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Home My WebLink About33376-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33686 Date: 05/01/09 T~IS CERTIFIES that the building NEW DWELLING Location of property: 1935 PINE TREE RD CUTCHOGUE (ROUSE NO.) (STREET) (HAMLET) Collnty Tax ~ap NO. 473889 Section 98 Block 1 Lot 11.1 subdivision Filed Map No. -- Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 22, 2007 pursuant to which Building Permit No. 33376-Z dated SEPTEMBER 11, 2007 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH COVERED PORCHES, SCREENED PORCH AND ATTACHED TWO CAR GARAGE AS APPLIED FOR PER ZBA #6052 DATED 8/16/07. PER ZBA DECISION EXISTING ACCESSORY GARAGE CAN ONLY BE USED FOR ACCESSORY STORAGE. · ~ne certificate is issued to REINKEN FAMILY TRUST (OWNER) of the aforesaid building. SI)F~LK CO~ DEPART~T OF H~L~L~"~ APPRO~i~L R10-06-0007 RT.R~jl-KIC2%L C~RTIFICA~NO. 3059001 PLb~BBRS CERTIFICATION DATED 01/17/09 KEVIN REMPE 04/23/09 o~/27/o~ Rev. 1/81 Form ~o, TO~ OF 80UT~OL*D BUILDING DEPARTrvIENT TOWN 765-1802 APPLICATION FOR CERTI~CATE OI~ OCCUPA~ Tiffs application must be filled in by typewriter or ink and submitted to the Building A. For new building or new use: 1, topograph/cFhml surveY or'property with accurate location of all buildings, property lines, st features. 2. Final Approval fwm Health Dept. of water supply and sewerage-disposal (8-9 form). 3. Approval of electrical installation fi'om Board of Fire Underwriters. Sworn statcra~nt from plumber ce~fying that the solder u,wd in system contains less than 2/10 of 1% l~d. Conunercial building, industrial building, multiple reaid~ce~ n~wl similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Plannin§ Board Approval of completed site plan requirements. B. F~r exjsting bui~dings (pri~r t~ Apri~ 9~ ~957) n~-c~uf~rmAng uses~ ~r bui~d~ngs ~nd ``~re~ex~sCi~g~ ~and uses: 1. A¢¢umt~ survcy ~f pr~p~r~y sh~wing al~ pr~pcr~y ~ines~ str¢~ts~ bu~qng and unosua~ wtur~ ~r t~p~gr~pl~c features. 2. A properly completed apphcation and consent to inspect signcxl by the applieant. If a Ce~ificate of Occupancy is denied, the Huildin~ Inspector slmll 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, A¢ce.~sory buildieg $25.00, Additions to acvessory building $25.00, Businesses $50.00. 2. Cerfifizate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 $' Temporary Certificate of Occupancy - Residcutial $15.00, Coramereial $15.00 I New Construction: Old or Pre-existing Building: (check one) House No. Street f '- Hamlet Owner or Owners of Property: Suffolk County Taix Map No 1000, Section Subdivision Filed Map. _ Lot: Health Dept. Approval: Undel-,w'iters Approval: Plamfing Board Approval: Request for: Temporary Certificate Final Ctmificate: _~ (check one) ~kLCDSt~¢'~ ' - Al3plicant Signature BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. P.O. BOX 215 SOUTHOLD, NY 11971, RICHARD REINKEN 1935 PINE TREE RD CUTCHOGUE, NY 11935 Located at 1935 PINE TREE RD CUTCHOGUE, NY 11935 Application Number: 305900'1 Section: Block: Lot: Certificate Number: 3059001 Building Permit: 33376 BDC: ns11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thez'/tb Day of FcbruarT, 2009, Name OTY Rate Alarm and emergency equipment Sensor 2 0 Appliances and Accessories Air Conditioner 3 0 Dish Washer 1 0 Exhaust Fan 4 0 Furnace 1 0 Hydro Massage Tub (Therapeutic) 1 0 Qven 1 0 Service Service Disconnect: 2 ServicelPhase3w Service Rating300Amperes Wiring And Devices Fixture 7 0 Fixture 14 0 Fixture 88 0 GFCI Circuit Breaker 1 0 Outlet 105 0 Continued on Next Page I of 2 Rating 0 Above 1500 1.2 5O 150 Circuits Type Carbon Monoxide BTU KVV F,H,P 0il Amps cb Low Voltage Incandescent Gen, PuL This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by G & S ELECTRICAL CONTR. RICHARD REINKEN P,O. BOX 215 1935 PINE TREE RD SOUTHOLD, NY 11971, CUTCHOGUE, NY 11935 Located at 1935 PINE TREE RD CUTCHOGUE, NY 11935 Application Number: 3059001 Certificate Number: 3059001 Section: Block: Lot: Building Permit: 33376 BDC: ns11 Residential Described as a occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Attached Garage, Outside, Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on thezTth Day of February, 2009. Name QTY Rathe Rating Circuits Tvve Outlet 109 0 Fixture Paddle Fan 5 0 Receptacle 1 0 20a-laundry Appliance Receptacle 1 0 30a Dryer 18 0 GFCI Receptacle Receptacle 52 0 Gen, Purpose Switch 81 0 Gert, Purpose seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. James F. King, President Jill M. Doherty, Vice-President Peggy A. Dickerson Dave Bergen Bob Ghosio, Jr. Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE /4 0414C Date: April 17, 2009 THIS CERTIFIES that the demolition of existing dwelling and construction of new single family dwelling with attached garage, remove old and replace with new sanitary system, reconfigure public water service, installation of gutters, leaders and drywells, extend existing driveway At 1935 Pine Tree Road, Cutchogue, New York Suffolk County Tax Map # 98-1-11.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 1/25/06 pursuant to which Trustees Permit # 6287 Dated 2/15/06 and was issued and Amended on 7/24/07 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing dwelling and construction of new single family dwelling with attached garage, remove old and replace with new sanitary system, reconfigure public water service, installation of gutters, leaders and drgwells, extend existing driveway The certificate is issued to CATHERINE & RICHARD REINKEN owner of the aforesaid property. Authorized Signature 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. 33376 Z Date SEPTEMBER 11, 2007 Permission is hereby granted to: RICHARD REINKEN 8701 N 64TH PLACE PAPJtDISE VALLEY AZ, 85253 for : DEMOLITION OF EXISTING DWELLING/CONSTRUCTION OF A NEW DWELLING AS APPLIED FOR PER ZBA, TRUSTEES, DEC AND SCHD at premises located at 1935 PINE TREE RD Section 098 Block 0001 CUTCHOGUE Lot No. 011.001 County Tax Map No. 473889 pursuant to application dated AUGUST Building Inspector to expire on MARCH 11, 20~L~.~ Fee $ 3,658.80 ~// 22, 2007 and approved by the ORIGINAL Rev. 5/8/02 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ [ ] FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ROUGH PLBG. INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION REMARKS: DATE c'~- -"'C'--- ~ ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION INSULATION FINAL FiRE SAFETY iNSPECTION FiRE RESISTANT PENETRATION REMARKS: DATE ~--~' ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ /~ FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS:~~ _ DATE ~ ~- ~ - 0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATIONIST ~ROUGHPLBG. [ ]FOUNDATION2ND [ ]INSULATION ~~ []FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION[ ] FIRE RESISTANT PENETRATION REMARKS: TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ] ROUGH PLBG. ~INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ] ROUGH PLBG. [ ]FOUNDATION 2ND [ ] INSULATION [ ]FRAMING / STRAPPING [~X~FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: /~/_~ ~ ~ ~-~ ~'~ DATE ' ' ' ' INSPECTOR 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: INSPECTOR DATE IFBY'LD INSPECTION REPORT I DATE ...................................... Fo~no~ ROUGH F~G & PL~G ~S~ATION PER N. Y. STATE ENERGY CODE TOWN OF SOUTHOLD BUILDING D~ EPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved Expiration ., 20 BUILDiNG PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: ~/t~ Phone: APPLICATION FOR BUILDING PERMIT ___.~ Date ., 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to; the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a nev~ permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and reg, ulatio,~ns, and to admit authorized inspectors on premises and in building for necessary inspections. ~~7//, (Signature o~applic~ or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ~ s on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land on which proposed work will be done: House Number Street County Tax Map No. 1000 Subdivision (Name) Section 27 Hamlet loek 0 / Filed Map No. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ~/d.J~'~.~ /~/,~/S//C c~ /~.~'f" - b. Intended use and occupancy ..~',~,/~'~ 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. Estimated Cost Fee 5. If dwelling, number of dwelling units If garage, number of cars Addition Alteration Other Work (Description) (To be paid on filing!his application) Number of dwelling units on each floor 6. If business, commercial or mixed occu!~ncy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height. Number of Stories Rear 8. Dimensions of entire new construction: Front Height Number of Stories 9. Size oflot: Front ~ ,,~"U~'~"~YRear Rear _Depth _Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /t~ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO y 13. Will lot be re-graded? YES NO~/Will excess fill be removed from premises? YES NO tgTot ,,t.z r~7~ ,$¥.'.-- -- 14. Names of Owner of premises /~ ~/,n.~,~ ~,~ Address~Phone No.4~O - .~' 7/,~ff Name of Architect ~j,~,~',t~ J'~.7'~ Address'e'~r~'t ~*"~-~ ~'5"~r'* 'Z~ Phone No ' Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES ~NO __ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS ~IAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES I~ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) COUNTY oF3 : /~4~ J * ~~-~ being duly sworn, deposes and (Name of individual signing contract) above named, says that (s)he is the applicant (S)He is the (Contractor, g~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 tree to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /~"~ day of ~.~ 200'7 Notary Public g ~u~ of Applicant Il.I/ · APPEALS BOARD MEMBERS James Dinizio, Jr., Chairman Gerard R GoehrJnger Ruth D. Oliva Michael A. Simon Leslie Kanes Weisman Mailing Address: Southold Town Hall 53095 Main Road · RO. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex/First Floor, North Fork Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS TOWN OF SOUTltOLD Tel. (631) 765-1809 · Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF AUGUST 16, 2007 ZB File No. 6052 - RICHARD and CATHY REINKEN Property Location: 1935 Pine Tree Road (at Little Creek), Cutchogue CTM 98-1-11.1 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. PROPERTY FACTS/DESCRIPTION: The applicants' property contains 1.054 acres with 180 feet along Pine Tree Road, 248 feet along the south side lot line, and front along little Creek, portion of which frontage contains a 56 ft. length of bulkhead, as shown on the March 29, 2002 survey prepared by Nathan Taft Corwin III, L.S., updated July 17, 2007. BASIS OF APPLICATION: Zoning Code Section 280-116B, based on the Building Inspector's May 24, 2007 Notice of Disapproval concerning new dwelling construction, after demolishing the existing construction, disapproved for the reason that the new construction will be less than the code- required 75 feet from the bulkhead. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application has been referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning reply dated July 25, 2007states that the application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. FINDINGS OF FACT The Zoning Board of Appeals held a public hearing on this application on August 2, 2007, at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property, and other evidence, the Zoning Board finds the following facts to be true and relevant: LWRP: TOWN CODE CHAPTER 95: The Zoning Code requires 75 feet from the existing bulkhead, and the applicant is proposing: 36 feet at its closest point (measured from the porch) to bulkhead. This parcel is uniquely waterfront with a small cove (semi-circle). There is an extensive non-turf buffer of overgrown, natural waterfront plants between the bulkhead and the upland area of the raised deck attached to the existing home. The existing home has a gable roof, one-story with Page 2- August 16, 2007 ZB File No. 6052 - Richard and Cathy Reinken CTM No. 98-1-11.1 log-cabin siding and has a shallow pitch of this parcel. As one of the conditions of this determination, drywells are required to be installed landward of the proposed new home with its additions or in the front yard (street side). The record also indicates that no excavation of the entire foundation will occur because it would disrupt the area closest to the established non-turf environmental buffer between the home/deck and the existing bulkhead and dock construction. All new construction will be on the south side (landward) of the existing nonconforming setback, father away from the non-turf environmental buffer. AREA VARIANCE RELIEF REQUESTED: Applicant is proposing substantial reconstruction and enlargement of the existing 1~ story dwelling, while utilizing the existing basement under the old storage rooms, maintaining a similar nonconformity for the setback to the dwelling, and reducing the setback to allow for a small porch at 36 feet from the bulkhead. The deck areas are not the subject of this application, although they are existing with nonconforming setbacks. The zoning code requires 75 feet from the existing bulkhead for buildings and structures. The new construction is shown on a Site Plan and Elevations Plans dated 5/24/07 prepared by Mark K. Schwartz, AIA REASONS FOR BOARD ACTION: On the basis of testimony presented, materials submitted and personal inspections, the Board makes the following findings: 1. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The applicant wishes to use the entire existing 8' basement under the old storage rooms. The architect indicated that the proposed new construction will be approximately 14.8' above grade to meet the FEMA and other code requirements. The property contains an extensive non-turf buffer between the bulkhead and the existing rear deck. The surrounding area consists of properties with homes at similar setbacks and similarly upgraded and reconstructed. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The existing smaller home is nonconforming at 41.4 feet from the bulkhead adjacent to Long Creek, and the applicant is proposing to utilize a portion of the existing foundation, without excavation between the bulkhead and the wall of the foundation that will remain. The applicant states that no excavation of the entire foundation will occur because it would disrupt the area closest to the established non-tuff environmental buffer between the home/deck and the existing bulkhead and dock construction. All new construction will be on the south side (landward) of the existing nonconforming setback, father away from the non-turf environmental buffer. 3. The variance granted herein is substantial. The existing 41.4 ft. bulkhead setback from the dwelling construction is the maximum relief that the Board will allow, except for a small porch which will be 36 feet at its closest point measured from the wood bulkhead. 4. The difficulty has not been self-created. 5. No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. This is based upon physical observation of the surrounding properties that have been reconstructed in the Page 3 -August 16, 2007 . ZB Fle No. 6052- R chard and Cathy Retaken CTM No. 98-1-11.1 past 10 years and the utilization of the existing foundation, without disturbance to the foundation walls closest to the bulkhead. It is also noted that he record shows the land is stabilized well, and the applicant confirms the remaining foundation walls will support the 1~ story new portion of the new home construction. 6. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy substantial reconstruction of the existing single-family home utilizing the existing basement under the old storage rooms, while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Goehringer, seconded by Member Oliva, and duly carried, to GRANT the variance as applied for, as shown on the survey prepared by Nathan Taft Corwin III, L.S., updated July 17, 2007 and Site Plan and Elevations Plans dated 5/24/07 prepared by Mark K. Schwartz AIA, subject to the following conditions: As a buffer and to prevent water drainage, hay bales must be installed between the construction site and the non-turf non-disturbance area between the house and the wetlands. 2. All roof runoff must be placed into storm drains in the front yard (street side) of this property. 3. That the accessory garage be used for accessory storage purposes only. Any deviation from the variance given such as extensions, or demolitions which are not shown on the applicant's diagrams or survey site maps, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board: Ayes: Members Dinizio (Chairman, Oliva, Goehringer, and Weisman. Simon was absent.) This Resolution wa/~duly adc~dted}(4-0). Oar~s Dinizio,~., (~air~ar~ 8/~"2_/2007 Ap/hroved for Filing-- (Member Board Of $outhold iTown Trustees SOUIHOLD, NEW YORK 6287 DATEs Eel~. 15, 2006 PERMTT NO ........................ ~ATi~I%~NE & RICHARD R~I~KEN I~U~ TO ......... -- -- ~- t~.Sfa~ of New Ye~'1893; and ~apt~ IN AHD ~H TO~ WA~ ANU R~OV~ OF S~, ~VEL-OK 0~ C~ther~ne & Kic~:d Re.ken · Of ~tcho~. ................................. ~ ~ ~ and ~= (~ ~r 97 juda~n) ~w .ihe~gJnafl~ ap~ca(4~. New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40- SUNY, Stony BrooK, New York 11790-2356 Pho~ e: (631) 444-0403 o FAX: (631,~ 444-03(~0 Website: www. dec,state.ny.us LETTER OF NON-UURISDICTION: TIDAL WETLANDS ACT_ Apd~ ~2, 2O08 Catherine & Richard Reinken 8701 North 64t~ Place Paradise Valley, AZ 85253 Re: Reinken Property 1935 Pine Tree Road Cutchogue, NY ~11935 DEC~ 'i-4738-00398/00003 Dear Ms. and Mr. Reinken: Based on the informalion you have submitled, the New York State Department of Environmental Conservation has determined that: The portion of your property which is located landward of the ten foot (MSL) elevation contour line as shown on the survey prepared by Joseph A, Ingegno last revised January 5, 2006, is beyond the jurisdiction of Article 25 (Tide! Wetlands), Therefore, in accordance with the current '~dal Wetlands Land Use Regulations (6NYCRR Part 661) no permit i$ required under the Tidal Wetlands Act. Please be advised, however, that no construction, se~imentatlon, or disturbance of any kind may take place seaward of the tidal wetlands Jurisdictional boundary, as Indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or distunbance to the ground surface or vegetation within ~dal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining ade,~ uate work area between the tidal wetland j urisdictional boundary and your project (i.e. a 15' to 20' wide conslruction ama) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this litter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very t~uly yours, .~,,/.,~. George W. Hammarth Permit Administrator cc: En-Consultants FORM NO. 3 NOTICE OF DISAPPROVAL DATE: May 24, 2007 TO: Mark Schwartz aJc Reinken PO Box 933 Cutchogue, NY 11935 Please take notice that your application dated May 14, 2007 For permit to demolish an existing single family dwelling and construct a new single family dwelling at Location of property 1935 Pine Tree Road, Cutchogue, NY County Tax Map No. 1000 - Section 98 Blockl Lot 11.1 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming 45,906 square foot parcel in the R-40 District, is not permitted pursuant to Article XXII Section 280-116 B, which states; "All buildings located on lots upon which a bulkhead, concrete wall, riprap or similar structure exists and which are adjacent to tidal water bodies other than sounds shall be set back not less than seventy-five (75) feet from the bulkhead." The proposed constru, r. iicn nc.t-ex.a proposed setback of 41.4 feet to the existing bulkhead. Note to Applicant~' ~ny cgn~t~e above referenced applicationCmC2;::'q::rBeA additional review from the Southold Town Building Department. SURVEY OF LOTS 24, 23 & P/O 22 MAP OF NASSAU FARMS F~LE No. 1179 FILED ON MARCH 28, 1935 SITUATED AT PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-98-01-11.1 SCALE 1"=20' MARCH 29, 2002 MAY 5, 2005 ADDED TOPOGRAPHICAL SURVEY OCTOBER 17, 2005 LOCATED WETLANDS & TEST HOLE JANUARY 5, 2006 ADDED PROPOSED HOUSE dUNE 9, 2007 ADDED ADJACENT HOUSE LOCATIONS & 75' SETBACK LINE JULY 17, 2007 REVISED PROPOSED HOUSE MARCH 17, 2009 FINAL SURVEY AREA = 45,906.35 sq. ff. 1.054 CERTIFIED TO: RICHARD REINKEN CATHERINE REINKEN CHICAGO TITLE INSURANCE COMPANY FENCE · 7'3 / LOT ~' ~' ?/0 0 ¢. cc 74'!'o'2° LOT (~ o°B ~/o Lo'r (~) \4% 50467 ~AR 2 ? 2009 SUFF. CO. HEALTH SERVICES OFFICE OF WASTEWATER Mm' THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEEB. Nathan Taft Corw~n III Land Surveyor PHONE (651)727-2090 Fax (631)727-1727 SURVEY OF LOTS 24, 23 & P/0 22 MAP OF NASSAU FARMS FILE No. 1179 FILED ON MARCH 28, 1935 SITUA TED A T PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YOEK S.C. TAX No. 1000-98-01-11.1 SCALE 1"=20' MARCH 29, 2002 MAY 5, 2005 ADDED TOPOGRAPHICAL SURVEY OCTOBER 17, 2005 LOCATED WETLANDS & TEST HOLE dANUARY 5, 2006 ADDED PROPOSED HOUSE dUNE 9, 2007 ADDED ADdACENT HOUSE LOCATIONS & 75' SETBACK LINE JULY 17, 2007 REVISED PROPOSED HOUSE FEBRUARY 15, 2008 FOUNDATION LOCATION AREA = 45,906.55 scI, ff. CERTIFIED TO: RICHARD REINKEN CATHERINE REINKEN CHICAGO TITLE INSURANCE COMPANY LOT NOTES: 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM ~ $. kO' e/o ~o~ (~) LO' o°B p/O b°T THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED, Nathan Taft Corwln III Land Surveyor N.Y.S. Lic. No. 50467 SURVEY OF / ~ ~ ,', 'x~ x LOTS 24, 23 & P/0 22 I ~ NASSAU FARMS / -F e h , ~ ~ X ', ~ ~ ~ t~ ~ EILE No. 1179 FILED O" MA~CH 28, 1935 , ~ CERTIFIED TO: . ~ HOL~ DATA Joseph A.qngegno ~na ~u~eyor ~ ~ 5. a' O'A,X 4' 9EEP DRY WE~ WITH ROOF LEADERS FOR ROOF RUN-OFF: ~ PHONE (~1)727-2090 Fax (631)727-1727 22-115R SURVEy OF h FLOOD ZONE AREA S-1 ¢ 3h~PLY wITH ALL CODES OF , , - ,- , , m ~'B . . ~MPL~I ~ REQUIREMENTS OF THS CODES OF ~f TP~ZPV ~ TH CHEER ~ ~ / '~ ~ ~'~ ~ FLeD DAMAGE P~VE~ ~'~ CONSTRUCTION ~RROR~ ~ / ~ ~ ¢. ~ %_ /~ ~ ~ · ~Z~ ~ SOUTHOLDTOWN,~DE. r ' ~IT~ATED ~T , NAIUNG&OONNEOTION8 OERTIRGATEOFOOOUPANOl / ~ .~e~'*¢ / ~. ¢~ ~ / / ~ t ~ ' ~'/~ ~=~,,,~ . REQUIRED. SOLDERUSED/NWATER 5UFFObK COUNT~, NE~ YOR~ OCCUPANCY OR , , ~.c. T~X ~o. ~ooo-~-o~-H.~ USE IS UNLAWFUL ' ~cA~ ,".,o' WITHOUT CERTIFICATE " ~~ RETAI~ STORM WATER RUNOFF CODES OF NEW YORK STATE. c ~m~ c PURSUANT TO CHAPT~ 236 ~ ~ RrcHARD RErN<EN 0F THE TOWN C0D~ DO NOT PROCEED W~H x, ~/~ CATH~INE ~m~ , FRAMING UNTIL SURVEY . /~, CHICA~OTIT~IN~UR~NCECO~P~N~ OF FOUNDATION LOCATION ' ~'~' ~//) ~,, ~SBEENAPPR0V~' ' 7/ / TEST ~O~E ~AT~ ~ ,, ~S~.~ ? , 1o WEST ELEVATION SCALE: 1/4"= 1,-0,, ---~-- NORTH ELEVATION SCALE: 1/4" = 1'-0" EAST ELEVATION SCALE: 1/4" = 1'-0" SOUTH ELEVATION SCALE: 1/4": 1'-0" EXISTING DECK PORCH ABOVE COMPACTED SOIL ;[2) PIL FL HDR, PORCH ABOVE COMPACTED SOIL l&'-7 1/2" OUT SLAB ON GRADE PORCH ABOVE ri' PROJECT NORTH FOUNDATION PLAN SCALE: 1/4" = 1'-0' , EXISTING DECK , 2i EXTERIOR WALLS TO BE FRAHED WITH 2N6 DF#2 STUDS AT ~--=i / ] 4, DOUBLE UP FL~D?,?OISTS UNDER PARALLEL WALLS ABOVE. PROVIDE '~/ m EXISTING BECK ~ BLOCKING AT g -0 0 C AND HIDSPAN ~ ~ J i ) ; '~ / ~, ~ ~ , [ , J I , I ) - ~ ~ ~~32 / ~ ~ fi), ALL HULLS, VERTICAL OR HOR~ONTAL, ARE TO BE PROVIDED W~TH , , o SCREENED IN P(IRCH OPEN/ '~'II1~1 .1 ~ · · *~ [~l III ~ ~ ~ ~ - ~ / N X~.. ~ ~ , , ~ - //~,~ / / ~ ~ ~ ~,,. q-~-.~ ...... ~---~ ...... ~ ....... J, ................ i~ ~ ~ ~ %",. ///~~X 'N~ M X ~ ...... ~ ..................... ' ................ ,, / ,, ~/'~' ~ ~ X / /X X ~ ~ -- KITCHEN ))) MASTER BATH ~ F /7 ~ - - - ~ ~ ~~ __ /~~.,k // ...... F~D ~ ~ F, ~ --~/ .... ~ ~ . ~ /, ~ ' .~ ..................... ~ COVERED PORCHES: ~2~ SQ. FT. ~ 'j ' ~ ~ ~ ~ / ~ / k~ AND HVAC PRIOR TO INSULATIN" S~LE: 1/4" = 1'-0' PA[NTERTOPRIHEANDPAINTALLOOOREDGESTOHAINTAIN , ....................................................................... ...................... 