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33344-Z
FORM NO. 4 TOWN OF SOLVfHOLD BUILDING DE pART,lENT Office of the Building Inspector Town] Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33517 l~te: 02/13/09 THIS CERTIFIES that the building ACCESSORY Location of Property: 1200 MILL RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax ~4ap No. 473889 Section 107 Block 1 Lot 2.3 Subdivision Filed Map No. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 6, 2007 pursuant to which Building Peri,it NO. 33344-Z dated AUGUST 23, 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 ACCESSORY NONHABITANLE ONE CAR GARAGE WITH STO~AGE A/qD TRELLIS AS APPLIED FOR. T~e certificate is issued to DENNIS SCHRADER & WILLIAM SMITH (OWNER) of the aforesaid building. S~3FI~DI~K COIR~Y DEPARTME~F~ OF H]~.;%LTH APPRO~Z%L N/A RF.R,L~rKICAL CERTIFICATE NO. 3056370 05/01/08 PLI~BER~ ~TIFICATION DA'£F~3 01 / 22 / 09 WILLIAM J SMITH /~~A thor i z~ Rev. 1/81 FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPA=RTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-33515 Ikate: 01/28/09 THIS CERTIFIES that the building ADDITIONS/ALTERATIONS Id)catlon of Property: 1200 MILL RD ~3%TTITUCK (HOUSE NO.) (STREET) (HAMLET) Colu~ty Tax Map No. 473889 Section 107 Block 1 Lot 2.3 subdivision Filed Map No. __ Lot NO. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated AUGUST 6, 2007 pursuant to which Building Per~ait No. 33344-Z dated AUGUST 23, 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 ALTERATIONS AMD ADDITIONS, INCLUDING COVERED FRONT AMD REAR PORCHES, TO AM EXISTING ONE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to DENNIS SCHRADER & WILLIAM SMITH ( OWNER ) of the aforesaid building. S~FOLKCOIJI~I"IDEPAR~gBTOFB]g~J~I~-PPRO%r~J~ BLE~-rKICAL []gRTIFICA~]g NO. PL~ CERTIFICATION DA~ggD N/A 3056370 05/01/08 01/22/09 WILLIAM J SMITH Authorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD lb--, ...... ' APPLICA~oN FOR CERT~ICATE OF OCCUP~C~- ~a appli~o~ ~,t b~ fillM in by t~.t~ or ~ ~d sub~tted to the Buildi~ ~ For new building or new u~e: 1. Fi~l s~y of pm~y with a~u~te l~on of ~1 buildia~, prepay lin~, s~, ~d ~I ~t~ or to~e f~. 2. F~I ~proval ~m H~I~ D~t. Ofwat~ ~upply and sew~sposal (S-9 fo~}. -3. ~prov~ ofel~l i~lation ~om Bo~d of Fire Und~t~. 4. ~wom a~t~t ~m plumb~ ~ ~at ~ sold~ ..~ :- - '.. . ..... mug, mutuple r~laen~ and sl~lar bufldmm and l~la~,~ of ~de ~li~ ~om archit~t or e~r r~po~ible for ~e buildiag. 6. Submi(Pla~ng Board Approval of~mplet~ site plan r~uimm~ts. L For existing buildings ~rior fo ~ril 9, 1957} nou~onforming us~, or buildings 1. Accu~te ~ey ofprope~y showing all prop~y Ih~, attO, building and and "pre-exi~ing,, laud uses: f~tur~, unusual na~l or to.graphic 2. A prop~ly compfet~ appli~fion and cousent to h~p~t ~i~ by ~e appli~nt. Ifa Celibate deni~, the Building [nsp~or stroll state the r~ons therefor in w~ting to the applier. . Fees I. CeRifi~tc ofO~upancy - New dwelhng $25.00, Additio~ to dwelling $25.00, ~tcrations to dwelling $25.00, Swiping ~1 $25.00, A~so~ building $25.00, Additiotm to a~so~ building $25.00, Busin~s~ $~.00. 2. Ccrtifi~te ofO~upancy ou Preexisting Buildiug - $100.00 3. Copy of~fi~teofO~upancy_ $.25 4. Updat~C~ifi~tcofO~upancy_ $50.00 5. Tempora~ Ce~ifi~tc of Occupancy - R~idcntial $15.00, Co~ercial $15.00 ~ Construe?on: ~ ~ Old or Pr~xisting Building: / ~ (ch~k one) House No. Street ' T°lk C6unty i~ Map No 1000, 8~tion (0~ Bilk ~ { ~t~, mit.o. 33~qq ~ DateofPennit. _~pli~nt: ~.,e _6C.~C/ff ,Ith Dept. Approval:_ ming Board Approval: _ uest for: Temporary Certificate Underwriters Approval: Subm/tted:$ g~(,OC> Final Certificate: ~ (check one) LANDCRAFT ENVIRONMENTS, LTD. 1160 EAST MILL ROAD MATTITUCK, N.Y. 11952 January 22, 2009 Town of Southold Building Department 631 298-3510 FAX 298-3514 JAN 23 2009 BLDG. DEPT. TOWN OF SOUTHOLD RE: Permit # 33344-Z To Whom It May Concern: This letter is to Certify that all solder used in the plumbing work for the above referenced project contains less than 2/10 of 1% lead. All plumbing was executed by the homeowner; William Smith X~i~lia~.~ Smith Date CONNIE D. BUNCH Notary Public, State of New York No. 01BU6185050 Oual fi~ in Suffolk County Commission Expires April 14, 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 GREENLOGIC DENNIS SCHRADER 1200 EAST MILL RD MATTITUCK, NY 11952 Located at 1200 EAST MILL RD MATTITUCK, NY 11952 Application Number: Section: Block: Described as a 3056370 Certificate Number: 3056370 Lot: Building Permit: ~,'~%q'l.,,,-'~ BDC: ns11 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: photovoltaic, Detached Garage, Outside, 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 the ]st Day of May, 2008. Name QTY Rate Rating Circuit Type Miscellaneous photovoltaic system Alarm and Emergency Equipment Inverter Unit Solar Panel Wiring and Devices Disconnect Disconnect 2 0 3. kw 32 0 2 0 30a a/c 2 0 30a d/c seal ! of ! This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 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. 33344 Z Date AUGUST 23, 2007 Permission is hereby granted to: DENNIS SCHP~ADER 1200 EAST MILL RD MATTITUCK,NY 11952 for : ~ ALTERATION & ADDITIONS TO AN EXISTING SINGLE FAMILY DWELLING & ACCESSORY GARAGE RECONSTRUCTION AS APPLIED FOR at premises located at 1200 MILL RD County Tax Map No. 473889 Section 107 pursuant to application dated AUGUST Building Inspector to expire on FEBRUARY MATTITUCK Block 0001 Lot No. 002.003 6, 2007 and approved by the 23, 2009. Fee $ 1,199.20 Authorized Signature Rev. 5/8/02 ORIGINAL Date: January 12, 2009 JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattimck, N.Y. 11952 (631) 298-7116 To: Tom~ of Southold Building Dept. Schrader Smith 1200 F~ast Mill Rd. Mattimck, NY 11952 Pcmfit# 33344z To Whom It May Concern: This letter certifics that the garage was framcd as per plmi which does not require collar ties. Also the decorative tilnbcrs were installed in a fashion which is sate to its occupants. Any questions plcase feel free to call. ]~~~~ i ~s~pt~,xrko ski P.E. 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 ~I'-~'-~/ ~/ INSPECTOR ~'~-~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. [ ] INSULATION [ ] FINAL FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION FIRE RESISTANT ,CONSTRUCTION [ ] FIRE RESISTANT .1~ NETRATION /// 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 ~RRE RESISTANT PENETRATION REMARKS: D ~ INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST FOUNDATION 2ND FRAMING / STRAPPING FIREPLACE & CHIMNEY RRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. ~/~NSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION REMARKS: ;,, .. , DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST ~OUGH PLBG. [ ]FOUNDATION 2ND [ ]INSULATION ~.~. ~ STRAPPING [ ]FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: DATE ~?~- ~'~ ~' 0 ~ INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND ] FRAMING / STRAPPING ] FIREPLACE & CHIMNEY [ ] INSULATION ~)<~FINAL [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: //~/~ /~i~ L~-~/0~L~ ~ 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: ~ /~/~ ~ ~ C~-- DATE /~- ~ - ~ ~ INSPECTOR FIELD INSPECTION REPORT I .DATE FO~ATION mIST) ...................................... ROUGH F~G & STATE ENERGY , TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HAI~L SOUTI~OLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ Examined Approved Disapproved a/c ¢/~.ff , 20 07 ,20 ~)7 PERMIT NO. 5 3.~Z' /~Inspector 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 Trustees Contact: APPLICATION FOR BUILDING 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 will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suflblk 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 co/e, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. / /~,,-~" / (Signature df~aappl}cant or na'nl~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 (As on the tax roll or latest deed If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. Location of land o~n which p~roposed work will b.e ~lon~: f ! k House Number Street I~aml~t County Tax Map No. 1000 ~Sectio. n (Or7 Block O( Subdivision ~40~{,~ofJt._ Of66~ ~ ~Z_~ ~1~-~ G Filed Map No. (Name) ~' Lot ~,3 ' 3. Nature of work (check which applicable): New Building Repair Removal Demolition 4. EstimatedCost{~,~ff)i_.~ (~t~) oo Fee State existing use and occupancy of premises and intended use and o~cupancy of proposed construction: a. Existing use and occupancy c'~ ¢5o.t~ ¢~_~.¢l('/~t°~,~C~'~.~ CI.J~I~ b. Intended use and occupancy g~, 5'~/'31Z',l .~eSt~r~,~_~..~--O~,.~ I ~ Alteration 5. If dwelling, number of dwelling units If garage, number of cars Addition Other Work (Description) (To be paid on filing this application) Number of dwelling units on each floor If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ~ ~ Rear Height _% t9 t Number of Stories ~ Depth Number of Stories Dimensions of same structure with alterations or additions: Front Depth H [' Height ,~ x 8. Dimensions of entire new construction: Front .~©, ~ ( Height ~ O t Number of Stories 9. Size of lot: Front I C0 t Rear ( (0 10. Date of Purchase [ t~qa~ Name of Former Owner Depth 11. Zone or use district in which premises are situated J~._ 6{ (p 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO f 13. Will lot be re-graded? YES __ NO b~Will excess fill be removed from premises? YES NO f 14. Names of Owner ofpremises~Addresst~L00 ~.l*tll~ ~ Phone No.~3(-~-~a~{ Name ofA~tK-teet m~'a~_6 Dt'_g.nk.o6k~ .P~-Addressbi~'~t~,~_~ ~./~ PhoneSo~?,(-'7?_~-'~$~ 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 MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and resthctions with respect to this property? * YES NO ~" · IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY O~: I A/~/I ¢ IXw,..."~,_ 5~,~l'4 k being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)Heisthe (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. Swort~ to before me this t~ :/,~1~ dayof . ,~.~ 205'~ - v - ' Not~blic - MEM"IE O0R0S~ ~T~Y PUBLIC, 8tae of N~ ~ No, 01D04634870 Oualified in Suffolk Cou~ ~ ~ ~ ~es 8ep~bw ~, '~ ( 0 Permit # Permit Date REScheck Software Version 3.7 Release lb Compliance Certificate Project Title: Schrader/Smith Residence Report Date: 08104/07 Energy Code: Location: Construction Type: Heating Type: Glazing Area Percentage: Heating Degree Days: Construction Site: 1200 East Mill Rd. Mattituck, NY 11952 New York State Energy Conservation Construction Code Suffolk County, New York Detached 1 or 2 Family Non-Electric 16% 5750 Owner/Agent: DesignedContractor: Ceiling 1: Flat Ceiling or Scissor Truss: Ceiling 2: Cathedral Ceiling (no attic): Skylight 1: Wood Frame:Double Pane with Low-E: Wall 1: Wood Frame, 16" o.c.: Window 1: Wood Frame:Double Pane with Low-E: Window 2: Wood Frame:Double Pane with Low-E: Door 1: Solid: Door 2: Glass: Floor 1: Ali-Wood Joist/Truss:Over Unconditioned Space: 369 30.0 0.0 13 1187 30.0 0.0 40 16 0.500 8 3488 19.0 0.0 175 156 0.330 51 288 0,350 101 21 0.310 7 101 0.350 35 1556 30.0 0.0 51 Statement of Compliance: 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 New York State 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 speciScations are in compliance with this Code. Dale Builder/Designer Co.