I" O,G, 20 GAUGE STRAP o //I O// 10-Bd NAILS � FOUNDATION CLEARANCE FROM SLOPES FIGURE R403,1. 1 ENDWALL stubs �f ENDWALL JOIST GABLE E�IDWALL IBRACING I�i w � A A (WFcM FIGURE 3,(oa) � BLOGKIN � BLOGKINI EXTERIOR OR BEARING WALL secTloN a-A � TOP PLATES \ FLOOR BRACING AT END BAYS STUD II ' /FC:+ NOTCH GREATER THAN (WM FIGURE 3.6b) - 50go OF THE PLATE WIDTH 16d NAIL AT 24" oz. GYPSUM BOARD BORED HOLE MAX DIAMETER 60% 16 GAGE (0,054") AND 1.5" WIDE , OF STUD DEPTH METAL TIE ACROSS AND TO EACH SIDE OF THE NOTCH WITH 8-16d 5/a" MIN, TO EDGE NAILS EACH SIDE (v 5/8" MIN, t0 EDGE WOOD STRUCTURAL PANEL 3!F-. INSTALLED IN ACCORDANCE 111 t-' Sd NAIL AT 6 O,G, ff to NOTCH MUST NOT EXCEED O WITH NAILING SCHEDULE EDI r N " O.G. TALL PANEL EDGES) (TABLE 3.1, WGFM HIGH WIND TION) }— � TOP PLATES 8d NAIL AT 4 = t-; 40% OF STUD DEPTH Sd NAIL AT 12" O,C, ON ALL � (I)y' � co FRAMING MEMBERS NOT ATcq PIPE PANEL EDGES O �Q 12" MAX, (a) OUTSIDE CORNER DETAIL X BORED HOLES SHALL NOT— NAILS BASED ON O tu BE LOCATED IN THE SAME Mzcz CROSS SECTION OF GUT OR SHEAR WALL REQUIREMENTS NOTCH IN STUD TOE' PLATE FRAMING TO ACCOMMODATE PIPING Sd NAIL AT 6" O,C, GYPSUM BOARD Q (ALL PANEL EDGES) N Q' DIAPHRAGG-2 M M CENTER 2x BLOCKING +j I�I �- OTCf' ING AND 50RED HOLE LIMITATIONS REQUIRED ON SHEATHING JOINT J� WALLS I 15/32 WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANEL FOR INTER]OR NON5EARING WALLSAr-ON GABLE FACE AND ON WALL BELOW INSTALLED IN ACCORDANCE BASED ON SHEARWALL REQUIREMENTS 16d NAIL At 24" O.G. WITH NAILING SCHEDULE ENGINEER: (WFcM 1995 SSC HIGH WIND EDITION, 3.3.b) (TABLE 3.1, WCFM HIGH WIND EDITION) RAFTERS AND CEILING GABLE ENDWAL.L•, BALLOON FRAMING FRAMING MEMBERS AT PANEL � �,. `PVT JOISTS OR APPROVED I I EDGES AND 12" D,G. ON ALL -,( �g r� "�� o ti ROOF TRUSS PREFERRED METHOD FRAMING MEMBERS NOT AT � r! PANEL EDGESQD TOP PLACE- (b) INSIDE CORNER DETAIL '`. `�0Th9`�•/ � SECOND STORY �n-- r TOP PLATE SEE DRILLING A1ND z?0) � NOTCHING PROVISIONS EXTERIOR CORNER FRAMING ir - -.-f" JOIST IS PERMITTED t0 BE CUT OR NOTCHED WALL STUD- JEFFREI' T. BUTLER, P.E. TOP PLATES FLOOR JOIST- BETWEEN THESE LIMITS SEE DRILLING AND \ BOTTOM PLATE SEE DRILLING AND NOTCHING PROVISIONS 9 NOTCHING PROVISIONS WFGM SECTION 31,4,111 m WFGM SECTION 3,3,1,1,1 I/3 SPAN r 1/3 SPA I� JOIST ENDS TO BE � i BLOCKED AGAINST WALL WALL O SCUD -,- it ROTATION IN ACCORDANCE ROOF FRAMING DOUBLE TOP PLACE z a WITH WFGM 3,3,1,3-CND RESTRAINT BAND JOIST AND BRIDGING BLOCKING AND 3.3,1.4 BRIDGING JU !ll O Q Tus — Q BORED HOLE MAX TOP PLATE �'- DIAMETER 4090 OR BLOCKING SEE WFGM SECTION 3.3 z 0 OF STUD DEPTH R PPLE STUDS 21" CLEARANCE 30 Q lU z m n BEARING -STUD TO RAFTER CONNECTION Q QC 4 5/S" MIN. TO EDGE WALL HEADER OR FLOOR TO FLOOR CONNECTION O �4' CLEARANCE U �1 DEPENDING ON CONDITION, SEE ix FRONT OF 5/8 MIN. TO EDGE DETAILS ON SHEET 1 OF 1 THIS SET oPENiN� Q O � � O LAP JOIST 3 IN, MIN. HEADER TO STUDS LAVATORIES LU Z � r BOTTOM PLATE WATER SHOWER NOTCH MUST NOT EXCEED BAND JOIST V NO H STUD DEPTH OR BLOCKING FULL LENGTH CLOSET O � 3 O o 0 NOTCHES SHALL NOT BE JOIST ; HEADER SCUDS WALL STUDS W a,LL OR BIDET u