4L .... ,, , ,, I ,, ....... ~ :~"~ /- '/ ,~ ~ ~ , , '~-~; N ~ , / , - ~, ~ ~ ,~ ~ ~ ~ ,,' I , :~ ~ I / LJ ......... ~ ~ BEDROOM No. 2 m z-+" , : ~ BEDROOM No. 3 :: ~--~ ~-"' ~~ .............. ~ .............. ~ ~ I : ............ ~ ~,,~ ~ .............. , ~ , , .--, ........ , L ,,_,,, ,,_,,, ,,_~,, ~ ,,,_,,, ,,_,,, ,,.0,, , . ~} EXTE~IOH WALLS TO BE ~sl; PROJE~ NORTH ~m~. m ~v~m~ m ~m ' * / SCALE: 1/4 = 1-0 7) INSULITEALLEXT[~IO~ANOINTE"IO" ~). INSULATE CEZ~NGS WITH R~O INSULATION. ALL CATHEDRAL INSULATION 1'-0" FROM EXTERIOR WALL PLATE INTO HOUSE ~W~.~ ........................................................................ - ............... _-_-~-_-.- ~.-_-_-_-_-_-_-_-_-.-i .-.'_---.'-------'-----------------------'-'---'{J--J-'7-- - 12 - ~ - _- 2 ~ ~ 5 .' 2 -- - - - - ~ - - 2 -- 2 2 -- 2 -- 2 - - ......................... ,, ,, ,, ', i ~ , , ~ , / /,,'/ \~: ' / _~/ -,2, \ ,~ ,'~,- ,, .................. , .,. ~~;;, ~ ~..--: , ~ , , ,,, ........................................ , ,~ : ~.. ~ . ,, ~= "r ~ r 'iT , Y ..... ]~ ................ - ............... -!]' .... ~ ~ ~. ~/ ,')~' ~' .,, ., ,. . , .., ,.." ', L ......... ~ ....... , ,~, ;: "{.~, ~,o"/ J I .... ~', ~,'-'~ ,~'! ~ ' ~'11"~' ..... o ~. , / -.× , . . . ',', -'h~ ,~ ', i ~o,, .e~ i / ~'~,~',. ~ ",', //'~ ~ V_~ ~---~. ,,?/ ",,", ~ , ,, .~ ~ i[ '~. ~+~ !I ,. , .... ,~7 . ~ x~ .... ,.', , , , z k i', ~ ? ~,, ~ , x. .. ' ~ , .'.' 'C'. " ' ' - "" ''/¢' '%, X , / ',,-' ~ ',~ i! ~ / ", ,, ,, ..,,, ~ "-.~:~:~ ......... ~ '.t'. ,, ,, [/ , , , i i \ / ', ', ¥,I ~ ~'x~'×~z+"s~[, ',:,, · (. , ,, ,I ,, ,, ,, , k , ,, ,, / ~ :I /',,, ~ ',,',, , ,,.. , ,,,, ,,,, / X ! L--:: ,, . , X.., "::...; N '" --~ .... _x. ........................................ , -_/.:__~ ! , . . :, / ~~ ~ .... , : ,. .. , ~ , / '%., '%, . '~,. ..,--7 , ~ ,. / , , ,,,", , ," , , ./ X il, ,,,' / ...................... / ~ ~' [ : ~ m ~" :' ,, - ,. . . , - , ~ ,, ..~ X ~ " / ~.~.o_~_~ / !! ~- II ~, /~ ~ I~ / ~ , / /_ __a ".:t]tT:Z__.~ .[ ..... J i ........ ~ ................. ~-- -/ ......... ~ ~ ~ ' "~', _~[ ................................ z[ ...... ~ , , ~ ~ , /~ ~:~2 ",, ~:, ,, ~ ~ ~ ,, ,, PRO~E~ NORTH . . , , , qCALF [/ A-6 : '" " 'b '" :' ~ ~'~~ r ~PICAL DOOR OPENING ,, ., ., --- ~_~ ---~-- - -~~~- ~-Z ~ I ~~ ~,o.~ ~ ~,~, ~, '~~' IIIIUUill IIIUUll ~ ~ PLUMBING SCHEMATIC r HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. TYPICAL MULTIPLE OPENINGS '"1 'o 0 o (MORE THAN 4'-DXS'-O" OPENING) ~r ~ z WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL"c: ~-~-:~ =o AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING)~ ~ S-'O ,V VA\AG:_V =\ - ):--A:.S N.T.S. HOUS -- fiENERAL: DRY WEL~ ~UST NOT BE USED WHERE THERE ZNSTALLAT~ON WOULD ~REATE S~N~F~ANT R~SK FOR DASENENT SEEPAGE OR FLOODiNg. ~AUS~ SURF;C~AL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTENS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS ~UST BE LO~ATED AND ~ONF~URED WHERE THE~E CONSTRUCTION W~LL NOT ~OHPA~T THE SO~LS BELOW THE DRY WELL. F~NALLY, A DRY WELL SHOULD BE PROTE~TED BY EASEHENT. DEED RESTRICTION, ORDINANCE, OR OTHER L[6AL NEASURES THAT PREVENT ~TS NEGLECT, ADVERSE ALTERATION, AND EE~OVAL. THE BOTTO~ OF THE DRY W~LL ~UST BE AT LEAST 2 FEET ABOVE SEASONAL H~GH WATER TABLE OR BEDROCK AND D~ AS L~VEL AS POSSIBLE TO UN~FORNLY D~STR~BUTE RUNOFF INFiLTRATiON OVer SUBG~ADE SO~LS. ~ONSTRU~T~ON: FOR DRY WELLS, PROTECTION OF THE SU~GRADE SO~LS FRON ~OHPA~T~ON EY ~ONSTRU~T~ON EQUIPMENT AND ~ONTAHZNAT~ON AHD ~LOGGZNG ARE V~TAL. PRIOR TO ITS CONSTRUCTION, TH~ AREA TO BE USED FOR THE DRY WELL SHOULD BE ~ORDONED OFF TO PREVENT ~ONSTRU~T~ON EQUIPMENT AND STOCKPILED HATER~ALS FROH ~ONPA~TZNG THE SUDGRADE SOILS. DUR~N~ DRY WELL ~ONSTRU~T~ON= PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUB,RASE SO~L ~C~PA~T~ON AND SED~NENT ~ONTAN~NATZON. ALL EXCAVATION SHOULD BE PERFORMED WITH THE L]~HTEST PRACTICAL EXCAVATION EQUZPHENT. ALL EX~AVATZON EQUZPHENT SHOULD BE PLACED OUTSIDE THE L~H~TS OF THE DRY WELL. TO HELP PREVENT SUB,RASE SOIL ~ONTAH~NATZON AND CLO~GZN~ BY SEDimENT, DRY WELL ~ONSTRUCT~ON SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE D~LAYED UNTil ALL OTHER ~ONSTRUCT~ON AREAS THAT NAY TENPORAR~LYORPERNAHENTLYDRA~NTOTHE DRYWELLAR~STAB[LZZ~D. TH]S OGEE GU ER- STANDARD 5" DELAYED ~ONSTRU~T~ON E~PHASZS THE NEED, AS DESCRIBED ABOVE, TO ~ORDON OFF THE DRY WELL AREA(S) TO PREVENT ~O~PA~T~ON ~Y ~ONSTRU~T~ON EQU~PHENT AND HATER~AL STORAge DUR~H~ OTHER SITE ~ONSTRU~T~ON A~TZV~T~ES. S~N~LAELY, USE OF THE DRY WELL AS A SEDimENT BASIN ZS STRONGLY DISCOURAGED. WHERE ~}. EXECUTION: UNAVO~DADLE, EXCAVATION FOR THE SEDimENT DAS~N SHOULD BE A H]N~HU~ OF A). DO NOT BEG~N INSTALLATION UNTil SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2 FEET ABOVE THE F~NAL DESigN ELeVATiON OF THE DRY WELL BO~O~. A~U~ULATED SED~HENT ~AN THEN BE ~ENOVED WZTHOUT D~STURB~NG THE 2). PREPARATION: SUBGRADE SOILS AT THE DRY WELL BOTTOm, WHICH SHOULD BE ESTABLISHED ONLY AFTER ~ONSTRUCTZON WITHIN THE DRY WELL'S DRAINAGE ARE ~S ~ONPLETED AND B). PREPARE SURFACES USZH~ HETHODS RE~ONNENDED BY THE ~ANUFA~TURE FOE DRAINAGE AREA STABILIZED. ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PRO~ECT CONDITIONS. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DR~NAGE AREA IS C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMI~R STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE ~ETALS WITH PROTECTIVE BACKING PAINT. INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL THESE DIVERSION MEASURES SHOULD NOT ~. INSTALLATION: BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED, STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED, ACCESSORIES, PRETREATMENT: B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEA~NT SLIP ~OINT AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREAT~ENT CAN EXTEND THE CONNECTORS FUNCTIONAL LIFE OF A DRY WELL. WHILE GENE~LLY NOT A SIGNIFICANT SOURCE OF ~). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED, SEAL RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND CONNECTION WATERTIGHT. ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS, THEREFORE, ROOF GU~ER ~UARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH ~). PROTECTION: CLEAN-OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION DF PRO~ECT, PRACTICAL TO MINIHIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES B), TOUCH-UP. REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL THAT CAN ENTER THE DRY WELL. COMPLETION. REVISIONS ERROSION CONTROL MANAGEMENT RE HENTS WHERE APPLICABLE , ~"N2"S~AN~S STANDARD AND SPECIFICATION FOR STRAW BALE DIKF STANDARD AND SPECIFICATION FOR SILT FENCF , DEFINITION: DEFiNiTt'ON: NOTE: OF D~TUP~ED SOILS, OF DT~URBED SOIL. o//~-~- WATER CON DITIONS WHERE PRACTICE APPLIES: PEmOD THE SILT FENCE NAY BE USED, ~ THE STRAW BALE DIKE IS USED WHERE: CON DTTIONS WHERE PRACTICE APPLIES: ~ ~~) ~:~)~ / ~ '~ OTHER DRAINAGE WAY ABOVE mE SARRZER. GLORE HAXZMU. SLOPE I-~- ~ ~ .~'~ ~~ ~ ~"'~'~ 3). EROSION WOULD OCCUR IN THE FORH OF SHEET EROSION, STEEPNESS; LENGTH (Fr.) ' PRE-ASSEMBLED ~, 2:1 SO 2S FLAT~'SR THAN S;L 200 , SILT FENCE STRAW BALE AND SILT FENCE ~-i/~:~ 4D 50 2).NAXINUNDRAINA6EAREAFOROVERLRr, IDFLOWTOASiLTFENCS AD1ACENT ADJACENT~" I~"~ ~ WHERE SLOPE G~D[ENT CH~GES THROUGH ~E D~NAGE AREA, CRITE~A FOR SILT FENCE MATERZALS PROPER~ ~PICAL RESIDENTIAL PROPER~ ~ S~EPNES5 ~FE~ TO THE S~EPEST SLOPE SE~ON CONT~BU~NG HOUSE FOOTP~NT ~ SPE~F~O~S UNL~ OTHERWISE APPROVED BY THE NA~ ~., ~ ELONGA~ON AT 5Oil ~ F~LU~ (%) 5U PROPER~ LINE RECONNE~IDED STRENGT~ {PSI) 190 ~TN D3786 (usu~,s') PRE-ASSEMBLED SILT FENCE :~"'/ml"/~O o.