~r0/pa nY~l~J~. \ ~ . . ;:,,,,', \\ Schrader/Smith Residence Page I of 4 REScheck Software Version 3.7 Release lb Inspection Checklist Date: 08/04/07 Ceilings: I~ Ceiling 1: Flat Ceiling or Scissor Tress, R-30.0 cavity insulation Comments: Ceiling 2: Cathedral Ceiling (no attic), R-30.0 cavity insulation Comments: Above-Grade Walls: [] Wall 1: Wood Frame, 16" o.c., R-19.0 cavity insulation Comments: Windows: [] Window 1: Wood Frame:Double Pane with Low-E, U-factor: 0.330 For windows without labeled U-factom, descdbe features: #Panes Frame Type Thermal Break? Comments: Yes No [] Window 2: Wood Frame:Double Pane with Low-E, U-factor: 0.350 For windows without labeled U-factors, describe features: #Panes Frame Type __ Thermal Break? Comments: Yes No Skylights: [] Skylight 1: Wood Frame:Double Pane with Low-E, U-factor: 0.500 #Panes Frame Type Thermal Break? Comments: Yes __ No [] Door 1; Solid, U-factor: 0.310 Comments: [] Door 2: Glass, U-factor: 0.350 Comments: Floors: [] Floor 1: All-Wood Joist21'russ:Over Unconditioned Space, R-30.0 cavity insulation Comments: _ Air Leakage: [] Joints, penetrations, and all other such openings in the building envelope that ara soumes of air leakage must be sealed. [] Recessed lights must be 1) Type lC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials. If non-lC rated, the fixture must be installed with a 3" clearance from insulation. Vapor Retarder: [] Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. Materiels Identification: [] Materials and equipment must be installed in accordance with the manufacturer's installation instructions. [] Materials and equipment must be identified so that compliance can be determined. Schrader/Smith Residence Page 2 of 4 [] Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. [] Insulation Rwalues and glazing U-factors must be cleady marked on the building plans or specifications. Duct Insulation: [] Supply ducts in unconditioned attics or outside the building must be insulated to [] Retum ducts in unconditioned attics or outside the building must be insulated to R-4. [] Supply ducts in unconditioned spaces must be insulated to R-8. [] Retum ducts in unconditioned spaces (except basements) must be insulated to R- []Retum ducts in unconditioned spaces (except basements) must be insulated to R-2. . Insulation is not required on return ducts in basements. Duct Construction: I~ All joints, seams, and connections must be securely fastened with welds, gaskets, mastics (adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics must be rated UL 181A or UL 181B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa). [] The HVAC system must provide a means for balancing air and water systems. Temperature Controls: [] Each dwelling unit has at lesat one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: [] Separate electric meters are required for each dwelling unit. Fireplaces: [] Fireplaces must be installed with tight fitting non-combustible fireplace doom. [] Fireplaces must be provided with a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State, the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: [] Water heaters with vertical pipe risers must have a heat trap on both the inlet and ouflet unless the water heater has an integral heat trap or is pad of a circulating system. [] Insulate circulating hot water pipes to the levels in Table 1. Circulating Hot Water Systems: [] Insulate circulating hot water pipes to the levels in Table 1. Swimming Pools: [] All heated swimming pools must have an on/off heater switch and require a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. Heating and Cooling Piping Insulation: [] HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F must be insulated to the levels in Table 2. Schrader/Smith Residence 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 Temperature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2" 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(°F) 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 C~ollng 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) Schrader/Smith Residence Page 4 of 4 CARD /~ o OWNER ~ TOWN OF SOUTHOLD /~'7- ;TREET J '~-0-)0 PROPERTY RECORD VI LLAGE SUB. LOT ~ FORMER OWNER ;EAS. LAND IMP, ~/~ ACR. TOTAL DATE TYPE OF BUILDING COMM. CB. MICS. Mkt. Value /?W/- NEW FARM Tillable Woodland Meodowland House Plot Tot~,..-~ NORMAL Acre Value Per Value Acre FRONTAGE ON ROAD DEPTH BULKHEAD DOCK COLOR TRIM L_Y, ~L..~,~.. M. Bldg Exten~sion ~xtension COLOR ~_~v~C~_ TRIM l_.-~. M. Bldg. Exl-~-~ion Extension Extension Porch Breezeway ~ Garage Foundation B~ment Ext. Walls Fire Place rwe Roof Recreation Room ')armor Both Floors Interior Finish Heat Rooms 1st Floor / IDinette Patio Rooms 2nd Floor O.B. Driveway Total LR. DR. BR. FIN. B Town of $outhold Erosion, Sedimentation & Storm-Water Run-off ASSESSMENT FORM PROPERTY LOCATION: S.C.T.M, #: Distdct Section Block Lot THE FOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF A STORM-WATER~ GRADINGI DRAINAGE AND EROSION CONTROL PLAN CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK. Item Number:. (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Yes Nc) 1 2 3 4 5 6 7 8 9 Will this Project Retain All Storm-Water Run-Off Generated by a Two (2") Inch Rainfall on Site? (This item will include all mn-off created by site cleadng and/or construction activities as well as all Site Improvements and the permanent creation of impervious surfaces.) Does the Site Plan and/or Survey Show All Proposed Drainage Structures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WatenClow! Will this Project Require any Land Filling, Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Matedal within any Parcel? Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand (5,000) Square Feet of Ground Surface? Is there a Natural Water Course Running through the Site? Is this Project within the Trustees jurisdiction or within One Hundred (100') feet of a Wetland or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed Fifteen (15) feet of Vertical Rise to ~ ~ ~ One Hundred (100') of Horizontal Distance? i~ -- Will Driveways, Parking Areas or other Impervious Surfaces be Sloped to Direct Storm-Water Run-Off into and/or in the direction of a Town right-of-way? Will this Project Require the Placement of Material, Removal of Vegetation and/or the Construction of any Item Within the Town Right-of-Way or Road Shoulder Area? (This item will NOT include the Installation of Driveway Aprons.) Wilt this Project Require Site Preparation within the One Hundred (100) Year Floodplain of any Watercourse? NOTE: If Any Answer to Questions One through Nine is Answered with a Check Mark in the Box, a Storm.Water, Grading, Drainage & Erosion Control Plan Is Required and Must be Submitted for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes N.._9_o Does this project meet the minimum standards for classification as an Agricultural Project? Note: If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan is NOT Requlredl __ __ / STATE OF NEW YORK, -- . COUNTY OF ....~...~..~).0.!..I ./-7~.... .......... SS That I .......... l-. .I.~. ~. ..' .... ..~....t. .... being duly sworn, deposes and says that he/she is the applicant for Pemfit, {Name of individual signing Document) And that he/she is the ...... C).~.~ .................................................................................................................................. (Owner, Contractor, ^gent, Co~orat~ Off. er, etc.) Owner and/or representative of the Owner of Owner's, 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 Iris knowledge and belief; and that the work will be performed in the manner set forth in the application filed herewith. Sworn t~,bef~,e me this; I~ ~./~.~/~ ............ LtO...~..:....[ _ ............... day orr __.~.;.....?. ......... 2~...~ FORM - O6]07 N0. 01004634870 Qualified in Suffolk County Commission Expires September 30,~ NEW YORK STATE INSURANCE FUND 8 CORPORATE CENTER DR, 3RD FLR. MELVILLE, NEW YORK 11747-3129 (631) 756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE STYLE CONTRACTING INC 7490 ALVAHS LANE CUTCHOGUE NY 11935 I 1353 699-0 DATE ~ ~/~3/2007 CERTIFICATE NUMBER 984-238 POLICYHOLDER STYLE CONTRACTING INC 7490 ALVAHS LANE CUTCHOGUE NY 11935 CERTIFICATE HOLDER WILLIAM SMITH DENNIS SCHRABER 1200 EAST HILL ROAD MATTITUCK NY 11952 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE STATE INSURANCE FUND UNDER POLICY NO. 1353 699-0 LrNTIL 4/09/2008 , COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COHPENSATION UNDER 'l'nl~ NEW YORK WORK- ERS' COHPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED, OR CHANGED PRIOR TO 4/09/2008 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVER TO THE CERTIFICATE HOLDER ABOIHg. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EYENT OF FAILURE TO GIYE SUCH NOTICE. TItIS CERTIFICATE DOES NOT APPLY TO BUILDING DlgiOLITION. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. U-26.3 109 THE STATE INSURANCE FUND DIREC~I~OR, INSURANCE FUND UNDERWRITING CERT02-2/2001 ACORD. CERTIFICATE OF LIABILITY INSURANCE ] ST~LE -5I 11/13/07 Suite 414 60 Cutter ~/11 Road Great Neck N~ 11021-3104 Phone: 516-466-4200 Fax: B16-466-4213 Style Contracting inc. 7490 Alvahs Lane Cutchogue NZ 11935 THIS CERTIFICATE IS ISSUED AS A ~.TT ER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTtFICATE DOES NOT AMEND, EXTEHD OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. INSURERS AFFORDING COVERAGE NAIC# Utica First Insurance co. 15326 COVERAGES i .~,~:~ ~LL. .a~LT13't296701 10/31./07 10/31/08 -~: "-'-= ' :~' ; 50000 [ ~ ~ ~ ~ :-~m ~ 2000000 L L I I , Willi~ S~th & De~is Schr~er is ~ ad~tional ins~ed CERTIFICATE HOLDER CANCELLATION William ;m~th &Dennis Schraber 1200 E Mill Road Mattituck NZ 11952 ACORD 25 (2001/08) © ACORD CORPORATION 1988 N JAN 23 2009 BLDG DEPI. TOWN OF SOUfHOLD Young & Young 400 Ostr~nder Avenue, Riverhead, New York 631-727-2303 Howard W. Young, La~d Surveyor Thomas C. rgolpert, Professional Engineer Robert C. Tast, Architect Do~g~s E. Adar~s, Professional E~gi~ecr 11901 NOTE~ AI~A = ~:2~OO ~X2. FT. · E~flE~I~/I~ION - "HAT-~ITiflG~'. G~E~. ~TA~" ~ILED IN THE O~flGE O~ THE GLE~ O~ ~fOL~ GOUN~ ON ~A~. 25, 1~2 ~fl~Vt~YO~'S GE~TIt=IGATION · Y4E HEP~EE~¥ OEETIF¥ TO WILLIAM .i. SMITH THAT THIS 5~V~Y ~5 ~PA~D IN AG¢O~ANOE ~ITH THE ~ODE OF ~GTIGE PO~ LAN~ ~U~ ~OP~ B~ THE NE~ ~O~K ~TA~ A~IATION O~ ~E~IONAL LAN~ ~U~O~. PIILLIAH J. CHITH LOT 3 "MAT'rl'nfloK GPJ~EK ESTA'r~E5'' At h4ottltuck, To~n o? 5outholcl 5u~olk C. ounf.~j, H¢~ York C/OL2~I~;~ Tox ~1~:2 District ]OOO Section IO-/ Block OI Lot 2.~ ¢~.ENEEAL At'4ENDVIENT5 FINAL SURVEY 519138 NOTE: t. ~ : STAKE 2. SUFFOLK COUNTY TAX MAP DIST. I000 SEC'[ 107 BLK I LOT P/O 2 5. SUBDIVISION MAP FILED IN THE OFFICE OF THE CLERKOFSUFFOLK C~UNTY ON MARCH 2:5, 1992 AS FiLE NO 9203. SURVEY FOR DENNIS A. SCHRADER 8~ WILLIAM ~ SMITH LOT NO. 3, "MATTITUCK CREEK ESTATES" AT MATTITUCK OATE: JUN. 3, TOWN OF SOUTHOLD SCALE: ~": 40' SUFFOLK COUNTY, NEW YORK NO. 92-0452 #kIMUTHO~IZ[O A~.TtrRATION OR ADOtTION TO '~415 CERTIFIED TO: ~ V~l I[1~ ~ V~l IkI~~N~RA~E IL II I~U.