SILL PLACE 15" 15° WALL (L/ 1 LOCATED IN MIDDLE ONE-THIRCJ NOTE: OF STUD LENGTH CRAWL SPACE SUBFLOOR UPLIFT CONNECTION IS REQUIRED n }� N � E IF HOLE IS BETWEEN 40`� AND 60go OR BASEMENT --------------------- 11- _ At EACH END OF HEADER AND TUB V O OF STUD DEPTH, THEN STUD MUST BE . FOUNDATION . - 7 -7 T---T T--- T-- , N BORED HOLES SHALL NOT DOUBLE AND NO MORE THAN TWO ' ' ' ' ' ' AT ADDITION T OF HEADER STUDS IN i BE LOCATED IN THE SAME S U S ARE DOUBLED i i N�i UPLI�' i i ADDITION TO CONNECTORS AT � GROSS SECTION OF CUT OR SUCCESSIVE T D i i CG�1�INEG�(,� i i WALL STUDS AND AT COP AND U a AND s0 BORED BOTTOM OF CRIPPLES 21" CLEARANCE 21" CLEARANCE NOTCH IN STUD IN" PLATFORM FRAMING INTERMEDIATE TUD TO PLATE TUB ON NOTCHING AND BC)RED HOLE LIMITATIONS SEARING WALL E LSTA 18 W11 HEADER t0 STUDS: USE LSTA 18 W/14 10d NAILS WALLS /� WALLS I C, I ' ' STUD TO PLATE/FOUNDATION: PAGE : FOR EXTERIOR WAL.L.S AND IBEARING WALLS TYPICAL WALL FLOOR AND ROOF FRAMING (OPENINGS LESS THAN FEET): USE DSP W/S 10d NAILS IN STUD AND 4 10d NAILS IN PLATE (OPENINGS GREATER THAN 6 FEET): ADD PHD5 AT KING STUDS (2 TOTAL), INSTALL PER DETAIL SHEET "1 WATER CLOSETS (WFCM 1995 65C HIGH WIND EDITION, 3.3.b) TYPICAL FRAMING ,AND UPLIFT FIGURE R301.2 4 Of E� CONNECTIONS FOR OPENINGS MINIMUM FIXTURE CLEARANCES (TABLE 3,10 WFCM HIGH WIND EDITION) 120 MILE PER HOUR ZONE - NAILiNG SCHEDULE ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS GENERAL NOTES: (120 MPH 3-SECOND GUST = 100 MPH FASTEST-MILE WIND SPEED (PER TABLE R3-1,2,1,3ll (TABLE 3,1, WFCM HIGH WIND EDITION) The design of this structure is based upon the prescriptive approach using the 1.All work shall be performed In accordance with all state, Wood Frame Construction Manual, High Wind Edition (WFCM)published by The American Forest municipal,local zoning and building codes and ordinances SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAiL SPACING and Paper Association. (2001) having jurisdiction and best standards of construction (SEE NOTE 1) (INCHES O,C,) OR PANEL SIDING FOR 8d COMMON NAILS •o JOINT DESCRIIPTION NUMBER OF NAILS NAiL SPACING Non-structural elements are based upon The New York State Residential Code-January 2007 practice (SEE NOTE 3) (INCHES, O,C,) For the Climatic and Geographical Design Criteria,see Table R301.2(1)on cover sheet. The American Institute of Architects Conditions shall apply E 6 All non-engineered lumber to be Douglas Fir#2 or better to all work performed on this project. 4 PERIMETER EDGE ZONE fro ROOF FRAMING Wind Limitations-Section R301.2.1 o Design Criteria-Section R301.2.1.1 (See Table R301.2.1.2 for Wind-Borne Debris Protection 2.The Codes Contractor shall verify all conditions at the site. Any F 6 4-Sd PER RARER discrepancies must be brought to the attention of the Engineer RAFTER TO TOP PLATE (TOE-NAILED) Fastening Schedule For Wood Structural Panels) prior to commencement of construction. The Contractor shall be E 6 4-8d PER JOIST Dead Load-Section R301.3 responsible for corrections not reported once he has started work INTERIOR ZONE Iro CEILING JOIST TO TOP PLATE (TOE-NIAILi�) Live Load-Section