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HomeMy WebLinkAbout37714-Z zr Town of Southold Annex �ypFFOt 8/26/2014 v P.O.Box 1179 i 54375 Main Road Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 37114 Date: 8/26/2014 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 2800 Youngs Ave, Southold, SCTM #: 473889 Sec/Block/Lot: 63.-2-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 12/6/2012 pursuant to which Building Permit No. 37714 dated 12/28/2012 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including deck and covered entry to an existing one family dwelling as applied for The certificate is issued to Georgiou,Gina (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 37714 8/21/14 PLUMBERS CERTIFICATION DATED 8/15/14 Gina Georgiou A e Si ature .rte' TOWN OF SOUTHOLD Aj BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 37714 Date: 12/28/2012 Permission is hereby granted to: Georgiou, Gina 346 W 48th St New York, NY 10036 To: construct additions & alterations to an existing single family dwelling as applied for At premises located at: 2800 Youngs Ave, Southold SCTM #473889 Sec/Block/Lot# 63.-2-2 Pursuant to application dated 12/6/2012 and approved by the Building Inspector. To expire on 6/29/2014. Fees: CO -ADDITION TO DWELLING $50.00 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $479.20 Total: $529.20 Building Inspector t- Form No.G TOWN OF SOUTHOLD BUILDING DEPARTMENT C6 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: I. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy -New dwelling$50.00,Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy- Residential $15.00, Commercial $15.00 Date. 12-- S — / 2New Construction: Old or Pre-existing Building: (check one) Location of Property: Z iKD;D vame, Wy Q House No. V Street Hamlet Owner or Owners of Property: (-9 t it i; 2 a t V Suffolk County Tax Map No 1000, Section S� �j Block Lot aZ Subdivision Filed Map. Lot: Permit No. f Date of Permit._ Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ •� )C Applicant Sign re *pF SO�jyol. 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q roger.riche rt(aD-town.southoId.ny.us Southold,NY 11971-0959 'Q �yC4UNTY,�1c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Gina Georgiou Address: 2800 Youngs Ave City: Southold St: NY Zip: 11971 Building Permit#: 37714 Section: 63 Block: 2 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: as built DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 10 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 7 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliancesdw Dryer Recpt Emergency Fixture Time Clocks Disconnect F1 Switches 10 Twist Lock Exit Fixtures TVSS Other Equipment: kitchen addition, 1-paddle fan, 2-wall ovens Notes: Inspector Signature: Date: Aug 21 2014 81-Cert Electrical Compliance Form.xls ��O,F SO(/Tyo Town Hall Annex Telephone(631).76 5. 190 2 54375 Main Road Pax(630765-95-02 P.O.Box 1179 co Southold,New York 11971-0959 -- cou , BUILDING DEPARTMENT III 11 AUG 1 9 -2014 TOWN OF SOUTHOLD .CERTIFICATION Date: Building Permit No. Owner: /V 14 >:-O e67 (U U. (Please print) Plumber: (Please.print) I certify that the solder used in.the water supply system contains less.than 2110 of I% lead. ( bers Siguaure) . : Swom to before me this day of 20 ANNAAW�1�lIaA �No��1���At Notary Public, SL/050L4,' County pF SOUjyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION /FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: /w l L DATE ` f-� INSPECTOR lye TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ J FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [' J INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (RO GH) [ J ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR TOWN OF SOUT110LD BUILDING DEPT. 765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PL66. [ FOUNDATION 2ND [ ] INSULATION [ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ J ELEC7RIi (FINAL) REMARKS: DATE INSPECTOR '� o��OF SOUryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ ] INSULATION ] FRAMING /S APPING [ ] FINAL [ ] FIREPLACE HIMNEY [ ] FIRE SAFETY INSPECTION [ ) FIRE RESISTANT CONSTRUCTION [ ) FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Al DATE It3 INSPECTOR l � �o�►�Of SOl/1�,06 �ipin�ry`� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ION 2ND [ ] INSULATION [ FO ATFRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ) FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: vV + DATE INSPECTOR -5771 f pf SOUTyO p N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ;ROUG"LBG. FOUNDATION 2ND [ ULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ) FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ) ELECTRICAL (FI L) REMARKS: DATE l-� INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION I ST ] ROUGH LUMBING FOUNDATION 2ND I LATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING ZX REMARKS: DATE INSPECTOR OF SOUjyOlo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �O��OF SOUryo� o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) TtK ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Zf INSPECTOR 1; 1 ter:}�;.ay p o :� • • � • 1 I( Al� AF OF, �-:,A INSULATION � STATE ENERGY CODE � w / / •� COMMNTS o TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. ?7/ Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined 20/?i Single&Separate Storm-Water Assessment Form Contact: Approved 20,1!ot— Mail to: L„Lxce Disapproved a/c Phone: 7—C72'—da l Expiration 20/1 t' Building Inspector APPLICA' ION FOR BUILDINU PERMIT Date , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas. and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 7 (Signature of applic or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (AY on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of Corprate offic, r) Builders License No. n �e,� r►,,►�,�' Plumbers License No. Electricians License No. ' Other Trade's License No. lToiam8 .V .J3I14A+I 1. Location of land on which pro sed work will b one: House Number Street Hamlet County Tax Map No. 1000 Section 6 Block 0(� _ Lot C2 Subdivision Filed Map No. Lot 2. State existing use and occupancy of pre ise%, d i ten ed use and occupaAcy of proposed construction: a. Existing use and occupancy r p, 1J 6 b. Intended use and occupancy 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost-36 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: FrontRear `l S, Depth C Height N Number of Stories R Dimensions of sa a structure with alterations or additions: Front �S 6 Rear �S 6 Depth 3� Height Number of Stories t 8. Dimensions of entire new construction: Front kear Depth Height Number of Stories 9. Size of lot: Front b Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P 4 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_j)�_Will excess fill be removed from premises? YES NOy—Na� 1'`L� 14. Names of Owner of premises I GQ % Address Phone No. 3% ­'24 r1 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS 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 restrictions with respect to this property? * YES NO_X1 * IF YES, PROVIDE A COPY. STATE OF NEW YORK) S: COUNTY OF S o Q � being duly sworn, deposes and says that(s)he is the applicant (Name of individuM signing contract)above named, (S)He is the &4j (Contractor Agent, orporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. DANIEL V. BRA rn Sworn to before me this Notary P:tl'iio. S'.Ite of 11e'w Yn•k T day of 20 'aZ No. OIBf' 19F'k16 `, .;�� '+t County r Commission Lxpires y 28, V201ff- L"' Z-,"- Notary'-Pubfi'c Signature of A plicant ,37 ��� °� � Town of Southold - Chapter 236 - Stormwater Management g 1 , SWPPP - Storm Water Pollution Prevention Plan Assessment Form GFNLRAT. INFORMATION: (All Requested Information is Required for a Complete Application) APPU NAME: /°� ant-Co tlgant-Contractor or Other(Circle One) Property OWNER:(1f Different then Applicant) uI U L,/C VD Address: V Address: T rre:k Fax# i Pt1O Telephone# Fax 8 E-Mail: C E-Mail: I Property Address: BriefI Description of Construction Activity,Proposed Structural BMPs,Soil S.C.T.M.M. 1000 Stabalization BMPs,Project Scope and/or Sequence of Construction Activity Dlshict aWion ebek Let (l'r° Mddionel Pages as Needed) Name of Contractor and/or Contact Person Responsible for Implementation of SWPPP: —T_ Address: ——— �---_-- Telephone Fax E-Mail: _ i Name of Persons Responsible for Installation 8 Maintenance of Erosion Control Practice: '- _ ------------ -- --------- —.-_.,-----_ Address: ------------------------------------- Telephone#: Fax#: I E-Mail: Trial Area of Ali Total Area of Land Clearing Project Parcels: andlor Ground Disturbance: (S.F.rAoec) (&F (S f./Aaes) Project Duration: start End (Anticipated) Date: Date: (Numeer Will this Project Disturbe five(5)or More Acres at 0 Any One Time During the Proposed Development? Yes No -- --- - --------- - ------•---__.____.___.___,_ If YES:Please Answer the Followingt a. Does the Applicant have a Qualified Inspector On 0 Q Staff To Conduct the Required Inspections? Yes No L� List the NAMES or description of all Potentially Impacted Waterbodies and/or Wetlands: b. Does the SWPPP Indicate How Frequently the Site Inspections will Occur and for What Period of Time? Yes No c. Does the SWPPP Adequately identify All Temporary Q U ---- ---- -------- ._ _..._._.... -- - --- and/or Permanent Soil Stabalizaffort Measures? Yes No -------- I d. Does the SWPPP Adequately Identify a Complete Project Phasing Plan? Yes No Status of impacted Waterbody leg.TMOL,303(d)Listed,Impaired..) e. Does the SWPPP indicate Additional Site Specific i Practices that Will be Utilized to Protect Water Quality? Yes No 1 I. Has the Applicant Submitted a Completed DEC Notice Type of Impacted Waterbody(eq.Lake,Creek Bay,Pond,Sound,Freshwater Wetland_) Of Intent and SWPPP Acceptance Form for Review [� Q by the Town of Southold? Yes No STATE OF NF.W YORK, COUNTYOF...........................................SS That I.................................................................................being duly sworn,deposes and says that lie/she is the applicant for Permit, {Name of individual signing DowmenQ i . And that he/she is the nee, ontr a......gen,Corporate.................................:....................:....................... ;. I (Owner,Contractor,Agent,Corporate OfOcer,eta) Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to I I make and file this application;that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed herewith. Sworn to before me this; i -._.--•---........day of.............................................20..... -� NotaryPublic: ........................................................ .-.--.� � ................................. ....... ................................. i (Signature of &cant) SWPPP Assessment FORM: 03-12 I I' q��pf SO�ryD Town Hall 1#nnex Telephone(631)765-1842 is 54375 Main Road P.O.Box 1179 G Q =9 LE. so tll0lq.nV.US Southold,NY 11971-0959 cOUM'1,m� BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: ;.. Name: License No.: Address: ' Phone No.: I JOBSITE INFORMATION: (*Indicates required information) *Name: G l iU A CEO R C (OL, *Address: ocb0 VCUW G S d nI l �l *Cross Street: *Phone No.: Ct / /3 _ T Vo I Permit No.: j Tax-Map District: 1000 Section: (off -6. 