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Home My WebLink About34516-ZTown of Southold Annex 54375 Main Road Southold, New York 11971 3/2/2011 CERTIFICATE OF OCCUPANCY No: 34852 THIS CERTIFIES that the building Location of Property: 9330 North Bayview Rd, Southold, SCTM #: 473889 Sec/Block/Lot: 79.-8-12.4 Subdivision: Filed Map No. conforms substantially to the Application for Building Permit heretofore 3/13/2009 pursuant to which Building Permit No. Date: 3/2/2011 RESIDENTIAL NEW CONSTRUCTION Lot No. filed in this ofliced dated 34516 dated 3/20/2009 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One family dwelling with covered front porches, rear enclosed porch, second floor balcony, unfinished basement with closet and attached two car garage as applied for. The certificate is issued to Amoroso, Rebecca & Amoroso, Robert (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 10/27/10 R10-08-0004 2/24/11 11602 10/12/I0 Mat~tuck Plumbing & Heating /~~igna(ure 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. 34516 Z Date MARCH 20, 2009 Permission is hereby granted to: REBECCA AMOROSO 9330 NO. BAYVIEW RD. SOUTHOLD,NY 11971 for : CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCHES & REAR BALCONY PER PLANNING BD. APPROVAL at premises located at 9330 NORTH BAYVIEW RD SOUTHOLD County Tax Map No. 473889 Section 079 Block 0008 Lot No. 012.004 pursuant to'application dated MARCH 13, 2009 and apProved by the Building Inspector to expire on SEPTEMBER 20, 2010. Fee $ 3,081.20 Authorized Signature ORIGINAL Rev. 5/8/02 Form No. 6 TO~VN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with aecurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval o f electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and cor~sent to inspect signed by the applicant. Ifa Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the appli~ Fees C. 1. Certificate of Occupancy-New dwelling $50.00, Additions to dwelling $50.00, A~r~ns ?_d.welling~// Swimming pool $50.00, Accessory building $50.00, Additions to accessory buildi~ 9.~.00~'~Bqsir~es 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy- $50.00 · ,-..-_ ~u~ or ~,,,,,,~.. 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 New Construction: Location of Property: House No. Old or Pre-existing Building: (check one) /b/Ow& S~tr~e~x/f~v~3 .~O~'V~Ol~Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Subdivision Permit No. 3 c./~] d~, Date of Permit. Block O ~ Lot FiledMap. 3/~g/tg! Lot: Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Fee Submitted: $ Final Certificate: (check one) Ap~'/~tt~r~ + SUFFOLK BUREAUof E~ECTR GAL I N S P L C I O R S, n c. 40 Nottingham Drive, Middle Island, NY 11953 Telephone: 631 495 8136 · Fax: 631 980 6455 · E-Mail: SBEIGS@gmail.com CERTIFICATE OF ELECTRICAL COMPLIANCE Applicant: Rough In Inspection Date: Application No.: Hubbard Electric Certificate No.: 11602 May 13, 2010 Final Inspection Date: Oct 12, 2010 11602 Building Permit No.: County Tax Map No.: This Certificate of Electrical Compliance is limited to the inspection and compliance of electrical equipment and/or work described below, installed by the applicant named above, located at the premise of and not after the final inspection date above; Owner: f4r Amoroso Site Location: 9330 North Bayview Road, Southold, NY 11971 Owner's Address (if different): [] Residential [] Indoor [] Basement ~, Service [] Shed [] Commercial [] Outdoor [] First Floor [] Pool [] Hottub [] New [] Renovation [] Second Floor [] Attic [] Garage [] Addition [] Survey Other: INVENTORY Single Phase 300a Heat gas Duplex Recpt 90 Ceiling Fixture 20 HID Fixtures Three Phase Hot Water GFCl Recpt 16 Wall Fixture 25 Smoke Main Panel 2-150 AC Cond 4 Single Recpt Recessed Fixture 123 CO Detect Sub Panel AC Blower 4 R~nge Recpt ~lourescent Smoke CO Combo Transformer Appliances 1-dw Dryer Recpt 1-30a Emergency Time Clock Disconnect 2-150 Switches 96 Twist Lock Exit Fixtures Pumps GFCI Breaker Heat Pump Electric Heat Pool Luminaire Exhaust Fan 5 Other Equipment: 9-paddle fans, 2 ovens (60a), 2 arc fault circut breakers, 1-17 kw generator, with 100a transfer switch The electrical work and/or equipment described above were inspected and appear to be in compliance with local, state and national electrical code requirements and this office. Applicant: Hubbard Electric License No.: Inspected By: Roger Richert Date Of Certificate: Oct 19,2010 ~s.,~: H~*H 53095 Main Road PO Box 1i?9 BUILDINg'DEPARTMENT TOVfN OF SOUTHOLD CERTIFICATION Date: Building Permif No. 3':/~1 -~ (Please.print) Plumber: /~e.,,,..f~¢.O~ P/O ",~"^~, icad S,,'om lo before me this ,~ a.~¥ or ~'~ , :20/o Xolar), Publi~; ~ ~ - __ tC1~c~m a I u r e) County [ certify that the solder used in the water supply system contains less than 2/10 of TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ~'~FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING / STRAPPING [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION [ ] ROUGH PLBG. [ ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION REMARKS: INSPECTOR DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ~)~FOUNDATION 2ND [ [ ]FRAMING / STRAPPING [ [ ]FIREPLACE & CHIMNEY [ ]FIRE RESISTANT CONSTRUCTION REMARKS: ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION DATE INSPECTOR ~ ~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING S~RAPPIN~ [ ]FINAL ] FIREPLACE & CHIMNEY ] FIRE RESISTANT CONSTRUCTION REMARKS: [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION DATE TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. r 1~,,~~ r 1 ,.SULJ..O. [-,,~ FRAMII~Ci/S__TRAI~I_.~ NG~) [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SA,'", '/' INSPECTION [ ] n~.mSTJ.'r~ [ REMARKS: DATE // /I~!~ '/ INSPECTOR~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 [ ] FOUNDATION 1ST [ ] FOU~NDATION 2ND [ ,~FRAMING / STRAPPING INSPECTION· [ R~OUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI~.~AFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [~/J FIRE RESISTANT PENETRATION DATE INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]~JGH PLBG. [ ] FOUNDATION 2ND [r.,~INSULATION [ ]FRAMING / STRAPPING [ ] FINAL [ ]FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: ~---~ f~ ~(~_ ,~, *'-~- ~./ - ~"~-- INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ libATION [ ] FRAMING / STRAPPING [ ,/] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] lIRE RESISTAIfl'COflS1RUCTION [ ] FIRE RESISTANT PENE11MTION _REMARKS:"~t~ ~'7-~-~ ~~/ ,,~?-/~/~C ~.?~ / DATE/(~/H/~ INSPECTOR__//~'~~ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN~,~UL~I~~ [ ] FRAMING/STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETlrlNSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RRE RESISTANT PENETRATION REMARKS: ~ ~ DATE INSPECTOR tKCHITECT RK SCHWARTZ & ASSOCIATES 2849~ Main Road · POBox 933 · Culchoguc, Nh' 11933 631.734.:!-185 J wwx~.mksarchitcct.com March 01, 2011 Southold Town Building Depaxtment P.O. Box 1179 Main Road Southold, New York 11971 Re: Additions and Alterations to: Amoroso House North Bayview Road Southold, New York Permit # 34516 (SCTM# 1000-79-08-12.4) To Whom This May Concern: I have been to the site during the construction phase to review the strapping of the rough framing. I hereby certify, to the best of my knowledge, the strapping installation for this project been completed as per plans and meets or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Mark Schwartz MAR 2 ,?,')1i BLDG. DEPT. TOWN OF SOUTHOLO FIELD INSPECTION REPORT FOUNDATION ~ST~ FO~DATION (2ND) ROUGH F~G & ] ~SULATION PER N. Y. STATE ENERGY CODE TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown. NorthFork.net Examined 3/ 1~,20 O~ Approved 5/[ ~}, 2(~9 Disapproved ode Expiration PERMIT NO. 