~ W ~AB]~ (%) 90 ASTM G-26 0 ~CFT~ ~T~EET OF3,OSQUAREINCHE&STEELPOSTSWJLLBE~DARDTAND ST W BALE DIKE DETAILS SILT FENCE DETAILS O~E STAKES FLUSH W~H BALE& ~ ~ D~INAGE ~A NO MORE THAN 1/4 AC, PER ~ ALONG THE LINE OF STAKES, PROPERLY INSTALLED ST~W BALE 1, Excavate the Trench 2, P~CE AND STAKE STRAW BALES. BAC~ILLED TRENCH ~ AND E~END ~ INTO TRENCH, THE EXCAVATED SOIL. B~EEN mE5. FmENED TO THE PO~S OR IF USED (PS.PEeVE VIEW) / [ j ~ D~VE BO~ POSTS_ F~OW_ _ ~D FOLDED, 5), BALE5 SHALL BE ~HOVED WHEN TH~ HAVE SERVED THEIR ~ 4" X 4" TRENCH 4). M~N~NANCE SH~L BE P~FORMED ~ HEEDED AND 3. BACKFILL AND COMPA~ THE USEFULNE55 ~ AS NOT TO BLOCK OR IMPEDE ~ORM FLOW ORm I~O THE GROUND A-9 BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers FASTENING of FLOOR PANELS BEAM A~ACHMENT at BERING tod 43"), 12d (3'tl4") box ~" 2" e" 4" INSTALLATION TIPS /'h ~ ...... ~.,.=~.~,,.~.,,~.~,~,*,W(,,'~,.,=rb.=~m,b~.,a,.¢2~'~,,~nT~r,~,~,~.) This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING APPROVED USP HETAL CONNECTOR5 FOR PROPER LUlND RESISTANT 4~ GOOD CONSTRUCTION, FOLLOLU MANUFACTURE'5 RECOHMENDED INSTALLATION INSTRUOTION,~ TO AONIE~/E HAXIMBPT UPLIFT LOAD CAPACITY. · HEADER · , . =- DOUBLE JOIST I SIDEWALL RAFTER JACK STUDS -- FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNGER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JSP NUMBER~ DESCRIPTION APPLICATION LOCATIOk USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP I JOIST DIRECTION WITH (2) JOISTS UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1 BT. FLOOR. CONNECT THROUGH ALL OPENINGS LSTAI 2 I-1/4"xl 2" 200a. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP NPPLY OVER RIDGE TO EACH RAFTER 2xS-2x8 L826 1Bga. SLOPE HANGE~ APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER Wi THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUB 2X10 LS210 18ga. SLOPE HANGEF APPLY TO EACH RAFTER / LEDGER BLOCKING ~24"QC METAL STRAP ~ · CRICKET AT TOP-SIDE OF ~ VENTILATION CHANNEL RIM BOARD O 1./~/ /CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) ~) , , WALL SHEATHING ~--~" MAINTAIN ., ~ ,, ' ~ ,, ' ,, ' ~ ,' '- ; SIDEWALL FLASHING L BLOCKING - - - ' - ' - - ' - / FINISH WALL AND MOISTURE ) 2x4 LEDGER ATTIC SHALL BE PROVIDED WITH A ' FASCIA MINIMUM NET FREE VENTILATING A NOT LESS THAN 1/150 OF THE AREA Of ~ GUTTER THE SPACE VENTILATED. ALL OPENINGS I~:iS ~,CiNTIN. SCREENED VENT SHALL SE COVERED WITH CORROSI t CONTiN. SOFFit / E×T, PLYWOOD STAPPING TO BE ATfACHED TO WALL STUDS ~48"OC AT WALL - MAINTAIN GAP AND All WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTF JSP NUMBER DESCRIPTION APPLICATION ~ / ~ BETWEiEN WALL FINISH AND INSTALL 4'0" C.C. /,/ ~ / ) '~' ~ ROOFll~dG TO AVOID SOAKING WALL STUD O WOOD GIRDER 4"-8" LSTA2, 1-1/4"x24" 20ga. STRAP AND JACK STUDS ~/ ON ALL OPENINGS ,~ ~ / //2..,.... . PROVlE)E HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0" D.C. ~ ~ /~/~/~.~ FLASHIING TO FORM CHANNEl LOCATION JSP NUMBER DESCRIPTION APPLICATION OPENINGS OF '/~ INCH IN DIMENSION. ~OFFITED E~VE 8" - 14" LSTA3O I-1/4"x30" 18ga. STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR CONNECT TO ON ALL OPENINGS ~/% / // '-.'~, ~---'----~--~ GAP TO PREVENT CAPILLARY 4" - 6" RAFTER RTl 0 10-3/4" x 18ga. TYBOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C, /~ '/~/.~ ACTIONI ROOF VENTILATION / OVER BEARING WALLS AND HEADERS EaCh RAFTER SOFFITED LAVE DETAIL ON ALL OPENING8 ~. ~ ~ ~.~.// ~. ~ KEEP ROOFING NAILS OUT RAFTER O RIDGE CAP Of SAME ~ BASE FLASHIN(~ WRAPS CORNERS, EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING INCHEG AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST 51E) E LU LL FL $NIN 1ST FLOOR WALL -STAPPING TO BE ATTACHED TO WALL STUDS @48'~OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS PIETAL FLASNIN~ AT ALL EAreD, SI[DE~UALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AN~ F~AKEB -- Pf~O¥1DE HEP1hlED E~EE ~o I TYP. CONC FOUNDATION 0 MIL. POLY ~ : /- BOLTE~ TO CTEEL E~EAM ~lTN DAMPPROOF EXTERIOR GRANULAR FILL /' - ....... /~'~ / -' '''' ~ I I/2" Ora. ~OLT5 - 4¢" o.c, BTAG. KEYWAY FOOTING b CONC fTG = ' ~ . ~ ~ . Z ~ ~' ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS SIDESANDTOP I/2I' Gf~OUT I d, ~, ,.. ^ ~~. ^ ~ (USP LBPS58 OR BP583) E~F'(~IN~"-- FOUNDATION 5/8" GIA. ANCHOR BOLTI i~ ~ BOLT CONNECTION ( IO (CRAWLsiLL PLATESPACeToORFouNDATIoNFOUNDATION) 1 STORY 72" DC TYPICal t!SEAhl DETAIL TYPICAL CONC FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. (CRAWL SPACE OR FOUNDATION) 2 STORIES 36" DC 5TELL / BOTTOhl ESEARING (SLAB-ON-GRADE) %2 STORIES 57" DC ROOF JACK5 ~ VENT5 DETAIL - ~ ~ ~x~ W.W.M. ~ : ' I~i~ ~ '~ ~ ~ --REINFORCING BAR ,,. NOTCH EQUALS 1/4 DEPTH Of BEAM ~J~ ,' ~ ', ~ ,; ~ ~ I, ~ JOIST REINFORCEFOOTINGWITH(2)FF4REINFORCINGBARS. 3"MIN]MUMBEARINGSURFACEFORWOODBEAM GAt~A~E DOOR BLOOKOUT · ' RAFTER ENDWALL CRIPPLE STUD ~ - '(~ BOTTOM PLATE ~ ) ~'~ % / ~~ ¢ ~ BATHTUB /~' . HEADER ' ' ' ~ DOUBLE JOIST I SIDEWALL RAFTER JACK STUDS ~ FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1 ST. ADS5 ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION JSP NUMBER~ DESCRIPTION APPLICATION LOCATIOk USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR ~D TOP JOIST DIRECTION WITH (2) JOISTS UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1 ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTAI 2 I-1/4"xl 2" 20ga, STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"~4" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2xS-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FlOOrS TO EACH OTHER WI THREADED ROD. ~LL OPENINGS RT3 OR R~ ~DOWN ANCHOR APPLY TO ~ACH CRIPPLE STUB 2Xl O LS210 18ga. SLOPE HANGEF APPLY TO EACH RAFTER / LEDGER BLOCKING ~24"QC W~LSTUD ~ ~ ~,,~ ~ ~~ ~FTE~ THROUGH-ROOF EXHAUST~ METAL STRAP ~ ~ CRICKET AT TOP-SIDE OF ~ VENTILATION CHANNEL RIM BOARD O ~ ~CH[MNEY RAFTER AS REQUIRED SILL PLATE(S) () , , WALL SHEATHING ~" MAINTAIN - - - ' - ' - - ' - / FINISH WALLED MOISTURE ) 2x4 LEDGER A~lC SHALL BE PROVIDED WITH A ' FASCIA MINIMUM NET FREE VENTILATING A THE SPACE VENTILATED. ALL OPENINGS ~:~S ~NTIN. SCREEN~ VE,T Shall BE COVERED WITH CORROSI ~ CONTIN. SOFFIT /EXT. PLYWOOD STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC AT WALL - MAINTAIN GAP AND All WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTF JSP NUMBER DESCRIPTION APPLICATION ~ / ~ BE~EiEN WALL FINISH AND INSTALL 4'0" C.C. /,/ ~ / ~ ROOFIMG TO AVOID SOAKING WALL STUD O WOOD GIRDER 4"-8" LSTA2, 1-1/4"x24" 20ga. STRAP AND JACK STUBS ~ ON ALL OPENINGS ,% ~ / /~ ~ PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH ~ / // /~ F~SHIING TO FORM CHANNEl LOCATION JSP NUMBER DESCRIPTION APPLICATION OPENINGS OF % INCH IN DIMENSION. 5OFFITED E~VE INSTALL EACH RAFTER ~OFFITED E~E DETAIL ON ALL OPENINGS % % ~ ~.// ~ ~ KEEP ROOFING NAILS OUT [ ' IDE FL $NINO TOPPLATE GIRDER/HEADER WP. CONC FOUNDATION 8 MIL POLY : / ~OLTED TO *TELL ~EAH ~lTN DAMPPROOF EXTERIOR GRANULAR FILL /, - ....... ~ / .. '''' ~ ] I/2" ora. ~OLT5 - 4¢" o.c, 5TAG. ~ ~ ~ ~ W / COMPACT FILL ~ ~ ~ h ~ . ' ~ ~ ~ > ~ ~ ROOFING LAPS TO~ AND BOtTO~ PLATE KE~AYFOOTING ~ CONC FTG ~ ' ~ ' ~ ~" / ~ ANCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS I/2" I d, ~ ,.. ~ ~.