00 Block: 0 a -OCA Lot: pop *BRIEF DESCRIPTION OF WORK(Please Print Clearly) —mew I (Please Circle All That Apply) *Is job ready for inspection: QYES�S / NO Rough In Final *Do you need a Temp Certificate: YES/ NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form r, � f OWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET (( , VILLAGE DIST. SUB. LOT `4 a j FORMER OWNER 4 N E ACR. . 3�'A 0� �T S W TYPE OF BUILDING RES. /1 SEAS. VL. FARM COMM" CB. 0MICS. Mkt. Value LAND j IMP. TOTAL DATE REMARKS u o u /a /3 C7 11 C It r7oQ 3� oa �g oa Addm >� • j ---- _jD- 1-?0 5100 z Z , a 9 9 - �1 ' /9C�� - Gph 51' - ,4c e,y 6 s ���, e ��?�F>. 007 3Soo y5oo 3 4 z 71q ) - —v c/_Q . I1 -L 12 s-1 2eq tv S ks,'4p rd �/SSC AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Acre Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD / a o Lo 70 7o c, Meadowland DEPTH ��p House Plot BULKHEAD Total DOCK -rte- I ' , r _ - �'��:+ ����������■®®moo®®��®���si�®� Basement Fire Place , r• :Type Roof Rooms 1st Floor Driveway I *pF SOUTyQI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Southold,NY 11971-0959 �Q �yo�UNTY,� July 17, 2014 BUILDING DEPARTMENT TOWN OF SOUTHOLD Gina Georgiou 346 W 48th St New York, NY 10036 Re: 2800 Youngs Ave, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. 'nal Health Department Approval. (umbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 37714— Add iti ons/Alterations N SURVEY OF PROPERTY STOCKADE A T SO UTHOLD o �E. �-1 T0� o f so�j"°`'D a•o 5- �i�N=S T 0 WN OF SO UTHOLD ~ 15 .34 4.s a 39 5' SUFFOLK COUNTY, N. Y' 5 BN WANUK�� c.co2.•r� o 1000-63-02 -0 2 40"E �gYF- SCALE. 1 -30 o9NSj53 • ofrOCTOBER 2, 2012 c>. �„3&C FE00.2 O EI-39. MON• S O m4 7- 0 0.,39.5 1 C24.5 �y 50.0' 1SE t n C J COs N Q 1t ARAG, UNDER) Or Z f7 6.0 ,, 1 -.61' A *000 . 0 C7 DECK �0 CE. Z �s rn G 44.2! 10.2' 35• C ' 40.0 w Fy 41.2 n O m EL40•S MON OoRVEWAY ' 0.2!S O b 39.8 S77-5e 40~W E►`x"s9.r AN SFt. GIB A, 00A, olv 4 Ngo/ NG `M,p� pV.� pVV�� CPO CIO to I = MONUMENT O ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. rE _ The location of wells and cesspools shown hereon are VFjNj""- � MEL from field observations and or from data obtained from others. �` A HulYsN0. 49618 ANY ALTERATION OR ADDlT70N TO THIS SURVEY IS A V70LATION ECONIC SU OF SECAON 72090E THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA77ONS (631) 765-5 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.0. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR AREA= 15,000 SQ. FT. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. 00—�2l� SOUTHOLD, N. Y. 11971 �7 '7 N SURVEY OF PROPERTY STOCKA� A T SO UTHOLD FE,COR. O of souTM01-D 0. OA-%- o TOWN OF SO UTHOLD C' To 150•34 4.8 E`39 5 n SUFFOLK CO UNT Y, N. Y. 1 » C{PdNU%v � 27/ a �. N D 1000-63-02-02 Q �E. N77-58.40E SToa �''� 5.3.1 o SCALE. 1'--30' 0,7'E. 1 o OCTOBER 2, 2012 �3g 6• °9�" „� z FEBRUARY 5, 2013 (FOUNDA 77ON L OCA 770N) • o 0. a-39.5 FE.0.2 W e COP4C'0 1 n MON.0.7•E 0.5N. a' IT1 0.45 �'L � zN � p-.39.1 O EL-39.5! 24.5 Irk N v C COs .j\`?) � 1 GARAGE NDER 1 O n � �.0 o _ wood p 1• 40.1. 10. N ��'m .O FEB �g N N rn 2 D 45 lO FE2 7 20D o � l d s °' .p Z ��d •Ar.d f.1144.2 10.2• ��FE.5.1•E G N P. 16.4• 35.E 4 40.0 GRED w X41.2 BL PG. DEPT, 40.3• OdN EL-40.3 MON TO'fl1i Of S0LITHOI.D O ().2!S �o DRIVE"'? 15p.34, � O b -01 40"W a:39.�• a.39.6• s GRA�AN sR. TMpMAS WAR CPO "V PU8Uc ■ MONUMENT O ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. I am familiar with the STANDARDS FOR APPROVAL i . AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the ti ai�k; permit to construct. The location of wells and cesspools shown hereon are AVElq" from field observations and or from data obtained from others. VMMEL y ��'�' H(J JYI r NO. 49618 ANY ALTERATION OR ADDI7ION TO THIS SURVEY IS A VIOLATION CONIC SWLOKORS, P.C. OF SECTION 72090E 7HE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 77-IE SURVEYOR AREA= 15,000 SO. FT. 1230 TRAVELER STREET oo-22A WHOSE SIGNATURE APPEARS HEREON. SOU THOLD, N. Y. 11971 `t -7 D E 15 0 , 3 _ _ _ ___._ .__ - M X EXISTING 2440 EXISTING 2440 N S H rq CASEMENT WINDOW CASEMENT WINDOW SITE PLAN N _- �_� _ SCALE 1/8' = 1'0" o C:) Z GEORGIOU RESIDENCE O G) 2800 YOUNGS AVENUE SOUTHOLD V) SCTM 1000 63 02 02 V) Ti AREA = 15,000 SF —15'-6' r3 ZONED R-80 EXISTING BEDROOM EXISTING BEDROOM o9P LOT IS NON-CONFORMING AND SUBJECT TO FOLLOWING SETBACKS 0280-124) N 3 UNCHANGED UNCHANGED �g FRONT 35' SIDE 10' BOTH SIDES 25' REAR 35' I z ~ C> LLI LOT COVERAGE 20% MAXIMUM / 15,000 X .20 = 3000 SF MAXIMUM Z "Ld Z Gj iA W IN THE AGRICULTURAL-CONSERVATION DISTRICT AND LOW-DENSITY RESIDENTIAL R-80, R-12-, R-200 w x< Ka W AND R-400 DISTRICTS, ACCESSORY BUILDINGS AND STRUCTURES AND STRUCTURES OR OTHER x¢ wco ACCESSORY USES SHALL BE LOCATED IN THE REQUIRED REAR YARD SUBJECT TO THE FDLL❑WING w a REQUIREMENTS• LOT SIZE 10,000-19,000 / MAXIMUM STRUCTURE HEIGHT 18' / MINIMUM SETBACK 5' O EXISTING HOUSE FOOTPRINT 879 SF M EXISTING FRONT LANDING 16.5 SF co 5 EXISTING CELLAR ENTRY 43 SF STAIR TO EXISTING ACCESSORY STRUCTURE FOOTPRINT 384 SF I BASEMENT EXISTING ACCESSORY STRUCTURE DECK 241 SF EXISTING SHEDS APPROXIMATELY 180 SF TOTAL EXISTING LOT COVERAGE = 1744 SF PROPOSED ONE STORY ADDITION = 365 SF C) 4+-0a PROPOSED DECK = 168 SF EXISTING FULL BATH PROPOSED SIDE LANDING = 18 SF W UNCHANGED J0 2295 2295 SF TOTAL EXISTING / PROPOSED LOT COVERAGE MC3 o O LO C3 EXISTING / PROPOSED LOT COVERAGE = 15.3% C zQ rF \ Z 1 - PROPOSED ONE STORY 365 SF ADDITION W� EXISTING C CD EXISTING ONE CLOSET O STORY HOUSE - 2 - PROPOSED 168 SF DECK 879 F FOOTPRINT 3 - PROPOSED 18 SF COVERED LANDING EXISTING CONDITIONS MAIN HOUSE FIRST 4 - REMOVE EXISTING MASONRY LANDING AND STEPS FLOOR WITH CHANGES NOTED (DEMOLITION O r6+-0-a� 5 - REMOVE EXISTING MASONRY STEPS AND RE—C❑NSTRUCTI❑ND 6 - EXISTING EXTERIOR COVERED ENTRY TO BECOME LIVING SPACE O 3 D 12�-0a� I EXISTING HOUSE IS 879 SF �A 4 7 - EXISTING OPEN EXTERIOR BASEMENT ENTRY -�-- --- 0 E cu ca 1 - EXISTING HOSE BIB cu 3 a i C I B - PROPOSED SECOND FLOOR EXTERIOR LANDING / Q EXISTING LIVING O9 p7� AND STAIRS (VERIFY ALL DIMENSIONS) / 2 - VENT z W ® AREA ZW 35+—pa p'-10N y �w yx MW Z FRONT SETBACK C) 3 - VENT W v w� C I 10/-6" 2 I Cil 4 - VENT F1_1 Id- � C:) r+ � j I 5 - ELECTRIC / AC LINES �, EXISTING DECK un cu I 1 N 6 - AC UNIT O 241 SF Y � Co ZD IU 7 - EXISTING KITCHEN APPLIANCES / PLUMBING EXISTING EXISTING W FIXTURES / CABINETS / COUNTERTOP / TILE FLOOR TO 3 REFRIG. RANGE '-9p C) BE REMOVED AND SPACE TURNED INT❑ A BEDROOM a O 18,-pp I 8 - MOST OF THIS EXISTINIG EXTERI❑R SUPPORT WALL +_pa.--- TO BE REMOVED - NEW HEADER TO BE INSTALLED IN i4 L� *Z 4 8 PL-ACE OF THE WALL - BOTH EXISTING DOUBLE z W / 7 - 1-10u I CASEMENT AND CASEMENT WINDOWS TO BE MOVED TO A ZZ C-� �` $ �_ H� EXISTING KITCHEN �W 3 l� EXISTING TWO 1/2" NEW LOCATION 17N PR❑P❑SE:D ADDITI❑N x ¢ �\ WW CD 6 17 STORY ACCESSORY w l�+ 9 - THESE EXISTING WINDOWS TO REMOVED, STRUCTURE WITH RE-LOCATED AND REPLACED WITH NEW 8068 SLIDER GARAGE BELOW 10 - EXISTING COVERED LANDING TO BECOME PART OF 15 15 X14,-4u 7'-8N 384 SF NEW BEDROOMS CLOSET 16'-6� 11 - EXISTING PANTRY T❑ BECOME NEW BEEXISTING WIN EXISTING 28G8 BEDROOMS CASEMENT WINDOW nr;IdFa CLOSET EXISTING EXISTING PANTRY 12 - REMOVE AND SEAL UP THIS WINDOW OPENING COVERED CD 11 CD C-) _ ..-- GN 13 - EXISTING CONCRETE BLOCK STEPS TO BE REMOVED 1 EXISTING� �i7210 CASEMENT WINDOW CD C4 V) 1 C� O �� 4 14 - REMOVE THIS EXISTING WINDOW AND ITS HEADER - a. 102 I� d o I �� ' _ WINDOW T❑ BE MOVED T❑ INEW LOCATION - PART OF N ., , :� � 5 8 4 0 _- - WINDOW OPENING TO BECOME NEW WALL AND PART TO PLUMBER CERTIFICATION O S CI BE NEW FULL OPENING DATE'��" OB P• 4, 077/k ON LEAD CONTENT SEFC:?E - - � _ CERTIFICATE OF OC(S'UPA;,1^ �\�` 15 - REMOVE EXISTING EXTERIOR DOOR AND EXISTING r n �Y FEE:-Y22, :.,`r __-JM1 _ PANTRY DOOR - NEW CLOSET DOORS TO NEW BEDROOM -� , �" 1 h;��, ! CLOSETS WILL BE PLACED AT PART OR THRU THESE NOTIFY BUILD'f,4G [-',f ,,^,1 r r A. SOLDER U�cG ;l J .f.TER OPENING - IF EACH OPENING HAS A SEPARATE HEADER, 765-1802 8 ,ati1 i G ^ P :1 FC)R 1 HL SUPPLY SYS T EI',/, C "<;fIOT �, t IT NEEDS TO BE REMOVED AND REPLACED WITH NEW FOLLOWING li`�._�PFCTICi'S: EXCEED 2/10 OF 1%c LEAD. W HEADERS OVER THE NEW CIL❑SET DOORS - IF THERE IS 1. FOUNDATION - T`.� % ! __ i ED AN EXISTING HEADER FOR THE ENTIRE EXISTING SHED FOR POURED CONCRETE ROOF THEN IT CAN BE USED AND NO NEW HEADER IS 2. ROUGH-FRAMING,PLUMBING, NEEDED STRAPPING, ELECTRICAL&CAULKING PLUMBING • 3, INSULATION 4, FINAL-CONSTRUCTION &ELECTRICAL ALL PLUMBING WASTE MUST BE COMPLETE FOR C.O. & NATER LINES NEED ALL CONSTRUCTION SHALL MEET THE TESTING BEFORE COVERING REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. UNAUTHOR=ALT ON OR ADDITION TO THIS PLAN IS A VIOLATION OF DRAWNK'FL� RUHS RETAIN STORM WATER RUNOFi ciION 7208 OF THE NEW YORK STATE ARCHITECTURAL DESIGN PURSUANT TO CHAPTER 236 EDUCATION LAW. 631 728 5327 COPIES OF THIS PLAN NOT BEARING M* SCALE 1/4' = 1'0' OF THE TOWN CODE. PROFESSIONAL ENGINEERS INKED SEAi OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. ELECTRICAL - NAILING SHEDULE 3' THIRU ROOF 3, ,THRU ROOF r NOTE SHEATHING MUST BE NAILED TO TOP PLATE g c; EXTERIOR WALL SHEATHING - 16' O.C. - 7/16' FIR COX PLYWOOD 4' EGE ZONE (ANY WALL WITHIN 4' OF CORNER_ 8D GALVANIZED COMMON `4l °Ei' = 0$81 NAILS EVERY 12' O.C. EACH STUD �FE$sIQNp``' ROOF SHEATHING - SEE NAILING ZONE FOR ROOF SHEATHING DIAGRAM ZONE 1 ZONE 2 ZONE 3 ZONE 4 _ i PROPOSED ONE STORY FIELD a• D.C. 12• a.c. 31 O.C. 41 O.C. +_ r ADDITION TO SINGLE FAMILY NEW YORK STATE CODE REQUIREMENTS FOR C❑NTINU❑US LOAD PATH STRAPPING — F❑UNDATI❑N TO ROOF — UP TO AND INCLUDING 120 MPH WIND ZONES PANEL EDGES 4. O.C. 61 D.C, 3. O.C. 3. O.C. RESIDENTIAL HOUSE - PROP❑SED DECK AND ENTRY MAIN HOUSE ACCESSORY LANDING In the case of roof rafters sltth8 on STRUCTURE Sir�psan .op of double top plates above header LST use Simpson MTS16 to connect CHANGES TO INTERIOR OF AS 0 lOd 2x4 or 2x6 Wall Stud 2• header/double top plate/roof rafters 2x4 or 2x6 Watt Stud 3 - 3 ACCESSORY STRUCTURE 2' - AS BUILT DECK double top plate Simpson CS-16 - cut at 24' e x 20 8d - 2-1/2' galvanized ? iu GE❑RGI❑U RESIDENCE Simpsonnalls - at every stud : rn 2 2800 YOUNGS AVENUE LSTA21 :e lQ.,• _•.. .. . .. ... ... z SOUTH❑LD NY 16 10d 2-2x10 header ;•m A= Simpson LSTA21 Simpson Floor Joist e w iu DRAWING TITLES Si p imp FIRST FLOOR Y FIRST FLOOR MAIN HOUSE EXISTING IST L 2x6 acq silt plate FREE AIR FREE AIR 3• FLOOR PLAN 16' o.c. Slnpson LTPS ITE PLAN Window Sill Plate 5/8' x 12• anchor bolts every 3' o,c., 2 - Simpson H2 0 0 INTAKE INTAKE 2' S ,jack stud ♦ No more than Y from an corner or 16 O.C.y Every Stud Cathedral ceilings require end of 2x6 acq sAl plate - use 3' square slopeeble hangers 3 3 ®CONSTRUCTION bearing plate under nut Foundation Each Connector Simpson LSSU210 - 10 - 10d on face ®PERMIT 5 8d Into stud 7 - 10d x 1-1/2 