~ ~ 1~1~ mVER~AD, NEW ~RK ~ I AND ~NO SURVEYOR N.Y.S. UCENSt N0.12845 & i I HOWARO W. YOUNG, LAND SURVEYOR ~ I) N.Y.S. LICENSE N0.4589~ BRANDI$ & SONS INC. Young & Young 400 Ostra~der Aven~e, Riverhead~ New York f~90f 631-727-2303 Howard ~. You~, L~ Su~ T~m~ C. Wolpert, Profes~o~l E~i~er Robot C. T~t, Architect Doug~ E. A~, ~fes~o~l Engi~er · 5Ut3,~IVI~ION - "NATTITUC.K, C,I~.EK~ E~TA'~" FILLED IN THE Ot=F:IGI~ o~ THE ~]-L=~.K o~ 5UI~I=OLK- C~O~'rT' ON ~A~, 2.~, I~ A~ ~1/~ HO. ~09 5Ut~.VE"KO~'5 ~,E~.TIFI~,ATION · ~ HEt~EE~¥ ~,F=~TIPf TO WILLIAM J. SMITH THAT THIS ~V~ ~5 ~PA~ IN A~O~AN~E ~ITH THE ~O~E OF ~TIOE FO~ LA~ ~E~Y5 ~OY~D BY THE ~ ~ ~TA~ A~OIATION OF ~FE~ION~ LAN~ ~0~, ILLIAM J. SMITH LOT B "HATTITU~,K ~I~EE~ At 1,4mf. f. lf, uck, Town oF 5ou'bhol~l Suffolk Oount~, New York OOUflt;~ TOX HO12 District IOOO S,¢tion IOW e'~ OI Lot I=OUN~ATION/O~,ATION ,~1,~ GENERAL NOTES CONSTRUCTION NOTES: . The information within this set of conatruckon dooumu~,[,, is rotated to basic design t and tramiog details. They ara intended as a construckon aid, not a subatitoto accepted good bu Idlng prockca and comptiacce with surmct New York g codes. The Genera Contractor ts responslb e for providing standard details and procedures to eccura a protsselonally finished, structurally · I and a weatherproof completed product. The General Contractor Is responsible for enaurtng that all work and conatrockon ~ current federal, state, county and local codes, ordinances and regulations, ato. be considered ss part of the apaolticationa for this building and ,I be adhered to even ii'in variance with the p an. I). Dimensions shall take precedent over sealed drawings. , NOT SCALE DRAWINGS). · The designer has not beec engaged for construction supewlsion and assumes no r for construckon coordinating with these plans, nor responsibility for 1 means, methods, techniques, sequences, or procedures, or for safety programs In connection with the work. There erg no warranties for a I In the use of thsee plans. Refer to the Window and Door schedule for exterior openings. The General Contractor is to ensure that masonry or prafebractad tiraplaces masts mnutscturo's specfflcoflons and applicable codes. The General Contractor Is to consult with the owner for all built-In items as bookcases, ahelviog, pantry, closets, trims, ato. Wind load redulroments shall be taken Into account during construction. FOUNDATION NOTES: 1). The General Contrector and Mason to review plans, elevations, details and notes to datermtne intended heights of finished riGOr(S) above typical grade, ,. NI footings to rest on undisturbed (virgin) soil. Provide 1/2" expanston Joint malarial between concrete slabs and abutting in exterior or unheated interior areas, . Any new concrete walls being attachod to ax sting concrete structure ahati ' be installed with fl4 rD-bar, 18~ long at 12" o.D.. Use approved epoxy for Installation. . Untsse otherwise noted, all ~labe on grade to be 2500 p.sJ.. Concrete to be 4 inch thick sand or grovel till with 8x6 wire mesh reinforcing. Interior slabs be rolnlmum 3-112 lnoh thlck, All till to be compacted to 95% rolaitve density with laximum lilts (layers). . Crawl spaces to be provided with a minimum 18"x24" access opening, install one :16 cast iron fouedatlon vent tat every 150 sq. ft. of area, ,. Dampprcef exterior of foundation with bituminous coating as per section R406 of · Rseidantial Construckon Code, A 6-mil peiycthylene film shall be applied over grade portion of exterior walls prior to beckffing. , Dralhage as per -"e~nn R405 of N.Y.S. Rseldentist Construction Code· . FRAMING NOTES I). All framing technlqueo and methods as prescrlpitve design If 1995, SEC .High Wind Edition Wood Framing Construct[on Manual. ,therwise noted, all flaming and structural wood matsrial to be #2 + BTR. · Floors, Walls, coilings and rafters to be spaca~ at 16 inches o.c, unless noted ,. L ' all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. ~eadera to have (2) jack studs and (2) full length studs on each side of all LVL headers to have (3) jack studs and (2) full ieagth studs on each side of wall window sills shall also have (2) window stil plates for 2x4 watt between 4'1 end 6'0 and 2xS watt openings between 5'11 and 8'9. Provide fire where applicable. All flush beams/headers to be Installed with heavy duty gaMnlzod hangers and ippticable to all conceckng Joists, · Double up flfloor Joists under walls that run parallel to the floor joist and un'~er bethtube e to have ceramio tile installed shall be verified tar pmpar load capacity unless noted on plans, L Provide blacklnglbtidglng In floor iDMs at 8'0 D.C. Use sutid blo~klng In rigor Joists walls, , Provide Insulallen baffles at save vents betweea rafters. Install draft blocking as . Unless otherwise noted, all mots and watts to have a minimum I/2" thick, 4-ply Fir ( exterior sheathing grade plywood. Plywood to cover over plates and headers. Unless otherwise noted use 314" thick T&G PTa Fir or Adventsch plywood subfioor dth PL400 adhesive and screwed to rigor Joists. Finished fisor to be installed subfloor aa par maflufac{ura'a lnstmckona. 1). All bathroom walls to have 112" thick motstura-raaiztant sbeatrook, Garoge walls and :strings and over furnace to have IllS" thick typo-x sheetrock. Ail other parts of building io have regular 1/2' chectrocl~ Ail walls to be taped and finished. 12). All roof with a pitch less than 4:12 shall be Instsited with an Ica & Water barrier or approved equal. Flat roofs shall be apptied with a Flbergtsu base sheet with an EPDM torch down type metarlst over. WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ' 1-114" x 20 gauge simp shall be attached to each pair of rafters In 8cco~ance to robie 3.4. When a collar tie is used In leu of a ridge strap, the number of 10d common nails required in each end of the cotter tie need not exoeed the tabulated number of 8dI nails in the strap. 2) RAFTE R-TO-WALL ASSEMBLY Lateral flaming and shear wall concoctions for rafter, ca ag or truse to tOp plate shell be In sosordanca to robie 3 3 When a rotter or tress do not fall in line with studs below, rafters or truasoa shall be altsched to the wall top plate and the wall tap plate shall be attachod to the to the wall stud with upSff sonnections, Roots overhanging the rake side of the building I be connected wilh uplift connections in accordance with table 3.3oI · WALL-TO-WALL ASSEMBLY: I studs above and atods below e floor level shall be attached with ul~titt connections in a with table 3.3b. Whec wall etude above do not fall In line with studs beloW, the hall be attached to a common member In the floor assembly with uplift conaacfora In scoordecca with tabio 3,3. i. WALL ASSEMBLY TO FOUNDATION: ' i t wa I atods shall be coocected to the foundation, stil p ate, or bottom plate with upi ft rs, Steel strops shall have a rain mum embedment of 7 iochselin concrete n end stab-on-grade, 15 Inches In masonry block founpaitons,.or lapped under and nailed In accordance wtih lab e 3 3b. When steel straps ara lapped ueder the poftoro plate, 3 Inch square washes shall be used with the anchor belts~ Anchor bolt spacing Is to be spaced and sized in accordance to table 3.20. In addition to spacing, nchor bolts are to be spaced between 6-12 inches from the end of a sill plate and ell · TYPE I EXTERIOR SHEARWALL CONNECTIONS: ~ I exterior shear walls with e minimum of 7116 inch ~ structural panel on the exterior ettssbed with 8d common nails at 6' O.D. at the pane edges and 12 o.c. in the field, and 1/2 loch gypsum wallboard on the interior attechod wRh 5d cceler nails at 7" D.C. at panel ~dgse and 10" O.D. In the field shall be In aocerdecca with the length ra~uiramentsspecltied in table 3.150-b. $). TYPE EXTERIOR SHEARWALL CONNECTIONS ' Type Ii exterior shserwalls chati meet the requirements of table 3.1tia-b t[mac the aPPropriate length adjustment tsctsm In table 3,16. 7). INTERIOR SHEARWALL CONNECTIONS: ~ sidewall lengths provided In table 3.14 shati be permitted to be increased when ~ ere used. Sheathing and connactlcea aha be in accOrdance with 12.2.4 rsepactivaly. · CONNECTIONS AROUND EXTERIOR WALL OPENINGS: girder connsut[ona shall be a~shed with upSft connections in a~condanca table 3.5. Window sill plates shall be have steel connectors in accSrdance witt~ table 9). CATHEDRAL CEILING ASSEMBLY: Where e ridge is to be~uccd aa a stmcturol beam, the rattero shall either be notoherd and anchored on top of the beam or slope connectors shall be attschod to ~ach raftar-~to-ridge along the open ceitiag part of the building. Connections to the ridge an? wall shall lbs be i[iach~d with the above requ{roments, DECK AND COVERED PORCH NOTIES: ). Unless otherw se noted a ftaming material to be #1 ACQ prossur, e ,,,~,~,, lu,mb . ~,ti fasteners, hangers and anchors to be gstvinized or stainless steel, i 2) Girders for deck o ~1~ to ba bolted to each post with washers and nuts. air'ara on conorato ple;'~ she be anchored with proper stse oonnsutbro encbora,d into sonorate with e minimum 1/2" dis x 7" long anchor bolt with washers and nuts. ;) Posts supporting gtrd~m shaN be anchored to a 12"x12"x12" th ok concrete footing. tee a minimum 1/2" d a x 7" long anchor bo t w th wsehera and nuts. Fcetings Shell be 3 ff. ~stow grade. Porohes with covered roofs shall have 12" dia. cencrots piers for thor girdero. 4). Deck Joists to have blocking at 8'0 D.C.. ; ~) A m n mum of 10 I~ tiashlng chair b,e, Installed between the bu]ldiog and lodger. .edger to be fastened to bu Idln§ with 112 d a, bo ts wi h washers and'nuts ~vhero needed. · Concrete piers shall be a minimum 6" above grade, · Ail Joists to be supported with hangers and anchors. Each Joist sh~,lf also be anchored girder(s). · Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES I 1 ). All water supply, drol~age and verdihg to be Installed a~ par N,Y.S.; Residential Conatmckce Code. L VerEy septic system wtih the Engineer tar Suffolk County Health Department approval. . If wall studs, plates or Joists ara cut out during and plates to protest and secora the structure. Verity with the ~de and mam'fnnh=rs's recommendation for maximum hole size and spacing permitted HVAC SYSTEM NOTES ri subcontractor Is rsoponaible for edbeering to all appti~ble cedes and safety requlromants. : · HVAC subcontractor Is to fully coordinate all system data and requirements with the 3} H. VA.C_ subcontractor to provide final system layout drawing and submit it to the General , CuihisGior and owner for final review and approval, ELECTRICAL NOTES! 1) A I elestdoal to be installed as per N.Y.S. Residential Construction,Cod . 