R301.4 F 12 (SEE NOTE 2) ' Light and Ventilation-Section R303 except for hldden�job conditions. ' CEILING JOIST 70 PARALLEL RAFTE1a (FACE-NAILED) 9-16d EACH LAP 3.Contractor shaill guarantee to the Owner that all materials and E 4 Minimum Room Areas-Section R304 equipment incorporated in the work will be new,and that all work GABLE ENDWALL RAKE AND RAKE TRUSS CEILING JOIST LAPS OVER PARTITIOiNS (FACE-NAILED) 9-16d EACH LAP Ceiling Height-Section R305 will be of good quality,free from faults and defects for a period F 4 •' Sanitation-Section R306 of one year from the date of the final Certificate of Occupancy. . COLLAR TIE TO RAFTER (FACE-NAILED) 6-Sd PER TiE Toilet Bath and Shower Spaces-Section R307 4.The Engineer shall not be responsible for the construction means, E = NAIL SPACING AT PANEL EDGES (IN.) . Glazing-Section R308 methods,techniqlues,sequences or procedures,or for the safety F ■ NAIL SPACING At INTERMEDIATE SUPPORTS IN THE PANEL FIELD (iN,) BLOCKING TO RAFTER (TOE-NAILECO 2-8d EACH END Garages and Carports-Section R309 precautions and programs in connection with the work,and he 2-16d EACH END Emergency Escape and Rescue Openings-Section R310 shall not be responsible for the contractors failure to carry out 1, FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH ' o RIM BOARD TO RAFTER (END-NAILEID) Exits-Section R311 the work In accordance with the construction documents. The SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. WALL FRAMING Landings-Section R312 Engineer shall not be responsible for the acts or omissions by ° Ramps-Section R313 the contractor. No changes shall be made in the documents '• Simpson Strong-tie TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16d (SEE NOTE 1) PER FOOT Stairways-Section R314 and/or the building as designed without the expressed written 2. TABULATED 12 INCH O,C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING o. Handrails-Section R315 consent of the Engineer. MEMBERS WITH G30,49, FOR FRAMING MEMBERS WITH 0,42LGZ0,49, THE NAIL SPACINGS SHALL BE 'o MTS30C OR CS16 11/4" 4-16d JOINTS - EACH SIDE Guards-Section R316 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 5.The contractor,and all subcontractors shall maintain continuous REDUCED t0 6 INCHES O,C, o COILED STRAP Smoke Alarms-Section R317 Insurance coverage including statutory policies(Worker '0o AT EACH ROOF RAFTER STUD TO STUD (FACE-NAILED) 2-16d 24" O,C, Foam Plastic-Section R318 Compensation,etc.)and general liability in an mount not 3. TABULATED fc INCH O,C, NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING 16d 16" O,C. ALONG EDGES Flame Spread and Smoke-Section R319 less that$5 million and automobile liability and damage MEMBERS WITH G30,49, FOR FRAMING MEMBERS WITH. 0.42tGtO.49, THE NAIL SPACINGS SHALL BE USE 8-16d NAILS AT HEADER TO HEADER (FACE-NAILED), Insulation-Section R320 coverage not less than$2 million. The Engineer shall be REDUCED TO 4 INCHES O,C, EACH END Dwelling Unit Separation-Section R321 a named insured on an and all policies. z TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2x4 STUD Y P p Moisture Vapor Retarders-Section R322 6.Provide copper termite shields over fibrous 3-16d PER 2x6 STUD Protection Against Decay-Section R323 insulation at all perimeter sills. 