on rafter 4 - H4 of double g Stud Foundation 5 6d Into rafter D❑ NOT SCALE THIS kin Recommended - Place LTPA and PRINT - USE FIGURED 4 Bd each connector strapping over sheathing Cross Section End View Nailing Zones for Roof Sheathing in 120 MPH Wind Zone T❑ NEW DIMENSI❑NS ONLY at stud /at plate 2 - H4 at studs bottom plate At Roof Ridge - roof rafter/roof ridge/roof rafter 4 ed each connector 4' CASTE IRON SCHD 4' CASTE IRON at stud/at plate One of the links In the critical fond path CS-16 connector every rafter - 8 8d galvanized nails each HOUSE TRAP APPROVED HOUSE TRAP Wall Studs to Rafter Connection connector One of the links In the critical fond path SANITARY SHEET NUMBER - Foundation with floor ,joists - Wall Studs to ACQ Slit Plate One of the links In the critical bond path SYSTEM FILE NUMBER GG121520111 Studs and Headers Around Wall Openings PLUMBING RISER DIAGRAM - N❑ SCALE DATE - 12/15/2011 EXISTING 2440 EXISTING 2440 CASEMENT WINDOW CASEMENT WINDOW 1-1 3 v z EXISTING BEDROOM EXISTING BEDROOM o a a UNCHANGED UNCHANGED *i N., N z z L3 w�i W M w F w ow V) xa X CC w U W L) CRAWLSPACE FOUNDATION PLAN OF PROPOSED ONE STORY ADDITION STRUCTURE NOTE IF IT IS DECIDED THAT A FULL BASEMENT IS DESIRED INSTEAD OF THE PLANNED FOR CRAWLSPACE - THEN FOUNDATION HEIGHT IS ESTIMATED AT 7'4' STAIR TO MAXIMUM, TOP OF PROPOSED FOOTING WOULD BE AT THE SAME ELEVATION AS THE ESTIMATED BOTTOM OF BASEMENT EXISTING FOOTINGS (CHANGE IN NOTE 5 WITH ALL ELSE BEING THE SAME) AND NOTE 18 WOULD BE A 6'8' X 2'0' EXISTING BLOCK OPENING FOUNDATION 13 12 1 - 2X8 FLOOR JOISTS AT 16' O.C. - MATCH SUBFLOOR IN EXISTING HOUSE - R-19 KRAFT-FACED FIBERGLASS EXISTING FULL BATH INSULATION PROPOSED C 8 CRAWLSPACE 2 - TWO 11-7/8' LVL GIRDER FOUNDATION I I o'-s• ADDITION AND CHANGES T❑ M J o o I UNCHANGED 3 - 3-1/2' STEEL LALLY COLUMNS ON 2' X 2' X 1' o I I MAIN HOUSE FIRST FLOOR o WQzo DEEP 3500 PSI POURED CONCRETE PADS - REINFORCE 11 — I I PADS WITH THREE HORIZONTAL #5 REBAR - COLUMN m a x FLANGES TO BE WIDE ENOUGH TO SUPPORT TWO 11-7/8' GIRDER - USE GALVANIZED 5/16 X 2-1/2' LAG SCREWS I I I PROP❑SED 365 SQUARE FOOT ADDITI❑N N x I TO FASTEN TOP FLANGE TO NEW LVL - USE TAPCON OR 0'-6' I I PROPOSED 168 SQUARE FOOT DECK 10'_6• z I CLOSET 0 SIMILAR 1/4 X 1-3/4' CONCRETE SCREWS TO FASTEN BOTTOM FLANGE TO CONCRETE PAD - PRE-DRILL FOR ___ ____ —J I PR❑P❑SED 18 SQUARE FOOT COVERED CONCRETE SCREWS WITH 3/16' BIT r— I I I ENTRY LANDING © I 4 - NEW 2' THICK, 3500 PSI CONCRETE SLAB - I __ __ _______ _J SUGGEST FIBERMESH IN POUR - FILL IN BELOW SLAB r WITH COARSE SAND, DAMPEN AND MECHANICALLY TAMPER I I SUGGESTED FINISH FLOORS - PROPOSED �I DINING R❑❑M AND BEDR❑❑M #2 2-1/2' � o `� I Q 5 - ADDITION CRAWLSPACE FOUNDATION WALL - 3'10' I I Ll I T I I I OAK STRIP FLOORING OR GOOD GRADE °C ~ I I COMPOSITE LAMINATE FLOOR - KITCHEN Ii o x y lO HEIGHT X 8 THICK FOUNDATION WALL ON 8 X 16' I I O 2X6 ACQ DECK ' I I III TILE I " W o FOOTING - WALL AND THE FOOTINGS EACH TO HAVE TWO I O z0 7 HORIZONTAL #4 REBAR THROUGHOUT - ALL 3500 PSI I J .-� I JOISTS AT 12' O.C. © w a�111 POURED CONCRETE - PLACE 14' X 5/8' ANCHOR BOLTS I IO L_ z o I NEW DECK EVERY 3' O.C. AT 2-3/4' IN FROM OUTSIDE EDGE OF Q I I III 1 - EXISTING HOSE BIB TO MOVED OR 1 EDGE OF FLAT CEILING CONCRETE WALL - ANCHOR BOLTS TO BE NO MORE THAN I I x ® , —� EXISTING LIVING 12' FROM ANY CORNER OR END OF SINGLE 2X6 ACQ SILL O a F I I EXTENDED I AREA 2 O I PROPOSED PLATE - COPPER TERMITE SHIELD AND SILL SEALERI I W13 TOP OF ADDITION FOUNDATION IS SAME ELEVATION AS I Z � 2 - VENT TO BE MOVED DINING TOP OF EXISTING HOUSE FOUNDATION I ® , SLOPED THEN FLA1T 3 - VENT TO BE MOVED OR EXTENDED I 9'11' FLAT CEILING W I EXISTING CEILING { , 6 - 8' DIAMETER X 3'2' LENGTH 3500 POURED CONCRETE ,_ ,_ I o PIER - BOTTOM MUST BE MINIMUM 3' BELOW GRADE - I � BEAMS PLACE 1/2' ANCHOR BOLT IN TOP CENTER - USEI EXISTING 2X8 FLOOR I I 4 - NEW 8068 SLIDING GLASS DOOR -� SIMPSON ABE44 POST BASE TO CONNECT PIER TO 4X4 14 O 3 ACQ POST - SECURE AS SHOWN, AT EACH POST, THE o Q CDcu TWO 2X8 ACQ HORIZONTAL GIRDER TO THE TOP OF THE I 1155 I - - $ - - ttt!!! JOISTS AT 16' D.C. I 5 - NEW FLUSH THREE 11-7/8' LVL o �-i•� W w I 1 POSTS WITH TWO 1/2' GALVANIZED CARRAIGE BOLTS - o I O FASTEN EACH DECK JOIST TO ONE OF THE 2X8 ACQ I WOOD POST ❑N ONE SIDE ANDRTHREES2X6 z ~ GIRDERS WITH SIMPSON Z-MAX H2.5 HURRICANE TIES i' ]OVERHANG 7 - LANDING OR REAR DECK - 2X6 ACQ JOISTS AT 12' I I SOLID WOOD POST ON THE OTHER SIDE - i w 3' X 4' ISLAND I C O O.C. - ATTACH EACH JOIST WITH SIMPSON Z-MAX HANGER I I SOLID WOOD BLOCK BELOW POSTS TO TOP ce PROPOSED I o m TO 2X6 ACQ LEDGER BOARD SECURED TO HOUSE - PLACE I o OF FOUNDATION I KITCHEN 11 wao NEW BEDROOM oe I WIDE STRIP OF ICE AND WATER SHIELD BETWEEN ACQ I O . SLOPED THEN FLAT I w a LEDGER AND HOUSE WRAP - FASTEN LEDGER BOARD TO I I�5 C3 BOXEND WITH 1/2' HDG CARRAIGE BOLTS OR IF INTO THE 1 _j 4 18 6 - TWO FLUSH 7-1/2 LVL HEADER - 9'11 FLAT CEILING za I FLAT B' CEILING I m if I cu EXISTING SILL PLATE USE 3/8' X 4' GALVANIZED LAG I Q �0 CONNECT TO TRIPLE 11-7/8' HEADER WITH — c a SCREWS, STAGGERED TOP THEN BOTTOM AT 16' O.C. - Ics O 00 ¢ EDGE OF FLAT CEILING I I I CD oo PLACE 4 WASHERS BETWEEN LEDGER BOARD AND I I� x rn SIMPSON GLTV3.511 TOP MOUNT CONNECTOR RH I I oo EXISTING CEILING �z SHEATHING - PLACE SILICONE CAULKING IN BOLT HOLES I I a ti I 13 13 o �of BEAMS w BEFORE PUSHING BOLTS THROUGH - FASTEN EACH JOIST 3 7 - FULL SIZE BED SHOWN (DASHED I I o ¢ m IM L J w v TO ONE OF 2-2X8 ACQ GIRDER WITH SIMPSON 2.5 Z-MAX I I Z TIES - USE 5/4X6 DECKING OF OWNERS CHOICE - TOP 14 LINES) I O O w � a 4'-10 1/2' -� OF DECKING IS 2-3/4' BELOW TOP OF SUBFLOOR I I _ ^ _ _ 17 05 EXISTING BASEMENT EXISTING BASEMENT 8 - TWO GROUND CONTACT 6X6 ACO SLEEPERS TO I L_ — — — ——-J —— ———�•�——— 13 WINDOW 8 - 10' LENGTH 2X6 WALL WHERE 2X4 - I I DW z Ofd w I � 2� IF:o c� SUPPORT 2X10 AXQ STRINGERS - TWO STRINGERS AT I — OUTSIDE ENTRANCE EXTERIOR WALL WAS - THREE 2X6 S❑LID - - — - DOOR 2068 NEW 2068 t\ ENTRY'EXISTING BASEMENT 1, EACH END AND ALSO 16' O.C. - 5/4X6 DECKING OF ` OWNERS CHOICE L-- .-- - -- - - ----- =- __—_�• 12 - -- - --- WOOD POST - SOLID WOOD BLOCK BELOW �-- i 1 EXI .ING 2440 w 9 - 8 X 16' PLASTIC VENT WITH SCREEN AND FLAP - T❑ T❑P ❑F FOUNDATION % 5 L'J O °-8 1/2' 3/4'-� CAS ENT WINDOW _ .I PLACE AT TOP OF FOUMDATION WALL �6'-6' I I EXTERI❑R a6 of EGR WINDOW x NEW NEW w r 10 9 - 2-2X10 DROPPED HEADER AT DOOR ENTRY ID "—WALKIN — — — — — K-IN CLOSET cu 10 -• CONVERTING EXISTING COVERED EXTERIOR ENTRY INTO LIVING SPACE - TEMPORARILY SUPPORT ROOF - ENTRY CLOSET - REMOVE BRICK, SLAB AND TOP COURSE OF BLOCK - 11'-3 1/4'--- MORTAR NEW 12' X 5/8' ANCHOR BOLTS INTO TOP OF -— I BLOCK AT 3' D.C. - LAY DOWN NEW ACQ SILL PLATE SO THAT NEW SILL PLATE TOP IS LEVEL WITH TOP OF EXISTING SILL PLATE (MAY NEED MORE THAN SINGLE 2X6 ACQ) - PLACE NEW 2X8 FLOOR JOISTS CONNECTING ONE END TO EXISTING BOXEND USING GALVANIZED HANGERS - MATCH EXISTING SUBFLOOR - SAME 2X4 FRAMED WALLS EXISTING UNCHANGED WALL 11 - REMOVE EXISTING POURED CONCRETE WITH BRICK FINISH LANDING AND STEP 12 - DRILL TWO 7/8' DIAMETER X 6' DEEP HOLES INTO NEW WALL EXISTING BLOCK FOUNDATION AT EACH PROPOSED TO EXISTING FOUNDATION INTERSECT - EPDXY OR MORTAR IN A 2' LENGTH OF #6 REBAR WHOSE END 3' ARE BENT 90 DEGREES 13 - EXISTING TEN BLOCK HEIGHT, 8' CONCRETE BLOCK FOUNDATION 14 - 8' X 16' WALL SUPPORT POURED CONCRETE PILASTER ON 8' DEEP X 24' X 12' FOOTING - LOWER TO BOTTOM OF POCKET HEIGHT 15 - POCKET FOR GIRDER - 4' WIDE X 4' DEEP X 10-1/2' DOWN - WRAP END OF GIRDER WITH GRACE ICE AND WATER SHIELD SELF ADHERING MEMBRANE - NO LVL RIC SYMBOLS TO CONCRETE CONTACT EXISTING FULL BATH ELECT 16 - 2X6 ACQ DECK JOISTS AT 12' O.C. UNAUTHORIZED ALTERATION OR ADDITION UNCHANGED RECESSED FIXTURES PROPOSED WINDOW AND EXTERIOR DOOR 17 - 14' X 5/8' ANCHOR BOLT LOCATIONS O FLAT CEILINGS - LIGHTOLIER #1005 TO THIS PLAN IS A VIOLATION OF WHITE TRIM / SLOPED CEILINGS - SCHEDULE SECTION 7208 OF TSF NEW YORK STATE I LIGHTDLIER COMMON SPHERE EDUCATION LAW. FROM EXISTING BASEMENT IN THIS AREA SLOPED CEILINGING WHITE TRIM / ORNAMENTAL SHUTTERS SARE TO COPIES OF THIS PLAN NOT BEARING THE 18 - CUT MINIMUM 16' X 16' ACCESS INTO CRAWLSPACE SHOWER - LIGHTDLIER #1126 FRESNEL AND I LENS - USE OF SIMILAR BE VERIFIED BY OWNER AND T❑ MATCH PROFESSIONAL ENGINEERS INKED SEAL EXISTING ALTERNATIVES EXISTING OR EMBOSSED SEAL SHALL NOT BE CLOSET TO BE APPROVED BY OWNERS Wl - NEW L❑(ATI❑N FOR EXISTING CONSIDERED TO BE A VALID TRUE COPY. 3-2040 CASEMENT WIND❑W UNIT EXTERIOR/INTERIOR LIGHT FIXTURES _ W2 - NEW LOCATION FOR EXISTING DRAWN BY KYLE RUHS EXTERIOR LIGHTS, SCONCES, 2-2440 CASEMENT WIND❑W UNIT ARCHITECTURAL DESIGN PROPER WINDOW / EXTERIOR DOOR PENDANTS, OTHER WALL MOUNTED 631 728 5327 m LIGHTS ARE TO BE SELECTED BY W3 - NEW L❑(ATI❑N FOR EXISTING SCALE 1/4' = 1'0' FLASHING I J OWNERS 2440 CASEMENT WINDOW UNIT SD SMOKE DETECTORS CUT AN 'X' IN THE HOUSE WRAP AND STAPLE I � W4 - ANDERSON 400 SERIES CASEMENT ��E of AFTER COVERING WINDOW WITH HOUSE WRAP, _EW THE RESULTING TABS INTO THE OPENING PRIOR I R. NEW DECK BATH FAN CW235 - 4'9' X 3'5-3/8' RO - WHITE TO INSTALLING THE WINDOW OR DOOR - CUT EDGE OF FLAT CEILING C HOUSE WRAP AT TOP ONLY AT ROUGH OPENING EXISTING LIVING - SCREEN - N❑ GRILL - i UNIT AREA TELEPHONE JACK 12 SF LIGHT / 11 SF VENT t� AND FOLD UP (3') AND STAPLE OUT OF THE I D WAY - MAKE A PAN FLASHING FOR THE WINDOW PROPOSED ]DINING SILLS BY PLACING A PIECE OF 3' WIDE BEVEL SLOPED THEEN FLATR w W5 - ANDERSON 400 SERIES CASEMENT 9'11' FLAT CEILING SIDING ON THE INSIDE EDGE OF WINDOW SILL \ / 1 I TELEVISION JACK ,4-7/8 X CW135 RIGHT HINGED - 2 � (OVER THE HOUSE WRAP THAT HAS BEEN I 3'5-3/B' R❑ - WHITE - SCREEN - NO , FOLDED IN) - USE TYPAR OR SIMILAR SELF / S4 4-WAY SWITCH yJ' ADHERING FLASHING TAPE TO WRAP THE SILL - / I GRILL - 1 UNITS 0 7p8 (� PLACE TAPE TIGHT TO THE INSIDE AND RUN IT FIRST FLOOR❑❑R ADDITI❑N 5.5 SF LIGHT / 5.5 SF VENT AROF / �/ W S 3 3-WAY SWITCH 10' UP EACH TRIMMER STUD AT WINDOW ROUGH PROPOSEDD1 - THERMATRU FIBERGLASS ENTRY PROPOSED ❑ ❑RY OPENING - FOR DOORS, LEAD COATED COPPER ELECTRIC PLAN — 365 SF / ® SMOOTH STAR S2000 3068 FULL GLAZE ADDITION TO SINGLE FAMILY PANS SHOULD BE FABRICATED OR USE PRODUCT SUCH AS DOW WEATHERMATE SILL PAN - CAULK THE TOP AND SIDES OF THE ROUGH OPENING I � D - INSWING LH - R❑ 3 -1/2' X RESIDENTIAL HOUSE - WITH SILICONE CAULK THAT HAS A C-920 HEAT, AC AND DOMESTIC HOT WATER TO BE SUPPLIED BY i $ SIMPLE SWITCH 82-1/2' - 1 UNIT PROPOSED DECK AND ENTRY RATING FROM ASTM - CAULKING TO BEA LANDING EXISTING APPLIANCES i� \ SD / SSP SPEED CONTROL SWITCH D2 - THERMATRU PATIO DOOR WHITE CONTINUOUS UNBROKEN BEAD THAT WILL SEAL 3' X 4' ISLAND PVISLF40RS-PLOIENW - LEFT HAND CHANGES TO INTERIOR OF AS THE WINDOW FLANGE - NAIL VINYL OR SLIDER - ONE LITE - LOW-E - R❑ 96' BUILT ACCESSORY STRUCTURE ALUMINUM DRIP CAP ABOVE WINDOW oR DOOR - 1 - ELECTRIC OUTLET FOR REFRIGERAT❑R NOT SHOWN II CENTER, LEVEL, PLUMB, SQUARE AND NAIL OFF II SIMPLE OUTLET / SURFACE MOUNTED WINDOW FLANGE WITH , SQUARE GALVANIZED EDGE OF FLAT CEILING \ (n/SD ,I..