2), All elactrlcal work shall be approved by a qualified Underwriter. ; }), Inatati Smoke detactora and Carbon Monoxide detectors thmugho~ut as per section R317 13) All sill plates and wood n contact with concrete to be pressure treated. Sill ¢atse to be installed with a foam sill g=aka~ and cop-r-tax term ts shield or approved equal, of N,Y.S, Reslbentist Construction Code. E PLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MU~T CHECK ALL DETAIl R ALTHOUGH EVERY EFF_O_RT_._H~AaS~B~NmM~A~DnE~IN_rHPIERE~PAAMREfl~(~RT~ GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS COIqFORM TO GENERALLY AND DIMENSIONS AND BI= ~I=,~,-~,, .................... . ...... ~ ....... .~,e ^H ) BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT SE HELD LIABLI= I'U~ F~m'r ~r~rt~r~o. ~,--,- CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED NAILING SCHEDULE ,OOF FRAMING: NAiL NAiL NOTES OINT DESCRIPTION QTY. SPACING RAFTER TO S' WALL: 3-8¢1 COMMON ' EACH GE-NAIL TOP PLATE O' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH rOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - SEC 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 - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL NALL FRAMING: NAIL NAIL NOTES JOINT DEscRIPTION QTY. SPACING TOP pLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT ~. - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO - 16d COMMON 24" FACE STUD O.C, NAIL t6" O.C. FACE HEADER TO 16(I COMMON ~LONG EDGES NAIL HEADER TOP OR RD'I-rOM !- 16d COMMON 3ER 3(4 STUD END PLATE TO STUD i - 16d COMMON =ER L,(6 STUD NAIL BoTroM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST 2 - 16d coMMoN FOOT SEE NOTE: 1 END JOIST OR BLOCKING :LOOR FRAMING: NAIL / NAIL NOTES JOINT DESCRIPTION QTY, SPACING PER TOE JOIST TO: 4 - 8d COMMON JOIST NAIL SILL, TOP PLATE OR GIRDER SRtDGING 2- 8d COMMOt~ EACH TOE TO JOIST END NAIL SLOCKING 2- 8d COMMOI'I EACH TOE TO JOIST END NAiL EACH TOE BLOCKING TO: - 16d COMMOt~ BLOCK NAIL SILL OR TOP PLATE EACH FACE LEDGER 8TRIP I - 16d COMMOi~ JOIST NAIL TO BEAM PER TOE JOIST ON LEDGER 3- 8d COMMON JOIST NP,IL TO SEAM PER ~D BAND JOIST ~- 16d COMMON JOIST NAr TO JOIST , PER TOE I~IAIL SAND JOIST TO: 2- 1Sd COMMON FOOT SEE NOTE: 1 SILL OR TOP PLATE : OOf SHEATHING: JOINTDESCRIPTION (~. . spNAAcI~G STRUCTURAL PANELI 8d IASvi~FE~MTA.~3'SJ. CEILING SHEATHING:, JO,.TDES0R. ,O" GYPSUM ~ *..,~, ~ael 7" D.C. EDGE WALLSOARD (au ~'.~-~'~'~110, D.C. FISLD WALL SHEATHING: NAiL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON ~S PER TABLE 3.9 PANELS WFCM - SEC 7116" OSB 6d COMMON 3" D,C. EDGE PLYWOOD 6" D.C. FIELD 7" D.C. EDGE GYPSUM d COOLERS 10" D.C. FIELD WALLBOARD FLOOR SHEATHING: JG,.TDESCR'FT'ON STRUCTURAL PANELS ......... 6" O.C, EDGE NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nalliog reqolroments ara based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-canter at the panel edge to obtain hlgber shear capacities, nailing raqu~rements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to malntoln load path. 2}, When wall sheathing is continuous over connected members,the tabulated number of natis shall be permitted to be reduced fo1 - 1lid nail par foot· b PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE RESIDENTIAL DWELLING BUILDING HEIGHT : TOTAL SQ. FT, OF CONSTRUCTION ~, ~RESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND DESIGN CRITERIA 1995 SEC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS~ CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 AI'rlcs WIG STORAGE 10 ATTICS wi STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 ~ ROOMS (SLEEPING) 30 STAIRS 4O GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CAT,~GORY LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE sym,: FIRE PROTECTION (SMOKE & CO2 DETECTORS) (~ SEE FLOOR PLANS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3.6 RELEASE 1 a CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC I FROSTI IWI"TERI ICESHIELD 145LB' I l gft J B I SEVERE { aFT. ITOHEAVY MODERATEI 11 I ~ ROOF SHEATHING REC UIREMENTS FOR WIND LOADS: SHEATHING LOCATION RAIL SPACING AT PANEL EDGES NAIL SPACING AT INTERMEDIATE~ NOTES S~PPORT8 IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" D.C. 8d COMMON ~ 6" D.C. SEE HOTES: 1,3 INTERIOR ZONE 8d COMMON @ 6" D.C. Sd COMMON ~ 12" O,C. SEE NOTES: 1 ( BOTH FIELDE NOTE: 2 FOR PANEL FIELD ABLE ENDWALL RAKE AND RAKE TRUSS Sd COMMON ~ 4" D.C. 8d COMMON ~ 4' D.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN S(CHEDULE NOTES ONLY. 1 ), For roof sheathing within 4 feet of the perimeter edge of the mol, includitng 4 feet on each side of the roof peak, the 4 foot parlrseter edge zone attachments required shall be used. 2). Tabulated 12 Inch D.C. nail spacing assumes sheathing attached to raft(er / truss flaming members wNh G>0.4B. For flaming members with <0.42<G<0.49, the nail spacing shaN be raduce~d fo 6 Inches D.C. 3). Tabulated 4 inch o.c.'nail spacing assumes sheathing to roffer / truss fr"amthg membora with G>0.49. For tramthg members with 0,42<G<0.49, the nail spacing shall bo reduced to 3 inches D.C. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPAC NG NAIL SPACING AT INTERMEDIATE . AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON @ 6" D.C. 8d COMMON @. 12" O.C. I iNTERIOR ZONE lsd COMMON @ S" O.C.I 8d COMMON @I 12" D.C. NOTES SEE NOTES: 1, 3 ( BOTH FIELD~ NOTE: 2 FOR PANEL FIELD SEENOTE:3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attachmect requirements shall be used. 2). Tabulated 12 inch o.o. nail spacing assumes sheathing attached to stud framing members with G>0.49. For flaming members with 0.42<G<, the nan spacings shall be reduced to 6 inches D.C. 3). For exterior panel siding, galvinized box nails shaS be petitE, ed to be~ substituted for common nails. OCCUPANCY OR OSE ,IS UN-(AWFUL NOTE: : CONTRACTOR TO PROVIDE SOIL TEST TO VERIFYWITHOUT. CERTIFICATE EXISTING CONDITIONS, MINIMUM 3000# CAPACITY, OF ocCUPANCY 1). PROVIDE 5/g" TY~E-X SHEETROCK FIRE STOPPING AT 10'0 IMAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON RANGERS AND ANCHORS WITH Z.MAX TRIPPLE PROTECTIVE COATING FOR CONTAC~ ~ITH A.CQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMIS PER FLOOR, Section R602.B - FIR~:BLOCKING REQUIRED Flrableckfug shall be provided to cut off all Concealed draft openings, (both vertical and hodzontal) APPROVED AS NOTED and to term an effective tiro barrier betwoon stodes,and between a t:°p at°ry and the ro°f space' DATE: ~...~. B.p. ;/ 3' Firoblookthg shall be provided in wood-frame construction In the foll~wing locations. 1 ). In concealed spaces of stud wails and pertltices, including furred spaces, at the ceiling and floor NOTIFY BUILDING DEPARTMENT AT levels· Concealed hedzoatsl furred spaces shall also be tirablocke~d at intervals not exceeding 10 765-1802 8 AM TO 4 FM FOR THE feet. Salts or blankets of mineral or glass tiber shall ba allowed as tireblecldng in walls constructed FOLLOWING INSPECT(ONe: using parallel rows of studs or staggered studs, 1. FOUNDATION - %~/0 REQUIRED FOR POURED CONCRETE 2). At all Intemennectlons between concealed vertical and horizontall spaces such as occur at soffits, 2. ROUGH - FRAMING & PLUMBING drop ceilings and cove ceilings, 3. [NSULATIGN 4. FINAL - CONSTRUCTION MUST 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces BE COMPLETE FOR C,O. under slalra shall comply wirh Section R314.8, N.Y,8. Residential ' Cede. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OFTRE CODES OF NEW 4), At openings around vents, pipes and ducts at call(nB and floor lewel, to resist the flee passage of YORK STATE· NOT RESPONSIBLE FOR ftameandproduo~ofcombushon. DESIGN OR CONSTRUCTION ERRORS. 5), For the flreblecking of chimneys end fireplaces, refer to Section IR1001,16. N,Y.S. Residential Code. O0 NOT PROCEED WITH t~_ FRAMING UNTIL SURVEY ¢/J4 ~ OF FOUNBATION LOCATION ' HAS BEEN APPROVED. " RETAI 8TORU WAIER RUNOFF PURSUA/fl' TO CHAPTER OF THE TO,fit CODE REQUIRED PLUMBING ALL PLUMBING WASTE & WATER LINES NEED TESTING BEFORE COVERING ALL CONSTRUCTION SHALL MEE~' THE REQUIREMENTS OF 1 CODES .OF NEW YORK STATE ,PLUMBER CERTIFICATION ~N LE~D cONTENT BEFORE ERTIFICA'~E OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM Co~ANNOT EXCEED 2/10 OF 1 ~ LEAD· CERTIFICATION OF NAILING & CONNECTION8 REQUIRED. General Notes Schrader / Smith :Residence 1200 East Mill Rd. Mattituck, New York 11952 Landcraf Environments ltd. 1160 East Mill Road, Mattituck, New York 11952 Phone: 631-298-3510 Fnx: 631-298-3514 landcraEe~aol.com I SCALE: DATE: PAGE: As ~oted 7/16/2007 A WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS UHE THE FOLLO~JING APPROVED U6P METAL CONNECTORH FOR PR[OPEt~ !ZIIND REE:,IE:,TANT ~t GOOD CONSTRUCTION. FOLLOW M,,~,NUFACTURE'~ REC;OMMEH~DED INE:~TALLATION INSTRUCTION6 TO ACHIE'v'E MAXIMUM UPLIFT LOAD C:APACIT"r'. ENDWALL flSPNUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE DF ALL CORNERS ANCHOR ~ TO FOUNDATION WI ANCHOR BOLTS HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP CONNECT TO 1 SIDE OF ALL CORNERS ON I ANCHOR I PLATESOFIST. FLOOR. CONNECTTHROUGH TEE FLOORS TO EACH OTHER WI THREADED ROD, KiNG STUDS CRIPPLE STUD HEADER JACK STUDS RAFTER~ RIDGE LEDGER RAFTER 0 ADSS ALLOPENINGS RT3ORRT7 TYDOWNANCH?R APPLYTOEACHCRPPLESTUD, CRICKET AT TOP-SiDE OF WALL SHEATHING ADS5 ETAPPING TO EE ATTACHED TO WALL STUDS ~4S"OC AND ALL WINDOW/DOOR OPENING JACK STUDS FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION METAL STRAP RIM BOARD SILL PLATE(S) FOUNDATION INSTALL 4~0'' D.C. 4"- S" LSTA24 1-114"x24" 20ga. STRAF AND JACK STUDS ' ~N ALL OPENINGS INSTALL 4'0" O,C, 8'- 14" LSTASO 1-114"x30" ISge. STRAF AND JACK STUDS :~N ALL OPENINGS 14"- 16" LSTA36 1-114"x36" Iaga, STRAP AND JACK STUDS 3N ALL OPENINGS 8'rAPPINO TO BE ATTACHED TO WALL STUDS ~4E"OC AND ALL WINDOW/DOOR OPENING JACK STUDS UEP NUMBER DESCRIPTION APPLICAT[DN INSTALL 4'~' O.D. LSTA36 I-1/4"x36" Iaga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O.C. AND JACK STUDS ON ALL OPENINGS 2ND. FL1OR WAU. ~ 1BT, FLOOR WALL FLOOR JOIST DEFTR COHE. FOUNE^T,O, '1 KEYWAY FOOTING ~, ~. ,t~ ' FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL - MAINTAIN GAP BETWEEN WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEl AND SO AS TO MAINTAIN AIR }AP TO PREVENT CAPILLARy ACTION KEEP ROOFING NAILS OUT OF FLASHING TYPICAJ. CONG. FOUNDATION. APPLY PJLAGTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONG. SLAB EX6 10/10WWM COMPACT FILL BAR DRAIN TILE ~ [~ ~! 