4, TABULATED 4 INCH O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING STUD TO ROOF RAFTER Protection Against Termites-Section R324 7.All wood in contact with concrete or masonry to be Wolmanized MEMBERS WITH G30,49. FOR FRAMING MEMBERS WITH 0,42ZGZ0.4% THE NAIL SPACINGS SHALL BE 1K 4-1rod PER 2x8 STUD Site Address-Section R325 Accessibility-Section R326 or pressure creosoted. REDUCED TO 3 INCHES O,C. BOTtOM PLATE t0 FLOOR JOIST, BANDJ0IST, ENOJOIST OR BLOCKING (FACE-NAILED) 2-16d (SEE NOTE 1,2) PER FOOT Flood Resistant Construction-Section R327 8.A single station smoke detector alarm device shall be installed CONNECTION in each bedroom„on all floors and shall be all interconnected per code. Simpson Strong-Tie FLOOR FRAMING Foundations-Chapter 4 9.All bathrooms without operable windows to be mechanically ventilated C916 14"COILED STRAP - as per New York State Code. JOIST t0 SILL, TOP PLATE OR GIRDIER (TOE-NAILED) 4-Sd PER J015t Design based upon presumptive load bearing values of sandy gravel and/or gravel at 3000 pounds 10.Heating to be designed to provide 70 degrees F.with outdoor 16" O.C. USE 4-8d NAILS per square foot. Contractor to consult Engineer if different soil materials are found upon excavation, designed air-temlperature of 0 degrees F.and 15 MPH wind. H4� AT EACH STUD, WRAP do BRIDGING TO JOIST (TOE-NAILED) 2-Sd EACH END or test hole,for alternative footing and foundation wall design. 11.All electrical work to be in accordance to the rules and UNDER SILL PLATE regulations of the N.Y.B.F.U.and a N.Y.B.F.U.certificate is MIN OVERLAP IS 12" 1-7- BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END Foundation Notes: to be presented to the Owner at the completion of the job. . o � 5/8"Anchor Bolts(SSTB 28)See chart on this sheet for spacing 12.Plumbing Installation to comply with State and Local codes 0 NOTE: � BLOCKING TO SILL OR TOP PLATE ((TOE NAILED) 3-16d EACH BLOCK 8"poured concrete foundation wall,8'0"high,3000#test and the sewage disposal system ly meet Health Department standards. o STRAPS MAY BE o p Minimum depth-Section 403.1.4,48"minimums coverage to top of footing 13. Do not scale drawings. Use figure dimensions only. to � ' PLACED EITHER ', � LEDGER STRIP t0 BEAM (FACE-NAIL 3-16d EACH JOIST 0 a _ 16"x 8"poured concrete wall footings,3000#test UNDER OR OVER 14.All work to canf�rin to the rules and regulations of the New York 0 JOIST ON LEDGER to BEAM (TOE-NAILED) 3-8d PER JOIST 2-1 %."x 11 7/8"Microlam Girder(or 3%"x 11 7/8"Power Beam) Energy Conservation Construction Code. All glazed area to be double 1,' . SHEATHING m ' 4"poured concrete floor slab with 6x6x#10 mesh and vapor barrier glazed and all exterior doors to have insulated cores. t . 