� b 0 X 80' WITH SCREEN - N❑ GRILL - 1 - AS BUILT DECK ROOFING NAILS - RUN SELF ADHERING 2 - ELECTRIC FOR RANGE (CHECK EXISTING UNIT FOR a O NEW BEDROOM (� UNIT - CENTER IN ROOM - NEW HEADER �" PROPOSED KITCHEN I I FLAT 8' CEILING WATERPROOF OUTLET GE❑RGI❑U RESIDENCE FLASHING TAPE DOWN THE SIDES OF THE POWER REQUIREMENTS) - POWER FOR MICROWAVE WITH I \ W D3 - IN ACCESSORY STRUCTURE FOR 2800 YOUNGS AVENUE WINDOW DR DOOR OVER FLANGE AND EXTENDING EXTERIOR VENT I SLOPED THEN FLAT 5' PAST THE TOP AND BOTTOM FLANGES - 9111 FLAT CEILING �G GFI OUTLET � � � AS � ADDITIONAL FIRE EGRESS - THERMATRU SOUTH❑LD NY PLACE SELF ADHERING FLASHING TAPE OVER FIBERGLASS ENTRY SMOOTH STAR S2000 THE TOP FLANGE EXTENDING PAST THE TAPE 3 - ELECTRIC OUTLET OR LEAD F❑R DISHWASHER I FAN 2066 FULL GLAZE DOOR - INSWING RH DRAWING TITLES PLACED ON THE SIDES BY 3' - FOLD DOWN Q@� I ET - R❑ 26-1/2' X 80-1/2' - ❑WNWER MAY MAIN H❑USE PROPOSED IST THE HOUSEWRAP ABOVE THE WINDOW 4 - THESE EXTERIOR LIGHT FIXTURES SHOULD BE — IFYI I DW / _ EXISTING BASEMENT WANT PROTECTIVE GRILL ON GLASS AS FL❑OR PLAN (TEMPORARILY STAPLED SELF ADHERNG FLASHINBACK BEORE ALONGNG M❑TI❑N DETECTOR TYPE - - P S S S \ ENTRY © UNIT FTEY PR❑CAUTION / VERFIY - 1 PROPOSED FOUNDATION PLAN THE BOTTOM OF THE FLAP AND AT THE /*2 CORNERS - LEAVE THE BOTTOM FLANGE TAPE 0WALK-IN ALK-IN FREE - AFTER INSTALLING WINDOW, THE SPACE CLO ET LC OSET ® RMIT TION BETWEEN THE WINDOW AND ITS ROUGH OPENING EXTERIOR W ® ®PERMIT SHOULD BE COMPLETELY SEALED FROM THE COVERED IF SKYLIGHTS ARE PLACED IN KITCHEN LSUGGEST VELUX VS - M04 - 2010 / DO NOT SCALE THIS INSIDE BY FILLING THE GAP WITH LOW ENTRY EXPANDING SPRAY FOAM - --_-- __- - -- ROUGH OPENING 30-1/16' WIDE X PRINT - USE FIGURED - - -- 37-7/8' HEIGHT - MANUAL VENTING / DIMENSI❑NS ONLY IF SNOW LOAD ALUMINUM - CENTER IN SLOPED CEILING / CENTER BOTH OFF SHEET NUMBER A-2 OF KITCHEN SINK FILE NUMBER GG121520112 DATE - 12/15/2011 _ �--20'-10" '•F-3'-7•—�{ PROPOSED EXTF_RI❑R LANDING AND STAIRS FOR EXISTING ACCESSORY STRUCTURE EXISTING ACCESSORY STRUCTURE FLOOR PLANS 1 - 10' DIAMETER POURED CONCRETE PIER - BOTTOM 3' BELOW GRADE - 3500 PSI CONCRETE - 5/8 X 12' AND PROPOSED E X T E R I❑R LANDING AND STAIRS ANCHOR DOLT IN CENTER TOP FOR SIMPSON Z-MAX ABU44 o CONNECTOR 2 - 4X4 ACQ POST - USE TWO (AT EACH CONNECTI❑N) 1/2' GALVANIZED CARRAIGE BOLTS TO CONNECT POSTS _ TO DOUBLE 2X8 LANDING BOXEND sh 3 - 2X8 ACQ LANDING JOISTS AT 16' O.C. - DOUBLE UP I I I I I I29 I 1 ,y AT ENDS - DOUBLE 2X8 ACQ BOXEND - CONNECT ALL L1 I I LANDING JOISTS TO BOXENDS WITH SIMPSON Z-MAX V I I I 2 I I i o HANGERS, INCLUDING DOUBLED UP END JOISTS (CUT WY �p I (u I SIMPSON Z-MAX HUCQ210-2-SDS) •- TO STIFFEN AND I I I I cu Z)w '' 5/4X4 DECKING REIINFORCE MOSTLY FREESTANDING STRUCTURE, USE 1 (4 A I-- 1 I I TIMBERLOK SCREWS TO FASTEN DOUBLED UP END I LANDING JOISTS TO EXISTING STRUCTURES SECOND I W w N A S BUILT DECK FLOOR BOXEND - USE SILICONE CAULKING TO SEAL L L _L _L L J_ 0-Q I- I 'I► I 1 I SCREWSTHESE AT SIDING - SPACE LANDING OFF OF 00 W SIDING 1/4 cu DECK ABOVE I I I 113 2X2 ACQ BALUSTERS X6 ACQ CAP / 2X4 ACQ RAILING / STAIRS - SAME RAILING AND POSTS - FIVE 2X12 — — ——— —— —— — — — — — — TWO 3068 INSWING DOORS 3068 DOOR I I (V ® A, STRINGERS - TWO AT EACH END WITH INSIDE PIECE CU FOR RISERS AND TREADS (9-1/2' TREAD / 8-1/8' W RISE (VERIFY)) - MIDDLE SRINGER ALSO CUT FOR 2620 BASEMENT 2620 BASEMENT CLOSET CLOSET CLOSET CLOSET' CLOSET CLOSET I I RISER AND TREADS - USE TWO 1/2' CARRAIGE BOLTS POURED CONCRETE WINDOW WINDOW — EAVE EAVE EAVE EAVE I \ 1 F- TO CON T ACQ POST TO DOUBLE STRINGERS AT EACH WALLS UTILITY ROOM - ! i i o 1 I 3T— RETAINING CONNECTIO DOMESTIC HOT AS BUILT FIRST FLOOR PLAN ❑F EXISTINGIR sa ACCESSORY STRUCTURE - SHOWN AS A WATER AND FURNACEcuD ` NON-COMMERCIAL WORKSHOP ON ORIGINAL c J HALL 113 BASEMENT PLAN OF PLANS - 384 SF OF FINISHED z © �L' �"3 7'10 FLAT CEILING I I o y CONDITIONED SPACE f o � HEIGHT O (`) p (u EXISTING ACCESSORY g y I �� m , �, C3 ❑ STRUCTURE o 1 - AS BUILT DECK 241 SQUAIRE FEET NU y a �o v A H 2 - BUILT-IN BENCH FULL BATH I 8' FLAT CEILING Z 2868 POCKET Z 3'-1 0 1 - CEILING NEEDS 5/8 Li H w WORKSHOP OR DOOR o \ TYPE X SHEETROCK o o F of w STUDY a 3 o O 3 - BUILT-IN END TABLE ,'�, o LIVING AREA �8s8'�Tt �n ¢OD 0 7'10 FLAT CEILING wwz w 3Lo INSTALLED � W o 1 4 - THIS RAILING NEEDS BALUSTERS WITH m 8' FLAT CEILING d 5 L)� HEIGHT AI ETN 1 ~Z 3 v(WiJ z = 2 - AS BUILT DECK - LESS THAN 4' SPACE BETWEEIN BALUSTER I� F W F- 7'10 FLAT CEILING o ((u U 3 ASSUMED GROUND CONTACT BELOW GROUND ¢ =z HEIGHT o ., ¢ EDGE T❑ EDGE 6X6 PRESSURE TREATED °` GARAGE AREA w �z f 5 POSTS ON ASSUMED 8' P.C. WALLS 5 - SHORT CLOSET D❑OR LEADING TO LOW x O CONCRETE PADS 3' BELOW CLOSET BELOW THE STAIRS ¢ 1'-0' 7'-11 1/2' 1/2' GRADE - POSTS SUPPORT a U TWO 2X10 PRESSURE 6 - BAR COUNTER AREA - BAIR SINK - OPEN SHELVES TREATED DROPPED GIRDERS SMALL REFRIGERATOR - BAR STINK - BASE LANDING EXISTI G AND WALL CABINETS - COUNTERTOP O GRADE 2620 BASEMENT 2620 BASEMENT EAVE EAVE EAVE WINDOW WINDOW (CLOSET CLOSET (- - - ------ - -- --- ------ 2440 2440 24'-0CASEMENT CASEMENT 24'-0' _I 2-4'-0' AS BUILT SECOND FLOOR PLAN OF EXISTING ACCESSORY STRUCTURE - SHOWN AS ATTIC STORAGE ON ORIGINAL PLANS - 244 SF OF FINISHED CONDITIONED SPACE RESIDEPNTIAL CODE OF NYS REQUIREMENTS INSULATION NOTES - ALSO SEE ENERGY RATING SPECIFICATIONS ENERGY RATING SPECIFICATIONSS GENERAL MECHANICAIL NOTES GENERAL NOTES 1 - DESIGN TEMPERATURE IHEATING = 0 TO 72 DEGREES F - 6000 EGRESS WINDOWS ARE NEEDED IN HABITABLE BASEMENTS 1 - FIRST FLOOR JOISTS - R-19 KRAFT FACED FIBERGLASS GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION OF INSULATION 1 - HEATING EQUIPMENT - ENERGY STAR QUALIFIED DEGREES DAYS COOLING = 89 TO 78 DEGREES F AND ALL BEDROOMS - THEY MUST HAVE AN OPENABLE APPLIANCE - GAS FURNACE 90 AFUE / GAS OR OIL BOILER 2 - EACH HEATED FLOOR 13R ZONE SHALL HAVE A THERMOSTAT CONSTRUCTION AND COMPLIANCEALL WITH THESE DRAWINGS - THE GENERAL _ _____ _____ __ _ ___ __ _ _ AREA OF 5.7 SQUARE FEET - ALL EGRESS WINDOWS 2 - ALL EXTERIOR WALLS - 5-1/2' OF R-19 KRAFT FACED 85 AFUE / ❑IL FURNACE 85 AFUE / 8.5 HSPF HEAT PUMP SETTING AT 45 TO 75 DEGREES CONTRACTOR MUST VERIFY ALL EXISTING CONDITIONS IN THE FIELD ___ ___ 3 - HEATING FURNACE (TO' BE CLASS 1) TO OPERATE AT A MINIMUM AND NOTIFY THE OWNER AND ENGINEER CIF PLANS ARE SEALED) OF r ___� _ ___ — — ——————— — , MUST BE MARKED ON THE PLANS - EGRESS WINDOWS FOR FIBERGLASS INSULATION / GAS DIRECT HOT WATER HOT WATER HEATER (RADIANT ANY PROBLEMS PRIOR TO START OF ANY WORK - THE CONTRACTOR IS r GRADE LEVEL MUST HAVE AN OPENABLE AREA OF 5.0 FLOOR HEAT) 85 AFUE MINIMUM EFFICIENCY OF 75 PERCENT RESPONSIBLE FOR ALL PERMITS AND LICENSES REQUIRED TO COMPLETE II I SQUARE FEET 3 - CEILING - R-40 KRAFT FACED FIBERGLASS INSULATION 4 - THE MAXIMUM CAPACITY OF THE BOILER OR FURNACE SHALL NOT THE WORK FOR EVERY NEW WINDOW AND GLAZED DOOR, A 7/16' BE MORE THAN 25% OF THE CALCULATED BTU REQUIREMENTS OF THE r I 4 - ROOF THAT IS ALSO CEILING - R-28 KRAFT FACED 2 - COOLING EQUIPMENT - A/C 14 SEER / 12 EER - HEAT BUILDING I EXISTING ROOF EXISTING ROOF I PLYWOOD PANEL MUST BE MADE - PANELS SHALL E FIBERGLASS INSULATION PUMP 14 SEER / 12 EER 8.5 HSPF ALL WORK IS TO CONFORM TO STATE, COUNTY AND LOCAL CODES II 1:3 PRE-CUT TO COVER THE GLAZED OPENINGS AND ALLOW 5 - DOMESTIC HOT WATER SHALL HAVE CONTROL SETTINGS OF A I NOTIFY OWNER AND ENGINEER CIF PLANS ARE SEALED) IF BUILDING THE FASITENERS TO BE SECURED TO THE STRUCTURAL MAXIMUM TEMPERATURE OF 140 DEGREES F DOES N07 COMPLY BEFORE MAKING ANY CHANGES RAFTERS RAFTERS I WOOD WAILL FRAMING - PANELS TO BE MARKED AS TO 5 - ATTIC - EAVE AREAS OF ATTIC ARE TO BE INSULATED TO 3 - THERMOSTAT - ENERGY STAR LABELED PROGRAMMABLE 6 - THE MAXIMUM SETTINGS OF A HUMIDISTAT TO BE 30, O' LOCATIONJ, PRE-DRILLED FOR 2-2./2' k8 WOOD SCREWS PLACE ANY HVAC EQUIPMENT OR DUCTS WITHIN IN A CONDITIONED DE-HUMIDISTAT 60 SPACE - INSULATE PITCHED ROOF WITH KRAFT FACED R-28 7 - MAXIMUM HEAT LOSS THROUGH THE FIREPLACE DAMPER - 20 CFM ALL ELECTRICAL WORK IS TO COMPLY WITH ALL CODES AND AN v) I AT 12 O.C. AROUND THE ENTIRE PERIMETER - THE FIBERGLASS INSULATION KEPT OFF OF THE BOTTOM OF THE ROOF 4 - DUCTWORK - LEAKAGE MAXIMUMS 6 CFM25/100 SQUARE OR FIREPLACE MUST HAVE A CLASS 'A' FIRE-RATED GLASS DOOR UNDERWRITERS INSPECTION / CERTIFICATION MUST BE OBTAINED AFTER Li SHUTTER WILL BE STORED ON SITE AND READY TO SHEATHING WITH POLYSTYRENE BAFFLES - USE 5/8' TYPE X FEET OF C❑NDITI❑NED FLOOR AREA, INSULATION MINIMUM• COMPLETION W B - FIREPLACE SHALL HAVE A DAMPER COMBUSTION AIR VENTS I- I ATTACH ITN CASE OF A MAJOR STORM DRYWALL ABOVE AND ADJACENT TO ANY HEAT SOURCE APPLIANCE R-8 IN UNCONDITIONED AREAS - VERIFIED WITH BLOWER FOR ANY ADDITION TO A RESIDENTIAL HOME, THE ENTIRE IN ATTIC 150-200 CFM SS CFM/WINDI3W _ GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS W w I I DETECTOWS TO MEET ELECTRICAL CODE 6 - TO SEPARATE UNPAGED R 13F 3M LIVING AREA, BEDROOM WALLS 50pRENVELOPE LEAKAGE - 5 ACH50 MAXIMUM,; VERIFIED O OPERABLE MAXIMUM INFILTRATION LLOOSS CFM/SLIDING GLASS DOOR OS5 PER E FOOT ASH JOINING OF THEIR WORK TO THE WORK BE RESPONSIBLE FOR PROPER X 4 I EXISTING HOUSE MUST BE UPGRADED FOR SMOKE AT THE SITE AND CONTRACTORS SHALL EXISTING RIDGE 5/8 X 12OR 14 (DOUBLE PLATE) ANCHOR BOLTS SHOULD HAVE OF THE OTHER TRADES PLACED EVERY 3' O.C. WITH 3' SQUARE BEARING PLATE WITH BLOWER DOOR TESTING - COMPLETED THERMAL SWINGING DOOR 1.0 PER SQUARE FEET OF DOOR (WASHER)i UNDER NUT FOR ALL. FOUNDATIONS WITH FLOOR BYPASS CHECKLIST 11 - AIR CHANGE - 1.25 AIR CHANGES X CUBIC FEET OF HOUSE X 0.18 ALTHOUGH THESE PLANS ARE DRAWN TO SCALE, NO DIMENSIONS SHALT_ JOISTS A1BOVE - FOR SLAB ON GRADE OR GARAGE SM❑ICE AND (ARB❑N M❑N❑RIDE DETECT❑R = BTU LOSS ALLOWED FOR INFILTRATION - HOT WATER PIPING BE SCALED - IF THERE ARE ANY QUESTIONS OR DISCREPANCIES LOCATION RQUIREMENTS INSULATION PER SECTION CONTACT THE OWNER AND ENGINEER CIF PLANS ARE SEALED) FOUNDATI[UNS PLACE ANCHOR BOLTS AT 2 Q.C. 6 - FLAT CEILINGS - R-35 MINIMUM II O I FOR ALL FOUNDATIONS, THERE WILL BE AN ANCHOR BOLT EXISTING STRUCTURES MUST BE UPGRADED TO BE - - 12 - HEATING PIPE INSULATION PER SECTION E403.9A OF THE CODE SHEETROCK TO BE FASTENED WITH SCREWS, 12' O.C. ALONG STUDS, 0 I NO MORE THAN V FROM EITHER SIDE OF A CORNER AND COMPLIANT WITH NYS SMOKE DETECTOR AND SUFFOLK 13 - CAULK AND SEAL BETWEEN WALLS AND FOUNDATION, EXTERIOR BEAMS AND RAFTERS •- SHEETROCK TO BE 1/2' UNLESS OTHERWISE i I NO MORE THAN V FROM THE END OF A 2X6 ACQ SILL COUNTY CARBON MONOXIDE DETECTOR REQUIREMENTS 7 CATHEDRAL_ CEILING (ROOF IS CEILING - R- 28 500 JOINTS AND OPENINGS 0 I PLATE BOIARD SMOKE DETECTOR LOCATION REQUIREMENTS, SQUARE FEET MAXIMUM 14 - ALL DOORS AND WINDOWS TO BE WEATHERSTRIPPED NOTED - 5/8' TYPE 'X' SHEETROCK TO BE USED IN GARAGE WALLS y I Z SMOKE DETECTORS MUST BE PLACED IN EACH SLEEPING 15 - ALL WINDOWS AND EXTERIOR DOORS TO BE INSULATED AND CEILINGS IF THERE ARE LIVING AREAS ABOVE OR ADJACENT TO THEM - 5/8' TYPE 'X" SHEETROCK TO BE USED ABOVE ALL BOILERS, II ~ II NFILL IN EW SLAIBOAREASI�N WITH CLEAN COARSE SAND IN THE USE WATER AND MECHANICAL TAMPER