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 t ~ Check d~~'~ Septic Form N.Y.S.D.E.C. Trustees Flood Permit Storm-Water Assessment Form Contact: Mail to: ?~./~ ~l~G. DEPT. ~ OF SOUTHOL9 / B~ilding Inspector Phone: 7~3-46 i~Z APPLICATION FOR BUILDING PERMIT Date INSTRUCTIONS ,20 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 ora Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections./~t/ I tl~ (Signature of applicant or name, ifa corporation) 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 corporatiou, signature of duly authorizcd officcr (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. ~lotaty Public, S~ate o! New York No. 4855805 Oual i~ed in S~ ~otk Goun~ Commit~ion Exp te~ ~prl 1~,~ Location of land on which proposed work will be done: 933 o rzrT-/ House NumberStreet Hamlet CountyTax MapNo. 1000 Section 7 ? Block ~ ? Subdivision Filed Map No. Lot ~' Lot State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy I/,Z~ ~__~ .]-- b. Intended use and occupancy ~/,A-)6(..~ /'~/qt'd ~' J'~'~f~ Nature of work (check which applicable): New Building ~ Addition Repair Removal Demolition Other Work Alteration (Description) Estimated Cost F~I '; i" - (To be paid on filing this application) If dwelling, number of dwelling units Number of dwelling re}its on each floor_ If garage, number of cars | ~ ~ iJLII t / If business, coxnmercial or mixed occupalllcy, ~ecify~ nature a~m~lnt ofleach type of use. Dimensions of existing structures, if any: Front Rear .Depth Height. Number of Stories Dimensions of same structure with alterations or additions: Front Depth Height Number of Stories 8. Dimensions of entire new construction: Front Height . Number of Stories 9. Size of lot: Front Rear / Rear Depth Depth Rear 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated ,~[ ~ 12. Does proposed construction violate any zoning law, ordinance or regulation? YES 13. Will lot be re-graded? YES__ NO~__Will excess fill be removed from __Neff premises? YES__ NO__ 14. Names of Owner of~ises /~,'1'/ffff,4¢/'6 Address Name of Architect ~/~K ,)C../¢f,q/I'Z'LF~-- Address Name of Contractor Address Phone No. Y?_,{ - Phone No Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY B~J~QUIRED. 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 restrictions with respect to this property? * YES NO /~ · IF YES, PROVIDE A COPY. STATE OF NEW YORK) <'. F cs s: COI~TY O_t~_ ~_~)~ 4[~,,-d~i ~-~, 11. ,,h being duly sworn, deposes and says t_h~i~(s)he is the applicant (Name of individual signing contract) above named, ~,/U,{~'~ _. -k (Contractor, Agent, Corporate Officer, etc.) (S)He is the of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this_a~plication; that all statements contained in this application are tree to the best of his knowledge and belief; and that.~g~ld~t{tP~0t · . . erformed in the manner set forth in the apphcat~on filed therewith. Sworn ~fore me t~l / ~ / r33' day of~~ 20 ~ f D / Nota~ Public ~ Si~ature of Applicant New York State Department of Environmental Conservation Division of Environmental Permits, Region 1 SUNY @ Stony Brook 50 Circle Road, Stony Brook, NY 11790-3409 Phone: (631) ~?,~,-0365 · Fax: (631) 444-0360 Website: www.dec.ny.gov LETTER OF NO JURISDICTION - TIDAL WETLANDS ACT March 25, 2010 Alexander B. Grannis Commissioner Mr. James G. Anderson 152 Warren Street ' Brooklyn, NY 11201 Re: Application #1-4738-03957/00001 Anderson Property - 2875 Bayshore Road, Greenport SCTM# 1000-53-6-2 Dear Mr. Anderson: Based on the information you have submitted, the Department of Environmental Conservation has determined that the property landward of the functional bulkhead greater than 100 ft. in length and constructed prior to 8/20/77; as shown on the survey prepared by Otto W. Van Tuyl & Son on 8/10/64 and I.R. 681, is beyond Tidal Wetlands Act (Article 2'5) jurisdiction. Therefore, in accordance with the current.Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no construction, sedimentation, or disturbance of any 'kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Article 25 jurisdiction which may result fromyour project. SUCh precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a !5' to 20' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, George Permit Administrator Cc: Frank W. Uellendahl, Architect, PO Box 316, Crreenport, NY 11944 Marine Habitat Protection, NYSDEC File Erosfon, Sedfmentation & Storm Water Run.off ASSESSMENT FOR,',", /FOR:;RT¥ ;C~TIgf: o~C'T'i;. ~ TNEFOLLOWING ACTIONS MAY REQUIRE THE SUBMISSION OF~t STORM-WATER, GRADING~ DRAINAGE AND EROSION CONTROl. FI. Afl CERTIFIED BY A DESIGN PROFESSIONAL IN THE STATE OF NEW YORK, Itjm Number: 2 3 4 5 6 '7 8 9 (NOTE: A Check Mark (~) for each Question is Required for a Complete Application) Will this Project Retain All Storm-Waler Run-O~f Generated by a Two (2") Inch Rainfall on Site? (This item will include all run*off created by site clearing and/or construction activities as well as all Site Improvements and the permanent creation of imper~lces surfaces.) Does the Site Plan and/or Survey Show Alt Proposed Drainage Slructures Indicating Size & Location? This Item shall include all Proposed Grade Changes and Slopes Controlling Surface WaterFIow! 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 Mateda w h n any Parcel? Will Ibis Application Require Land Oislurblng Activities Encompassing an Area in Excees of Five Thousand (5,000) Square Feet of Ground Surface? Yes No ts there a Natural Water Course Running through the Site? Is this Project within Ihe Trustees judsdiclioo or wilhin One Hundred (100') feet of a We and or Beach? Will there be Site preparation on Existing Grade Slopes which Exceed FiCteen (15) feet of Vedical Rise to One Hundred (100') of Horizontal Distance? Will Driveways, Parking Areas or other ]mpeP4ous Sudaces be Sloped to Direct Storm-Water RumOff in[o and/or in the direction of a Town right-of-way? Will this Project Require the Piacemenl 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.) Will this Project Requile Site Preparation within the One Hundred (100) Year Floodplain of any Watercoulse? ~ NOTE: If AnyAimwertoQuestionsOnethrot~ghNineisAnsweredwithaCheckMarkintheBox, aStorm-Water, Grading, Bnainage & Erosion Cof~trol Plan is Required and Must be Submitled for Review Prior to Issuance of Any Building Permit! EXEMPTION: Yes No Does this project meal the minimurr~ standards for classification as an Agflcultural Project? Note'. If You Answered Yes to this Question, a Storm-Water, Grading, Drainage & Erosion Control Plan s NOT Required! STATE OF NE\¥ That I, m~e ~d file d~s applica~on; d~at MI statements contained in ~s application a~c b~¢ to d~e besl of las ~owleda¢ a~d belief; and flint d~e wo~k ~,411 I)e performed in dso manne~ set forth in the applma~on filed bcre~41h. ............ '~ ........................ d~,,, ,:,r ~/~ ........... BARBARA ANN RUDDER Notary Public, State of New York No, 4855805 Qualified i~ ~uffolk County..., _, FORM - 06/07 Town Hall Amicx 5~375 Main Road P.O. Box 1179 TcM)hoiw (631) 71i5-1802 Fax (631) 7 BUIII)ING I)I:,PARTMF, NT TOWN OF SOUTHOLD November 5, 2010 Pam Hunt 110 Long Neck Blvd. Riverhead, NY 11901 ~'1 ~¢''~-v- ~ RE: Amorosa, 9330 North B~d., Southold NOTE: See inspection tickets date~.