12" YPICAL CONG, MONOLITHIC FOUNDATION, REINFORCE WITH (2) fi4 REINFORCING BAR8 ROOFING LAPS BASE FLASHING 4 INCHES EASE FLASHING WRAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AND LAPS SHINGLES AT BASE MIN. 4 INCHES ILO:o'or lUS E% =ERI.,=?ER's;*: PlAFPLY OVEE' ,F %G EH RA R RAFTER TOP PLATE WALLSTUO RAFTER TOP PLATE WALLSTUD LOCATION ;~FTERJPLATE PLATEJWALL RAFTER SiZE 2XS-2XS 2X10 JSP NUMBER DESCRIPTION LS26 legs, SLOPE HANGER LE210 1ELl. SLOPE HANGS APPLICATION APPLY TO EACH RAFTER I LEDGER APPLY TO EACH RAFTER I LEDGER T~LLVTLVT~ROUGH-ROOF EXHAUST VENTS SELECTED AND GATED BY CONTRACTOR VENTILATION CHANNEL ,~ AS REQUIRED R,&,FTEt~E~ ~ MAINTAIN · ~k/~-~ VENTILATION 2x4 LEDGER 2x4 SOFFIT JOIST ATTIC SHALL BE PROVIDED WITH A '/ MINIMUM NET FREE VENTILATING AREA GUTTER TEE SPACE VENTILATED ALL OPENINGS · t &"-CONTIN SCREENED VEN] SHALL DE COVERED WITH CORROSION- ' RESISTANT NETAL MESH WITH MESH -CONTIN. SOFFIT I EXT. PLYWOOD OPENINGS OF ~ INCH IN DIMENSION. HOFFJTED E,~,~E ROOF 'VENTILATION / SOFFITED SAVE DETAIL RIDGE CAP OF SANE MATERIAL AS ROOFING NAILED TO SHEATHING TI'IROUGH VENT PRE-MN~UFACTURED RIDGEVENT FOLDS OVER RIDGE TO CONFORM TO ~LOPE OF ROOF NEOPRENE GASKET ROOFJACK ~ KEEP SHEATHING MIN, 1-1/2" FROM PEAK TO ALLOW FREE AIR PASSAGE BATH I SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT BACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS, UNDER WALL. FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVrDE BLOCK(NG ~24'OC WOOD JOIST ~ BLOCKING WOOD GIRDER PROVIDE BLOCKING BE'~'WEEN JOISTS THAT ARE EP)CED AND OVER BEARItNG WALLS AND HEADERS WOOD dOIS*l GIRDER/HEADER WOOD JOIST ALL JOIST8 CONNECTED TO A FILUSH HEAOER TO BE SUPPORTED WiTH THE PROPER[ STEEL CONNECTOR, IF ABLE, SET FIR JOISTS APR(OX, 112" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINIKAGE. & REDUCE BUMP OUTS ROOF JACKH ( VENT~ DETAIL r*~-/. -DOOR FRAME . 4 SLA,~, ,I, , TYPICAL E, EAtM DETAIL ~TEF. L / EiOTT~:~hl BF-~RING . IIDE LU &L FL,4,. FtlNG CONE. SLAB COMPACT FILL COND,.G. MIN. 3" STEEL COLUMN ANCHORED TO 24'x24"Xl 2" CONC. FTG, REINFORCING SAR THICKEN SLAB8 BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) fi4 REINFORCING BARS· JSP NUMBER[ DESCRIPTION APPLICATION 'i~DOWN ANCHOR RAFTER TO pLATE RTl5 CONNECT EACH I I' CONNECT OVER I SPTH4 STUD PLATE ANCHOR pLATES TO EACH STUD DEL. SILL PLATE ~/' ..~"'/.~"./* TERMITE SHIELD~~: SILL GASKET A[NCHOR BOLT CONNECTION USE WITH 3x3 SQUARE WASHERS UEP LEPSS8 OR BP583) FOUNDATION 518" DIAl ANCHOR BO1~1 ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDA'T]ON 1 STORY r2" DC ((CRAWL SPACE OR FOUNDATIONI SILL PLATE TO FOUNDATION . 36" OC (CRAWL sPACE OR FOUNDATION) 2 STORIES E/~LL BOTTOM pLATE TO FOUNDATION '~-2 STORIES 57" DC (SLAB-ON-GRADE) , I/2'*A~R E,~C. AT END AND NOTCH BEAM FOR MUDSILL IF REQUIRED - MAXIMUM NOTCH EQUALS 114 DEPTH OF BEAM SHEET METAL 1308 FELT UNDER SEAM AT POINT OF CONTACT WITH CONCRETE OR CONG. BLOCK SHIMS TO LEVEL BEAM · 8" MINIMUM BEARING SURFACE FOR WOOD BEAM POCK. ET ROOFING LAP8 FLASHING AT 8IDES AND TOP GARAGE DOOR ~,LOCKOUT FLASHING LAPS ROOFING AT BOTTOM SUSFLOOR JOIST ~F STEEL BEAM NOTCH JOIST ~ND ADJUST HEIGHT (WITH A NAILINIG PLATE IF NEEDED) TO BE APROX. 11/2' OR HIGHER THAN STEEL BEAM TO A~LLOW FOR SHRINKAGE (PROVIDE STRAPPING~ TO KEEP JOISTS ALIGNED) SUBFLOOR ? ~ JOIST STEEL BEAM ~111-- Construction Details Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Landeraft Environments ltd. 1160 East Mill Road, Mattituck, New York 11952 Phone: 631,298-3510 Fax: 631-298-3514 landcrafm~aol.com SCALE: DATE: PAGE A, ot, d 7/16/2007 B WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOU..OWlN~ OR ,4,PPRO~'E~ USP ME'r'~L CONNECTOR~, FOR PROPE]~ I~IND RE~I~T~NT ~ON~TRU~TION. FOLLOW MANUFACTURE'6 RE~OMMENDE~ IN~T~LL~TION IN6TRUCTION6 TO ~HIE~'E M~×IMUM UPLIFT LOAD 4" MAX. RAILING 1-1/2" SERC~ MINIMUM HANORAII~ ~ HANDRAIL COI~TION RIDGE ~ RIDGE TO-RAFTER CONNECTION RAFTER ro PLATE/STUD CONNECTION I 4" O~A. RA~MUM ~ ~- SIp, DER/R'~ER JOIST SPLICED JOIST8 OVER HEADER/GIRDER wo;C,C CEILING JOIST TO BLDG. CONNECTION WOODJOIST GiRDER/HEADER WOODJOIST FLUSH JOISTS WITH HEADER/GIRDER DECK/PORCH LEDGER CONNECTION WOOD JOIST ' ' BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER RAFTER-TO-LEDGER CONNECTION 2XsRAF~.%~ZE [~SP N [L%N1BER U~,A. SLoDESCI~E%LNGEs APPLy TO APEAQ.IP(,~IL[ RACA;10,ENR / LEDG EBI RAFTER TOP PLATE WALLSTUD RAFTER TO PLATE/STUD CONNECTION LOCAT'~ON USP NUMBER DESCRIPTION ERTl5 ~YDOWN ANGqOR .APPUCAI'[ON GIRDER/HEADER POS~COLUMN IPOBT-TO-GIRDE R/HEADE R CONNECTION USP NUMBER DESCR~ON API~CA3ZON (MINIMUM) MINIMUM L MN UPLIFT S~MPSON STSONG TIE MODEL STRR1/2 INSTALL AS pER MANUFACI1JRES RECOMENDA'IIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION LC~T~ON USPNUMBERI DESERIPT[ON i AI~L~CA'rJON POST RiM/DECK JOIST-~ POST-TO-DECK CONNECTION USE MIN. (2) 112" DIA. GALV. BOLTS WITH WASHERS AND NUTS GiRDER/HEADER POS~COLUMN-- POST-TO~IRDEPJHEADER CONNECTION USE MIN. (2) I/2~, D~A. GALV. BOLTS Wi~1~ WASHERS AND NU1S GIRDER CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCRI'JON U~P NUMBER DESCRiFTZON APPLICATION (2) BEAMS PAU~ OR W~HIPOST/BERN ANCNORIAppLy '10 EACH NIERJ 3 BEAMS PAU66 OR WE66 POST / BEAM ANCHOR AppLy TO EACH pIER POST CONCRETE FOOTING DECK POST FTC. CONNECTION LDCATJON USP NUMBER BBSCIL~PT~ON AePL~CA13ON 4X4 POST PAU44 OR WB441POST/BEAM ANCHORJAPPLY TO EACH FOOT~NGI CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC L, FRONT WINTER [CERHiELD DECK AND COVERED PORCH NOTES: o gln~r(i). NAILING SCHEDULE ROOF SHEATHING: )NAILI NAIL JOINT DESCRIFnTION QTY, SPACING NOTES RUC L AS PER TABLE 3,8 ROOF FRAMING: JOINT CEECRIP1TIOh NAIL NAIL QTY, SPACING NOTES RAFTER TGI 8'WALL: 3-ad COMMON EACH TOPP~TE! 10'WALL:4-adCOMMON RAFTER TOE-NAIL CEILING JOIS~T S' WALL: 3-ad COMMON EACH TO TOP PLATIE t0' WALL: 4-Ed COMMON JOIST rOE*NAIL CEILING JOIST 'TO AS PER TABLE 3.? EACH PACE PARALLEL RAFTTER WFCM - SEC LAP /'gAlL 0E[LrNG JOIST !.~AP8 AS PER TABLE 3.7 EACH FACE OVER PARTITiCON WFCM-SBC LAP NAIL COLLAR TIE: AS PER TASLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - ad COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - lad COMMON END NAiL WALL FRAMING: JOl~ DEECRNPTION NAIL NNL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 16d COMMON FOOT FACE NNL TOP PLATES AT JOINTS PACE INTERSECTIONS 4 - 16d COMMON EA. SIDE RAIL STUD TO 24' FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO 1S' O.D. FACE HEADER lad COMMON ~,LONG EDGEt NAIL TOP OR BOTFFOM 2 - lad COMMON PER 2x4 STUD END PLATE TO 81TUD 3-1Bd COMMON PER 2x6 S'IUD NAIL DECK FRAMING: JOINT DESCRNPTION NAIL NAIL QTY. ~PACING NOTES JOIST T(O: PER TOE SrLL, TOPPLATE(ORGIRDER 4-adCOMMON JOIST NAIL BRIDG/NIG TO JOISIT 2 - ad COMMON EACH TOE END NAIL BLOCKINGS TO JOIS1T 2 - ad COMMON EACH TOE END NNL BLOCKING I TO: EACH TOE SILL OR TOP IPLATE 3- lad COMMOk BLOCK NAIL LEDGER 8'ffRIP TO BEA/M 3 - 16{I COMMON EACH FACE JOIET NAIL dOIET ON LE[OGER PER TOE TO BEA~A 3 - ad COMMON JOIST NAIL BAND JON~T TO JOIS1T 3 - 18t:1 COMMON PER END JOIST NAIL BAND JOIS1T TO: PER SILL OR TOP ;PLATE 2 - lad COMMON FOCT TOE NAiL Construction Details Schrader / Smith Residence 1200 East Mill Rd. Matt[tuck, Nsw York 11952 Landcraft EnvironmentN ltd. 1160 East Mill Road, Mattttuck, New York 11952 Phone: 631-298-3510 Fax: 631-298-3E14 landcmtte~aol,eom SCAL__~E: DATE: PAGE: ^,.o,. 7/16/2007 C III¸ ] [I I1' 'Fro fo DF<N ii _-'._ _, -I ~o I~ISM~I H -II "' ~YI~'~q Ool, lorfdc1~o~ -la Ke~/iAd Existing Conditions/Demolition Site Plan Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Landcrall Environments ltd. 1160 East Mill Road, Mattituek, New York 11952 Phone: 631-298-3510 Fax: 631-298-3514 SCALE: DATE: 'PAGE: AsNo*~ 7/16/07 1 -I' -1 ilo,, ~g~,,o,~ I~Ld' I Foundation Plan Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 I Landcratt Environments ltd. SCALE: DATE: PAGE: A, Noted 7/16/07 ' 2 ~1 0L 6¢ L HvA6. ~l.on ,,oor.,r.-.-/¢,~r,).l)),~ -miL I ~c,J J~ll J 3"9 I I'/¢'V I I ~/~,,,/ First Floor Plan Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Landcraft Environments ltd. ^,.orca 7/16/07 3 ¸Ii F_.-16 o,C, ], I ~'o r~c,14Ait. I _. I T I 'I' Second Floor Plan Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Lan&raft Enviromuents ltd. 1160 East Mill Road, Mattituek, New York 11952 Phon~: 631-298-3510 Fax: 631-298-3514 SCALE: DATE: A,~o~:d 7/16/07 pAGE:4 I G Elevations; North & South Schrader / Smith Residence .1200 East Mill Rd. Mattituck, New York 11952 Landeraft Environments ltd. I x 160 East Mill Road, MattRuek, New York 11952 Phone: 631-298-3510 Fax: 6~1-298-3514 I landerallef~aol.eom SCALE: As Noted DATE: PAOE: 7/16/0'/ 5 ~,1.0n II d'dl4 ~'Y'O ~l~ i3d~. uOF~p .] SCALE: DATE: PAGE: As,,,o:~d7/16/07 6 Wall Section Detail Elevations; West & East Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Lan?raft Environments ltd. 1160 East Mill Road, Matlituck, New York 11952 Phone: 631-298-3510 Fax: 631-298-3514 andcraRe(~aol.~om ,[ ,.7 Sections & Details Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Landcraft EnviromneDts ltd. 1160 East Mill Road, Mattituck, New York 11952 Phon~: 631-298-3510 Fax: 631-298-3514 landerafte(~aoL¢om SCALE: DATE: PAGE: A:~m 7/16/07 IOORSCHEDULE ~lanufacturer ExistinL --~nderson Anderso.~n Andereo.~n TBD TBD FWH3168AR :WGg08gL FWH6368APLR 3lmenslons W x H 2'-4" x 6'-8" Solid Core WD Pane) ~ ~stio Door ~ Gilding Patio Doors ~ :rennhwood H[ned Inswln Patio Doors Solid Cora WD Panel ~ ~olid Cora WD Panel ~_ Solid Cora WD Panel ~ ~-~'d Cars WD Panel ~ 1 Front Enb 2 Rear Entr 3 ~reakfast Roon' 5 Kitchen Closet 6 Basement ~7 ~ TBD 8 Bath 1 ~ ~9 HalIBath 2nd FI. ~ t 0 Master Sadrao.____._.~m ~ tt Master Bath' , TBD '12 Master WC t3 Attic '14 Bedroom II '16 TBD G'1 G3 TBD 4A sea Window Sahedule 2'-8" x 6'-8" ~olld Core WD Panel Solid Core WD Panel 2'-6" x 6'-8" Core WD Panel Y-0 1/8" x 6-7 1/2" 3olid Core WD Panel 3olld Core WD Panel Bi-Fold ~ Door Door )stalls ri8' ~ll divldeU light, rilles ri8" Full divide~s ~H ~onal Items Ext Door to be st?.~.~ed and re[~ainted Ext Door to be stripped and re.painted Room side to be full Mirror Door to be strl ed andre alnted I divlded~ ~ Insect Screen Sail Catch In Header ~ln_..~d Insect Screen Saddle ncluded ncluded Stone Stone None ¥ood Stone Stone Wood qone~ :luded · WINDOW S(~HEDULE All Windows to be Andemon sedes 400 unless otherwise noted NI Exterior Finish to be White All interior Finish to be Pine Ali grilles to be 7/8" width, configurations In be Full Divided Light unless otherwise noted 1 Pressure upgrades IJnlt # I~l~s~o-na'W. H T e Details Oilr A 9 2'-0 118" x 2'-0 1/8" Awnln ~ B 8 ~e Hung LMod[fled Colonial, 6 over t ' C 1 8 over 1 D 1 2'-1t 5Iff' x 3'-8 718~' 8 over I t E 2 §18" x 3'-8 7/8" Double Hung Modified Colonial, 6 over 1 F 4 -5" x 5'-4 t3/16" Casement G 1 "x 5'-4 13/16" H 1 CXW155-L 16" x §'-4 t3/16" ?,asement I I CXW156-R 6116" x 5'-4 13/16" .",assment J 2 CTR3010 __S" x 1'-0" transom . K 1 15/16" x 2'-0" L 1 WDH21052 6/8" x 5'-4 7/8" I, 6 a~ver 1 M 2 WDH3452 ( 3'-4 718" i ewer 1 N 2 1'-9 §/16" O 1 6/8" x 1'-g 5116" p 2 "x 5'-4 7/8" § o,ver 1 I 5/16" x 6~-4 7/8" PI0ture Unit R 1 CIR30 15116" diameter S I !'-0 118" T 2 6 over 1 U 4 4 o)ver 1 V I ;" x 6'-8 7/8" 2 over 12 W 1 2'4 318" diameter ssance Grille X 1 3TR4010 Transom y 1 RV4446 , Roof Window Terrastone finish Storm~watch? Stone Z 2 ~ 2121 '-g" x 1'-9" ntedar & Exterior in White AA 3 basement AB I DVL2030 !'-11 15/16" Window , Grille 4A I WTR6617 cust. 114" x 1'-9 5/16" GA 3 ~ 5/8" x 4'-9 1/4" Double Hung Intedar & Exterior in White GB 7 '8" x 2'-0 118" & Exterior in White Total 69 white OIIrubbed bronze OIIrubbad bronze Oilrubbed bronze Ollrubbed bronze Oilrubbad bronze OIIrubbed bronze Oilrubbed bronze sash lock, OII rubbed bronze white Oil rubbed bronze lock Oil rubbed bronze Estate sash 1oak & FIn~ White d sash I~ Standard ,white Rddltlanal Items Notes nsect Screen ~sect Screed Insect Screen sect Screen Low E Sun ~ Low E Sun Low E Sun Low E Sun ' E Sun Glass Low E Sun Glass isect Screen 1 Glass Insect Screen Low E Sun Glo s._,.