THEMIMMEDIATE VICINITY OF THE BEDROOMS ANDEONIIN ti 8 - WALLS - R-13 MINIMUM 16 - IN THE CASE OR A PROPOSED ADDITION - EXISTING HEATING AND FURNACES ETC. - SHEETROCK IN ALL BATHROOMS OR OTHER ROOMS AIR CONDITIONING SYSTEM IS TO BE EVALUATED BY AN ENGINEER OR '-' L I HVAC CONTRACTOR OR EXPERT TO DETERMINE WHETHER BOILER IS WHERE THERE ARE HIGH HUMIDITY SITUATIONS TO BE MOISTURE II IX < I TO COMPRZESS SAND BEFORE POURING SLAB EACH ADDITIONAL STORY OF THE DWELLING INCLUDING 9 - FLOOR - R-19 MINIMUM - OR BASEMENT OR❑ LARGE ENOUGH TO HEAT T1HE PROPOSED SPACE - IN MOST CASES THE RESISTANT - CEMENT BOARD T❑ BE USED ON ALL WALLS AT TUB AND I I FOUNDATI[OM TO HE BACKFILLED WITH COARSE SAND SEE NYSE RESIDENTIAL CODE SECTIONS R317.1 AND R317.2 CRAWLSPACE WALLS R-10 CONTINUOUS EXISTING BOILER / FURNACE IS ABLE TO HANDLE ADDITIONAL LOAD - SHOWER AREAS 1/12 I I CONTENUOUS LOAD PATH CARBON MONOXIDE DETECTOR LOCATION REQUIREMENTS, 10 - SLAB EDGE - R-10 FOR 2' MINIMUM A NEW AC C❑NDENSOR WIL.L BE USUALLY BE NEEDED U.L. APPROVED SMOKE DETECTOR SHALL BE EITHER PHOTOELECTRIC OR EVERY LEVEL IN DWELLING WHERE THERE ARE IONIZATION TYPE AND SHALL BE DIRECTLY CONNECTED TO A LIGHTING PITCH 1 ,� I I STRAPPING UP AND INCLUDING 120 SLEEPING QUARTERS - NEW CODE DESIGN AND STRUCTURAL CIRCUIT WITH NO INTERVENING WALL SWITCH - CO DETECTORS TO BE ———— � it - WINDOWS - U-FACTOR WINDOW, LESS OR EQUAL TO ------------- r\ AN I MPH WIND ZONES INF❑RMATI❑N INSTALLED TO SUFFOLK COUNTY CODE — — — — I HEATING APPLIANCES LOCATED IN CONFINED SPACES 35 AND ANY SHGCJ SKYLIGHTS LESS THAN OR EQUAL T❑ rn Lq�9p�Q1, I I USE THE FOLLOWING CONNECTORS UNLESS OTHERS MUST HAVE TWO PERMANENT VENT OPENINGS TO THE 60 AND ANY SGHG APPROVED HURRICANE CLIPS / STRAPS MUST BE INSTALLED WHERE N W co C�.} q��' I LISTEDIED) IN BiELOWCARESSIMPSONNZ-MAXLMINIMUMCONNECTORSL LOCATED WIT IN IOR - THE BOTTOM O[FM [IF THE T E FLOOR BOTTOMTHE TOP OFSTHEE 1 - ENCLOSED STRUCTURE REQUIRED BY NYS OR LOCAL BUILDING CODES - SEE NEW YORK STATE w O 1 I 12 - DOMESTIC HOT WATER EF - GAS OR OILS 40 GALLONS 2 - EXPOSURE B WIND CODE COMPLIANCE INFORMATION CONTAINED IN THESE PLANS - 30 t, 2 I FASTENEIRS LISTED AS GALVANIZED ARE TO BE HOT TOP VENT MUST BE LOCATED WITHIN 12 OF THE _ ,61 / 50 GALLONS = 59 / 75 GALLONS = .54 OR 3 - 120 MPH WIND ZONE w o ¢r-� INSTANTANEOUS HOT WATER HEATER OR IN-DIRECT FIRED FOUNDATION NOTES I z D -C¢o I DIPPED GuALVANIZED - PLACEMENT OF STRAPS OVER CEILING - EACH VENTED OPENING SHALL HAVE AT 4 - DESIGN IS PRESCIPTIWE ti NEW 7-1/2 aF, II PLYWOOD 1IS PERMITTED - TO DETERMINE THE CORRECT LEAST ONE SQUARE INCH OF FREE AREA PER 4000 BTU/H 5 - ROOF LOADS SNOW (115%) 40 PSF LIVE LOAD 20 PSF DEAD LOAD STORAGE TANK WITH BOILER DO NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FIRST FLOOR IS . I x -w LVL RIDGE � � I NAIL SIZEE, THE NAIL USED MUST PENETRATE INTO THE OF THE TOTAL INPUT OF ALL APPLIANCES WITHIN THE 6 - FLOOR LOADS (LIVING AREAS) 40 PSF LIVE LOAD 20 PSF DEAD S STUD SIXC TIMES IT'S DIAMETER - FOR USE OF THE SPACE LOAD FRAMED o I I a `D 1 b f I I BELOW SITRAPPING IT IS ASSUMED ALL FIRST AND 13 - LIGHTING AND APPLIANCES ELECTRICAL KWH SAVINGS 7 - FLOOR LOADS (ATTIC / EXTERIOR DECKS) 30 PSF LIVE LOAD 10 WATERPROOF ALL FOUNDATION WALLS SECOND FLOOR STUDS AND ROOF RAFTERS ABOVE WILL ADDITIONAL NYS RESIDENTIAL CODE - 500 KWH OR 650 KWH SAVINGS REQUIRED FOR ALL PSF DEAD LOAD CONCRETE FOOTINGS TO REST UPON UNDISTURBED SOIL UNLESS z°C oe¢ / ,i Z�JP�'��y I I HE IN ALIGNMENT REQUIREMENTS NYESLH 8 - SNOW (45 PSF) SUPPORTING SOIL IS LOAM, CLAY OR BOG - IN THIS CASE THE SOIL _____________�I EXISTING ROOF EXISTING ROOF I ASPHALT SHINGLES SHALL HAVE SELF SEAL STRIPS OR 9 - ALL STRUCTURAL LUMIBER - PLATES, JOISTS, STUDS , RAFTERS, SHALL BE REMOVED TO ITS DEPTH AND REPLACED WITH ENGINEERED UNAUTHORIZED ALTERATIONORADDITION —— — ——— — —— — —— — I FLOOR JOIST FOUNDATION BE INTERLOCKING AND COMPLY WITH ASTM 11225 - 14 - MECHANICAL VENTILATION - AUTOMATIC CONTROLLED COLLAR TIES. RIDGES, VALLEYS AND HIPS ARE DOUGLAS FIR 82 OR SOIL COMPACTED BEARING IL APAC T YC E USED FOR FOUNDATION TO BE 3500 PSIRETE A DESIGN HAS BEEN SECTION 7208 OF THE NEW YORK STATE r——— — ———— RAFTERS RAFTERS I ALL CONCRETE MINIMUM 3500 PSI FASTENERS FOR ASPHALT SHINGLES SHALL BE MECHANICAL VENTILATION SHALL BE INSTALLED ACCORDING ENGINEERED WOOD I-JOISTS E I 10 - ALL ENGINEEED LUMHIER IS INDICATED ON PLANS BY TYPE, PRESUMED TO BE 4000 PSF - FOOTINGS SHALL REST ON UNDISTURBED EDUCATION LAW. u I � SINGLE ALCQ SILL PLATE GALVANIZED OR STAINLESS STEEL, MINIMUM 12 GUAGE MANUFACTURER AND SIZE TO NYESLH TECHNICAL SPECIFICATIONS I SHANK WITH A MINIMUM 3/8' DIAMETER HEAD, OF A SOIL W COPIES OF THIS PLAN NOT BEARING THE Lo 11 - FLOOR, WALL AND ROIOF SHEATHING ARE CDX FIR PLYWOOD OF ALL CONCRETE FOOTINGS TO BE MINIMUM 3' BELOW FINAL GRADE AND 1 A I FOUNDATION TO ACQ SILL PLATE - 5/B X 12 OR 14' LENGTH TO PENETRATE THROUGH THE ROOFING MATERIALS 15 - COMBUSTI❑N SAFETY TEST DONE AND PASSED THE NOMINAL SIZE GIVEN - FLOOR SHEATHING IS ALWAYS 3/4' T+G, / OR THE FROST LINE PROFESSIONAL ENGINEERS INKED SEAL (DOUBLE SILL PLATE) ANCHOR BOLTS EVERY 3' O.C. AND AND A MINIMUM OF 3/4' INTO THE ROOF SHEATHING - WALL SHEATHING 1/2' AND ROOF SHEATHING 5/8' PLYWOOD 'KEYS' MUST BE CUT IN ALL FOOTINGS OR EMBOSSED SEAL SHALL NOT BE NO MORE THAN 12FROM ANY CORNER ORNER OR THE END OF AN WHERE THE ROOF SHEATHING IS LESS THAN 3/4', THE f0 I 12 - MANUAL USED - WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR ALL THE TIE OR PIN HOLES IN THE FOUNDATION WALL ARE TO BE CONSIDERED TO BEA VALID TRUE COPY. l7 ACQ SILL. PLATE BOARD - EVERY ANCHOR HOLT TO HAVE FASTENERS SHALL PENETRATE THROUGH THE SHEATHING d 1 O,y z II A 3' SQUJARE BEARING PLATE UNDER THE NUT - ASPHALT STRIP SHINGLES SHALL HAVE A MINIMUM OF INSULATION AND AIR SEALING TWO FAMILY DWELLINGS - HIGH WIND 2001 EDITION PARGED ON BOTH THE INTERIOR AND EXTERIOR SIDES WITH A p !• I 6 FASTENERS PER SHINGLE WHEN USED IN A 120 MPH THISWATPARGINGMHAS ABEEN INSPECTED IF REQUIRED BYR - WATERPROOFING SHALL NOT BTOWN BUILDING IL o I o A% x ACQ I I FOLLSILL_ ATE T FI PLACED ON EXTERIDRX OFD - ALL WIND ZONE ADJACENT TT❑ EACHHE AIR OT HER AND SHEETROCK,O APED AND N SHOULD BE REFERENCE MANUAL/REFERENCE CODE p W I SHEATHING - LTP5 CONNECTOR EVERY 16' O.C. - 12 8D UNDERLAYMENT FOR ROOFS OF 4/12 OR GREATER SHALL SPACKLED WITH MINIMUM OF ONE COAT IS A GOOD AIR STANDARD DRAWN BY KYLE RUNS 04 I- 9 A I FRAMING NOTES ARCHITECTURAL DESIGN ¢ I L, z0 X 2-1/2" GALVANIZED NAILS IN EACH CONNECTOR - 6 BE APPLIED SHINGLE FASHION, PARALLEL TO AND BARRIER C3 p 9l I DESIGN LOAD CALCULATIONS WERE DERIVED BY USING THE LIVE / STRUCTURAL LUMBER AS NOTED - TJ I-JOISTS OR N2 DOUGLAS FIR - 631 728 5327 .+ W p �'(n I NAILS INI SILL PLATE, 6 NAILS IN BOXEND STARTING AT THE EAVE, LAPPED 2 , FASTENED X j O a I- L I SUFFICIENTLY TO HOLD IN PLACE - END LAPS SHALL BE DEAD / SNOW / SEISMIC / WIND LOADS LISTED ABOVE UNDER HEADERS AND STUDS SHALL BE DOUGLAS FIR 82 GRADE OR BETTER SCALE 1/4' = 1'0' ►W- o ¢ 9( I FIRST FLOOR JOIST BOXEND TO FIRST FLOOR WALL SOLE OFFSET BY 6' - ICE PROTECTION SHALL CONSIST OF AN 1 - CAULK (FIRE RATED CAULK) ALL FLOORS AT THE SEAM STRUCTURAL INFORMATION (ABOVE) FOR THE AREA INWHICH THE I I w ¢ I X � fit^/ I PLATE TIC FIRST FLOOR STUD - CS-16 CUT AT 24' ICE BARRIER THAT CONSISTS OF AT LEAST TWO LAYERS BETWEEN THE BOTTOM INSIDE EDGE OF THE SOLE PLATE RESIDENTIAL STRUCTURE IS TO BE BUILT AND REFERENCING ALL STEEL I z i N W II PLACED FAT EVERY STUD - 20 8D X 2-1/2' GALVANIZED OF SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET, AND THE SUBFLOOR STRUCTURAL COMPONENTS TO THE PRESCIPTIVE ENGINEERING STEEL SHALL CONFORM TO ASTM DESIGNATION A-36 AND SHALL MEET I I R. z � O II NAILS INI EACH CONNECTOR SHALL BE USED IN LIEU OF NORMAL UNDERLAYMENT AND REQUIREMENTS OF THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE REQUIREMENTS OF THE LATEST AISC CODE OF N - EXTEND FROM THE EAVES EDGE TO A POINT AT LEAST 2 - USE MINIMUM EXPANDING FOAM TO SEAL THE SPACES OR TWO FAMILY DWELLINGS 2001 EDITION �P(� W FIRST FLOOR WALL STUD AND TOP PLATES TO ROOF 24' INSIDE THE EXTERIOR WALL LINE OF THE BUILDING BETWEEN ALL WINDOW AND EXTERIOR DOOR UNITS AND DAMPR❑OFING `� RAFTERS TWO H2 CONNECTORS, ONE ON THE EXTERIOR UNDERLAYMENT IN HIGH WIND ZONES (120 MPH) SHALL IN ROUGH OPENING FRAMING VAPOR HARRIOR SHALL BE 6 MIL THICK POLYESTER FILM - MASTIC NEW 11-7/8 LVL RIDGE II AND ONE ON THE INTERIOR - EVERY WALL STUD - 10 ADDITION HAVE FASTENERS APPLIED ALONG THE \S7 811 GALVfANIZED NAILS IN EACH CONNECTOR OVERLAP, NO FURTHER APART THAN 36' O.C. - BASE WATERPROOFING SHALL BE TROWELED MASTIC WATERPROOFING ,'Z► 0 y I I FLASHING SHALL BE EITHER CORROSION-RESISTANT 3 - USE NON-COMBUSTIBLE MINIMUM EXPANDING FOAM TO DEHYDRATIVE N6 �L METAL OF MINIMUM NOMINAL .019' THICKNESS OR MINERAL SEAL AROUND ALL ELECTRICAL BOXES I v V 1 p `D � I I SURFACE ROLL WEIGHING A MINIMUM OF 77 POUNDS PER NYS BUILDING AND FIRECODE r� p C3 J I 100 SQUARE FEET - CAP FLASHING SHALL BE 4 - SILICONE CAULK AROUND ALL PLUMBING PIPING OR THESE PLANS ARE IN COMPLIANCE WITH APPLICABLE NYS BUILDING AND tic, zp W �p I ¢ S<v I CORROSIVE-RESISTANT METAL OF MINIMUM NOMINAL ELECTRICAL WIRING THAT GO THROUGH EXTERIOR WALLS FIRECODES D ¢ 0 a I a w P� I THICKNESS OF .019' - CLOSED VALLEYS, VALLEY LINING ��` II 5 - INSULATE BEHIND ALL TUB AND SHOWER UNITS SHALL BE ONE PLY OF SMOOTH ROLL ROOFING COMPLYING �•0487��' �\ C2 o w �P I WITH ASTM D 224 TYPE 11 OR TYPE 111 AT LEAST 36' BEFORE INSTALLING UNIT PR❑P❑ 3 w I IN WIDTH - CRICKETS SHALL BE INSTALLED ON THE X UJ W ¢ ' I RIDGE SIDE OF ANY CHIMNEY GREATER THAN 30' - ADDIT N E FAMILY 3 IWC' 3 z oc 6 - INSULATE ANY CONCENTRATION OF PLUMBING PIPES AT �a I I SIDEWALL FLASHING AGAINST A VERTICAL SIDE WALL RESIDENTIAL HOUSE - SHALL BE BY THE STEP FLASHING METHOD EXTERIOR WALLS AFTER ROUGH PLUMBING IS COMPLETE PROPOSED DECK AND ENTRY Z De Z I I 2}~EXISTING ROOF EXISTING RO❑Fi I LANDING ATTACHED GARAGES SHALL BE SEPARATE FROM 7 - USE SOLID WOOD BLOCKING AND 2 EXPANDED ALL OTHER SPACES BY CONSTRUCTION HAVING POLYSTYRENE BLOCKING AT ANY INTERCONNECTING SPACES RAFTERS RAFTERS I A FIRE RESISTANCE RATING OF AT LEAST 3/4 BETWEEN JOISTS OR BEAMS, BETWEEN CONDITIONED AND CHANGES TO INTERIOR OF AS HOUR - EACH OPENING INCLUDING SCUTTLE I I I I I ACCESS HOLES TO THE ATTIC SHALL BE NON-CONDITIONED AREAS SUCH AS HOUSE AND ATTACHED BUILT ACCESSORY STRUCTURE L EQUIPPED WITH A SELF CLOSING DOOR HAVING GARAGE / CEILING / KNEEWALL/ EAVES ETC. - AS BUILT DECK — ————————— — —— — A FIRE RESISTANCE RATING OF AT LEAST 3/4 ——— —— —— — —— ———— —— L—_____——— —— ——— —— ————— I— ——a — ———— ————— HOUR (DOOR AND JAMB) 8 - CHECK FOR PROPER AIR SEALING AND INSULATING AT ffi EXISTING ROO FOR PARTIAL OR FULL ATTIC SPACES ABOVE THESE CONDITIONED AIR / UNCONDITIONED AIR FOLLOWING GEORGIOU RESIDENCE 0 GARAGES, TWO LAYERS OF 5/.8' TYPE 'X' 2800 YOUNGS AVENUE � FTE_ RS I I SHEETROCK IS REQUIRED FOR THE CEILING AREAS FRAMED OPENINGS AROUND CHIMNEYS / ACCESS S❑UTHOLD NY • I II „ II WITH ALL SEAMS STAGGERED HATCHES / PLUMBING STACKS / INTERIOR WALL FRAMING of i+) I Z Of OPEN TO ATTIC ABOVE w I I DRAWING TITLES II x � II 9 - ALL BATHROOM VENTS TO BE VENTED TO THE AS BUILT EXISTING w of EXTERIOR - DUCTS FOR THESE VENTS TO BE AS STRAIGHT ACCESSORY STRUCTURE L——— — —————— ———— A RUN AS POSSIBLE AND DUCT JOINTS SEALED WITH DUCT ROOF PLAN MAIN HOUSE ROOF PLAN MASTIC 10 - AT ALL FLOOR BOXEND CAVITIES, FILL WITH 6' ®CONSTRUCTI❑N 1 - CRICKETS - SEE CROSS SECTION NOTE MINIMUM SPRAY FOAM (CLOSE CELL POLYSTYRENE FOAM) - ®PERMIT AT THE FIRST FLOOR THE FOAM SHOULD COVER THE INSIDE D❑ NOT SCALE THIS 15 TOP AND SIDE OF THE SILL PLATE AS WELL AS THE 2 - BUILD-OVER SECTION OF NEW ROOFS REMAINING EXPODIMENSIONS ONLY 3 - BELOW, NEW FLUSH THREE 11-7/8 LVL SUPPORT FOR EXISTING ROOF SHEET NUMBER - FILE NUMBER GG121520113 DATE - 12/15/2011 14 7/12 PITCH 5/12 PITCH 17 II I 7/12 PITC 16@ 13 II I 13 SOLID BLOCK 12 II I 18 EVERY 4' O.C. 11 o II I OF IN. _ MINIMUM THE BL - -FIRST TWO BAYS 191,_0. OF ROOF' - - - - -. A__I- -10 I - -_- _-_- -- I 21 RAFTERS ON SIDES BOTH END WALL o � -------� —i--�•'—l0'—j�f jPROPOSED j 1310' LANDING I O „ IOVERHANG I QD a to I I I I I I f�9 I I O ~ s O 6'-0' I © 8 O _ _ _ _ _ _ _ SOLID BLOCK EVERY 4' O.C. o N 7 O2 MINIMUM THE FIRST TWO RAYS OF 3._0. O ® $------------ B 7 'j c \ FLOOR JOISTS ON BOTH END ------ ----- - ----------------------- -----------TIT, --------- ---- -------------------------------------- --------------------------- - �- 0 a, WALL SIDES cu Q5 EXISTING EXISTING i t EXISTING I O O O RADE GRADE • O5 I I I I r1 .