~109 ~10/2~2~c~ (copies enclosed) TO WHOM IT MAY CONCERN:~ ~' -~'l~c~ ~ ~d The following items are needed to complete your Certificate of Occuancy: ~ Application of Certificate of Occupancy. (Enclosed) "~='-,. Electrical Underwriters Certificate. ~'~ A fee of $50.00 ]~ Final Health Department approval. ~---- Plumbers Solder Certificate. (All pem~its involving plumbing after 411184) __ Trustees Certificate of Compliance. (Town Trustees #765-1892) Final Planning Board approval. __ Final Fire Inspection from Fire Marshal. __ Final Inspection from the Building Dept. __ Final Landmark Preservation approval. Building Permit: 34516-Z New Dwelling SURVEY OF LOT 4 MAP OF NORTH BAYVIEW ASSOCfATES FILE No. 10583 FILED ON MARCH 13, 2001 SITUATED AT BAYVIEW TOWN OF $OUTHOLD SUFFOLK COUNTY, NEW YORK S,C. TAX No. 1000-79-08-12.4 SCALE 1'=60' SEPTEMBER 26, 2001 MARCH 4, 2008 ADDED SPOT ELEVATION AUGUST 28, 2008 ADDED PROPOSED HOUSE AREA = 193,646,86 sq, ff. 4.446 ac. P NOTES: 1, COVENANTS AFFECTING THIS LOT HAVE BEEN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ~m 5. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM 1 TANK; 8' DIA. 5' LIQUID DEPTH 4. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM 2 POOLS; 8' DEEP, 8' dim. (-.'1 PROPOSED EXPANSION POOL ~ PROPOSED LEACHING POOL (~) PROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. HOUSE IS 1,500 GALLONS. HOUSE IS 400 sq fl SIDEWALL AREA. ARE FROM FIELD ? ~04D t~tq TEST HOLE DATA CERTIFIED ROBERT REBECCA LAWYERS THE EXISTENCE OF RIGHTS OF WAY TO L AMOROSO C. AMOROSO TITLE INSURANCE CORPORATION ,MINIMUM STANDARDS FOR lr BY THE LIALS TITLE Nathan Taft Corwin III Land Surveyor PH0NE (631)727-2090 Fox (631)727 1727 SURVEY OF LOT 4 MAP OF NORTH BAYVIEW ASSOCIATES FILE No. 10583 FILED ON MARCH 13, 2001 SITUATED AT BAYVIEW TOWN OF $OUTHOLD SUFFOLK OOUNTY, NEW YORK S.C. TAX No. 1000-79-08-12.4 1" 60' SCALE = SEPTEMBER 26, 2001 MARCH z., 2008 ADDED SPOT ELEVATION AUOUST 28, 2008 ADDED PROPOSED HOUSE MARC~ REVISED PROPOSED HOUSE AREA = 193,646.86 sq. ff. 4.446 oc. NOTES: 1. COVENANTS AFFECTING THIS LOT HAVE BEEN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ~ :3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1 TANK; 8' DIA. 5' LIQUID DEPTH 4. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 2 POOLS; 8' DEEP, 8' dia. 0 PROPOSED EXPANSION POOL 0 pROPOSED LEACHING POOL (~ pROPOSED SEPTIC TANK 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 1,500 GALLONS. sq FIELD ff SIDEWALL AREA. l~O4D TEST HOLE DATA (TEST HOLE DUG BY McDONALD GEOSCIENCE ON SEPTEMBER 21, 2007) 17. ,/ ,I I 1 ROOF AREA: 3,613 sq. ff. 3,615 sq. fl* X 0.17 = 506 cu. ff. 506 cu. ff. / 42.2 = 12 Yedl:el ff. of 8' dim le~ehlng pool required PROVIDE (~) 8' dl~. X 4' hlgh STORM BRAIN POOLS PROPOSED ~' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFP ARE SHOWN THUS: CERTIFIED TO: ROBERT L. AMOROSO REBECCA C. AMOROSO LAWYERS TITLE INSURANOE CORPORATION PREPARED IN ACCORDANCE WlTH THE MINIMUM By THE LI,A,L5 FOR SUCH USE By~rlE THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD, IP ANY, NOT SHOWN ARE NOT GUARANTEEB. Uc. No. 50467 Nathan Taft Corw n III Land Surveyor PHONE (651)727-2090 OFFICES LOCATED AT 322 R0ANOKE AVENUE RIVERHEAD, New York 11901 Fox (651)727-1727 SURVEY OF LOT 4 MAP OF NORTH BAYVIEW ASSOCIATES FILE No, 10583 FILED ON MARCH 13, 2001 SITUA TED J T BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-08-12.4 SCALE 1"=60' SEPTEMBER 26, 2001 MARCH 4, 2008 ADDED SPOT ELEVATION AUGUST 28, 2008 ADDED PROPOSED HOUSE MARCH 5, 2009 REVISED PROPOSED HOUSE AUGUST 8, 2009 FOUNDATION LOCATION AREA = 195,646.86 sq. ft. 4,446 ac. NOTES: 1. COVENANTS AFFECTING THIS LOT HAVE BEEN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 2. ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS:~o~ AUG 1 2 2009 ~04b TEST HOLE DATA 17' .¢ ,/ / / / ~,/' e~ CERTIFIED TO: ROBERT L AMOROSO REBECCA C, AMOROSO LAWYERS TITLE INSURANCE CORPORATION NYS, Lic, No. 50487 THE EXISTENCE Of RIGHTS OF WAY AND/OR EASEMENTS Of RECORD, If ANY, NOT SHOWN ARE NOT GUARANTEED, Nathan Taft Corwin III Land Surveyor PHONE (631)727-2090 Fax (631)727-1727 SURVEY OF LOT 4 MAP OF NORTH BAYVIEW ASSOCIATES FILE No. 10585 FILED ON MARCH 13, 2001 BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-79-08-12.4 SCALE 1"=40' SEPTEMBER 26, 2001 MARCH 4, 200B ADDED SPOT ELEVATION AUGUST 28, 2008 ADDED PROPOSED HOUSE MARCH 5, 2009 REVISED PROPOSED HOUSE AUGUST 8, 2009 FOUNDATION LOCATION NOVEMBER 5, 2010 FINAL SURVEY DECEMBER 14, 2010 ADDED DISTANCE BETWEEN SEPTIC SYSTEM FEBRUARY 16, 2011 ADD ROAD DRAINAGE STRUCTURES AREA = 193,646.86 sq, ft. NOTES: 1. COVENANTS AFFECTING THIS LOT HAVE BEEN FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY 2, ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 500 & WATERLINE 181. 183. II / / / / / / SEPTIC SYSTEM 'lE MEASUREMENTS ~ HOUSE HOUSE CORNER [] CORNER[~ SEPTIC TANK COVER I 25' 45' SEPTIC TANK COVER 2 29' 45' LEACHING POOL ~OVER S 45' 48' LEACHING POOL ~OVER 4 55' 43' CERTIFIED TO: ROBERT L. AMOROSO REBECCA C. AMOROSO LAWYERS TITLE INSURANCE CORPORATION THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. N.Y.S. Lic. No. 50467 Nathan Taft Corw n III Land Surveyor Successor To: Stanley d. Isakaen, dr. L.S, Joseph A. Ingegno LS, PHONE (631)727-2090 Fax (631)727-1727 t~ILIND ADDRESS P.O. Box 1§ damespo~, New Yo~ 11947 21--471 14'-0" 14'-01/~" ., 3'-10" , 5'-6" 3'-10" 16'-4" . 4'-f' . 5'-9" . 4'-OVa" , 24'-2" , . , 2' 9" 2'-9" , 10'-5" 3'-3' , CRAWL SPACE ~ ~ O r I ~ / ~ I (MINMUMS)~PICAL) , ~ ~' (MINIMUM: 5) ~PICAL) ~ : ' J " ACTUAE NORTH UND[~U ~,ED ,OIL (MINIMUM 3OOO' CAPAOTY}. MIN,MUM 7' ,MBEDMENT INTO THE CONC~,. EACH ANCHOR BOLT ARE TO PROJECT NORTH BEAWACHEDTOSILLP~TE, WITH3XaSQUAREWASHERANDNUT. D ,MH/MS FOUNDATION PLAN ,) FOUNDATION ,LAB TO 8, 4' TN,(~ 3000p,, CONCRETE ON 6OMPA~ED 'ILL S LE:-/~/a'l -&t I'nlu RE~ OF THE ~LAB. THE BLOC K-OUTi AT COLUMN BASES ~HOULD ~E SQUARE 7), DOUBLE UP FLOOR JOl~ UNDER PARALLEL ~AL~ ABOVE, PROVIDE Novcmbm' 0g, 2010 o~EN E,&,SEM ENT N 2&'O&'Z-O" E F 300,~0' EL, ~ 5 2z'°OC LU ES~.'T'V IEIJJ LOT No, ,4 SITE PLAN SCALE: 1" = 30'-0' UNDERWBTER~ CERTIFICATE REQUIRED OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTiFiCATE OF OCCUPANCY CODE. ALL CONSTRUCI~ON SHALL ~E~ THE ~EQg~REMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR ~iQN OR OONS~RUOTION ERRORS. GEN ALL PLL;L'~3tNG ,NASTE &WATER LINES NEED I~8TING BEFORE COVERING PLUMBER CERTIFICATION ON LEAD CO/,'TENT BEFORE CERTIFICA Tm OF OCCUPANOY SOLDER ~ '~,',-D IN WATEI~ SUPPLY c,'~ %Y ,' EM CANNOT EXCEED 2/10 OF 1% LEAD. ALL CONSTRUCTION SHALL E'~EcEF THE REQUiREiv~ENTS OF T ODES OF NEW YORK STATE. CERT!EICATiON OF NAIL REQUIRED,: DO, NOTPROCEEDWITH ' ,FRAMING UNTILSURVBY OFFOUNDATION LOCATION HAS BEEN APPROVED, III FOR ooMMON DRIvEWA----T~'~- &~NCN ]ARK P&lOP. TO £X[AVATION. ~ 11] $CTM# 1000-7-08-12.4 EAST ELEVATION o SCALE: 1/4" = 1'-0" ~ ~ .... ~:zz ....... ~='~ ~'~ IIIIII I II II II1~111111 :=M~ - ,' ; ', I:*,:,..~- ,, ', ~+ ~ ~ W ~11111 II1~1 J IIIlllll ~lllllllllllllYll :~ :- F:V :~:E ~~=: ~11 IIIIIIII]1~11~1~ ~__~ ~; ~Z,~ ........ ...... NORTH EI. EVA'TION *"'* '"":"-'"' SCALE: l/Z~1' = 1'-0" b~,~,,,~, I?,:oos A-1 BLUESTONE CHIMNEY CAP ~~ ........... ~_ _ · (TYPICAL) WEST ELEVATION SCALE: 1/4" = 1'-0" Z~ A~{HIT~TU~L ~~~~ SOUTH ELEVATION SCALE: 1/4" = 1'-0" 8II~ETNLMBE~- A-2 '1 J I w/~2) 2X6 PLAT~5 w/(2) '~ ' ~r '(3) 13/4xi4 Mt FL I I I CRAWL SPACE I ~l/2~X4q!2~l/4 ~rEEL COLUMN I 7-- L FOUNDATION PLAN SCALE: 1/4" = 1'-0' ~ .~ PRO]EC'T' NORTH GARAGE 1- Z 0 ! ./ :- J ~ _,,~. ~, . ..~;~.,--_ , , ~..,~ , II ~'~ ~ , ~ ', / /I c IJ I ~L~ bJ ', ', , [I f ...... ~ --. ~ P II ~ -- 13'-7" . J I I',~F LOCATION: NEW AREA: 15% FL LVG. SPACE 2360JB SQ. FT. 2~D. FI. [VG. SPAC~ 1622.2 SQ ENCLOSED PORCH 155,2 SQ. FT. I , ~i ,, ~ . ,:, , , , ......... I ~~ I~ ~. ~. k : ~ ~ ...'.' ~', . ~.-,,.. ~ ,J-,.. '~. ................................... ~ .... ,.~ -, ~, : : : ~ </ / ~ J ( ~ ~ ~~ I ~, ~, _ II ~ -~. ..................... . ~ ,q~ . L .... ~ (~ ..(~o. ). .) ~, , ~,-." 3 -*" ,. ,,-,,,I, ~:-5, ...... ~ ............ t I , , / ', % A / / ~ ~ ~ ', ~ /~ ~, /~,~ ~ . &/ ~ ', X ~ k / ~] N ] / , ~ / ~ V" , , ,Il,d, ,, _ ¢' % / ~ . - i k--I ................ ~v ~i , /~ . J ', ,,,.i],, I: ....... L~ ...... ~ .... ~ ~ r,~.~ ; ~/ t . , c ~. ~'1 ~/ : .~ JI;. ~ ~ ~ ~ MARTER RAT~¢ ~'~ /i~,l~. ~.~ ~ ~ , I~ I I II !1 'IIHI ~ & k % i~ '-~ ......... 1 I~1 ,,~-,..-- -, ~ , (~)Aw,~v II I ~ '~ k ~" ' ~ .-' , 1I~1 x ~/ , ~ III ........ " .. ~,~_ ... ~ ~ ' ........... 11'~' , ~-~~..,. I ~ , lmm ~, s'-~/a" I ~, I ~ ~ ~ / 111~1e,-8~/8'' ~ 8'-8t/8" j ....... er ........ r ................... Jl J , Po~ 4 * m)2x~ 4=) x~ /)~/~ /11/ ,, POST / II t ~ ,,, ~" / %'~7 I llJ , ,.,,~x,.,,,. ill ? _ ~~17~ ,, u.~. ~*~ :::::::::::::::::::::::::: ............. , , ,. , , ~ --~j) I-3/4X4ML4 ~ ', , ',i c ..... o ~ ' 'f2L 2~L6 (~).2x~ ........................... ~' - ' L PO~£ EO~T WALt(-[ Gl (~RF i ~2XlnB,F~EI~IR.OC I~ ~2 .......... , , ~ I ~ % , ~-~ .. ff ~ ', ....... -- ,, ~ ~-, ~ _ , .' ~ ~- , --~ / ~] ~--~ ......... l l- ................. ~ "- ~, ', ', ',, ', : I: --~ ~ / , ,'" ? ,, t ~ ~ / " r,~ / ~/ ,u , , ~ ~ ~'1 ~/ , .~ ,ll:.~ [ ~ ~ ~ . , . ' , ~ ~,~ %% "-',- o~ ............ '~ ~' ' ~ ~ '"~ '"TI ' ~" ~"~ ' " ~ %% /,vo~ .._ ........ 1~1 ~ = ; ,~ , , ,, k II .... ~ ~_4 ....... '~ ~ ~' ~ ,: , ............ ]111 ~ ~/ , ~ II I I ~g, , ~,_ _. _ ~ ~ I/ , , - ~ , q ~gz~: ..........................~ , ' ~ -- R~)~Z~/~x ~ ML ', , , ................... ................... ,,, ,,, ,, ~ ,, I, ~ ,,, ,,: ,~ J. ~J '. 3,~ 4'-3" 4'-3" SCALE: 1/4" = 1LO' ONEACHSIDEOFOPENING. PROVIDE3JACK~UDSONEACHSIDEFOA HIG~-PERFO~ANCEUNITS PROViDI[~ANDARDHARDWARETO REVISIONS. ROOF POCKET: CEtLING 7-1/4" TYPICAL SOFFIT DETAIL SCALE:: 1-1/2"= 1'-0" I I ii, ;I ~ PROJECT NORTH ROOF PLAN SCALE: 1/4" = 1'-0' I I , (2) 2X10 I I). INSTALL 2X6 DF,~2 COLLAR TIES AT 48" O,C., 2). ALL I: L&'rES SHRILL BE BOLTED TO RAFTERS ~,~tT H I/2" DIA OAL'dlNIZED m m 3~ ," ,' : I S/B" CDX 5HE~THINO ,W.I.C , W.I.C. '~.~'f.%%., ~- ~ ~1 COLUMN ~/CA~ & BASE ~~~r" ~ FLUSH HEADER Jlll~ll~ll_ " ~ ~ ~ a- , '"~ ~>( . ~N[~ . I~2Xi2F.G.]coLuMN ~Ill M~ ~ = ~~,~- ~ Ill Bmll~ll ~RDIESHINGLEStDING , I w/CAP&BASE -r- III II ,11 , ~ ~~%~" I IN Ill JIl~]l~ w/UNDESLAYMENTPE~ ~ ' ~ ~ ~ ~ , ~= r~jj ~%~; , ~ MANUFACTURER'SSPECFC TONS ~ I ;.~,~=. ~ IIL~~, ~.~ ~~ , ~il .~.oo~llll III Illll I........... ~ I1,~ - -, ~~ .... , ~,'111 Illll III IIIII II II lI II II II IL III z m. .................... , , __ % ~ ': BASEMENT ~ ~ . ROOF POCKET ND UP $1DI:%~ALL ~I'~IN G ROOM BATH No, I c BEDROOM N 1 ~ASEMENT .;; ,. SECTION B-B ,, .,/N,,. SCALE: 1/4"= 1'-0" SCALE: 1/4" = 1'-0" ,c · r~l -' -' STALK HALL ¢ 11111111 ~ c.o,l~ ~ 1tl2( ~,o. II- ~~ ~ - ~ 4" C,'.~ > TO APROVED ~ 6'-H 1/2' SLOPE" II4" PER FOOT PITOH TO DRAIN T.AP ," ,C FOUNOAaON :': / ~/ II ~~ BASEMENT PLUMBING SCHEMATIC ...... ' ...... ' ..... ' ...... ' ........ " ~;;,~....- · BUILT OUT GABLE LEAD PAN OVER I'~DM ~ BEDROOM No. 2 ~ ~, ~.~~. s .~ I ILl ~J III I I ,,o~,.~,o.~,,o~..~ - ~ ~, ~1 ~O.-'~lrll I I IIIII IIIIB ... ,,. _ ...... ~~1~1111 ~UNDEE~Y.ENT PER COLUMN" ~~ =, , Ill" ,1"11 k~¢ ' , .., ~ .Z._.~ ........ [ . .. ....... ,..,. ,, ..... .~::::::::~ ~CAL DOOR OPENING WIND-BORNE DEBRIS PROTE~I DN FOR WOOD STRUUU~L PANE~ "* ~-C',w ~ pER TABLE 1609,1,4, N,Y,S, RES, CODE: ALTERNATE FOR OPENING PROTE~ON (IF NOT USING IMPA~ G~ING) A ~ /..:~, ~ ~,-,,~,.~,.,, X~~~~ ......... ---'.-- b ~-~ ~~ ,. _--~.. ~. ~-~,, ,, ,,---.---... .,- . / ~-'-T-TI~/~IIIIIIIIIII~III I I b~ ~ '~IflHIIHHlllIIII~I4~ --,----, , IIIIIf IBIIII ----' '""~? ~ Ill ~llqH , ~~~ ] -- I ........ '.. . ............ NOTE, ...... ' .................. T,., -- , . , - ' ..................................................... ALL.X4WALLS, R13'~ SCALE. 1/4"=1'-0" [ .................... I, ~~~ ALL.X~WALLSR19~ ,lOB#: SECTION E.-E ~1.~ 8 SCALE: 1/4"' = 1'-0" ~ SITTING ROOM Il ~ ~llllllllllllllllllll/ I I ~ II I IIII I I I I I I ~ IIIIID/II IIII11 II lib L ~B-&I ltllll II ....... II HARDI~HINGL~iDINO J.~AT~ ~nJ [IJllllJJ~l IIIIII I I I1111 I ~ II H I II ~1 [lllll II --- -- -' ~'- ~~' ,, ~"o~ ~ ~ ~ D~~';' '-~'- ,,,,,,,. ,. , , , ,, . , : ',, ~f _.~ ._ ,:.: ...................................... T,.,., ' ' ..; ~.=,,,,-,; ',.~.~,~'~.':,.~. ,.$*.-,'~'~.'.,.$.~-~Z:'%",,$, ,$~' SE~ION G-G SCgkE: 1/4" = 1LO,, ~._ _ _ ~-- ~-~ .- ~:~ ....... _ ..... ~ .......... ~- ~ ....................... U //~'~ , RECREATION ROOM II ~ Il llqll ~ 1 _.,~.~~~~ ~ ..,.~ .,.,,~ ..... . ..... - ..... " ~lliiliilllllll-': ........ ] ............ , SECTION F-F SCALE: ti4" = E-O" DRY WELLS TO BE 10' MIN, AWAY FROM HOUSE SCALE'. N.T.$. WATER MANAGE!IVlENT DETAILS N.T,S. / 0 0 A-IO REVISIONS: NYS ENERGY COMPLIANCE NOTES CRAWL SPACE. 'v /INDOW$ AND DOORS: THE FLOOR OVER A VENTED CRAWL~PACE CONSTRUCTION, IF APPLICABLE,ML1STBE, REScheck Software Version 4.2.0 ' INSULATED TO THE SAME R-VALU E A~ A FLO~OR OVER AN UNCONDITIONED BASEMENT, Compliance Certificate ' 2). ~EAL DE,ALL TO THE ROUGH OPENING USING ADHESIVE. 1). iNSULATE THE FLOOR A~OVE TH~ BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. 3), ~EAL B~EEN WINDO~/DOOR JAMB AND ROUGH OPENING ~ITH A CONTINUOUS 2). INSULATE THE ~AIRWELL B~EEN THE BASEMENT AND CONDITIONED FI~ FLOOR. BEAD OF LO~-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCT5 IN THE BASEMENT. ALONE IS NOT ADEQUATE, 4). SEAL DUCT~ IN BASEMENT. I~1 5). 5EAL AIR LEAiG iN THE FLOOR SYSTEM 8E~EEN THE BASEMENT AND THE FL~T FLOO~, WINDOW ANO DOOR WITH DRYWALL R~URN: ~UCH ~ WiRiNG AND PLUMBING PENET'RATIONL AND WEATHER 5TRIPPING ON THE 1). CAULK JOINT B~EEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR, 2). DO NOT U~E HIGH-EXPANSION FOAM. [T MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANt,FRAMING: SEALING BAND JO[~5 DURING CONSTRUCTION: Energy Cede: 2007 New York Energy Conservatio,n PLUMBING AND ELECTRICAL: ~). CAUL[( EXTERIOR JHEATH~NG TO TO~ PLATE ~HEN ASSEMBLING FRAMING. Constra~ion C~e 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY ~UBFLOOR OVER. Location:Suffolk County, New York SEALING PENETRATIONS: ALL PENETRATION5 THROUGH THE IN~U~TED ENVELOPE CE THE BUILDING MU~T 3), CAULK SiLL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN P~CE. Construction Type: Detached I or 2 Family BE ~EALED. 