0 b o BAND JOIST TO JOIST (END-NAILED) 3-16d PER JOIST Damp proofing at exterior foundation below grade-Section R406 00 c� 3000#test 15.The Insulation protection as indicated on these plans exceeds too 30"x 30"x 12"deep poured concrete column footings, the Code's minimum standards. f BAND JOIST t0 SILL OR TOP PLATE: (TOE-NAILED) 2-16d (SEE NOTE I) PER FOOT Deck and porch footings as noted,3000#test,48"minimum buried depth 16.These drawirngs and specifications are instruments of service and4 ' 00 Foundation wall to extend a minimum of 8"above finished grade shall remain the property of the Engineer whether the project forROOF SHEATHING Ali footings to be carried down to undisturbed soil which they are mlade is executed or not. They may not be usedSd SEE TABLE 3.8 THIS SHEET No footing shall be set higher than a 30 degree angle from any other footing on any other projject except by written authorization of the Engineer.STRUCTURAL PANELS Pour no concrete on frozen ground or in freezing weather 17.The engineerr has not been retained for site supervision,on-siteProvide 3'/2"steel(ally columns inspections and ccertifications as required or requested by the owner,DIAGONAL BOARD SHEATHING Backfill shall not be placed against the wall until the wall has sufficient strength and has been contractor or local budding department.1"x6" OR1"x8" 2-8d PER SUPPORT anchored to the floor above,or has been sufficiently braced to prevent damage by the backfill(Section R404.1.7) UPLIFT-CONTIINUOUS PATH CONNECTORS 1"xl0" OR WIDER 3-8d PER SUPPORT � 'Floors-WFCM Prescriptive Method USE SIMPSON STRONG-TIE CONNECTORS . 'CEILING SHEATHING Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION FOLLOW PRODIUC T SELECTION GUIDE AND to5d COOLERS ill EDGE / loll FIELD Draftstopping-Section R502.12 INSTALLATION M1ANUAL FOR HIGH WIND RESISTANTof . 'GYPSUM WALLBOARD Fireblocking-Section R502.13 CONSTRUCTIOiN CATALOG C-HW02 0 .o Simpson Strong-TieWALL SHEATHING Floor Construction: ' CS16 144" COILED STRAP - ANCHOR BOLTS IN FOUNDATION USE: STRUCTURAL PANELS Sd SEE TABLE 3,9 THIS SHEET '4"OSB plywood subfloor,fasten per Table 3.1 WFCM SSTB28 WITH BEARING PLATE,SEE FOUNDATION ' 16" O.C. USE 4-5d NAILS 04 Floor jotsts:See Foundation and Floor Plans,spacing as noted NOTES FOR SPACING FIREBOARD PANELS Fasten per Table 3.1 WFCM 00 ' AT EACH STUD �� t- 2-2x6 ACQ sill with copper termite shield and sill seal MIN OVERLAP IS 21 ccl i/lro" rod 3" EDGE / roll FIELD p g PP LTP4 16 O.C.A7 EXTEIRIOR PERIMETER 00 I t UJ 0 11 11 Finish floors per agreement AND GARAGEIHIOUSE COMMON WALL FLOOR TO FLOOR CONNECTIONS IONS 25/32" ad 3 EDGE / 6 FIELD Wall Construction-WFCM Prescriptive Method USE 4 8d NAILS'AT EACH END m 5d COOLERS 1" EDGE / loll FIELD Wall framing and finishing shall be nailed and or screwed in accordance with PLATE -I- t t� t I .4 GYPSUM WALLBOARD _ Table 3.1 WFCM GARAGE STUD TO GARAGE SILL PLATE USE: SILL 1 J. A I E I O RIM I JOIST AND � Z IL1.. HARDBOARD ad SEE TABLE 3,9 THIS SHEET 1x6 Pine fascia,wrap SSP CONNECT(OR:,T 16"O.C. t,,� r STUD t�I t (Yl O Overhangs as noted USE 4 8d NAILS;AT EACH END RIM I I JOIST '1 O G.