~ 6 2 I I© I GRADE 6 2'-0' -- -- -- --- — -- - —I�- -- — LJ L 0'-0' 0'_8• _I C� PROPOSED ONE STORY ADDITI❑N STRUCTURE NEW REAR DECK r< 18'-0' EXISTING HOUSE STRUCTURE CROSS SECTION OF PROPOSED ONE STORY ADDITION 10 - 3' SOFFIT OVERHANG OVER DOOR AND LANDING BELOW - EXTEND NEW STRUCTURE — NEW INSULATION SHOWN HERE ONLY ROOF RAFTERS AND ADD ROOF RAFTERS AS NEEDED TO CREATE WIIDER OVERHANG - ADD 2X3 HORIZONTAL SUPPORTS AND 2X3 LEDGER BOARD TO A — EXISTING FOUNDATI❑N IS CONCRETE BLOCK WALL SUPPORT VINYL VENTED SOFFIT - SAME DETAIL AS NOTE 11 FOR 'SOFFIT SEE NOTES AND DETAILS ON NYS WIND CODE STRAPPING WHICH IS VENTED VINYL AND FLUSH 1X6 VINYL COVERED WOOD RAKE ALL INSULATION IS OWENS CORNING PINK KRAFT FACED FIBERGLASS B — VERIFY THERE IS ONLY ONE 2X6 (TRUE 1-1/2 X INSULATION 11 - SHEATHING TO GO TO TOP OF THE WALL DOUBLE PLATE - 1X4 VINYL 5-1/2') PT SILL PLATE — ADJUST NEW FOUNDATION TOP ALL LISTED CONNECTORS ARE SIMPSON Z-MAX OR GALVANIZED COVERED WOOD FASCIA BOARDS - 2X3 SUBFASCIA - 12' VENTED VINYL SOFFIT OVERHANG - 1X6 VINYL COVERED WOOD FLUSH RAKE BOARDS ELEVATION IF DIFFERENT ® \ ® 1 - 2X8 FLOOR JOISTS AT 16' O.C. - MATCH SUBFLOOR IN EXISTING HOUSE 12 - 2X10 ROOF RAFTERS 16' O.C. AT PITCH GIVEN - 5/8' CDX PLYWOOD \ - R-19 KRAFT-FACED FIBERGLASS INSULATION SHEATHING - 30# FELT - ARCHITECTURAL ROOF SHINGLES TO MATCH C — EXISTING 2X8 FLOOR JOISTS — VERIFY EXISTING COLOR OF EXISTING 3-TAB ROOF SHINGLES - IT IS SUGGESTED THAT SUBFLOOR IS 1/2' Q W / 2 - TWO 11-7/8' LVL GIRDER EXISTING ROOF BE RE-SHINGLED WITH NEW ARCHITECTURAL SHINGLES SINCE IT IS NEAR THE END OF ITS USEFUL LIFE - WHERE ROOF IS ALSO CEILING ® / 3 - 3-1/2' STEEL LALLY COLUMNS ON 2' X 2' X 1' DEEP 3500 PSI POURED USE POLYSTYRENE BAFFLE UP AGAINST BOTTOM OF SHEATHING AND OWENS D — VERIFY EXISTING FRAMED WALL TOP PLATE HEIGHT CONCRETE PADS REINFORCE PADS WITH THREE HORIZONTAL #5 REBAR - CORNING R-28 8-1/2' KRAFT FACED FIBERGLASS INSULATION - SEE NOTE IS STANDARD 811' - MAY BE ONLY 8'0 - TOP OF NEW COLUMN FLANGES TO BE WIDE ENOUGH TO SUPPORT TWO 11-7/8' GIRDER - ON ROOFING UNDER NYS RESIDENTIAL WIND CODE COMPLIANCE USE GALVANIZED 5/16 X 2-1/2' LAG SCREWS TO FASTEN TOP FLANGE TO FRAMED WALLS MUST BE LEVEL WITH TOP OF EXISTING NEW LVL - USE TAPCON OR SIMILAR 1/4 X 1-3/4' CONCRETE SCREWS TO 13 - 2X6 RAFTER TIES THAT ARE ALSO CEILING - FASTEN EACH RAFTER FRAMED WALLS FASTEN BOTTOM FLANGE TO CONCRETE PAD - PRE-DRILL FOR CONCRETE TIE TO NEW ROOF RAFTERS WITH TWO 3' X 3/8' GALVANIZED LAG SCREWS SCREWS WITH 3/16' BIT ON BOTH ENDS - USE OWENS CORNING R-40 10-3/8' KRAFT FACED FIBERGLASS INSULATION BETWEEN TIES E — EXISTING ROOF IS 2X6 ROOF RAFTERS / ASSUMED 4 - NEW 2' THICK, 3500 PSI CONCRETE SLAB - SUGGEST FIBERMESH IN14 - 11-7/B' LVL ROOF RIDGE - ROOF RIDGE VENTING 1/2' SHEATHING / FELT / 3—TAB ASPHALT ROOF POUR - FILL IN BELOW SLAB WITH COARSE SAND, DAMPEN AND SHINGLES — LIGHT GREY COLOR — 6/12 PITCH MECHANICALLY TAMPER 15 - CRICKET BETWEEN TWO GABLE PITCHED ROOFS TO FUNNEL WATER OFF 5 - ADDITION FOUNDATION WALL - 3'10' HEIGHT X 8' THICK FOUNDATION OF ROOF - 1/12 PITCH EPDM FLAT ROOF F — EXISTING 2X6 CEILING BEAMS WALL ON 8' X 16' FOOTING - WALL AND THE FOOTINGS EACH TO HAVE CUT BACK EXISTING ROOF RAFTERS OR NEW ROOF RAFTERS TO FLUSH WITH TWO HORIZONTAL #4 REBAR THROUGHOUT - ALL 3500 PSI POURED CONCRETE THE OUTSIDE EDGE OF WOOD FRAMED WALL - USE TWO 2X8 AT EACH PROPOSED ADDITION PROPOSED ADDITION PROPOSED SIDE — PLACE 14' X 5/8' ANCHOR BOLTS EVERY 3' O.C. AT 2-3/4' IN FROM CRICKET ROOF FOR CRICKET ROOF SUPPORTS CUT FROM NO DIMENSION TO OUTSIDE EDGE OF CONCRETE WALL - ANCHOR BOLTS TO BE NO MORE THAN FULL HEIGHT AT INTERSECT WITH EXISTING ROOF ENTRY LANDING AND 12' FROM ANY CORNER OR END OF SINGLE 2X6 ACQ SILL PLATE - COPPER OVERHANG TERMITE SHIELD AND SILL SEALER REMOVE THREE COURSES OF EXISTING ROOF SHINGLE ABOVE WHERE THE TOP OF ADDITION FOUNDATION IS SAME ELEVATION AS TOP OF EXISTING CRICKET ROOFS WILL INTERSECT - ON CRICKET ROOF, ON TOP OF CUT 2X8, PROPOSED FR❑NT ELEVATION HOUSE FOUNDATION PLACE 5/8' PLYWOOD SHEATHING AND 1/2' CELOTEX ON TOP OF SEHEATHING - SHEATHING AND CELOTEX IS TO RUN UP TO THE SHEATHING OF THE 6 - 8' DIAMETER X 72' LENGTH 3500 POURED CONCRETE PIER - BOTTOM EXISTING OR NEW GABLE ROOF - TAPER END OF CELOTEX SO THERE IS NO TYPE I SIDEWALL SHEATHING REQUIREMENT MUST BE MINIMUM 3' BELOW GRADE - PLACE 1/2' ANCHOR BOLT IN TOP GAP BETWEEN THE EDGE OF THE CELOTEX AND EXISTING OR NEW ROOF ROOF AND CEILING - 120 WIND ZONE CENTER - USE SIMPSON ABE44 POST BASE TO CONNECT PIER TO 4X4 ACQ SHEATHING - PULL UP EXISTING UNDERLAYMENT FELT - ADHERE 10' OF 34' LENGTH - 5.5' MINIMUM SHEATHING REQUIREIDPOST - SECURE AS SHOWN, AT EACH POST, THE TWO 2X8 ACQ HORIZONTAL EPDM ONTO EXISTING OR NEW ROOF SHEATHING - CUT EXISTING OR NEW 34.5' GIVEN GIRDER TO THE TOP OF THE POSTS WITH TWO 1/2' GALVANIZED CARRAIGE FELT SO IT OVERLAPS THE EPDM BY 6' - NAIL THE FELT AND EDGE OF BOLTS - FASTEN EACH DECK JOIST TO ONE OF THE 2X8 ACQ GIRDERS WITH EPDM EVERY 6. O.C. WITH HOT DIPPED GALVANIZED < NAILS - PLACE ARCHITECTURAL ROOF SHINGLES ON THE EXISTINGG AND NEW SLOPED SIMPSON Z-MAX H2.5 HURRICANE TIES � ROOF KEEPING THE BOTTOM COURSE 4' ABOVE THE ANGLE CHANGE - USE LAP SEALANT TO ADHERE ROOF SHINGLES TO THE EPDM MEMBRANE 7 - LANDING OR REAR DECK - 2X6 ACQ JOISTS AT 12' O.C. - ATTACH EACH JOIST WITH SIMPSON Z-MAX HANGER TO 2X6 ACQ LEDGER BOARD SECURED EPDM CRICKET FLAT ROOF - LAYERS/STRUCTURE FROM TOP TO BOTTOM - TO HOUSE - PLACE WIDE STRIP OF ICE AND WATER SHIELD BETWEEN ACQ 60 ML EPDM -- GLUE DOWN EPDM TO THE CELOTEX WITH GENFLEX TYPE E LEDGER AND HOUSE WRAP - FASTEN LEDGER BOARD TO BOXEND WITH 1./2' EPDM ADHESIVE OR SIMILAR - 1/2' CELOTEX HIGH DENSITY FIBERBOARD - HDG CARRAIGE BOLTS OR IF INTO THE EXISTING SILL PLATE USE 3/B' X 4' FASTENED WITH 1-3/4' GALVANIZED SCREWS WITH 1-1/2' DIAMETER GALVANIZED LAG SCREWS, STAGGERED TOP THEN BOTTOM AT 16' O.C. - GALVANIZED PLATES - 14 SCREWS AND PLATES TO A 3' X 7' SHEET - PLACE 4 WASHERS BETWEEN LEDGER BOARD AND SHEATHING - PLACE SCREW INTO 5/8' PLYWOOD \ SILICONE CAULKING IN BOLT HOLES BEFORE PUSHING BOLTS THROUGH - 5/8' CDX PLYWOOD ON TOP OF CUT 2X8 SUPPORTS / FASTEN EACH JOIST TO ONE OF 2-2X8 ACQ GIRDER WITH SIMPSON 2.5 16 - 2X6 ROOF RAFTERS 16' Q.C. AT PITCH GIVEN - 5/8' CDX PLYWOOD Z-MAX TIES - USE 5/4X6 DECKING OF OWNERS CHOICE - TOP OF DECKING SHEATHING - 30# FELT - ARCHITECTURAL ROOF SHINGLES TO MATCH IS 2-3/4' BELOW TOP OF SUBFLOOR COLOR OF EXISTING 3-TAB ROOF SHINGLES 8 - 2X6 ACQ DECK OR LANDING JOISTS AT 12' O.C. - FINISH WITH 5/4X6 17 - 7-1/2 LVL ROOF RIDGE - ROOF RIDGE VENTING DECKING OF OWNERS CHOICE 18 - TWO FLUSH 7-1/2' LVL GIRDER 9 - CHECK EXISTING WALL HEIGHT IS 8'1' - ADJUST NEW FRAMED WALL TO MATCH EXISTING HEIGHT - 2X6 8' DOUGLAS FIR PRE-CUT WOOD FRAMED 19 - 2X6 CEILING BEAMS AT 16' O.C. - USE OWENS CORNING R-40 10-3/8' / \ WALL - 1/2' CDX PLYWOOD SHEATHING - TYVEK OR SIMILAR UNDERLAYMENT KRAFT FACED FIBERGLASS INSULATION BETWEEN BEAMS / \ - 1/4' FANFOLD BOARD - VINYL HORIZONTAL SIDING TO MATCH EXISTING ® SHINGLES - 5-1/2' R-19 FRAFT-FACED FIBERGLASS INSULATION - 1/2 20 - TWO GROUND CONTACT 6X6 ACQ SLEEPERS TO SUPPORT 2X10 AXQ DRYWALL ON INTERIOR - 3-1/2' VINYL CORNERBOARDS - NO WINDOW / STRINGERS - TWO STRINGERS AT EACH END AND ALSO 16' D.C. - 5/4X6 \ / / EXTERIOR DOOR TRIM - OWNER TO DECIDE IF SIMILAR EXISTING FALSE DECKING OF OWNERS CHOICE NJ\ / SHUTTERS FOUND ON MOST EXISTING WINDOWS ARE TO BE PLACED ON THE 21 - NEW THREE FLUSH 11-7/8' LVL HEADER TO SUPPORT EXISTING ROOF ®1 NEW OR RE-LOCATED WINDOWS - SHOWN PLACED ON ELEVATIONS WHERE AND NEW ROOF BUILD-OVER WHERE EXISTING EXTERIOR WALL HAS BEEN \ THEY WILL FIT REMOVED UNAUTHORIZED ALTERATION OR ADDITION TO THIS PLAN IS A VIOLATION OF SECTION 7208 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS PLAN NOT BEARING THE PROFESSIONAL ENGINEERS INKED SEAL PROPOSED ADDITI❑N PROPOSED SIDE ENTRY PROPOSED REoAR DECK OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. PROPOSED SIDE ELEVATI❑N FACING SOUTH DRAWN BY KYLE RUBS TYPE I ENDWALL SHEATHING REQUIREMENT ARCHITECTURAL DESIGN ROOF AND CEILING - 120 WIND ZONE 631 728 5327 45' LENGTH - 8.5' MINIMUM SHEATHING REQUIRED SCALE 1/4' = 1'0' 24' GIVEN XLI 2 ��• 0487�� ��� \��pROF NPS' PROPOSED ONE STORY Lr�j LT ADDITION TO SINGLE FAMILY RESIDENTIAL HOUSE — PR❑POSED DECK AND ENTRY LANDING CHANGES TO INTERIOR OF AS BUILT ACCESSORY STRUCTURE — AS BUILT DECK GE❑RGIOU RESIDENCE 2800 Y❑UNGS AVENUE SOUTHOLD NY DRAWING TITLES Ir MAIN HOUSE ELEVATI❑NS AND CROSS SECTIONS PROPOSED DECK AND SLIDING ®CONSTRUCTION GLASS DOOR ®PERMIT PROPOSED ADDITI❑NDO SCALE THIS PR❑P❑SED REAR ELEVATION PRINT T- USE FIGURED DIMENSIONS ONLY TYPE I SIDEWALL SHEATHING REQUIREMENT PROPOSED SIDE ELEVATION FACING NORTH ROOF AND CEILING - 120 WIND ZONE SHEET NUMBER A-4 34' LENGTH - 5.5' MINIMUM SHEATHING REQUIRED TYPE I ENDWALL SHEATHING REQUIREMENT 32' GIVEN FILE NUMBER GG121520114 ROOF AND CEILING - 120 WIND ZONE 45' LENGTH - 8.5' MINIMUM SHEATHING REQUIRED DATE - 12/15/2011 25' GIVEN 0 Shutter Attachment Top Shutter Attachment Bottom Table 3.4A Rafter and/or Ceiling Joist to Top Plate Lateral and Shear 12d nails - Connection Requirements - Exposure B Shutter Option - For 120 MPH Wind Zones Only Table 3.1 Nailin Schedule siding Thome send FM M g - �- Header Wind Speed (mph) Note, The shutter design shown These shutter designs by no Means Joint Description Number of common nails Number of box nails Nall spacing herein will provide 51 nlflcant ------- Stutter— Interior casing Number of 8d common nails or 10d box nails (toe nailed) P 9 represent all possible workable designs i,ea,4 protection from hurricane force and can always be upgraded to provide -_ ROOF FRAMING 12d double headed Finish Sill Required In each rafter and/or telling Joist to top plate connection t 6'nails aO.C. Finish Wall Slit--- Rafter/celDn winds. This IS a guide only. It even greater margins of safety and Rafter to flop plate (toe naked) see Table 3.4A see Table 3,4A per rafter Hag ,Joist Wnll height (feet) does not Include all possible protection. This shutter design Is spacing (In.) shutter, anchor and fastening Intended to be temporary andmounted Cekfng Joist to top plate (toe nnNed) see Table 3,4A see Table. 