~s Low E Sun Glass TruScene Insect Screen Low E Sun Glass Low E Sun Glass Low E Sun Glass Glass TmScene Insect Screen, Pine 'ruScene Insect Screen, Whit._.~e ruScene Insect Screen White ruScene Insect Screen, White Insect Screen TmScena Insect Screen, Whlt~ ruScene Insect Sor~ 2 Sets Key Block Kits r_..~Scena Insect ~ rruScene Insect Screen Pine Low E Sun Glass Low E Sun Glass Law E Sun Glass Custom width over Doors to match adjoining Transoms Exterior Shutters W x H Pair 12" x 60" 1.__Pair 12" x 45" FINISH SCHEDULE Mill Work/Trim manufacturer to be Hudson River Mills unless otherwise noted FIoodng manufaaturer TBD Room Name :leer Base Nail Cefllng Crown Mldg Window Case Door Case Iotas laterlal Finish Material Finish ~laterlal Finish Material Finish Material Finish Material Finish Material Finish First Floor Entry !2 114" Oak Stein CH 101-7 (7 1/2") G~p Bid Gyp Bid HR 103 & 706 Painted AC 401-5" Painted Existing Painted Dining Room Exlstin[I Stain CH 101-7 (7 1/2") G~/p Brd above panel Gyp Brd HR 103 & 706 ~ainted AC 401-5" Painted AC 40%5" Painted Kitchen Tile i CH 101-7 (7 1/2") Gyp Eidfrlle Azek Bead Brd Paint HR 103 & 706 Painted AC 401-4" Painted AC 401-5" Painted Lsundl7 Tile ', CH 101-7 (7 1/2") Gyp Brdrrlle Gyp Brd HR 103 & 706 Painted AC 401-5" Painted AC 401-5" Painted Bath I Tile I CH 101-7 (7 1/2") Gyp Bid/Tile G},p Brd HR 103 & 706 Painted AC 401-5" Painted AC 401-5" Painted Brsakfaat Trio I Gyp Brd Gyp BrdlRafters N/A Llvln~Room Wide~lankwood Stein GypBrd GypBrdlRaflem N/A I Second Floor Hall Existing Stain Existing Paint GypSrd GypBid HR103&706 Painted Exisfln~ Painted Existing Painted Hall Bath Existi~ Existing N/A Exlstrng Existing Existing Painted AC 401-4" Painted Existln~l Painted Bedlam II Existing Existing Paint Gyp Brd Gyp Brd HR 103 & 706 Painted Existln~ Painted Exlstin~ Painted Master Bedroom Wide plank wood 3teln 3teln Gyp Bid ~/enltlan Plaster Gyp Brd/Raftem N/A DreaelngRoom Wldeplankwood Stein Stain GypBrd CenlflanPlasterGyDBrd/Raffers N/A N/A NoBaeeatCablnetn/ Master Bath Tile Gyp Brd/TiJe Gyp Brd/Raffers Schedules Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Landcral~ Environments ltd. 1160 East Mill Road, Mattituck, Now York 11952 Phone: 631.298-3510 Fax: 631-298-3514 andcrat~eC~aol.com I SCALE: DATE: p~.OE: AS Noted 7/16/07 15 !/ D% I17 ,/// ~ ,UF G Garage Plan Schrader / Smith Residence 1200 East Mill Rd. Matfituck, New York 11952 Landcraff Environments ltd. 1160 East Mill Road, Mattituek, New York 11952 Phone: 631-298-3510 Fax: 631-298-3514 ' landcraite~aol.oom ,~,~, -o 7/16/07 PAGE: G1 Garage Elevations & Section Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Landcraff Environments ltd. 1160 East Mill Road, MaRituc[q New York 11952 Phone: 631-298-3510 Fax: 631-298-3514 landcraf~ef~aol.com DATE: PAGE: 7/16/07 02 GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and flaming details. They are intended as a construction aid, not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatheq)roof completed product. 2). The General Contractor is rsoponsible for ensudng that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan· 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for consflucaon supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for consfzuctlon means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work, There are no warranties for a specific uae expressed or implied in the use of these plans· 5). Refer to the Window and Door schedule for exterlar openings· 6). The General Contractor is to ensure that masonry or prafabracted fireplaces meets or exceeds manufacture's abecitications and applicable codes. 7). The General Contractor is to consult with the owner for all buiINn Items such as bookcesee, shelving, pantry, closets, trims, etc. 8). Wind Icad requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undletur'ond (virgin) soil· 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occudng tn exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #4 re-bar, 18" long at 12" c.c.. Use approved epoxy for installer[co ~). Un[sos othe~vice noted, all slabs on grade to be 2500 p.s.l.. Concrete to be ~oured on 4 inch thick sand or greval fill with 6x6 wire mesh reinforcing· Interior slabs JO be minimum 3-1/2 inch thick. All fit[ to be compacted to 95% relative density with 3" maximum lifts (layem). 3). Crawl spaces to be provided with a minimum 18'x24" access opening. Install one ~x16 cast iron foundation vent for every 150 sq~ ft. of area. ?). Damppreof exterior of foundation with bituminous coating as per section R406 of ~.Y.S. Residential Construction Cede. A 6-mil polyethylene film shat[ be applied over :he below grade portion of exterior walls prior to backfilling· ~). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Fram ng Cons ruction Manual, ~). Unless otherwise noted, all flaming and structural wood material to be #2 + BTR. Douglas Fir. . Floors, walls, ceilings and rafters to be spaced at 16 inches c.c. unless noted I. Unless othenvlse noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Beadng wall headers to have (2) jack studs and (2) full length studs on each s de of all 3partings. LVL headers to have (3) jack studs and (2) futi length studs on each side of [~penings. Bsedng wall window sills shall also have (2) window stil plates for 2x4 well ~benings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/handora to be installed with hcaW duty galvin[zed hangers and anchors where applicable th all connecting joists· WIND FRAMING NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: 1~114" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4· When a cellar tie is used in leu of a ridge strap, the number of 1 Od common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap· 2). RAFTER-TO-WALL ASSEMBLY: Lateral flaming and shear wall connections for rarer, cat[lng or truss to top plate shal{ be in accordance to table 3.3. When a rafter or tress do not fall in lice with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wati stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c, 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be aftached to a common member in the floor assembly with uplift connectom in accordance with table 3.3, WALL ASSEMBLY TO FOUNDATION: ioundafion, sit[ pleta, or boffom plate with uplift I minimum embedment of 7 inches in concrete 15 inches in masonry block foundations, or lapped under bottom plate, 3 inch square washes shall be used with the anchor belle. Anchor bolt , is to be spaced and sized in accordance to table 3.2a. In eqdtiion to spacing, a to be spaced between 6-12 inches from the end of a sill plate and all 5}· TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I extedor shear walls with a minimum of 7/16 inch wood structural panel on the e)cterior altached with 8d common nails at 6" c.c. at the panel edges and 12" c.c. in the Reid, alnd 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at penal edges and 10" c.c. in the field shall be in accordance with the length requiremenle specified in table 3.15a~). 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior 6hearwatis shall meet the requirements of fable 3.15a-b times the appropriate llength adjustment facfom in tebfs 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: dl fsngtha provided in fable 3.14 shall be perrnitted to be increased when nterior shearwatis are used. Sheathing and connections shall be in accordance with girder connections shall be attached with uplift connections in accordance plates shall be have steel connectors in accordance with table 3). CATHEDRAL CEILING ASSEMBLY: Nhare a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or stope connectors shell be attached to each refter-to-ridge along the open ceiling part of the building. Connections to the ddge and wall shall be be attached with the above requiremenle. DECK AND COVERED PORCH NOTES: I ). Unless otherwise noted, all flaming material to be #1 ACQ pressure treated humber· ~,ll fasteners, hangers nag anchors to be galvinized or stainless steel. 2). Girders for deck jo[ale to be boiled to each post with washem and nuts. .'~irdars on concrete piers shall be anchored with proper steel connectors anchored nto concrete with a reiol~';um 1/2" die x 7" long anchor bolt with washers and hUla. 3). Peele supporting girder, shat[ be anchored to a 12"x12"x12" thick concrete footing· Jce a mthlmum 1/2" die x 7' long anchor bolt with waahem and nuts. Footings Shall be 3 fl. ~etew grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. · Deck joists to have blocking at 8'0 c.c.. · A minimum of 10 inch flashing shall be installed between the building and ledger. ~lger to be fastened to building with 1/2" dia, belle with washem end nuts there needed, . Concrete piem shall be a minimum 6" above grade· · All joists to be supported with hangers and anchors. Each Joist shall also be anchored girder(s). · Covered Roofs shall be assembled and anchored the same manner as a typical building· PLUMBING NOTES $ · Double up floor elsie under walls that run parallel to the floor joist and under bathtubs 1). All water supply, drainage and venting to be installed as per N.Y.S, Residential Floors to have ceramic tile instal[ed shall be verified for proper cad capac ty unless noted Cons ruction Code, on plans, · Provide blocking/bridging in floor jo[ale at 8'0 c.c.. Use solid blocking In floor joists ~r all bearing wails· B)r~d~lde insulation baffles at cave vents between rafters. Install draft blocking as ). Unless otherwise noted, all roofs and wails to have a minimum 1/2" thick, 4-ply Fir ;DX exterior sheathing grade plywood, Plywood to cover over plates and headers. 0). Unless othenvlce noted use 314" thick T&G PTS Fir or Advautech plywood subflcor adlmred with PL400 adhesive and screwed to floor Joists, Finished floor to be installed 3Vel subfloor as per manufacture's instruct[ocs. 11 ). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ~eilings and over foreace to have 5/8" thick type-x aheetrock, All other parts of building le have regular 1/2' sheetrock. All walls th be taped and finished. 12). All root with a pitch lens than 4:12 shall be Instelled with an Ice & Water barrier or approved equal. Flat roofs shall he applied with a Fibe~glas base sheet with an EPDM torch down type matadal over. 13)~ All sill plataa and wood in contact with concrete to be pressure treated. Sill plates to he Instatied with a foam sill gasket and cop-r-tax termite shield or approved equal. Z). Verify sepUc system with the Engineer for Suffolk County Health Department appreoval. · If wati studs, plates or joists ere cut out during installation for any plumbing related work, with the~ and spacing pe~rmitted HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adheedng to all applicable codas and s~afaty requlremenle. 