�' IUD C OI�INEC I I ON llj PARTICLEBOARD PANELS ad SEE TABLE 3,9 THIS SHE Vinyl vented soffits Aluminum gutters and leaders RIM JOIST TO S')TW'CONNECTION USE: 3 DIAGONAL BOARD SHEATHING Sidin See Elevations �9� MTS 12 16"O.C.00; 111 � Tyvek housewrap USE 4 8d NAILS;AT EACH END Simpson Strong-Tie 1"x6" OR 1"x8" 2-8d PER SUPPORT /Z'OSB sheathing,see fasteningschedule,Table 3.1 WFCM p �� �� BLOCKING AT 0 2x6 Studs @ 16"o.c.with 2x6 soe and double 2x6 plate CS16 1!4 COILED 1/2 SPACINGfto „ Q-- Q �� �� 3-8d PER SUPPORT FLOOR TO FLOOR CONNECTION USE: STRAP WIN MIN 12" ALLOWS H " O.C. NLOWS N O 1 xl0 OR WIDER %z'Gypsum wall board MSTA 36, 16"O..C. FLOOR SHEATHING 5/8"Type X GWB in garage USE 4 8d NAILS;AT EACH END OVERLAP AT EACH HOLDDOWN INSTALLATION N VP MR GWB in wet areas FOR CANTILEVIER CONDITION USE MTS12,16"O.C. STUD INSTALLATIONSiIDEWALL STRUCTURAL PANELS At least one window in each sleeping room shall comply with the exit requirements of section R310 USE 4 8d NAILS AT EACH END10 ad roll EDGE / t2" FIELD Note drilling and notching limitations in figure R602.6(1)for bearing walls 1 - m 1" OR LESS and figure R602.6(2)for non-bearing walls. RAFTER TO STUUD CONNECTION USE: �� 10d 6" EDGE / 6" FIELD Follow exterior corner framing detail figure R602.10.5 MTS 12,EACH ROOF RAFTER UJ V GREATER THAN I USE 8 16d NAILS A�EACH END ENDWALL � DIAGONAL BOARD SHEATHING Roof Assemblies-WFCM Prescriptive Method � HOLDDOWN Asphalt strip shingles shall have a minimum of six(6)fasteners per shingle(section R905.6) RAFTER TO RIDGE TO RAFTER CONNECTION USE: (PH05) 0 11- CORNER STUD 1"xb" OR 1"x8" 2-8d PER SUPPORT Underlayment application(Section R905.2.7) CS20 USE 8-8d NAILS IN EACH END CONNECTED TO ENGINEER: For roof slopes of two(2)units vertical in twelve(12)units horizontal(17-percent slope), AT EACH ROOF RAFTER o TRANSFER SHEAR ° I"xi0" OR WIDER 3-Sd PER SUPPORT up to four(4)units vertical in twelve(12)units horizontal(33-percent slope),underlayment ° 2-16d COMMON shall be two(2)layers applied In the following manner.Apply a 19-inch(483 mm)strip of DECK POST TO CONCRETE CONNECTION USE: o HOLDDOWN NAILS AT loll O,C, t. NAILING REQUIREMENTS ARE BASED ON WALtL SHEATHING NAILED 6 ON-CENTER AT THE PANEL EDGE IF WALL SHEATHING IS NAILED 3" ON CENTER AT THE PANEL EDGE underlayment felt parallel with and starting at the eaves,fastened sufficiently to hold in place. PBS44A FOR EACH POST-USE 14-16d NAILS ° ° TO OBTAIN HIGHER SHEAR CAPACITIES,NAILINCCs REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLATES, Starting at the save,apply 36-inch-wide(914 mm)sheets of underlayment,overlapping (PHD5) SHALL BE USED TO MAINTAIN THE LOAD PATH, successive sheets 19 inches(483 mm),and fastened sufficiently to hold in place. DECK POST TO GIRDER CONNECTION USE: nits vertical in twelve 12 units ® _ ® CORNER STUD For roof slopes of four(4)u ( ) PC44 FOR EACIH POST -2 16d COMMON 2. WHEN WALL SHEATHING IS CONTINUOUS OVER; CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Ice Protection(Section R 905.2.7.1) GIRDER TO DECK JOIST CONNECTION USE: 0 �� o CONNECTED TO NAILS AT 6 O.G, TRANSFER SHEAR (TALE 3,11 WFCM HIGH WIND EDITION) Underlayment In High wind(Section R 905.2.7.2) MTS12 @ EACH JOIST Flashing(Section R 905.2.8) FLOOR TO FLOOR CiOIVNC'I IONGJ' WALL SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Chlmne s and Fires aces-Cha ter 