3.4A per Joist (nails at 4'over ' systems, and the Installer must shutter Is over 5' 12d double headed 12 8 3 Y and removed from outside the building. CeNing Joist to parallel rafter (face nailed) see Table 3,9A see Table 3.9A each tap ion ) Caulk 10 2 3 adjust all dimensions to All designs are based on wind pressure Ceiling Joists laps over partitions (face nailed) see Table 39A see Table 33A each lap g nails at 6' a.c. compensate for particular capacities only. Figure 1 - Shim-------- (naks at 4' o.c. If 16 8 3 3 Installations and hardware used. g Collar tie to rafter (face nailed) see Table 3SA see Table 3.6A per tie shutter Is over 5' 10 3 3 Flashing and caulk Infierlor casing larog) Shutter stiffener attachment •- If required Blocking to rafter (toe nailed) 2 8d 2 10d each end ------ Finish wall � 24 8 4 5 While the design wind pressures are Rim board to rafter fend nulled) 2 16d 3 16d eoch end based on ASCI 7195, the building --- ------ - Shutter J&APAttural panel Shim 10 4 5 owner/Installer must still carefully WALL FRAMING -- evaluate each system, and then If Top plate to top plate (face nailed) 2 16d z 2 16d 1 per foot 12d nulls 1 - Prescriptive limits are based on assumptions In Table 3.4, necessary make any modifications ired 2 - Tabulated connection reconsistent with good design and building Top plates at Intersection (face nailed) 4 16d 5 16d ,Joints-each side quirements assume a building located In Exposure B practices. Stud to stud (face nailed) 2 16d 2 16d 24' ox, Siding Figure 3,7B Floor Bracing Endwall 3 - When telling Joists or Installed parallel to rafters, the sum of the Header to header (face naked) 16d 16d 16' o,c, at edges toe nails In the rafter and telling Joist shall equal or exceed the tabulated Top or bottom plate to stud (end nailed) see Table 14A see Table 3.4A per studBlocking number of nails required. Table 2 Endwall Bottom plate to floor Joist,bandjoist 2 16d L e 2 16d 1' a per foot I Joists 4 - To avoid splitting, no more than 2 toe nails shalt be Installed on each side Glass Estimated deflection at 120 mph design wind speed at7 . Strength axis I or blocking (face nailed) 15' height for shutters with 2x4's at 16' o.c. of n rafter or ceiling Joist when fastened ton 20 top plate or 3 toe maks Window and Glass Protection 3/16' x 3' lag screws FLOOR FRAMING In each side when fastened to a 2x6 top plate. with fender washers Joist to slit, t ate or girder (toe nailed) 4 Bd 4 10d r Joist Table 1 top plate 11I Pe .Jai APA Panel Approximate Maximum shutter span A A Steps In Constructing Shutters span rutin we ht abs/fte) 24 36 48 60 72 84 96 Bridging to Joist (tae Wolfed) 2 Bd 2 loci each end Maximum span without stiffeners Blocking 12d nulls at 6' ac 32/16 1.5 0.2 0.2 0.3 0.4 0.5 0.8 - 1 - Review tablkes 1 and 2 In the Blocking to Joist (toe nailed) 2 8d 2 Slid each end Approximate deflection (In.) at 40/20 2 0.2 0.1 0.2 0,2 0.4 0.7 1 1.1 Design Considerations section to APA Panel Approximate Maximum 120 mph design wind speed 48/24 2.4 - - 0.1 0.2 0.3 0.6 1.0 g Figure 2 Blocking to slit or top plate (toe nailed) 3 16d 4 16d each block span rutin we ht abs/ftp) shutter s nn nt 15' he ht Section A-A determine if stiffeners are needed. 9 48 o,c, 2.6 - - 0.1 0.1 0..3 0.5 0.9 ttach stiffener as shown In Figure Ledger strip to beam (face nailed) 3 16d 4 16d each Joist 32/16 1.5 30 0.5 General Notes: g Shutter attachment - view from outside 40/20 2 36 0.5 2. Joist on ledger to beam (toe nailed) 3 8d 3 loci per Joist Window and glass protection shall meet ASTME 1886-97 and ASTME 48/24 2.4 48 0.9 The Engineer will not have control or charge of 2 - Cut APA WOOd structural panals 1996-99 paragraph 6, or structural shutters with attached hardware g g With adequate edge overlap to Band Joist to Joist (end naked) 3 16d 4 16d per Joist 48 o.c. 2.6 72 1.5 and will not be responsible for construction q g P 1 provided. Details meet or exceed the requirements of The New York State means, methods, techniques, sequences and receive nails. Orient long panal #2 2x4 Band .Joist to slit or top plate (toe nailed) 2 16d 3 16d per foot Building Code. IE I I I I I programs In connection with the work. axis (strength axis) of the panel • ROOF SHEATHING 1 - The contractor shall give all notices and as shown in Figure 2. APA Structural panels 8d Lod (see table 3,10) comply with all laws, ordinances, rules, 3 - Use a long brad or finishing structural regulations and lawful orders of any public nall to locate the framing behind panel I . CEILING SHEATHING authority bearing on the performance of the the wood siding. The nails used to I • Gypsum wallboard 5d coolers 5d coolers 7' edge/10' field work and shall promptly notify the Engineer Attach the shims and the shutters mustI ri WALL SHEATHING If the drawings and specifications are at hit the framing to be fully effective. variance therewith. 4 - Nall shims to the framing with Structural panels Boliool (see table 3.11) 2 - Owner and contractor shall Indemnify and 12d nails. Use 16d nails for shims Fiberboard panels Table 3.7 Header Connection Requirements for Wind Exposure B hold harmless the Engineer and their agents over 3/4' thick. For spans u to and employees from all claims, damages, losses P P 7/16 3 6d 3 edge/6' field Dead load assumptions, roof/ceking assembly DL = 15 psi' U = Connector uplift load and expenses Including but not limited to attorney 5 feet, space the nails 6' o.c. at Table 3.10 Roof Sheathing Attachment Requirements for Wind Loads fees arising out of or resulting from the each Shim. For Spans over 5 feet 25/32' Bol 3' edge/6' field L = Connector interni fond (perpendicular 9 9 Ex B Three Second Frust 111110Three � Ye second t 110 12o performance of the work provided that any space nails 4 Exposure O.C. at each shim. Gypsum wallboard 5d coolers 5d coolers 7' edge/10' field p Wind Speed (mph) to the wall).Wind Speed (mph) such claim, damage, loss or expense (1) Is attributable (Figure 3a and 3b) Required capacity 1 - Tabulated lateral connection requirements shall be permitted to bodily Injury, sickness, dlseaseor death or to FLOOR SHEATHING Structural Sheathing E F E F q P y of connection at each end q 5 - Attach the shutters with 9 L e Injury to or destruction of tangible property of header (lbs.) to be mullplled by 0.75 and 0.92, respectively, for framing (other than the work Itself) Including double headed Halls. Use 12d Halls Structural panels �3 g the loss Strength axis Sheathing Location Rafter / Truss Spacing Roof Span Header Span Lls'4 L LPA L not located within 8' of bukdln corners of use resulting therefrom and (2) Is caused In for shutters up to 3/4 thick and 1 or less Bol loci 6 edge/12' field g 16d Halls for shutters over 3/4' (Includes o.c.) (ft) (ft) whole or In part by any negligent act or omission thick. For spans u to 5 feet greater than 1' loci 16d6' edge/6' field Interior Zone 12 6 12 6 12 2 127 132 165 157 2 - Tabulated framing loads assume a building located In Exposure B of the contractor, any sub-contractor, anyone P � P ' 12d double headedi�� 3 - Tabulated uplift requirements assume a roof and telling directly or Indirectly emplowed by any of them space the nails 6 o.c, at each end nails at 6' os. 16 6 12 6 12 4 255 265 331 315 or anyone for whose acts any of them may be of the shutter panel. For spans I - Nailing requirements are base on wall sheathing nailed 6' ac. of the panel y p p p unable, regardless whether or not It Is caused P P (malls at 4 o.c If shutter assembly dead load of 9 psf (0.6 x15 psf = 9 psf) • 19.2 6 12 6 12 6 382 397 496 472 over 5 feet space nails 4 O.C. at over 5' long edge. If wall sheasthing Is nailed 3' ac. at the panel edge to obtain higher 4 - Tabulated uplift loads are specified for headers supporting by a party Indemnlf led hereunder. each end of the shutter panel. 24 6 12 6 12 8 510 529 661 630 3 - All codes and regulation of NYS Building Code Nailing the panel on all 4 Sides, shear capacities, nailing requirements for structural members shall be doubled, 8 2 12 roof assembly. When calculating uplift loads for headers supporting shall govern over all construction and Installation. Instead of just the 2 ends, will P Perimeter Edge Zone 12 6 12 6 12 10 637 661 827 787 J or alternative connectors such as shear lutes shall be used to maintain 2 floor loads, the tabulated uplift fonds shall be permitted to be reduced 4 - All concrete to be minimum 3500 PSI at 28 days, further limit deflection and maximize16 6 12 6 6 12 765 794 992 944 5 - Alt footings to bear on virgin soil pressure the load path. 2 6 6 6 14 892 926 1157 1102 strength. 19. by 30 pif times the header span for each full wall above. assumed bearing capacity of 2 tons/Sq Ft 6 - Any permanently Installed 6 2 - When wall sheathing Is continuous over connected members, the tabulated 3 3 3 6 - All framing and sheathing shall be grade 3 hardware, Shims or fastening number of nails shall be permitted to be reduced to 1 -0 16d nail per foot. 24 6 6 6 6 16 1020 1058 1323 1259 stamped, devices must be Installed Gable endwall rake or rake truss wAookout block 63 63 4 4 2 202 132 264 157 7 - All Interior partitions shall bear on double 3 - Corrosion resistant 11 gage roofing nails and 16 gage staples are permitted, Gable endrnll rake or rake truss w/o rake overhang floor ,joists or as noted. using standard, acceptable ng 6 6 6 6 4 404 265 528 315 8 - Floor, ceiling ,Joists to be Douglas Fir, FB = methods of waterproofing. All check IBC for nddltionat requirements. 