- , ~ (USP LBPS58 OR BP583) E~¢~'-- FOUNDATION S/8" DIA. ANCHOR ECL3 I I (CRAWL SPACe OR FOUNDATION) 1 STORY 72" DC TTPIC~L ~E~ DETAIL SILLPLATETOFOUNDAT~ON 2STORIES 36"OC 5TELL / BOTTO~ ~EA~IN~ (SLAB-ON-GRaf) 1-2STORIES 57"OC ROOF JACK5 ~ ~ENT5 ~ETAIL CONC, SLAB GARAOE~i-DOOR FRAME I, DRAIN TILE '-- ~'-~ ~'.: ,~ ~ SHEET METAL ' 38¢ FELT UNDER BEA~ AT POINT ,[ ~ ~1' = STEEL BEAM ~PICAL CONC. MONOLITHIC FOUNDATION REINFORCE WITH (2) ~ REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. '%~ SHIMS TO LEVEL BEAM ~ ~ PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM ~RAGE DOOR BLOCKOUT ~EA~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR ,APPROVE~ UCP METAL CONNECTOR5 FOR PROPER BIND RESISTANT CONSTRUCTION. FOLLO~J M,ANUFAOTURE'6 f~ECOMMENDEE) INCTALL,ATION INSTRUCTION6 TO ,ACHIEVE MAXIPflJH UPLIFT LOAD ~T,~IR f~AILIN~ HANDRAILS 4"DIA, MAXIMUM 1-1/'~" SPACE MINIMUM BALUSTERS HANDRAIL CONNECTION DIA. MAXIMUM JLJI DECK/POECN R,~,ILIN~ LEDGER WOOD JOIST CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG, USING 1/2" DIA, BOLTS @16"DC WITH WASHERS FLASHING TUCKED UNDER :E OF SIDING AND LAPPED OVER FIRST CONT/N, PIECE OF SIDING BELOW J/2" DIA. LAG BOLTS W/WASHERS CONNECTED TO BLDG, @16" DC FLOOR FRAMING 2x ]OIST5 BLOCN]NG FOR LAG BOLTS RIM JOIST / DECK/PORCH LEDGER CONNECTION RAFTER ~ RIDGE ~ RIDGE-TO-RAFTER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLZCATION RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCFUPTION APPLICATION 8" - 12" ~ER RT20 " CONNE~ ~ 2~-1/8 x 20ga. ~DOWN ANCHOR/LACH JOIST GIRDER/HEADER SPLICED JOISTS OVER HEADER~GIRDlER DiET To%A%ADERIUSPRNT"'TRIT tEo%%%ON"E' 'T'OCA" O"" JOiBTI WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDERi ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX, I/4" HIGHER THAN LVL HEADERE TO ALLOW FOR SHE/NKAGE. BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JO[~TS THAT ARE SPICED AND UEE WiTH RTl0 "PCDOWN ANCHORS LEDGER RAFTER-TO-LEDGER CONNECTION _EDGER TO BE CONNECTED TO BLDG, USING 1/2 DIA. BOLTS ~16 DC WITH WASHERS RAFTER SIZE JSP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga, SLOPE HANGER: APPLY TO EACH RAFTER / LEDGER 2X10 LS21O 18ga, ELOPE HANGER: APPLY TO EACH PASTER / LEDGER TOP PLATE WALL STUD RAFTER RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBED DESCE/FTION APPLICATION CONNECT EACH RAFTER/PLATE RTl5 TYDOWN ANCHOR RAFTER TO pLATE PLATES TO EACH STUD PLATE/WALL EPTH4 STUD PLATE ANCHOR CONNECT OVER GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION 4X4 SOLID COLUMN PBS44 / PSSEdd / KC44 POST CAP ANCHOR ~PLY TO EACH COLUMN 6x6 SOL~D COLUMhl PBS66 / PSSE66 / KC66 POSTH,c,CAPANcHoRANCHOR APPLY TO EACH COLUMN HOLLOW COLUMN SIMPSON STRR1/2 APPLY TO EACH COLUMN ROD FOR STU DOUBLE2x (MINIMUM) FOR HEADER OR BEAM II HOLLOW COLUMN UPLIFT MINIMUM END DISTANCE KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LOCATION JSP NUMBER DESCE/PTION APPLICATION ALL OPENING! LSTAlg 1-1/4"x12" 20ga. 5TPAP APPLY TO EACH ]ACK STUD ALL OPENING! ET3 OR RT7 I TYOOWN ANCHOR [APPLY TO EACH CEZPPLE STUD RIM/DECK JOIST- POST-TO-DECK CONNECTION USE MIN, (2) 1/2" DIA, GALV, BOLTS WITH WASHERS AND NUTS GIRDERtHEADEI POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA, GALV. BOLTS WiTH WASHERS AND NUTS GIRDER CONCRETE PIEP HEADER/GIRDER-TO-POST CONNECTION APPLZCATION PA"U"Zo%EEL pO/;SE RA IA%R BEAMS PAU66 OR WEE6 POST / BEAM ANCHOR CONCRETE POOTING APPLY TO EACH PIER APPLYTO EACH PIER POST DECK POST FTG. CONNECTION APPLICATION L4% OZ RA% o%EEL po2,% %HOR 6X6 POST PAU66 OR WE66 POST / BEAR ANCHOR APPLY TO EACH FOOTING SIMPSON STRONG T~E MODEL STRRI/g INSTALL AE PER MANUFACTURES RECOMENDATIONE APPLY TO EACH FOOTING CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC 3FT. TO HEAVY MODERATE 11 NONE - LOAD (MPH) CATEGORY . FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMSNT DEPTH TEMP. REQUIRED HAZARDS 45 LBS. t20 B SEVERE MODERATE SLIGHT TO DECK AND COVERED PORCH NOTES: 1 ). Unless otherwise noted, all framing material to be #1 ACQ pressure Ireated lumber. All fasteners, hangers and anchors to be galvlnlZed or stainless steel. . Girders for deckJolsts to be bolted or anchored to each post or pier with washers and nuts. piers shall be anchored with proper steel connecters anchored into concrete with a minimum 1/2" alia x 7" long anchor bolt with washers and nuts. . Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete Use a minimum t/2" dis x 7" long anchor holt w~th washers and nuts, Footings Shall be 3 ft. below grade. 4). Deck joists to have blocking at 8'0 E). Flashing shall be installed between the building and ledger. Lapping up the sheathing and over the ledger. Ledger [o be fastened ~o building with 1/2" dis bolts with washers and nuts at 16" c.c. 6). Concrete piers shall be a minimum 8" above grade, 7). All Joists to be supported with hangers and anchors. Each Joist shag also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a t~plcal building. g). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal for any cont~ct with ACQ. NAILING SCHEDULE OOF SHEATHING; NAI~I NAIL JOINT DESCRIPTION QTY. SPACING NOTES AS PER TABLE 3 8 STRUCTURAL PANEL 8d WFCM - SEC ' ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES RAFTER TO B' WALL: 3-8d COMMON EACH TOP PLATE lO'WALL: 4-Ed COMMOb RAFTER rOE-NAIL CEILING JOIST B'WALL. 3-Bd COMMON EACH rOE-NAIL TO TOP PLATE t0' WALL: 4-8d COMMOb JOIST CEILING JOIST TO AS PER TABLE 3 7 EACH FACE PARALLEL RAFTER WFCM -SBC LAP NAIL gElLING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFOM -SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM -SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - Ed COMMON END NAIL RiM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. BPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FOOT FACE NAIL TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUB TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADERTO 16d COMMON 16" C.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 1 Cd COMMON PER 2x6 STUD NAIL BOTFOM PLATE TO' :LOOR JOIST, BAND JOIST 2-16d COMMON PER FOOT FACE NAIL END JOIST OR BLOCKING DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE gill, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - Bd COMMON EACH TOE TO JOIST END NAIL BLOCKING TO. EACH TOE SILL OR TOP PLATE ~- 16d COMMON BLOCK NAIL LEDGER STRIP 3- 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d COMMON FOOT TOE NAIL SUFPO mE,ROOF ~,~ ~,ii~i,~ -- ,~ o.~..~ ~ ~ DETAIL AT CHIMN~ ~<OM~U~TI~ZLL I ~ MANTEL'FLUEMNERINSTAL~TION OF WOOD F~MING BRICK CHIMNEY CONCEALED BRICK CHIMNEY EXPOSED MEMBERS AT CHIMNEY BEHIND STUD WALL ~.) % DAMPER~ 5 iNCUNED - ~ ~ ~ ~CK ~AL~ ~ ~us~. ~ ~ As" ~u~P ~ ~REBRICK ~OUTSIDE STEPPED-PAN THROUGH WALL F~SHING FLOOR F~MING AT FIREPLACE FIREP~CES BACK TO BACK IN PAR~ .. ,. . ,... ~/ / ~ ~ TYPICAL FIREPLACE SECTION MIN, J LOCATION OF COMBUSTIBLE F~P-EPLACE TRIM FIREPLACE CLEARANCE FIREPLACE CLEARANCE TO COMBUSTIBLE MATERIAL FIREPLACE HEARTH EXTENSION REQUIREMENTS GENERAL FIREBOX WALLS RUMFORD STYLE CONVENTIONAL STYLE PRO~ECTS EQUALLY ON ~ACN SIG~ OF THE WALL, ~CEST TdAT ON THE SECGNO STORY FIREBOX DIMENSIONS (sQ, CHANGES IN DIMENSION EXCEPTION: RU~FDRD FIREPLACES SHALL BE PERM]~ED, PROVIDED THAT THE DEPTH OF THE TERMINATION SMOKE CHAMBER ~E" :o" -~/E" FLUE ~NER ~ ~ FLUE LINING (MATERIAL) oz c ~261 AND SHALL BE LMD W~H NEDIUM-DUW REFRA~ORY MORTAR CONFO~ING I , o ~UELINEp ATH[MB~OF~REC~Y, mGID ~F~ORYMATEmALORM~ALTHATWILLRE~ENT HEARTH AND HEARTH E~ENSION r~~2 , ASH DU~CL~A,OUT RE[N FORCEDTOC~RYTHEIKOWNW~GHTANDALL]MPOSEDLOADS. NOCO~BUS~BLE ~ ~ . . '.' '.''..'. 57 7'[/2" '~'~/2~ ~/4'~ --- __ CH~BER CLEANO~ OPENINGS LO~TED ~THIN FOUNDA~ON WAL~ BELOW FIREBO~S, WHEN MATE~AL SH~L REM~N AGAINST UNDE~IDE OF H~RTHS AND flEARTH ~ENSiONS I UNLESS OTHE,~iSE IN~RU~ED EMBED F~HINd 8~EEN THE CHI. N~ AND THE ROOF FRONT SURROUNDING THE .REP~CE OPENING, PROVID~ SUCH COMBU~IBLE MATE.A~ CONVEN~ONAL FIREP~CE RUMFORD FIREP~CE ROOFANDTHECHI,NEY, W~iN,2[NCHESOFTHE~REP~CEOPEN~NGSHALLNOTPRO]~,ORE~AN~/BZNCH AREA FLUE LIN ER~ r~ ,,, AREA FSO IN,) A B T NYS ENERGY COMPLIANCE NOTES FOUNDATION: / CRAWL SPAEE: WINDOWS AND DOORS: TNE FLOOR OVER A VENTED CRA~VLSPACE CONSTRUCTION, IF APPLICABLE, MUST BE INSULATED TO THE SAME R-VALIUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE: ANALYSIS, 1). INSULATE HEADERUNEONOITIONED BASEMENTS: " REScheck Software Versi on 4.0. I 2,. SEAL ORYWAL. TO THE ROUG. OPENING USINGAD.ESIVE. I,. INSULATE Tie PLOORABOVE THE BASEMENT. REPENTO PLA.S PORREQUIREO R-VALUE. Compliance Certificate Si. SEAL BEl~/EEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS SI. INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT, ALONE IS NOT ADEQUATE. ,J-). SEAL DUCTS IN BASEMENT SI. SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE I~ 1), CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING, BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWlNB OW OPENING FRAMEFRAMING: AND VOID THE WARRANTY. SEALING BANO ~'OISTS DURING CONSTRUCTIONProject Title: REINKEN HOUSE PLUM SING AND ELECTRICAL: l) CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. SEALING PENETRATIONS: 2), APPLY ADHESIVE TO TOP OP BAND JOIST AND