10 �11 07' �"� Y' P P PORCH POST TO DECK USE: (120 MPH 3-SECOND GUST = 100 MPH FASTEST-MILE WIND SPEED [PER TABLE R3-1,2,1,3ll Energy Efficiency-Chapter 11,see attached report 2-AC4 -USE 114-16d NAILS CZ Mechanical-Chapter 12 CANTILEVER CONDITION STRUCTURAL SHEATHING MAXIMUM NAIL SPACING General Mechanical Systems-Chapter 13 PORCH POST TO GIRDER USE:2-AC4 JEFFREI' T, BUTLER, P.E. SHEATHING LOCATION STUD SPACING Heating and Cooling Equipment-Chapter 14 USE 14-16d NAILS (SEE NOTE 1) (INCHES, 0.0,) 0R PANEL SIDING FOR 8d COMMON NAILS Exhaust Systems-Chapter 15 (SEE NOTE 3) (INCHES, O,G,) Duct Systems-Chapter 16 PORCH ROOF(RAFTER TO GIRDER USE: 1 3/4" MINIMUM BP (P E 6 Combustion Air-Chapter 17 Ti EDGE DISTANCE MTS 12 AT EACH ROOF RAFTER } 4' EDGE ZONE 16, Chimneys and Vents-Chapter 18 Simpson Strong-Tie HOLD DOWN 5RACKETS AT SHEAR WALL CORNERS, F 12 (SEE NOTE 2) Plumbing-PartVll H-2,5 CLIPS 0 16" O,C, 6 USE S-8d NAILS O r o E AND WINDOW AND DOOR OPENiNG-1:8 w o INTERIOR ZONE 16 AT EACH STUD U � O CJ F 12 (FLOOR. T O FLOOR 4 FLOOR T E ■ NAIL SPACING At PANPI EDGES (IN,) L R L R O 1- o Simpson Strong-Tie F = NAiL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN,) U210 2x6 4�� FOUNDATION;WFC1"i FIGURE 3,Sa 4 3.Sb) > Q z �► z I, FOR WALL SHEATHING WITHIN 4 FEE7 OF THE CORNERS, THE 4 FOOT EDGE ZONE ATTACHMENT AT EACH RAFTER Z Simpson Strong-Tie Q a U 0 REQUIREMENTS SHALL BE USED, d- 1e 4 AT EACH POST RIDGE TENSION STRAP r .Q 2. TABULATED 12 INCH O,G, NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS WITH G20,49, FOR FRAMINcG MEMBERS WITH 0,421Gs 0,4% THE NAIL SPACINGS SHALL NOTES C820 USE 8-8d NAILS 0 O ROOF END BE REDUCED TO 6 INCHES O,G, ATTACH LEDGER TO FRAMING z 'Q n n '. • CNI Dt-R O O ° MEMBER WITH 2-1/2 X 5 LAG SEE PLAN EA 3, FOR EXTERIOR PANEL SIDING, GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE SUBSTITUTED D D ,D A' BOLTS AT 16" ON CENTER n :� Q Q u> FOR COMMON NAILS, 4 4 '� "• 4 Q O ° 4 4 44 Simpson Strong-Tte m m (TABLE 3,28 WFCM HiGH WIND EDITION-2001) ' �� ' ' ' 4 U210 2X6 6 o f Q) D D D ;;D D D D D D AT EACH CEILING JOIST v , RAFTER N z SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT CONNECTIONS RESISTING LATERAL t SHEAR LOADS 4° ° 4 4° 4" 4 41% 4-10d x 1 1/2" MAXIMUM ANCHOR MAXIMUM ANCHOR o ° ° n o ° Q p ° 0 ° BOTTOM PLATE TO FOUNDATION FOUNDATION o o BOLT CONNECTION RESISTING SUPPORTING BOLT SPACING (IN,) BOLT SPACING (IN.) , `; , N ° • 4 ° (1/2 ANCHOR BOLTS) (5/8 ANCHOR BOLTS) 4, D D ° 4�°�� 4° °, 4° ° 4° °, a RIDGE BEA JOIST HANGER REQUIRED n 4 4 G, `p `p `'n 4 Simpson Strong-Tie a 'A ° D ° `. U210 2X6 7 O AT CATHEDRAL CEILINGS LATERAL AND SHEAR LOADS 1-3 STORY 30 45 4 � At EACH DECK/PORCH JOIST " "."` LSSU OR EQUAL 2 MINIMUM 4 0, SIDECOVER 'i, ,.. WALL TO ° a o ° a o ° p •� 4-10d x 1 1/2" ••" Simpson Strong-Tie RIDGE PAGE & NOTE: MAX 12" FROM EACH CORNER AND EACH SPLICE, PROVIDE BEARING PLATE BY SIMPSON, SEE DETAIL 4 4 Simpson Strong-Tie 1 PB 44 TENSION-STRAP r FOUNDATION ° � 'o ° > o ° TYPICAL 10ORCH/DECK 6ST528 WITH BP AT EACH POST FOOTING � �T CONNECTIONS ' ° ° LEDGER CONNECTIONS ANCHOR 5OLT DETAIL PORCH COLUMN CONNECTIONS DETAIL