2). HVAC subcontractor is to Mly coordinate all system data and requirements with the~ equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to Ibe Gerserai ~ontrector and owner for final review and approval. ELECTRICAL NOTES: . All electrical to be installed aa per N.Y.S. Residential Construction Code. 2), All electrical work shall be approved by a qualified Underwriter, 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section FR317 of N.Y.S. Rsoidential Construction Code, ALTHOUGH EVERY EFFORT HAS BEEN MADE IN PREPARING THESE pLANS AND CHECKING THEM FOR ACCURACY, THE CONTRACTOR MUST CHECK ALL {DETAILS AND DIMENSIONS AND BE RESPONSIBLE FOR THE SAME FOR ALL GOVERNING CODES AND BUILDING PRACTICES. THESE DRAWINGS CONFORM TO GENIERALLY ACCEPTED BUILDING PRACTICES; HOWEVER STATE AND LOCAL CODES VARY WIDELY. THE DESIGNER SHALL NOT BE HELD LIABLE FOR ANY ERRORS. A~LL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE STATE AND LOCAL CODES. DO NOT SCALE DRAWINGS, USE ONLY THE PRINTED NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. ~PACIN( NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE 10' WALL: 4-8d COMMON RAFTER 'TOE-NAiL CEILING JOIST 8' WALL: 3-8d COMMOI, EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAiL ~EILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SSC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER ENO NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE 4 - 16d COMMON iNTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL HEADER TO 16d COMMON 16" O,C· FACE HEADER ALONG EDGES NAIL TOP OR Bo3-rOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL Bo~roM PLATE TO: FLOOR JOIST, BAND JOIST 2 ~ 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL SRIDGING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING 2 ~ 8d COMMON EACH TOE TO JOIST END NAiL BLOCKING TO: 3- 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK '.'~ NAIL LEDGER STRIP EACH FACE 3- 16d COMMON TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP pLATE FOOT SEE NOTE: I ROOf SHEATHING: OI.TDEBCRtPTION iSTR OTURALPANE. I Bd CEILING SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING GYPSUM 5d COOLERS 7" O.C· EDGE WALLBOARD 10" O.C. F ELD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING STRUCTURAL 8d COMMON AS PER TABLE 3·9 PANELS WFCM - BBC 7/16" OSB 6d COMMON 3" O,C. EDGE PLYWOOD 6' C.C. FIELD GYPSUM 5d COOLERS 7" C.C. EDGE WALLBOARD 10" O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS 6" C.C. EDGE 1' OR LESS 8d COMMON 12" O.C. F ELD NOTES: THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on. center at the panel edge to obtain higher shear capacities, nailing requirements for structurel membem shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain Icad path. 2). When wall sheathing is continuous over connected members,the tabuleted number of nails shall be permltfad to be reduced Jul - 16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL EUILDING USE RESIDENTIAL DWELLING BUILDIN~ HEIGHT TOTAL SQ. FT. OF CONSTRUCTION ~ DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y,S. RESIDENTIAL CONSTRUCTION CODE AND 1995 BBC HIGH WIND EDITION, WOOD FRAME CONSTRUCTION MANU.a FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES EXT. BALCONIES 60 DECKS 40 A'rrlcs w/o STORAGE 10 ATTICS wi STORAGE 20 DESIGN LOAD CALCULATIONS (LIVE LOADS PSF) ROOF (GROUND SNOW LOAD) 45 ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 STAIRS 40 GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY LOAD PATH SEE CONSTRUCTION ANDWtND PATH CONNECTION (ROOF - FOUNDATION) DETAIL PAGE & GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE FIRE PROTECTION Sym.: (SMOKE & CO2 DETECTORS) ~ SEE FLOOR PLANS TRUSS DESIGN N/A- STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3.6 RELEASE la CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROS~ WINTER ICEBHIELD SNOW SPEED DESIGN NEATHERIH( UNE TERMII~ DECAY DESIGN UNDERLAYMEN1 FLO LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED ; HAZA 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHTTO TO HEAVY MODERATE 11 NONE ROOF SHEATHING REQUIREMENT, FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS iN THE PANEL FIELD NOTEP, 4' PERIMETER EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 6" C.C. SEE NOTE 6:1,3 INTERIOR ZONE 8d COMMON @ 6" O,C led COMMON @ 12' O.C, SEE NOTES: I ( BOTH FIELDS NOTE: 2 FOR PI,,NEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C 8d COMMON @ 4" O.C. SEE NOTE ~: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the pedmetar edge of the mci, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c, nail spacing assumes sheathing attached to rafter / truss framing members with G>O,49. For flaming members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o,c. 3). Tabulated 4 Inch o,c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For flaming members with 0,42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. : WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING/n~ATInNi NAIL SPACING INAIL SPACING AT INTERMEDIATE , - ....... i AT PANEL EDGES jSUPPORTSiNTHEPAN,ELFiELD 4 EDGE ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" O,C. INTER OR ZONE 8d COMMON @ 6" O.C, 8d COMMON @ 12" O.C· NOTES SEE NOTES: 1, 3 ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1). For wall sheathing within 4 feet of the comers, the 4 foot edge zone attaclhmect requbemenle shall be used. 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud fframing members with G>0.49. For framing members ~,Vdh 0.42<G<, the nail spacings shall be redu~cad to 6 inches c.c. 3). For exterior panel siding, galvin[zed box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. t ). PROVIDE 5/8" TYPE-X SHE~ I I.~OCK FIRE STOPPING AT 10'0 MAXIIMUM DISTANCES FOR NON ACCESSIBLE ARI~,,S. 2). USE SIMPSON HANGERS AND ANCHORS W TH Z.MAX TR PPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3), INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIREELOCKING REQUIRED Firebiocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and Jo form an effective fire barrier between stodes, and between a top story and the roof space. Fireblocklng shall be provided In wood-flame cons/ruction in the following locations. 1). In concealed spaces of stud wails and partitions, including furred spaces, at the ceiling and floor levels· Concealed hodzontol furred spaces shall also be flreblocked at intervals not exceeding 10 feet. Baits or blankets of mineral or glass fiber shall be allowed as flrablockthg in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnect[one between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3), In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314,8, N,Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the flee passage of flame and producle of combustion. 5). For the flreblocking of chimneys and fireplaces, refer to Section R1001.16. N,Y,S. ResidanUal Code. BLDG. DEPT, TOWN OF SOUTHOLD Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Landcraft Environments ltd. 1160 East ~Mill Road, Ma~tuck, New York 11952 Phone: 631-298-3510 Fax: 631-298-3514 7/16/2007 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS FOLLOmlNG ApPROvED LISP METAL CONNECTOf~5 FOR PROPER! UJIND t~ESISTANT ¢ COOP CON,STRUCTION, FOLLOUJ MANUFACTURE',~ RECOMMENDED INSTALLATION INSTRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS o ENDWA[L ORIPPLESTUD SO OMP TE SIDEWALL RAFTER JACK STUDS =LOOR USP NUMBER )ESCRIPTION APPLICATION 1ST, ADSS HOLD DOWN CONNECT TO I SIDE OF ALL CORNERS ANCHOR TO FOUNDATION WI ANCHOR BOLTS DATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBE~ DESCRIPTION APPLICATION LOCATION U~P NUMBER ES HOLD DOWN BOTH BOT. P~TE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH (2) JOISTS. UNDER W~L 2ND. ADS5 ~CHOR P~TES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-114"xl 2" 20ga, ST~P~ APPLY TO ~CH JACK STUD ROOF LST~4 t-114 x24 20ga, ST~P APPLY OVER RI~E TO ~CH ~ ~ ~ 2x6-~8 LS26 18ga. SLOPE HANGER ~PPLY TO ~CH ~R / LEDGES FOR JOIST NOT DIRECTLY UNDER PA~LEL WALLS, PROVIDE THE FLOORS TO ~CH OTHER WI THREADED ROD. ALL OPENINGS RT3 OR R~ ~DOWN ANCHOR ~PPLY TO ~CH CRIPPLE STUB 2X10 LS210 l~a. SLOPE HANGER ~PPLY TO ~CH ~ER / LEDGES BLOCKING ~24'OC VENTS SELECTED AND RIM BO~D O ~ CHIMNEY SILL P~TE(S) ( ~ , WALL SHEATHING ' SIDEWALL F~SHING L ~ VENTI~TION WOOD JOIST -- FOUNDATION ' O .' '_ ." ~" - '-" - -~' . / ~ ~--' ~ FINISH WALL AND MOISTURE TOP P~TE ~ 2x4 SOFFIT JOIST2X4 LEDGER BLOCKING STAPPING TO BE A.ACHED TO WALL STUDS ~4WOCATBARRIER TO ~P F~SHINGwALL - MAINTAIN GAP A~,C S~LL BE PROVIDED A '~ ~ FASCIA ANDALLWINDOWIDOOROPENINGJACKSTUDS ~ /~ / BE~EENW~LFINISH~D MINIMUMNETFREEVENTI~TINGAREA GU~ER 4' - 8" LST~4 1-114"~4" 20ga. ST~P AND JACK STUDS ON ALL OPENINGS ,~ ~ ~ ~ ., PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH X /~ x~ F~HING TO FO"M CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION OPENING' OF '4 INCH IN DIMEN'ION. ~OF~IT~ E~ ~FTER O RIDGE CAP OF SAME BASE F~SHING W~PS CORNERS, MATERIAL AS ROOFING INCHES AND ~PS THROUGH VENT SHINGLES AT BASE MIN. 4 INCHES WOOD JOIST I 51DE W LL FL SHING 1ST. FLOOR WALL STAPPING TO BE A~ACHED TO WALL STUDS ~48"OC FLOOR JOIST DEPTH USP NUMBER DESCRiPTiON APPLICATION AND RAKE6 -- PROVIDE H~M~ DGE5 eD NE PREN ~ ~ ~ %, 2X* /2X~ CONTINUO~ ~0~ P~TE L--~ ~ ~ _~ ~. CONC.~. ~,~. ~'~. Z~' ~ ANCIHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS SlDESANDTOP '.- ~ ~. ~ ~ (USP LBPS58 OR BP583) D~IN TILE ~ , F SIILL P~TE TO FOUNDATION ROOFING AT (C~WL SPACE OR FOUNDATION) I STORY 72" CC TTPIC~L ~EA~ DETAIL SIJLL P~TE TO FOUNDATION 2 SmR~ES ~' ~ 5T~ / ~OTTO~ ~R[NG WHERENEEDEDFORSTRUCTU~LB~CING. WALLBIO~OMP~TETOFOUNDATtON 1-2STORIES 57"OC ~OOF JACK5 4 V~T5 DETAIL ~ ~, ' ~~' J~ ~": ~ :~~ ~: ~ NOTCH¢'LBEAM FOR MUDSILL IF REQUIRED - ~,~ ,~ (WITH A NAILING P~TE IF NEEDED) '~.~ .[ ~ ~REINFORCINGBAR %.* ',~ REINFORCING BAR :;' ~ SHEETM~T~/3~FELTUNDERB~MATPOINT '."