LAY SUBFLOOR OVER Repod Date: 05/09/07 ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST ~). CAULK S~LL PLATE TO EXTERiIOR SHEATHING WHEN NAILING IN PLACE, Data filename: C:\Prog ram Flles\Check\REScheck\REINKEN rck BE SEALED, 4-) CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. RECESSED LIGHTS SEALING BAND ,FOISTS AFTER FRAMING (ALTERNATE METHOD): Energy Code: New York State Energy Conservation RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF RAFTS IN FLOOR JOISTS, ALONG CONTACT ("IL" RATED), AND MUST BE AIRTIGHT AS OUTLINED IN ECCENYS 502.1,3, EXTERIOR PERIMETER~ AND FLUSH WITH SILL PLATE Construction Code INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND ~TOISTS UNDER FLOOR .FOISTS. Location Suffolk County, New York SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGNTNESS Construction Type: Detached I or 2 Family STANDARD OF 2,0 CFM, (ASTM E 2SS), UNITS WITH A LABEL THAT REFERENCES THIS JST. FLOOR DECK: Heating Type' Non-Electric ASTM STANDARD, HER OR ECCCNYS MAY BE ACCEPTED THIS REQUIREMENT CAN ALSO 1), FULL INSULATE 3'OIST CAVIT~IES. BE SATISFIED BY INSTALLING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS 2) INSULATION TO BE SUPPORTED WITH WIRE RODS. Glazing Area Percentage: 16% Heabng Degree Days 5750 SERVICE WATER HEATING: EXTERIOR OPENING HEADERS IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER Construction Sate: Owner/Agent: Designer/Contractor: FIRED HOT WATER TANKS. NEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLET SIDES OF THE WATER HEATER. PINE TREE ROAD MARK SCHWARTZ ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: HEAT LOSS. GENERALLY, 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCK(ING AT 49" O.C. AND AS NEEDED FOR NAILERS. CUTCHOG U E, NY MARK K SCHWARTZ, ARCHITECT IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. PO BOX 933 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. CUTCHOGUE, NY 11935 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4~). TOENAIL INTERIOR PARTITIOIN STUD TO TOP AND BOTTOM PLATES, PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT, THIS INCLUDES 831-734-4185 INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: mksarchitect@optonlina, net SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. Ll.,J HEATING, VENTILATION AND AIRICONDITIONING (HVAC) EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1). SEAL ALL PENETRATIONS THROUGH THE BLOCKING AND THE SUBFLOOR. HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. 2). SEAL SOFFIT AND BAND JOIST WELL ENOUGH TO PREVENT WINDWASNING. HVAC SYSTEM EFFICIENCIES: 4). SEAL INTERSECTION BETWEEN ,FOISTS AND WALL WITH SOLID BLOCKING. THE THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. EGCCNYS SOB 2 NOTE THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL MINIMUM EFFICIENCY STANDARDS. ATTACHED GARAGE, 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE Ceiling 1: Flat Ceiling or Scissor Truss: 1500 300 0 0 53 HVAC CONTROLS: CEILING WITH ADHESIVE. CONTROLS MUST BE IN ACCORDANCE WITH ECCCNYSS03.3 2 AND 50S.3,S. TEMPERATURE 2).SEAL GARAGE CEILING FRAMINIG AND DRYWALL TO KEEP OUTSIDE AIR FROM Ceiling 2: Cathedral Ceiling (no attic): 693 30,0 0.0 24 CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO SS DEGREES OR LOWER PIPE AND DUCTS. Wall 1, Wood Frame, 16" o c,: 2238 1 g 0 0 0 111 (FOR HEATING) AND/OR 8S DEGREES (FOR COOLING). THERMOSTATS USED TO CONTROL SI, SEAL ALL PENETRATIONS THROUGH BLOCKING. HEATINGAND COOLING SIMULTANEOUSLY MUSTHAVEATEMPEHATURE RANGE(OFAT 4'). PROVIDE BOTH INTERIOR AND EXTERIOR AIR BARRIER TO THOROUGHLY Window I Wood Frame. Double Pane with Low-E 158 O.300 55 LEAST S DEGREES) WITHER WHICH CALLS FOR HEATING AND COOLING ARE EITHER ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS, Wh~ dow 2' Wood Frame~ Dou Lie Pane with Low-E~ 18 0.330 SUSPENDED OR REDUCED. SIMILARLY, HUMIDISTATS MUST HAVE THE CAPACITY TO PREVENT ENERGY CONSUMPTION (SUSPEND OPERATION) BETWEEN SO AND GO% RELATIVE DROPPED SOFFIT ON INTERIOR WALL: Window 3: Wood Frame:Dou Lie Pane with Low-E: 21 0.320 7 HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT TEMPERATURE. TOP PLATES, Door 1. Solid 42 0.310 13 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN Door 2: G lass 154 0.350 54 VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR INTERIOR SOFFIT ON EXTERIOR ~/ALL: GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. 1). SEAL ALL PENETRATIONS THRIOUGR THE AIR BARRIER. Wall 2: Wood Frame, 16" o c: 1480 i 9 0 0 0 75 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE DUCTS AND PIPES: FRAMING INTERIOR SOFFITS OR UTILITY CHASES, Window 4: Wood Frame' DOLIIDle Pane with Low-E 128 0 350 45 DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC OUCTWORK AHD PIPES IN SI. SEAL AIR BARRIER 3'OINTS INSIDE THE SOFFIT OR CHASE, Window 5: Wood Frame: Dou Lie Pane with Low-E: 101 0.330 33 UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS SOS.S.S. FLEX DUCT MUST HAVE R-VALUE LABELS ON THE OUTSIDE JACKET (EEECNYS I02.§.S), KNEE WALL SUPPORTING ROOF: Floor 1' Ali-Wood Joist/Truss:Over Unconditioned Space: 2193 30,0 0.0 72 DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1), SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. THE INSULATED ENVELOPE OF THE HOUSE. 2) IF RAFTERS ARE SUPPORTED 8Y WALL pLATE USE INSULATION BAFFLES. IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. The proposed building represented in this document is consistent with the build lng plans, specifications, and other calculations submitted R-1H RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. 3) PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR 3-OISTS ABOVE EXTERIOR with this perlTiit application, The proposed systems have been designed to meet the New Yolk State Energy ConselYatlon Construction WALL PLATE, Code requirements When a Registered Design Professional has stamped and signed this page, they are attesting thai to the best of DUCT SEALING: his/her knowledge, belief, and professional judgment, such plans or epecificatlons are in compliance with this Code DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503 3.4) ALL INSULATION: PORTIONS OF STUD BAYS OR ..FOIST CAVITIES USED AS DUCTWORK MUST ALSO BE SEALED, ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) FULL LOFT, MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND TAPES MEETING UL iS'lA MAY BE USED FOR RIGID FIBER DUCTS TAPES MEETING NOT ROUNDED OR SCALLOPED AT EDGES. Name - Title Signature Date UL iSIS MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT SEALING. FILL THE CAVITY: INSULATION SHOULD BE SNUG IN: CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING WRITTEN MATERIALS: AND DRYWALL IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT OR SUBFLOOR, AND EXTEND ALL 'THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS, WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102,S), A LABEL REFERENCE 0 TO SUCH MATERIAL IS ALSO ACCEPTABLE. CUT AROUND OBSTACLES' INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND REDUCED MOISTURE. ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS, G.C. TO CONFIRM THAT BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. THE FAN ACTUALLY WORKS; USE RIGID OR FLEKIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITGHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY DOCUMENTATION OF R-VALUES: FACED OR UNFACED FIBERGLASS IBATTS, AND RIGID FOAM INSULATION MUST BE IF THERE IS A GAS RANGE INSTALLED SO THAT THE MARKINIGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION. MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASRRAE STANDARD G2-2OOS AND ACCESS OPENINGS, THE REQUIREMENTS CONTAINED IN NYS CODES For DETERMINING MECHANICAL ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE VENTILATION RATES. SAME R-VALUE AS THE SURROUNIDING AREA KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF iOD CFM REINKEN HOUSE Page 1 of 1 INTERMITTENT OF 25 CFM CONTINUOUS AND BATFIROOM EXHAUST FANS SHALL HAVE CATHEDRAL CEILINGS: A MINIMUM VENTILATION RATE OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. 