4). CAULK OR USE ADHESIVE B~EEN DRY~ALL AND TOE P~TE. Heating Type: Non.Electric ~EALING BAND JOI~TS AFTER F~MING (ALTERNATE M~HOD): Gl~ing Area Percentage: 20% ~ECE~SED LIGHTS: RECE~ED LIGHT~ IN INSULATED CEiUNGS MUST BE RATED FOR [NSU~TION 6. INSERT RIGID FOAM BLOC~ ON INSIDE ~F BA~ [N FLOOR JO[~5, ALONG Hasting Degree Days: CONTA~ ("lC" RATED), AND MUST BE AIRTIGHT A~ OUTLINED IN ECCCNY5502.1.3. EXTERIOR PER[METER, AND FLUSH ~ITHI $ILL P~TE. INCLUDE GARRETS ON THE TRIM RING50~ OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR 5[DE~ OF FOAM BLOC~ AND JOI~T5 UNDER FLOO~ JO[~. CollstflJction Site: ~ner/Agent; Designel~Contractor: ~PECIFIED FOR THE ~Y~EM TO BE RATED FOR A~RTIGHTNESL THE AIRTIGHTNES~ STANDARD OF 2,0 CFM, (ASTM E 2~3), U~IT~ WITH A ~BEL THAT REFERENCES THIS t~T. FLOO~ DECK: AMOROSO HOUSE MARK K. SCHWARTZ, ARCHITECT ASTM ~TANDARD, MEC OR ECCCNY~ MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO [). FULL INSULATE JOI~T CAVITIES. 9~30 NORTH BAYVI~ ROAD PO, 933 BE SATISFIED BY IN~ALLING SEALED AIR'rIGHT BOXE~ OVER RECESSED LIGHTS, 2). INSULATION TO BE ~UPPORTED ~[TH WIRE RODL SOUTHOLD, NY CUTCHOGUE, NY lf1935 ~XTE~IOR OPENING HEADERS: 734.4185 SERVICE ~ATER HEATING: IF VERTICAL PIPE RISER$ ARE U~ED WITH CONVENTIONAL ~AND ALONE OR INDIRECT SANDWICH R~GID INSUlT[ON B~EEN HEADER COMPONENT~ IF HEADE~ MUST BE INSTALLED ON 9OTH THE INLET AND OUTLET aDE$ OF THE WAT[R HEATER. ALL PIPES RECIECULATiNfi HOT WATER PIPE LOOP~ MUST B~ INSULATED TO LIMIT ~DDER BLOCKING FOR INTERIOR ~ARTITION WALLS: HEAT LOSE. GENERALLY, 1/2" OF INSULATION IS fUI:FICIENT FOR PIPES LESS THAN 1" Ii. PROVIDE HORIZONTAL ~LOCKING AT 45r' O,C, AND AS NEEDED FOR NAILER~;. Co~plJa~: 8.8% Beret Than Code Maximum UA: 69~ Your UA: 630 IN DIAMETER. CIECU~TION PUMPS MUST BE EQUIPPED ~ITH SHUTOFF5. 2). FIT CAVI~ INSU~TION CAREFULLY AROUND HOR]ZONTAL BLOCKING. 3). PROVIDE A NAILER ON THE TOP OF THE BO~OM P~TE FOR BASEBOARD TRIM. HEATING, VENTILATION AND AIR-CONDITIONING (HVAC)1).EXTERIOR CANTILEVERsEAL ALL PENETRATIoNsFLOOR WlTHTHROUGHINTERJORTHE: BLOCKINGAIR SEALING:AND THE SUBFLOOR, Floor 1: Ali-Wood dois~russ:Over Unconditioned Space 2362 30.0 0,0 78 DUCT AND PIPE INSULATION I~ REQUIRED FOR ALL HVAC DUC~O~K AND PIPE~ IN The proposed building represented in this document is consistent with the building plans, specifications, and other calculationa submi~ed ~ UCT SEAUN ~: I N S U LA'rIO N: Na me - Title SiM natu re Date SAME R-VALUE AS THE SURROUNDING AR~A. Project Title: Repo~ date: 11/21/08 THE REQUIREMENTS CONTAINED IN NY~ CODES FOR DETERMINING MECHANICAL Data fi ename: C ~Program Files~Check~REScheck~AMOROSO.rck Page 1 of REVISIONS: /*, * I~" P=*~ .,,-I~= ~-I~:"; ALLOWABLE HOLES - TJI Joists JOIST DETAILS ~1.~. ~,1-I,~ ~-I/~"~ o~-~.~ ~. ~,, From ¢1~o~ F)ane[ ~d~ ~oundarB nalLIn MU imum distance from edge of h01e to Inside fa(~e 0f nearest end support ," ~ ~'*~;; ~;:3 0.-. ,~, ROUND HOLE ,IZE SQ, ,ARE OR RECTANGU.R HOLE ,IZE e e e e G?'''''°"'"'''''"''''''r'''"' e ~'" ...... BE,M ..~ COLUMN OEmLS *LLOWABL* HOLES- ~e*** ..d H**de~. BEARING AT WALL WINDOW HEADER CONNECTION WALL JOT~t Fra~in~ ¢ G,-~.,*-**-.,~.*,,,.,- ~ ~ ~ FASTENING of FLOOR PANELS ~ ~ ' .~ .ot~ ~ u,,~.r Tru. Jor*t rr~ ~e,,~ ~ ,d (3"]. 12d (3-t/a') b*x 3" 3" *" 4" INSTALLATION TIPS ~ Drrv~arl..m~a~e.f~mlnapt..~.ppll~ale).rF~.m.r'sp~cket '"'* ...... '*'**'""'*""""*'*"* ~ "*'"*"'""'**' WARNING ........... `,~."u~'~``~`"'~#r`"~"r`*~"¢`~,m*r"'""'~",~"m`,~*~"""~,um~m~m~`~¢x~c~ This sheet is mntended as a supplement I:o the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. ~ u~c,mbm 17.2008 A-12 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAVVINGS LISE THE FOLLOLUING ApPRO'VE~ USP METAL CONNECTOR5 FOR PROPER I&!INID RESISTANT 4~ ¢~OO~ CONSTRUCTION, FOLLOW MANLIF:AC:TURE'5 RECOMMENDED INSTALL.ATIOr, I INSTRUCTION~ TO AC, HIE'YE sIr)EWALL~ FLOOR USP NUMBER 1ST, ADS5 WALL STUD ? ENDWALL DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS CONNECT TO 1 SIDE OF ALL cORNERS ON BOTB BOT. PLATE OF 2ND FLOOR AND TOP PLATES OF 1ST, FLOOR. CONNECT THROUGH THE FLOORS TO EACH OTHER WI THREADED ROD HOLD DOWN ANCHOR METALSTRAP RIM BOARD SILL PLATE(S) FOUNDATION O () STAPPING TO BE ATTACHED TO WALL STUDS ~48"OC AND ALL WINDOW/DOOR OPENING JACK STUDS =LOOR JOIST DEPTH JSP NUMBER DESCRIPTION APPLICATION 8"- 1,4" LSTA3D t-1/4"x30" 18ga. STRAF 14" - 16" LSTA3§ t-1/4"x36" 18ga. STRAF 2NO. FLOOR WALL INSTALL 4'0" O.C, AND JACK STUDS iN ALL OPENINGS INSTALL 4'0" O.D, AND JACK STUDS 3N ALL OPENINGS INSTALL 4'0" D.C. AND JACK STUDS 3N ALL OPENINGS 1ST. FLOOR WALL KING STUDS CRIPPLESTUD HEADER JACK STUDS LOCATION USP ~UMBER ,D,.ES .CRIPTION APPLICATION TYBOW~ APPLY TO EACH CRIPPLE STUD ALL OPENINGS RT3 OR RT7 TYBOWr ~PPLY. TO EACH CRIPPLE STU CRICKE;T AT TOP-SIDE OF vlNEY WALL SHEATHING FLASHING FINISH WALL AND MOISTURE BARRIER TO LAP FLASHING AT WALL ,- MAINTAIN GAP 4 WALL FINISH AND ROOFING TO AVOID SOAKING PROVIDE HEMMED EDGE AT FLASHING TO FORM CHANNEL AND SO AS TO MAINTAIN AIR GAP TO pREVENT CAPILLARY ACTION KEEP ROOFING NAILS OUT Of FLASHING STAPPING TO BE ATTACHED TO WALL STUDS ~ 46"OC AND ALL WINDOW/DOOR OPENING JACK STUDS AND JACK STUDS ON ALL OPENINGS :LOOR JOIST DEPTH USP NUMBEF DESCRIPTION APPLICATION INSTALL 4'0" D.C. 4" - 8" LSTA36 I-1/4"x36" 18ga. STRAP AND JACK STUDS ON ALL OPENINGS INSTALL 4'0" O,C. 8" - 16'1 MSTA4S 1-1/4"x48" 16ga. STRAP TYP. CONC. FOUNDATION ~ ¢~, A 6 MIL POLY ~' CONC. SLAB DAMPPROOF EXTERIOR ~' ~v GRANULAR FILL 6MIL PDLY ON EXTERIOR v DRAIN TILE ----~,.~. · TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. CONC. BLAB 6X6 10110 WWM COMPACT FILL MIN. ~, 4 !INFORCING BAR DRAIN TILE -- ~.~-~'~ ROOFING LAPS BASE FLASHINIG 4 INCHES BASE FLASHING ~/RAPS CORNERS, EXTENDS UNDER SHINGLES AT SIDES 4 INCHES AN[) LAPS SHINGLES AT BA~E MIN. 4 INCHES STEELCOLUMN CONC. SLAB COMPACTFILL CONC. FTG. 51DE FLASHING MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" coiNC. FTC. P'T'iLATE ~ ,'/. 'i. ~. . 6xs w.w,~. ---~" r ~'k,- . ~ ~'~ ~// -REINFORCING BAR THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. REINFORCE FOOTING WITH (2) ~ REINFORCING BARS. RAFTER RIDGE LOCATION USP NUMBER ,D, ES,O, RIPTION APPLICATION RAFTER TOP PLATE WALL STUD LOCATION USP NUMBER DESCRIPTION APPLICATION 10-3/4 ,( 18ga. TYDOWN ANCHOR EACH RAFTER 4" - 6" RAFTER RTl 0 ,,, CC NNECT TI:) 8'% 12" RAFTER RT20 "' CONNECT TO 21..1,8 x 20ga. TYDOWN ANCHOR/LACH RAFTERI RAFTER TOP PLATE WALLSTUD RAFTER/PLATE RTl 5 TYDOWN ANCHOR RAFTER TO PLATE COHNECT OVER PLATENVALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STU LEDGER RAFTER RAFTER BIZE 2x6-2x6 2Xt0 ISP NUMBER DESCRIPTION APPLICATION LS26 18ga. SLOPE HANGERIAPPLY TO EACH RAFTER / LEDGER LS210 ~_18ga. SLOPEHANGERJAPPLYTOEACHRAFFER LEDGER AS REQUIRED RAFTER~ MAINTAIN VENTILATION A%['lC SHALL 13E PROVIDED WITH A MINIMUM NET FREE VENTILATING AREA NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. ALL OPENINGS SHALL BE COVERED WITH CORROSION- RESISTANT METAL MESH WITH MESH OPENINGS OF % INCH IN DIMENSION. BLOCKING 2×4 LEDGER DIET IN. SCREENED VENt -CONTIN, SOFFIT / EXT. PLYWOOD ~5OFFITED LAvE ROOF YENTILATION / ~,OFFITE~ EA"/E DETAil THROUGH MENT PRE-MANUFACTURED KEEP SHEATHING MIN. 1-t/2" RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE OVER RIDGE TO AIR PASSAGE CONFORM TO SLOPE OF ROOF DBL. SILL PLATE TERMITE SHIELD SILL GASKET USE WITH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION (usP LBPSSS OR BP583) FOUNDATION 5/8" DIA. ANCHOR BOL'I ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILl- PLATE TO FOUNDATION I STORY 72" DC (CRAWL SPACE OR FOUNDATION1 SILl. PLATE TO FOUNDATION 2 STORIES 36" DC (CRAWL SPACE OR FOUNDATION) NALL BOTTOM PLATE TO FOUNDATIOh 1-2 STORIES S7"OC ~AB-ON-GRAD~E)~ ...... B%50FWO / Xx NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 114 DEPTH OF BEAM SHEET METAL / 30# FELT UNDER BEAM AT POINT OF CONTACT WITH CONCRETE OR CONC. BLOCK SHIMS TO LEVEL BEAM 3" MINIMUM BEARING SURFACE FOR WOOD BEAM IEOPRENE :~OOFING LAPS =LASHING AT SIDES AND TOP :LASHING LAPS ~OOFING AT BOTTOM ROOF JAC. K5 ~ V'ENT5 DETAIL MAXIMUM UPLIFT I_OAE~ cApAOlT"r'. WALL STUD DOUBLE JOIST BATH / 8PA TUBS TO HAVE a DOUBLE FLOOR JOISTS UNDER FOR ADDLED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. FOR JOISf NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING @24"00 BLOCKING WOOD GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND OVER BEARING WALLS AND HEADERS WOOD JOISq GIRDER/HEADER WOOD JOIST ALL JOISTS CONNECTED TO A FLUSH HEAr)ER TO BE! SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE, & REDUCE BUMP OUTS 'r TYPICAL E~EAM DETAIL. 