/~'A ~,*¢,~ STEELB~M ~ ~ IMSTO LEVEL B~M ~ ~ ~ P~TE (BOLTED TO B~M) REINFORCE FOOTING WITH (2) ~ REINFORCING BARS, 3 MINIMUM B~RING SURFACE FOR WOOD B~M ~ DOOR ~LOCK~T BEAM POCK~ Schrader / Smith Residence 1200 East Mill Rd. Mattituck, New York 11952 Landcratt Environments ltd. I 1160 East Mill Road, Mattimck, New York 11952 SCAL~E: DATE: PAGE: A, Not d 7/16/2007 B WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOLLOWING OR APPROVED LJSp METAL CONNECTOR6 FOR PROPER ~JIND REEflSTANT CONSTRItOTION. FOLLoUJ MANUFACTURE'5 f~ECOMMENOED INSTALLATION tNSTRUCTION6 TO ACHIE~/E MAXIMUM UPLIFT LOAD IFa, AFTER-TO-LEDGER CONNECTION KING STUDS CRIPPLE STUD HEADER JACK STUDS MINIMUM RIDGE-TO-RAFTER CONNECTION HANDRAIL CONNECTION RAFTER TOP PLATE WN-L STUD RAFTER TO PLATE/STUD CONNECTION LOCATION ILIS~NU,BER ,0.314. x (~SCRIFTION ANO.iOR~.TYDOWN APPt/CAT/ON RAFTER ~ TOP pLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION 4m ~X, 4' D[A, MAX/MUM ~X ~~- DECK/PORCH RAILINO JOL~T GIRDE~/HEADER SPLICED JOISTS OVER HEADERJGIRDER POST/COLUMN POST-TO-GIRDE R/HEADER CONNECTION HEADER-TO-POST/STUD CONNECTION RIM/DECK JOIST ~ POST-TO-DECK CONNECTION POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN, (2) 1/2" DL~. GALV. BOLTS WFfTI WASHERS AND NUTS LEDGER ~ WOOD JOIST CEILING JOIST TO BLDG. CONNECTION DECK/PORCH LEDGER CONNECTION WOOD JOIST ~ ~ °l"D=D=:; FLUSH JOISTS WITH HEADER/GIRDER WOOD JOIST BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER ROD FOR sru {MINIMUM) H L._~QLL~3~ COLUMN UPLIFT MINIMUM END DXSTANC~ GIRDE~ CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION (2) BEAMS PAU44 ORWE441 . AS Oa CONCRETE FOOTIN DECK POST FTC. CONNECTION CLIMATIC & GEOGRAPHIC DESIGN CRITERIA DECK AND COVERED PORCH NOTES: ~ gln~m(a). NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES STRUCTURAL pANEL 8d WFCM- SSC ' AS PER TABLE 3 8 ROOF FRAMING: JOINT DESCRIPTION NAiL NAIL QTY. tPACING NOTES RAFTER TO 6' WALL: 3-8d COMMOI EACH TDPpLATE IO'WALL:4-SdCOMMOb RA~FER rOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE ~0' WALL: 4-8d COMMOR JOIST rOE-~AIL CEILING JOIST TO AS PER TABLE 3,7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP N~IL CEILING JOIST LAPS ! AS PER TABLE 3 7 EACH FADE OVER PARTITION WFCM - SBC L~P NAIL COLLAR TIE AS PER TABLE 3,4 EACH TO RAFTER WFCM - SBC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 2 * 16d COMMON EACH END I; WALL FRAMING: JOINT DESCRIPTIO~N NAIL NNL QTY. 8PACING 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 STUD TO 24" FACE STUD 2 - 16d COMMON C.C. NAIL HEADER TO 18" C.C. FACE HEADER 16d COMMON ~LONG EDGES N~JL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUB END PLATE TO STUD 3 - 16d COMMON PER 2xS STUD NAIL SOTTOM PLATE TO: FLOOR JOIST, BAND JOIS~ 2-16d COMMON PER END JOIST OR BLOCKING FOOT FACE NAiL DECK FRAMING: NAIL NAIL JOINT DESCRIPTION Old', SPACING NOTES PER TOE JOIST TO; 4 · Sd COMMON JOIST NAIL MLL. TOP PLATE OR GIRDER BRIDGING TO JOIST 2 - 8d COMMON EACH TOE END RAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: SILL OR TOP PLATE 3 - 16d COMMON EACH TOE BLOCK NAIL LEDGER STRIP EACH FACE TO SF-~M 3 - 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE Schrader / Residence 1200 East Mill Rd. Matrimck, New York 11952 Lan&raft Environments ltd. 1160 East Mill Road, Mattituck, New York 11952 Phone: 631-2984510 Fax: 631~298-3514 SCALE: DATE: PAGE: A, ot,a 7/16/2007 C iI 1] f--~ 1-I~ III !Ii I¥ '7-7.~ 'a I-I I I~ '1 II t .... ~'J I II dF I I A~JpD of- p¢0¢,, A~ ,q.toCT"o,c F3', h''4 ol · t i6o' ~dAbB; t"~ utoI .:(u.x¢ ~: I/H'I *1 l- oil )iV dP -r -I 1~16 r'~pKeo,u~ Adp ,LiAbI,-'i k 11952 ~ Landcral~ Environments ltd. I 1160 East Mill Road~ Mattituck, New York 11952 Phone' 631-298-3510 Fax: 631-298-3514 I tandcrat~o~aol,com SCALE: DATE' PAGE: AsCot* 7/16/07 -I 7I Z,"~ 8'l 1_ J Hid, u? M II G DI'XE'~ 1200 Mattituck, New York 11952 Landcraft Environments ltd. 1160 East Milt Roa~ Mattimck, New York t 1952 Phone: 631-298-3510 Fax: 631-298-3514 landcrat%e(~aol.com SCAL__E: DATE: PAGE: ^,~o~ 7/16/07 2 OF 7i/~j'+< JS/q" ~J,.' vo/l' CJ, ~1~, '"fLU& u¢ G I(J-o" &b ILo'' jl'/,¢' V (t.,"V i P/£'V ',~ c,J cA,/ L J J 3'lq g"V $ I ~¢.,' I P~k( 161flk I WA6H~r. i 'g',V I' lh I<oof Schrader / Mattimck, New Lan&raft Environments ltd. 1160 East Mill Road, Mattimck, New York 11952 Phone: 631-298-3510 Fa~: 631-298~3514 landcrafte~aol eom _S~ALE: DATE: _PAGE: ^,~o,~ 7/16~07 3 f ~o I~*l^l ~l /-~'¢ I¢l.!¢-.dNfloH '~ . (;) ilo,, ~cond Floor Plan ;idence ~52 lLandcraft Enviroranents ltd. I SCALE: DATE: ^, ~o,~d 7/16/07 PAGE: 4 ,I I ! I 7'-q~ Idl?K, ~lff' Elevations; North & South 1160 East Mill Road Phone 631-298-3510 Fax: 63 landeratte~,aol.coq! I sO^~E: "^~/:16/07 As Noted sidence 5 / II Y. i II Z I, HI.g" Hc/¢. F [6f ¢-~OF. i¢'IkIlOll '[~ 0(¢~: ~/q"= i)- o" \ Wall Section Detail Elevations; West & East Schrader / 1160 East Mill Road, Mattituck, Ne Phone: 631-298-3510 Fax: 631-298-3514 landcrafte(~aol.¢om SCALE: DATE: PAGE: As Noted 7/16/07 6 ¢ ';""" ~a '-,, I '~ I __,, o ' ,5, '" ",~-7 ,, 1 , ~,1 ~ ~ & _f~ Er-q[ ~.~" , lug`` {b =1'~d' dP~P~ i ~Tcg oppoaY~- ~ rx'K~(l~l ~ · tCll~Egl~c¢ ,codi4~41'reklI FA31~uO/~lf & Details Schrader / 1200 Mattimck, Landcraft Enviromnents kd. 1160 East Mill Road, Matlitnck, New York 11952 Phone: 631-298-3510 Fax: 631-298-3514 landcralt~aol.com SCALE. DATE: A,~o,* 7/16/07 PAGE: 9 )OORSCHEDULE Symbol # Location Manufacturer Unit # Dimensions, W x H Type 3etaits IAddltional Items Saddle I Front Entry Exishn~ :N/A Solid Core WD Panel --_xisting Door and adjoining side lights to be stripi ,ed and repainted Ext 2 Rear Entry Anderson -'WH3168AR 3'-0 1/8" x 6-7 1/2" Inswing Hinged Patio Door ?/8" FUll divided light grilles included 3 Breakfast Room Anderson :WG6068L 5'-11 1/4" x 6'-7 1/2" Gliding Patio Doors ?/8" Full dMded light grilles 3hdlng Insect Screen acluded 4 Living Room Anderson :WH6068APLR 5'-11 1/4" x 6'-7 1/2" Frenchwood Hinged Inswing Patio Doors 7/6" Full divided light grilles 3ouble Hinged Insect Screen Included 5 Kitchen Closet TBD 2'-4" x 6'-6" x 1 3/4" ~olid Core WD Panel ;tH Stone 6 Basement TBD 2'-4" x 6'-8" Solid Core WD Panel LH Stone 7 Entry Closet TBD 4'-6" x 5'-8" Solid Corn WD Panel Pair gall Catch In Header (2) None 8 Bath I Existing qlA 2'-8" x 6'-8" Solid Core WD Panel Ext Door to be stripped and repainted Stone 9 HaliBath 2nd FL Existing ~/A Solid Core WD Panel Ext Door to be stripped and repainted Stone 10 Master Bedroom Existing 'q/A Solid Core WD Panel EXt Door to be stripped and repainted Wood 11 Master Bath TBD 2'-6" x 6'-8" Pocket Door Dressing Room side to be full Mirror Stone 12 Master WC Existing ',I/A 2'-8" x 6'-8" Solid Core WD Panel Ext Door to be stripped and repainted Stone '13 Attic Existing ~I/A Solid Core WD Panel None '14 Bedroom II Existing ',I/A Solid Core WD Panel Wood 15 Laundry Room TBD BI-Fold ~'abinetry ? None G'I Garage Entry Anderson =WH3168AL 3'-0 1/8" x 6-7 1/2" Inswing Hinged Patio Door 76" Fuji divided light grilts Hinged Insect Screen Included G3 Garage TBD Overhead Garge Door 4A see Window Schedule WINDOW S(~-HEDULE~ All Windows to be Anderson series 400 unless otherwise noted All Exterior Finish to be White Ail Interior Finish to be Pine All grilles to be 7/8" width, configurations to be Full Diwded Light unless otherwise noted All Double Hung Windows to have Desl 1 Pressure upgrades Symbol # Quantity Unit # Dimenslons~ W x H Type Details Hardware Additional Items Notes Exterior Shuttem W x H A 9 A21 2'-0 1/8" x 2'-0 1/8" Awmng Estate, Oil rubbed bronze TruScene Insect Screen, Pine 1 Pair 12" x 24" B 8 WDH210410 2'-11 5/8" x 5'-0 7/8" Double Hung Modified Colonial 6 over 1 Standard sash lock, white TruScene Insect Screen, White 8 Pair 12" x 60" C I WDH3836 3'-8 5/8" x 3'-8 7/8" Double Hung Cottage Style Modified Colonial, 8 over 1 Estate sash lock & Finger iiffs~ ORB TruScene Insect Screen, White D 1 WDH21036 2'-11 5/8" x 3'-8 7/8" Double Hung Modified Colonial, 8 over I (cutom?) Estate sash lock, Oil rubbed bronze 'tuScans Insect Screen~ White E 2 WDH2036 2'-1 5/8" x 3'-8 7/8" Double Hung Modified Colonial, 6 over 1 Estate sash lock, Oil rubbed bronze TruScene Insect Screen, White 1 Pair 12" x 45" F 4 CRt 55 1'-5" x 5'-4 13/16" Casement Stationary ~I/A No Screen Tempered Glass, Low E Sun G 1 CXW155 2'-11 15/16" x 5'-4 13/16" Casement Stationary q/A No Screen Tempered Glass~ Low E Sun H 1 CXW155-L 2'-1115/16"x5'-413/16" Casement LeftHInged =state, Oil rubbed bronze 'ruScenelnsectScreen~Pine Tempered Glass~ Low E Sun I 1 CXW155-R 2'-1115/16" x 5'-413/16" Casement Right Hinged -_-state, Od rubbed brenze 'ruScenelnsectScreen~Pine Tempered Glass, LowESun J 2 CTR3010 2'-11 15/16" x 1'-0" Transom ~I/A Low E Sun Glass K 1 A31 2'-11 15/16" x 2'-0" Awning Estate, Oil rubbed bronze TruScene Insect Screen, Pine Low E Sun Glass L I WDH21052 2'-11 5/8" x 5'-4 7/8" Double Hung Cottage Style Modified Colonial, 6 over 1 Estate sash Iock~ O[I rubbed bronze TruScene Insect Screen, White _ow E Sun Glass M 2 WDH3452 3'-55/8"x5'-47/8" . DoubleHung Cottage Style Modified Colonial, 6overl _=state sash lock~ Oil rubbed brenze TruScenelnsectScreen~White .ow E Sun Glass N 2 WTR3417 3~-5 5/8" x 1'-9 5/16" Transom ',I/A .ow E Sun Glass O 1 WTR21017 2'-11 5/8" x 1'-9 5/16" Transom ~I/A Low E Sun Glass P 2 WDH2452 Z'-5 5/8" x 5'-4 7/8" Double Hung Cottage Style Modified Colonial, 6 over 1 =state sash lock, Oil rubbed bronze TruScene Insect Screen~ White -ow E Sun Glass Q I WPW31052 3'-11 5/16" x 5'-4 7/8" Picture Unit 24 lights N/A .ow E Sun Gtass R I CIR30 Z'-11 15/16" diameter Circle ~/ith Renaissance Grille N/A .ow E ~un Glass S I A51 ¢'-11 7/8" x 2'-0 1/8" Awning 3.ontemp. Folding~ white TruScene Insect Screen, Pine T '~' 1 WDH2432 ~'-5 5/8" x 3'-4 7/8" Double Hung Modified Colonial, 6 over 1 5state sash lock, Oil rubbed bronze TmScene Insect Screen~ White I Pair 12" x 42" U ~4~ WDH2046 ~'-15/8" x 4'-8 7/8" DoubleHung 3ottageStytsModifiedColonial, 4overl Estata sash lock~ Oil rubbed bronze -ruScenelnsectScreen, Whfie _ow E Sun Glass V 1 WDH3856 3'-9 5/8" x 5'-8 7/8" Double Hung Equal Sash, 12 over 12 Estate sash lock & Finger llfts~ ORB TruScene Insect Screen, White Low E Sun Glass W I CIR24 2'-4 3/8" diameter Cimle ~Vith Renaissance Gillie N/A Low E Sun Glass X I CTR4010 ¢'-0" x 1'-0" Transom N/A Y 1 RV4446 ¢4" x 46" qenting Roof Window Flashing?, Tsrrastone finish, S~ormwatcb? Stone Insect Screen Z 2 Pelts 2121 1'-9" x 1'-9" Awning Intador & Exterior in White White T~Scene Insect Screen, White AA 3 TBD ~'-4 3/8" x 1'-5" Awning No Gri!les, basement White TruScene Insect Screen, Pine AB 1 OVL2030 .~'-0" x 2'-11 15/16" Oval Window ~Vith Renaissance Grille N/A 2 Sets Key Block Kits 4A 1 WTR5617 cust. 5'-11 1/4" x 1'-9 5/16" ransom rD match adloining window transoms N/A 3ustom width over Doors to match adjoining Transoms GA ~.3.'~ 2846(series2001 ~'-95/8"x4'-9t/4" DoubleHung nterior & Exterior in White gtandardsashlock~white TruSeenelnsectScreen, Pine GB 7 C 12 (series 200) .~'-0 1/8" x 2'-0 1/8" Awning ntafior & Exterior in White Standard ~whita TruScene Insect Screen, Pine Total 69 Finish FINISH SCHEDULE Mill WorkJTdm manufacturer to be Hudson River Mills unless otherwise noted Flooring manufacturer TBD Room Name Floor Base Material Finish Material t Floor Stain Stain Stain VeniBan Plaste~ Dmssln Stain Venfiian Plaster Master Bath , Brd/Tlle ~ Crown MI¢ Window Case Door Case Notes ~laterlal Finish Material Flntsh G_~ Bm Azek~ Bead Brd ~ Brd ~ Brd/Raflers Gyp Brd/Raffers ~affers ~YP Brd/Raffers Paint HR 103 & 70~6 HR 103 & 706 HR 103 & 706 HR 103 & 708 HR 103 & N/A ~R 103 & 70..~6 Painted Painted Painted Painted Painted Painted Painted 3aJnted Material Finish AC 40%5" Painted AC 401-5" Painted AC 401-4" Painted ~ Painted kC 401-6" Painted ~ Painted ~,C 401-4" Painted ~ Sainted ~/A Material Finish ~ Painted AC 40%5" Painted AC 401-5" Painted AC 401-5" Painted AC 401-5" Painted ~ ~ainte~d ~ ~ainted ~ =ainted._~_ No Base at Cabine~_~ S( Schrader / 1200 Landcraff Environments ltd. 1160 East Mill Roafl, Mattimck, New York 11952 Phone: 631-298-3510 F~x: 631-298-3514 landcrat~f~aol.¢om As Noted DATE: 7/16/07 PAGE: 15 ~> ii II --'~ -- i%¢',r'o o~¢-,' - &l.&,, ~- 1". [I ~'ku,- { ;"- I¢-"i4 '\ / Garage Plan S 1160 East Mill Road, Mattituck, New York 11952 Phone: 631-298-3510 Fax: 631-295-3514 landcraffe(~,aol.¢om SCALE: DATE: pAGE: ',,"=,'-°" '7/16/07 G1 ' ~¥ Ig'~ dP, ¢.rr;de,- oki 7~n>qo '~, '~' O, O, Garage Elevations & Section Schrader 1160 East Mill Road, Mattirack, Phone: 631-298-3510 Fax: 631-298-3 landcral~e~aol.¢om SCALE: DATE: PAGE: ,~,,,-l,-O,, 7/16/07 G2