1), PROVIDE 1" CHANNEL FOR AIRI FLOW ABOVE INSULATION, UNDER ROOF SHEATHING, 2), PROVIDE BLOCKING BETWEENI RAFTERS OVER WALL PLATE ~ ~ ~¢~ ~ ~ SCALE:~Foa ' A-14 GENEF~AL NOTE5 W~ND FRAMING NOTES NAILING SCHEDULE ~- · PLAN CONTENT.~: 1). RIDGE-TO-RAFTER ASSEMBLY: HOC f f RAM I N G: OccUpANc,r CLASSIFICATION F~5 ~ESIDENTIAL 1~1/4" x 20 gauge strap shall be aEached to each pair of ra~ers in accordance to table 3,4. JOINT DESCRIPTION NAIL NAIL NOTES ~U~LDIN~ USE ~E~IDENTfAL D~ELLIN~ When a collar tie is used in leu of a ridge strap, the ~umber of 10d common nails required Q~. SPACING CONSTRUCTION NOTES: ineachendofthecollargeneednotexceedthetabullatednumberofSdnaJlsi, thestrap. RAFTERTO 8' WALL: 3-Sd COMMON EACH TOE-NAIL 1). The ~nformahon within this set of censt~ction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOP P~TE 18' WALL: 4-8d COMMOA ~FTER tOTAL 8~. ~T. O~ OONST~OTION (SEE PLOO~ PLANS) intent and framing details. They are intended as a construction aid, not a substitute Lateral framing and shear wall connections for ra~er, ceiling or truss te top plate sha~l be in CEILING JOIST 8, WALL: 3-8d COMMON EACH TOE_NAiL for generally accepted good building practice and compliance with current New York accordance te table 3,3, When a ra~er or truss do net fail in line with studs below, ra~e~ TO TOP P~TE 10' WALL: 4-8d COMMON JOIST State building codes. The General Contra~or is responsible for providing standard or t~sses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN O~ITE~IA =~ES¢~IPTIME A5 PE~ N,~.5. ~ESIDENTIAL CONSTRUCTION CODE AND const~dion deLails and procedures to ensure a professionally finished, st~cturally the to the wall stud with up[~ ~nnections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SEC LAP NAIL ~5 5DC Ni~N BIN~ EDITION, ~OOD FRAHE ~ONST~UGTfON HAN~AL sound and a weatherproof completed product, shall be connected with uplift connections in accordance with table 3,3c, CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE F~HIN~ ~LE~NT5 A~ PE~ FLOO~ ~LAN~, O~O~5 SECTION ~ND ~ENE~L NOT~5 2), The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SEC LAP NAIL E~T. ~LCONrE~ ~o meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with upli~ connections In COLOR TIE AS PER TABLE 3 4 EACH FACE ~ECK~ 40 These codes are to be considered as pa~ ef the specifications for this building and accordance with table 3.3b. When wail studs above dlo not fall in line with studs below, the TO ~FTER WFCM -SBC END NAIL ATTIC5 ~/¢ 5TO~AGE I0 should be adhered to even if in vada~ce wdh the plan. studs shall be aAached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ~TTIC5 ~/ 5TO~A~E 20 acco~ance wdh table 3.3. TO RA~ER END NAIL DESIGN LOAD CALCULATION5 ~OOF (GROUND 5NOB LOAD) 4~ 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LI~E LOAD~ PSF) (DO NOT SCALE DRAWINGS). 4}. WALL ASSEMBLY TO FOUNDATION: TO ~FTER 2 - 16d COMMON ~OON5 (OTHER THAN SLEEPING) 40 First wall st~d, shall be co,nected to the foundation, sill plate, or bolero plate wgh uplift END NAIL 4), The designer has not been e,gaged for construction supe~ision and assumes no oonne~ors. Steel straps shall have a minimum embedment of 7 inches in 6oncrete WALL FRAMI N G:~,~.,.~ FOUNDATION NOTES: Fypelle~edorshea~al[sshallmeetthereq.ire~enbseftable3,15a-bbmestheapproprlate PER "AC~"*~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS, FLOOR FRAM lNG: s.ow SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD I MODERATE SLIGHTTO' I ,o~s~ .,~ ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: ~,u~,,~o¢~.~.do, off~u.~bo.~i~.~..u~o~g.,~,,~.~ogo. ~4o~of DECK AND COVERED PORCH NOTES: :O~STO,~,~o ~s*~ ~* ~ co,~o, ~, TO~ NOTES 8). Drainage as per section E4~5 of N.Y.S. Residenbal Construction Code 2). Girdem for deck joists to be belted to each post with washem and nuts. BAND JOIST TO: PER ~ TOE NAIL ~ the 4 foot perimeter edge zone aEachments required shall be used. I F RAM I N G NOTES ~n~o ~.~ ~t~ ~ ~i.~.~ ~/~" ~ ~ ~" ~., ~¢~ ~o~ ~.h~, ~.~ .~t.. ROOF S HEATH I N G: ~ fra~i.g me~bers with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches c.c. w~c~-s.c WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c. CEI L I N G S HEATH I N G: SHEATHING LOCATION ATNAILpANELSPACINGEDGES NAILsuPPORTsSPACINGiN ATTHEINTERMEDIATEIPANEL F ELD ! NOTES openings. LVL headers to have (3)jack studs and (2) full length studs on each side of WALL S HEATH I N G: NOTES .noho,. wh~r~ ~pp,o~b~, ~o ~,, ~,n.~,,,jo,.t.. PLUMBING NOTES~/~ ~" oss 3" C.C. EDGE other access openings unless othe~ise noted (typical), FLOOR SHEATHING: NOTE: 3). If wall studs, pIates or joists are cut out during installlat~on for any plumbing related work, NAIL NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY , whereappli~ble unless othe~ise noted, statecodeandmanufacturesrecommendationformalximumholesizeandspacingpermgted. STRUCTURAL PANELS BdCOMMON 6"O.C. EDGE EXISTING CONDITIONS. MINIMUM 3000¢ CAPACITY. 9) Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blo~ing In floor joistsHVAC SYSTEM NOTES1" OR LESS 12" O,C, FIELD 1), PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all beefing walls. 1). Mechanical subcontractor is responsible for adheariing to all applicable codes and safe~NOTES:2). UsE SIMPSON HANGERS AND ANCHORS WITH Z-M~ TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. adhered with FL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate conne~ors, I). I~ c~nceai~d $pace~ ~r stu~ ~afls and par&f~f~ns, fnclud[ne Furred spaces, a~ the cegfn~ and rlo~r JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE lO' WALL: 4-8d COMMOh RAFTER TOE-NAIL CEILING JOIST 6'WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE lO'WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM -SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SEC LAP NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTER WFCM -SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE; 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SiDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL t6" C.C. FACE HEADERHEADERTO 16d COMMON ~LONG EDGER NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOk PER 2x6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIST 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROS1' WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY DEPTI TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO 45 LBS. 126 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE ~- 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP PLATE 2- 16d COMMON FOOT SEE NOTE: I SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" O.C. 8d COMMON @ 6" O,C. SEE NOTES' 1,3 INTERIOR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTES: 1 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C, 8d COMMON @ 4" C.C. SEE NOTES: 1,3 JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL ~S PER TABLE 3.g PANELS 8d COMMON WFCM - SEC 7116" OSB 3" C.C. EDGE PLYWOOD Ed COMMON 6" C.C. FIELD GYPSUM 7" D.C. EDGE WALLBOARD 5d COOLERE 10" C.C. FIELD EXISTING DECK ',. 2) EXTERIOR WALLS TO Bg FRAFIED WIT}4 2X~ DF*2 ~TUDS AT 1~" O.C,. 0 ] : ~) DOUBLE UP FL~O~.JOIBTS U~DER PARALLEL WALLS ABOVE, PROVIDE ~ ~ ~ ~ ~ ~ ~ ~ -- ~ ~ -- ~ ~ ~ ~ ON EACH SIDE OF OPENING~ PROVIDE 3 ~ACK STUDS ON EACH SIDE FOR CAI 04i0 LSR ~ , / ~ I C ............ , ...... ,_ 0 ,m JAN - 3 PRO]E~ NORTH , ~No .wc ~.zo~ TO msu~m~ ~,o SCALE: 1/4" = HANUFACTURE"3WARRANTYANDSNALLBE[NSPECTEDTO BEDROOM No. 2 BATH No, 2 CATHEDRAL PLT, NT LOW gXS RS FIR POST TO TRUSS (TYP) LOFT BEDROOM No. 3 STORAGE ROOM /BATH No, 3 ~, G'-O" S'WALL (2}DH1 3226 PLT, HT, PLT. HT PROJECT NORTH STORAGE / / I Z ,,,,,, ,, / , ,~ .... _ ........................ ~ -- ~, , ~ , / ,i ...... ~ / · , .... . ~ , ,, , . .. .~ .... .~ .' ,, . ,, ,,~ ~ . ~ ._ . ...... ~:~___---:~E_z-E ___ ~_EEt ~Z X- ~~~ ,~' ~ ,~ ~ ~?,., , ~ r, ~ , , I"~ ~s) PRO]E~ NORTH .... MUST BEDRYANDCLEAN*R[ORTOI~STALL~NG UNDER~YMENT.