5TELL. / E~OTTOM ~EARING O JOIST STEEL BEAM NOTCH JOIST AND A, DJUST HEIGHT (WITH A NAILING PLATE IF NEEDED) TO BE APROX. 1/2" OR HIGHER THAN STEEL BEAM TO ALLOW FOR SHRINKAGE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) SUBFLOOR [~'['~ ~- PLATE R/gVISIONS: I WIND LOAD PATH CONNECTIOI',,I AND CONS-rRUCTION DETAIL. DRAWINGS UaE THE ~=OLLOWlN~ OR APPROVEE~ U,SP filET,AL CONNECTOR5 FOR PF~OPEF~ LUINID RESrS'rANT CONSTRUCTION. FOLLOL~ MANUF:,ACTIJRE'$ RECOf"IPIENDED fNST~LLA,TION INSTRLICTrON8 TO ACHIEVE M~XIMUP'f UPLIFT LORD C,Af=ACIT¥. "DIA, MAXIMUM RAFTER--- CRIPPLE STUD-G CLIMATIC & GEOGRAPHIC DESIGN CRITERIA RIDGE '"',.~.~. HEADER LOAD (MPH) CATEGORY DEPTH TEMP, REQUIRED HAZARDS 4ELBE. ~2R B SEVERE SFT. MODERATE BLIGHTTO ~t NONE RAF~R JACK STUDS / RAFTER-TO-LEDGER CONNECTION LEDGERTO BE CONNECTED TO BEDE, USING 1/2" DIA. BOLTE @16"OC WTTH WASHERS HEADER-TO-POST/STUD CONNECTIONDECK AND COVEREDPOR,CH NOTES: RIDGE-TO-RAFTER CONNECTION RAFTERSIZE JSPNUMBER DESCRIpTZON APPLICATION LOCATION 'USPNUMBER DESCRIPTION APPLICATION 1) Unfessotherwisenoled, ell framlng material to be #1 ACC pressuretreatedlumber. 5TAIt A I , .OCATIOI~ USP NUMBER DESCRZPT~ON APPLiCaTION 2×6-2x8 LB20 1Bga, SLOPE HANGE[~ APPLY TO EACH RAFTER / LEDGER ALI. OPENING.= LErA12 1-I/4"x12" 2ORa, STRAF APPLY TO EACH ]ACK STUD Ail fasteners, hangers and anchors to be galvlnlzed or slaillless steel, ROOF L~TA24 [..1/41Ix24'' 2Ego. STRAP APPLY OVER P~DEE TO EACH RAFTER 2X10 LS21D 1Sga. SLOPE NANGE~ APPLY TO EACH RAFTER / LEDGER ALL OPENING~ RT3 OR R'F7 TYDOWN ANCHOR ~PPLY TO EACH CRIPPLE STUD 2), Girders for deck joists to be bolted or anchored t~ each post or pier with washers and nuts. % ~ -- .~Pders on concrete piers shall be anchored with proper sleel connectors anchored ~ ~.~"x ~"?~ ~ RAFTER ~ t)' Deck joists to have blocMnR at 8'0 HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION / forar,ycontact withACQ. ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION_ I LOCATION JSP NUMBER DESCAZPTZON APPLICATION ~ / OF THE STALES. HANDGR[P PORTION OF ALL HANDRAILE I LOCATION JSP NUMBER DE$CPJPTION APPLICAT[OI~ CONNECr EACH -- CONNECTT¢~ RAFTER/PLATE RTl5 1P(DOWN ANCHOR RAFTERTO plATE POST-TO-DECK CONNECTION NAILING SCHEDULE PROV[DE AN EQUIVALENT GFLTpPING SURFACE B". 12" RA~TER RT2g 2J-i/S" × 2ORa. TYDOWN ANCHOR CDNNECT T([~ ROOF SH LATH IN G; I GIRDER/HEADER RC)OF FRAMING: ~ JOIST ~ POST/COLUMN ~) ', RAFTERTO 8'WALL: 3-8d COMMON EACH rOE-NAIL - TOP PLA1E 10' WALL: 4-8d COMMON RAFTER ~ POST/COLUMN -~ BElLiNG JOIST S' WALL: 3-8d COMMON EACH ~ / TO TOP PLATE 10'WALL: 4-8d COMMON JOIST FOE-NAIL , CEILING JOIST TO AS PER TABLE 3,7 EACH FACE L - ~ GIRDER/HEADER PARALLEL RAFTER WFCM - SEC LAp NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE POST-TO-GIRDER/HEADER CONNECTION OVER PARTITION WFCM - BBC LAP NAIL ~ COLLAR TIE AS PER TABLE 3.4 EACH FACE~ i ,, LOCATION USP NUMBER DESCRIP~ON APPLICATION "~ / TO FIAFTER WFCM - BBC END NAIL ~E~/POf~ON f~l/IN~ SPLICED JOISTS OVER HEADER/GIRDE _R 4x4SOL[D COLUMN }BS44/PBSE'N/KC4~ POSTCAP AhlCHOE APPLYTO EACH COLUMN BLOCKING EACH TOE L(ICATZON USP NUMBER BESCF~PTZON I APPUCATION -- E×E SCUD COLUMN =ES66 / PEER66 / KCS( POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/H LAMER CONNECTION TO RAFTER 2- 8d COMMON END NAIL /GIST TO GIRDER/HEADER ET10 I WDOWN ANCHO~!CONNECT TO EACH JO~ HOLLOW COLUMN i SIMPSON EYRE[/2 H.C, ANCHOR APPLY TO EACH COLUMN__ USE HIM, (2) 1/2" DIA, GALV. BOLTS WITH WASHERS AND NUTS ToRIMRAFTERBOARD 2 - 1Ed COMMON EACHEND NAILEND stu WALL FRAMING: ~ '~ ,~? .; TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END ~ PLATE TO STUD 3 - 16d COMMOh PER 2x6 STUD NAIL FLUSH JOISTS WITH HEADER/GIRDER BLEZ× BOTTOM PLATETO: CEILING JOIST TO BLDG. CONNECTION ALL 20[STE CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ' -~_--~1-~.~,-~ (NIH[HUM) END JOIST OR BLOCKING FOOT FACE NAIL LEDGER TO BE CONNECTED TO BLDG. USING 1/2" D[A, BOLTS e~E"OC With WASHERS THE PROPER STEEL CONNECTOR, Ii FOR HEADER HEADER/GIRDER-TO-POST CONNECTION IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERSI, OR BEAM LOCATION IJSP NUMBER DESCRIPTION APPLICATION PI:CE OF SIDING BELOW ~~~~'~L~ ~ ~ -- ----THSEADED RODe SILL, TOP PLATE OR GIRDER JOIST NAIL WOOD JOIST-- [~ ~ ~;F::~--~...~.~...=_ENDBE;TANCE __ TO JOIST END NAIL ~% EACH NAIL TOE ~ '------ ~ BLOCKING TO: 3- 18cl COMMON BLOCK LAG BOLTS a, ~ HOLLOW COLUMN UPLIFT BAND JOISTTO' PErR RIM]GIST/BM. SIMPSONSTBONGTIEMODELSTRRI/2 DECK POST FTC. CONNECTION SILLORTOPPLATE 2-16d COMMON SPLICED JOISTS OVER HEADER/GIRDER INSTALLAS PER MANUFAETURE:'S RECOMENDA'BON$ DECK/PORCH I. EDGER CONNECTION USEW[TH RT10TYDOWNANCHOBS 4X4 POST PAU44ORWE4~ POST/BEAM ANCHOR APPLYTO EACH FOOTING . ~ ~ ¢,,, , 6x6 POST PAU56ORWEC( POST/BEAM ANCHOR APPLYTO EACH FOOT~N6 .A- 14 IOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLA1E 10' WALL: 4-8d COMMON RAFTER rOE-NAIL DEILING JOIST S' WALL: 3-8d COMMON EACH TOTOP PLATE 1O'WALL:4-8d COMMON JOIST FOE-NAIL 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 - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE~ TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - Bd COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 1Ed COMMON END NAIL JOINT DESCRIPTION NAiL NAIL QTY SPACINO NOTES TOP PLATE TO PER TOP PLATE 2 - t6d COMMON FACE NAIL FOOT TGI3 PLATES AT JOINTS FACE INTERSEOTIOHS 4 ' 16d COMMON EA SIDE NAIL STUD TO ;.)4" FACE STUD 2 ~ 16d COMMON O C, NAIL HEADER TO 16" O.C. FACE HEADER 16d COMMON kLONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMOh PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMOh PER 2X6 STUD NAIL BOTTOM PLATE TO: FLOOR JOIST, BAND JOIS~ 2 - 16d COMMOh PER END JOIST OR BLOCKING FOOT FACE NAIL JOINT DESCRIPTION NAIL NAIL QTY SPADING NOTES PER TOE JOIST TO: 4 - Bd COMMON JOIST NAIL SILL, TOP PLATE OR GIRDER BRIDGING EACH TOE TO JOIST 2 - 8d COMN1ON END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL EACH TOE BLOCKING TO: 3- 1Ecl COMMON BLOCK NAIL SILL OR TOP PLATE LE:DGER STRIP TO BEAM t- 16d COMMON EACH FACE JOIST NAIL PER TOE JOISTToONEEAMLEDGER 3 - Bd COMMON JOIST NAIL SAND JOIST PER END TO JOIST ~- 16d COMMON JOIST NAIL BAND JOIST TO' SILL OR TOP PLATE ~ - 16d COMMON PErR TOE N~ FOOt ~¢,¢ GEI',tEf J_ NOTE,5 WIND FRAMING NOTES NAILING SCHEDULE , ...................... PLAN CONTENT. ; 1). RIDGE-TO-RAFTERASSEMBLY:ROOF FRAMING:occup~Nc~ CL~5~IFICATION ~ When a collar tie is used in leu of a r dqe strap, the number of 1Od common nails required , QTy. SPACINGI NOTES BUILDIN~ USE ~ESIDENTIAL D[~ELLING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the slap. RAFTER TO 8' WALL: 3-8d COMMON EACH BHIL~ING HEIG.T (5EEPLAN5) TO~ ~LATE 10' WALL: 4~8d OOM~ON RAFTER TOE-NAIL ii. Th~ information within lh[s s~t of ~onsftu~flon documents is r~la[~d to basi~ d~si~n 2}, RAFT~-TO-WALL ASSEMBLY: tOTAL ~. ~T. O~ ~ON~T~U~TION ~ int~n~ a~d framin~ details. They ar~ intended a~ a ~nst~ggon aid, not a substitute Lateral framin~ and shear wall oonn~otions for rafter, ~ilin~ or truss ~a ~ap plat~ ~hall b~ inToGEILITopNGpLAT~JOIST 18'0'WALL:WALL:8-Sd4-sd GOM~O~COM~ON JOISTEAGH TOe-NAIL ~onstruotion details and procedures ~o ensur~ ~ professionally finished, structurally ~he to ~h~ wall stud with upH~ ~onn~dons. ~aofs overhandn~ ~h~ rak~ sid~ of lhe bu[Id[n~, PARALLEL RAFTER WFGM - eBB LAP NAIL ~OO~ ~ M[~ ~[N~ ~[TION, ~OO~ ~M~ CON~T~TION sound and a w~ath~rpro~f ~mpl~t~d pmdu~L shall ~ ~nn~ot~d wqh upli~ ~onn~ions in ~m'dano~ with tab]~ 3.~. [GEILIN~ JOIST LA~8 A8 PER TAB[.~ ~.7 ~AGH FACE ~AM[N~ ~NT~ ~ ~ ~LOO~ ~N~, ~o~ ~CTION AN~ ~N~L NOT~ 2}. Th~ ~n~ral Contractor is r~sp~ns~b[~ for ~nsudn~ that all work and ~onstru~t[o~ ~), WALL-TO-WALL ASSEMBLY: m~ets ~urmnt f~d~ral, slat~, ~ount~ and Iooal ~od~s, ordinances and m~ulati~ns, ~t~. ~all studs ~bow and studs below a ~or I~wl shall b~ a~a~h~d wit~ uplift ~nneotion~ in GOLLAN TIE A8 ~ER TABLE 8.4 EACH FACE ~ 40 should b~ adhered ta ~ven if in vadan~ with the plan. elude s~aII b~ a~aohed to a sommon m~mber in ~h~ floor assembly with upll~ oonn~lom tn ~OOKI~6 ~AGH TO~ ATTI~ m/ ~TO~A~ 20 a~e~rdano~ with labl~ 3.3. TO ~FT~ 2 - 8d COMMON ~D NAIL ~I~N ~OA~ ~A~,&TION~ ~OO~ (~O~N~ ~NO~ ~O~) ~}. Dimensions shaft tak~ precedent ov~r s~al~d drawings. RIM BOARD EACH END (~l~ ~OA~ ~P) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ~oo~d5 (OTNE~ THAN ~LEEpING) 40 First wall studs shall be co~ne~ed to the foundation, sill plate, or bosom plate with uplift R[OOMS(SLEEPING) 30 4). The designer has n~t been engaged for construction supe~isien and assumes no :ennectom. Steel straps sha~l have a minimum embedment 9f 7 inches in concreteWALL FRAMING: responsibility for construction coordinating with these plans, nor responsibility for roundation and slab~n-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL GAURDRAIL5 (~NY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b, When steel straps are lapped under the JOINT DESCRIPTION QTy. SPACING NOTES precautions and programs in connection with the work. There are no wa~anties for a ooftom plate, 3 inch square washes sha~[ be used with the anchor bolts, Anchor bolt EXPOSLJ~E CATAGO~ (DESIGNED t:OR CAT. specific use expressed or implied in the use of these plans. ~pacing is to be spaced and sized in accordance to table 3.2a. In additien to spacing, TOP PLATE TO : ~ - 16d COMMON PER FACE NAIL anchorboltsareto be spaced be~een 6-12inches fromthe end cfa sill plate and all TOP PLATE FOOT SEE NOTE: I LOA~ PATH 5ED CONSTF~UCTION ANDBIN~ PATH CONNECTION 5). Refer ta the Window and Boor schedule for extedor openings. :ornate, TOP PLATES AT $ - 18d COMMON JOINTS FACE (~OOF - FOUNDATION) D~IL PAGE ~ GENERAL NOTE PA~E 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS; STUD TO i 24" or exceeds manufacture's specifications and applicable codes, Type I exterior shear wells with a minimum oF 7/16 inch wood st~ctural panel on the e~erior STUD O.C. NAIL ~2-~Sd COMMON FACE EG~ES5 5ED FLOO~ PLAN~ AN~ ~IN~O~ 5CNED~LE ~ched with 8d common nails at 6" c.c. at the pedal edges and 12" c.c. in the field, and FI~E p~OTECTION . 16" C.C. FACE 5EE FLOO~ PLAN5 7). The General Contractor is to consult with the owner for all budt-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 c.c. at panel HEADER TO I 16d COMMON ALONG EDGES NAIL such as bookcases, shelving, pantry, closets, trims, otc, ~dges and 10" o.c. in the field shell be In accordande with the length requirements specified HEADER (SHOKE ~ Co2 DETECTOr,S) 8), Wind Icad requirements shall be taken into account during construction, P~TE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENER~T CALCULATION5~ RESCNEC~ ~). ~PE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: rypelle~erlorshea~allsshaltmeettherequirementsoftable3.15a-bgmestheappropriate PER "AC"NA " CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FLOOR JOIST, BAND JOIST '2- 18d CDMMON t). The General Contractor and Mason to review plans, elevations, details and notes to ength adjustment factom in table 3.~6. END JOIST OR BLOCKING FOOT SEE NOTE: t,2 GROUND WIND SEISMIC FROST WINTER IOESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. ?). INTERIOR SHEARWALL CONNECTIONS:FLOOR FRAMING: ,,ow SPEED DESIGN WEATHERIN(i UNE TERMITE DECAY DESIGN UNDER:LAYMENT LOAD (MPH) CATEGORY DEPTH TEMP. REOUlRED HAZARDS Allowable sidewall lengths provided in table 3.14 ah,afl be permitted to be increased when NAIL NAIL NOTES 2). All footings to rest on undisturbed (virdn) soil. ~nter[or shoo.ails are used. Sheathing and conne¢ions shall be In accordance with JOINT DESCRIPTION QTy. SPACING MODERATE SLIGHT TO 20 LBS. 120 B SEVERE 3 FT. TO HEA~ MODE~TE 1 PER TOE 3). Provide t/2" expansion joint material be~een concret~ slabs and abu~ing 2.4.4.2 and 2.2.4 respe~iveiy. ~ JOIST TO: 4 - 8d COMMON JOIST NAIL concrete or masonw waits occudng in exterior or unheated interior ames.8). CONN"OT O"S A"OUNO PLAT O" ROOF S HEATH IN G REQ U I RE M ENTS FO R WI N D LOAD S: Header and/er girder conne~ions shall be attached with uplift connections in accordance BRIDGING 2 - 8d COMMON EACH TOE 4) Any new concrete walls being aAached to existing concrete structure shall with table 3.5. Window sill plates shall be have steel connectors in ac~rdance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with ¢5 re-bar, 18" long at 12" c.c.. Use approved epoxy for installation. 3.5, BLOCKING TOE 5). Unless othe~ise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d DOMMON EACH AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES END NAIL 4' PERIMETER EDGE ZONE 8d COMMON ~ 6" C.C. 8d COMMON ~ 6" O,C SEE NOTES: 1,3 poured on 4 inch thick sa~d or gravel fill with 6x6 wire mesh reinforcing, interior slabs 9). CATHEDRAL CEILING ASSEMBLY: SEE NOTES: t ( BOTH FIELDS) to be minimum 3-t/2 inch thick. All fill to be compacted to 95 ~ relative density with Nhere a ridge is to be used as a structural beam, t~e rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE Bd COMMON ~ 6" C.C. 8d COMMON ~ 12" O,C, 6" maximum lbs (layers). ~nchored on top of the beam or slope ~nnectors shell be a~ached to each rafter-to-ridge SILL OR TOP PLATE 3 - 18d COMMON BLOCK NAIL NOTE: 2 FOR PANEL FIELD dong the open ceiling pa~ of the building. Connections to the ridge and wall shal~ be be LEDGER STRIP 3 - 16d COMMON EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON ~ 4" D.C. 8d COMMON ~ 4" C.C. SEE NOTES: 1,3 8x16 cast iron faundation vent for every 150 sq. fl. of area. I PER TO, NOTES 7).Dampproofexterioroffoundationwitbbituminouscoatingasperse~ionR406of DECK AND COVERED PORCH NOTES:3-SdOOMMON JOIST NAIL THESENOTESAREONLYTOBEREFERREDTOIFMENTIONEDINSCHEDUI.ENOTESONLY. TO BEAM PER END N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1 ), Unless othe~ise noted, all fleming material to be ¢1 ACQ pressure treated lumber. BAND JOIST 3 - t6d COMMON JOIST ~ 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the below grade potion of exterior walls pfior to backfilling. ~AII fasteners, hangers a~d anchors to be galvinized or stainless steel. TO ,fOIST NAIL PER ~ TOE NAIL ~ the 4 foot perimeter edge zone attachments required shall be used. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). GJrdem for deck joists to be bolted to each pest With washe~ and nuts. BANE JOIST TO: 2 - 16d COMMON FOOT ~EE NOTE: 1 ~ 2). Tabulated 12 inch o.c, nail spacing assumas sheathing a~ached to rafter / truss framing members with G>0.49. F RAM I N G NOTESi,~. concrete with a ~l,[~um 1/2" die x 7" Io,g a,c~or belt with washers a,d nuts.ROOF S HEATH I N G: For framing members with <0.42<G<0.49, the nail spacing shell be reduced to 6 inches c.c. 1). All framing techniques and methods as prescriptive design of 2006 SEC High Wind 3). Posts suppoAing girders shall be anchored to a 12"x12"x12" thick concrete footing. ~ JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1t2" die x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ff. QTY. SPACING 3). Tabulated 4 inch c.c. naif spacin~ assumes sheathing te rafter / truss framing membem with G>0.49. For AS PER TABLE 3.~ framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless othe~ise noted, allframingandstru~uralwoodmaterlaltebefl2+BTR, lbelowgrade. Porches with covered roofs shall have12" dla. concrete plers for the girders.STRUOTURALPANEL W"O -S"C WALL SHEATHING REQUIREMENTS FOR NIND LOADS;: NAIL SPACING ~NAIL SPACING AT iNTERMEDIATE Douglas Fir, '4), Deck joists to have blocking at 8 0 o,c., CEIL IN GS HEATH I N G: S.,A~,~,e LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 3). Floors, walls, ceilings and rafters to be spaced at 16 inches c.c. unless noted 5), A minimum of 10 inch flashing shall be installed be~een the building and ledger. JOINT DESCRIPTION NAIL NAIL othe~lse. Ledger to be fastened to building with 1/2" die. bolts with washers and nuts Q~. SPACING 4' EDGE ZONE 8d COMMON ~ 6" O.C 8d COMMON ~ 12" O,C. SEE NOTES: 1, 3 ( BOTH FIELDS) where needed. GYPSUM 7" C.C. EDGE NOTE: 2 FOR PANEL FIELD 4). Unless othe~ise noted, all bearing wall headem to be (2) 2x10 ¢2 + BTR. Doug. Fir.WALLBOARD 5d COOLERS t0" O C. FIELD INTERIOR ZONE 8d COMMON ~ 6" O,C 8d COMA4ON ~ 12" C.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side o~ all ~), Concrete piers shall be a mJmmum 6" above grade. openings. LVL headem to have (3)jack studs and (2)full length studs on each side of WALL S HEATH IN G: NOTES openings. Bearing wall window sills shall a~so have (2) window sill plates for 2x4 wall 0. All joists to be suppoAed with hangem and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to gi~er(s), JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY, and blocking where applicable. QTY. SPACING 8). Covered Roots shall be assembled and anchored the same manner as a typical building. STRUCTU~L 8d COMMON AS PER TABLE 3.~ 1). For wall sheathing within 4 feet of the corners the 4 foot edge zone aEachment requirement ~ shall 5). All flush beams/headers to be installed with heavy du~ gaMnized hangem and PANELS WFCM - SEC be used. anchors where applicable to all connoting joists.PLUMBING NOTES os. 6). Double up floor joists under wails 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 PLYWOOD 6d COMMON 6" C.C. FIELD 2). Tabulated 12 ~nch c.c. nail spacing assumes sheathing aEached to stud framing members with Floors to have ceramic tile installed shall be verified for proper lead capacity unless noted Construction Cede. GYPSUM 5d COOLERS 7" O,C, EDGE G>0.49. For framing members with 0,42<G<, the nail spacings shall be reduced to 6 inches on plans. WALL.BOARD 10" CC. FIELD 3). For exterior penal siding, galvinized box: nails shall be permdted to be substituted far common nails, 7), Provide 2- t-3/4" thick micmla~s ( height to match floor jot,ts) around sta[~ell end/o, 2). Veri~ septic system with the Engineer for SuffolA Coun~ Health DepaAment approval.FLOOR SHEATH IN G: NOTE: other access openings unless othe~ise noted (~pical) 3). If wall studs, plates or joists are cut out during inctallation for any plumbing related work, NAIL NAIL CONTRACTOR TO PRO'VIDE SOIL TEST TO VERIFY 8). Dormers running up roof rafters are to be supported by double rsffers on either side provide adequate bracing and plates to protect and secure the structure. Veri~ with the JOINT DESCRIPTION QTY. SPACING where applicable unless othe~ise noted, state code and manufa(Aure's recommendation for imaximum hole size and spacing permifted STRUCTURAL PANELS 8d COMMON S" O.C. EDGE EXISTING CON DITIONS, MINIMUM 3000~ CAPACITY. 0 ~ t" OR LESS 12" O.C. FIELE 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking ]n floor j~istsHVAC oYoTE M NOTES ~). PROVIDE 5/8" ~PE,X SHEETROCK FIRE STOPPING AT 10'g M~IMUM DISTANCES FOR NON ACCESSIBLE AREAS. under all beadng walls ~ Mechanical subcontra~or is responsible for adheadng ta all applicable codes and safety N OTiS: 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-M~ TRIPPLE PRDTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR ~N ADDITION TO SMOKE ALARMS PER FLOOR. 10). Provide insulation balfles at Gave vents be~een rafters. Install draft blocking as requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF needed. 2). HVAC subcontractor is to fully ~ordinate all syscom data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. ~cLl¢~ ~O2.¢ - PIR~LOCKIN~ ~E~UIRED adhered with PL400 adhesive and screwed to floor jo]sm. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 16). !JOINT DESCRIPTION NAIL NAIL OTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE lg' WALL: 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON 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 - SSC LAP NAIL DEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SEC END NAIL BLOCKING EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES TOP PLATE TO -~ - 16d COMMON PER FACE NAIL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT t - 16d COMMON JOINTS FACE INTERSECTIONS EA, SIDE NAIL STUD TO .~ - ~fld COMMON 24" FACE STUD C.C. NAIL HEADER TO 16d COMMON 16" C.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM ~2 - 16d COMMON FIER 2x4 STUD END PLATE 1'O STUD 6 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER FACE NAIL FLOOR JOIST, BAND JOIST '2- 18d CDMMON END JOIST OR BLOCKING FOOT SEE NOTE: t,2 GROUND WlNr~ SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERINC~ LINE TERMITE DEGAY DESIGN dRDER:LAYMENT FLOOD LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 20LBS. '120 B SEVERE 3FT. MODERATE SLIGHTTO TO HEAVY MODERATE '11 NONE NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAiL BRIDGING EACH TOE TO JOIST 2- 8d COMMON END NAiL BLOCKING EACH TOE TO JOIST 2 - 8d DOMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP 3- 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO SEAM JOIST NAIL BAND JOIST 3 - t6d COMMON PER END TO ,JOIST JOIST NAIL PER ~ TOE NAIL BAND JOiSTTO: 2- 16d COMMON FOOT ~EE NOTE: SILL OR TOP PLATE SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON ~ 6" O.C SEE NOTES: 1,3 SEE NOTES: t ( BOTH FIELDS INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O,C, NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS fid COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 NAIL NAIL JOINT DESCRIPTION Q-Y. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.c~ PANELS WFCM - SSC 7/t6" OSB 3" O.C. EDGE PLYWOOD 6d COMMON 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C, EDGE WALL.BOARD 10 OC. FIELD