875 E = 1.6M or G-P ,Joists as noted, abandoned holes must be sealed. Board Sheathing 6 605 397 792 472 9 - All sub-flooring shall be CDX 3/4' minimum 7 After fabrication mark each shutter for Sheathing Size Rafter/Truss Spacing Minimum number of 8d common nalls or 10d box 24 8 807 529 1056 630 T iCal Lateral Framing Connections (Nailing) thickness. All edges to be set on solid blocking Location and orientation (inches o.c.) nails per support yP 9 g glued and nalled, 10 - Wall sheathing 8 - If shims are to be left In place, use 10 1009 661 1321 787 g shall be 7/16' minimum. galvanized nails and finish Like siding or 1x6 or 1x8 sheathing 12 - 19.2 2 3 12 1211 794 1585 944 11 - Sheathing shall be nailed per the requirements exterior trim 140 or larger sheathing 12 - 19.2 2 3 14 1314 1926 1849 1102 Cross Section End View of the New York State Building Code. 12 - Solid blocking shall be provided for all ,Joists. Table 3,9A Rafter/Ceiling Joist Heel Joint Connection Requirements 16 1614 1058 2113 1259 Walls at mid point. Allow 2' air space for roofs. E - mall spacing nt panel edges Cin.) 2 277 132 364 157 �, lit, 13 - Alt studs shall be nailed with galvanized nails (Prescriptive alternative to table 3.9) Pp per the requirements of the NYS Building Code. F - Nail spacing at Intermediate supports In the panel field (in.) 4 554 265 728 315 14 - All flush wood connectors shall be fastened with I - For sheathing within 4 feet of the perimeter edge of the roof 6 832 397 1092 472 rated galvanized metal Simpson connectors. Dead Load Assumptions Roof Assembly DL. = LOpsf _ 15 - All pre-engineered lumber shall be Installed as per Including 4' on each side of the roof peak, the 4' perimeter edge zone 32 8 1109 529 1457 630 Ceiling Beam ;•�• manufacturers specifir_ntions, Roof Uve Load 20 psf Ground Snow Load 50 psf attachment requirement shall be used. 10 1386 661 1821 787 16 - All electric work shall comform to latest revision Table 3.6A Ridge Ternslon Strap Connection of the Natlonal Electrlc Code. Requirements for Exposure B 2 - Tabulated 12' ac. nail spacing assumes sheathing attached to 12 1663 794 2185 944 17 - All plumbing work shall comply with NYS Building Code. Required number of 16d common or 40d box nails (Prescriptive alternative to Table 3.6) rafter/truss frardn members with G more than ore of to 0.49. For 14 1941 926 2549 1102 18 - Kitchen and Bath to have exhaust fan as per NYS per heel Joint connection>�.MA a g - Building Code. Rafter Slope Rafter Spacing 12 24 36 12 24 36 Dead Load Assumptions (Roof Assembly DL = 10psf framing members with 0.42 less than or equal G and less than or equal to 16 2218 1058 2913 1259 19 - Domestic hot, cold and heating water pipes to be Insulated with 1/2' thick pipe Insulation (In,) Three Second Gust 110 120 0.49, the nail spacing shall be reduced to 6' ac. 20 - Provide clock type daytime thermostat, 12 4 7 30 6 11 17 Wind Speed (mph) 3 - Tabulated 6' ac. nail spacing assumes sheathing attached to N 21 - Doors and windows to be Insulated glass. 3112 16 5 9 13 a 15 22 Roof Pitch Roof Span Number of 8d common or 10d box nailsrafter/truss framing members with G more than or equal to 0.49, For Table 3,8 Window Sill Plate 22 - Entrance doors to Conform to 2010 NYS 19.2 6 11 16 9 18 27 (ft) In each end of 1 - 1/4' strap Energy Conservation Construction Code Connection Requirements for 24 7 13 19 11 22 33 i2 framing members with 0.42 less than or equal G and less than or equal to 23 - Provide smoke detectors as per NYS Building Code, 12 3 5 8 5 9 13 Wind Exposure B 24 -Provide 2-2x12 headers over an window or door 16 2 3 0.49, the nail spacing shall be reduced to 4' ac. y 412 16 4 7 10 6 11 17 openings unless otherwise noted, 19.2 4 8 12 7 14 20 20 3 4 Three Second Frust 110 120 4 - Tabulated 4' o.c. Holt spacing assumes sheathing attached to 25 - All headers 6' or larger must have double support 312 24 3 4 Wind Speed (mph) Floor Joist studs, 24 5 10 is 9 17 25 28 4 5 rafter/truss framing members with G less than or equal to 0,49. For Window SRI. Span Required lateral capacity of 26 - Openings for emergency use shall Include doors or 12 3 4 6 4 7 10 32 4 5 framing members with 0,42 more than or equal G and less than or equal to (ft.) connection at each end of operable parts of windows located as to provide 542 16 3 6 8 5 9 14 36 15 6 0.49, the null spacing shall be reduced to 3' os. window slit plate (lbs.)L a unobstructed egress to legal open spaces. Such openings 19.2 4 7 10 6 11 16 12 2 2 2 132 157 shall not Impede egress In an emergency, shall have a 24 4 e 12 7 14 20 16 2 2 5 - Tabulated nail spacings assume a building located In Exposure B 0 minimum area of 5,7 square feet, With a minimum opening 12 3 3 5 3 5 8 20 2 3 1 1 4 265 315 height of 24' and a minimum opening width of 20'. Bottom 712 16 3 4 6 4 7 10 412 24 3 3 N of opening no higher than 3'6' above finished floor In 19.2 3 5 7 4 8 12 28 3 4 6 397 472 all above grade stories. 24 3 6 9 5 10 15 32 4 4 8 529 630 27 - Engineer Is not engaged for supervision In any 36 4 5 capacity unless otherwise noted, 12 3 3 4 3 4 6 10 661 787 28 - All glass within 18' of finished floor shall be safety 9112 16 3 3 5 3 5 8 12 1 2 12 794 944glass. 19.2 3 4 6 3 6 9 16 2 2 24 3 5 7 4 8 11 20 2 2 14 926 1102 512 24 2 3 16 1058 1259 Floor Joi t Additional Notes: 12 3 3 3 3 3 5 28 3 3 I e e Protection - The roof of this 1212 16 3 3 4 3 4 6 32 3 4 1 - Tabulated uplift and lateral connection requirements shall be permitted UNAUTHORIZED ALTERATION OR ADDITION 19.2 3 3 4 3 5 7 36 3 43TO THIS PLAN IS A VIOLATION OF structure shall have an ice barrier that 24 3 4 5 3 6 9 Table .11 Wall Sheathing and Cladding Attachment Requirements for Wind to be multiplied by 0.92 for framing not located rlhln 8' of building corners SECTION 72080FT�lr Consists of a self-adhering polymer mer 12 1 2 2 - Tabulated nails act assume a build) located In Exposure B EDUCATION LAW NEW YORK STATE P Y 1 - Nniling regirements shall be permitted to be reduced 25X If the nails are 16 2 2 Loads - Exposure B spacings � P modified bitumen sheet in lieu of normal clinched. 20 2 2OF THIS underlayment and extend from the eave's 2 - Heel Joint connections are not required when the ridge Is supported by 612 24 2 3 COPIES IONALENGINEERSIEARI�� DRAWN BY KYLE RUNS edge to a point at least 24' inside the a load bearing watt, header or ridge beam designed to resist the applied toads, 28 2 3 Tree second rest no I� PROFESSIONAL ENGINEERS INKEDSEAL ARCHITECTURAL DESIGN 9 P 3 - When Intermediate support of the rof ter Is provided by vertical struts 32 3 3 Wind Speed (mph) OR EMBOSSED SEAL SHALL NOT BE 631 E 1 5327 exterior wall line of the building, or purlins to a load bearing wall, the tabulated heel Joint connection 36 3 4 Structural Sheathing E F E F CONSIDERED TO BEA VALID TRUE COPY SCALE 1/4' - ' ' requirements shell be permitted to be reduced proportionally to the reduction Smoke Detectors shall be installed in the In span. 12 1 1 Sheathing Locations Stud Spacing ytP 4 ` Equivalent connections are required for ceiling Joist to ceiling Joist is 2 2 (Includes o.c.) following Locations; a P P 20 2 2 1 - In each sleeping room 5 - Tabulated heel Joint connection requirements do not Include the additional 712 - 1242 24 2 2 Interior Zone 12 6 12 6 12 Climatic and Geographic Design Criteria 's 2 - Outside of each separate sleeping weight of the ceiling assembly. 28 2 3 6 - Tabulated heel Joint connection requirements assume telling Joists 32 3 3 16 6 12 6 12 area in the Immediate vicinityof the 36 3 3 24 6 12 6 12 Ground snow fond 45 pounds Rafter/Ceiling .�Olst to Top Plate Lateral b or rafter ties are located at the bottom of the attic space, When ceiling Wind 120 mph and Shear Connection Requirements bedrooms, Joists or rafter Iles are located higher In the attic space, no attic storage Perimeter Edge Zone 12 6 12 6 12 q 3 - ❑n each additional story of the Is assumed and the tabulated heel Joint connection requirements shall be 1 - Tabulated connection requirements shall be permitted to be multiplied by Seismic design category B (Prescriptive Alternative t o Table 3,3) 0 16 6 12 6 12 ,'�A Increased by the following factorsi 0.70 for framing not located within 8' of building corners. i, dwelling, 24 6 12 6 121 Weathering severe � � Ceiling Height/Roof Ridge Heel Joint Connection 2 - Tabulated ridge connection loads assume a building located In Exposure B. Frost line depth 3 feet Table 3.3A ESSIo Carbon Monoxide shall be installed on all Height (Hc/Hr) Adjustment Factors 3 - Tabulated connection requirements are based on total uplift minus 0.6 Termite Moderate to heavy PROP❑ ONE STORY levels where sleeping quarters are 1/2 2 of the roof assembly dead load (0.6 x 10 psf), Board Sheathing or Lap Siding Decay Slight to moderate Fastest Mile Wind Speed (mph) ADD ITI TO SINGLE FAMILY Located and in accordance with Article 10 1/3 1.5 4 - Tabulated connection requirements are based on a 12' ridge strap spacing RESID TIAL HOUSE - 1/4 1.33 Winter design temperature 11B of the Suffolk County Sanitary Code and Sheathing Size Rafter/Truss Spacing Minimum number of 8d common nulls or loci box PROPOSED DECK AND ENTRY 1/5 1.25 for different ridge strap spachg, multiply the tabulated values by the (Inches o.c.) nails per support Ice shield underlayment requirement Yes LANDING j the Carbon Monoxide Alarm Standards. 1/6 i,2 following multiplier - 16' o.c. 1.333, 19.2' o.c. 1.60 110 120 Additional Notes, 1/10 1.11 1x6 or 1x8 sheathing 12 - 24 2 2 Flood hazard Not In Flood Zone 5 - When tabulated number of nails required In each end of the strap Is CHANGES TO INTERIOR OF AS Light, Ventilation and Heating1x10 or Larger sheathin 12 - 24 3 3 BUILT ACCESSORY STRUCTURE Note'Lateral deflection of the rafter below the rafter Iles may exceed equal to 1 and the framing is attached In accordance with table 31, the ridge Number of Bd common Halls 3/4' when rafter ties are located above 1/3 of the ridge height,Hr, or when Rafter/Gelling Watt Height (toenails) required In each rafte - AS BUILT DECK All habitable rooms shall be provided He Iseater than 2' and require additional consideration, strap and additional nailing Is not required, E - nail spacing at panel edges (in.) Minimum Spacing cin gr may re q Minimum Uniform Design Loads P 9 In feet and/or telling ,foist to top with aggregate glazing area of not 6 - When a collar tie Is used in lieu of a ridge strap, the number of 10d F - Nail spacing at Intermediate supports In the panel field (In.) In Inches plate connection GE❑RGIOU RESIDENCE less than 8% of the floor area of common nulls required In each end of the collar tie need not exceed the I - For wall sheathing within 4' of the corners, the 4' perimeter edge 2800 Y❑U NG S AVENUE Live loads12 8 10 3 3 SOUTHOLD NY i such rOOms. The minimum o p e n a b l e tabulated number of 8d common nails In a steeel strap, or the number of 12d zone attachment requirement shall be used. % H" Rooms other than sleeping 40 psf area to the Outdoors shall be 4 box pols In each end of the collar tale need not exceed the tabulated number 2 - Tabulated 12' o.c. null spacing assumes sheathing attached to DRAWING TITLES i T T 8 of the floor area being ventilated. i I I of 10d box nails In a steel strap, stud framing members with G more than or equal to 0.49. For Sleeping rooms 30 Decks 40 16 3 3 NYS WIND CODE COMPLIANCE 10 3 4 See each room in plans f or e o m p l i a n e e He 7 - 1 - 1/4' 20 gage ridge strap shall The of ASTM A653 grade 33 steel or framing members with 0.42 less then or equal G and less then or equal Attics with storage 20 equivalent to 0.49, the nail spacing shall be reduced to 6' o.c. 24 0 5 5 ®CONSTRUCTIIDN Dead londsi (actual weight of materials) ®PERMIT 3 - For exterior panel siding, galvanized box nails shall be permitted to Floor construction 10.7 psf be substituted for common nails. 10d box nails sheall be permitted to be substituted for 8d comman nails D❑ NOT SCALE THIS Watt construction 9.6 When ceiling ,Joists are Installed parallel to the rafters, the sum of the PRINT - USE FIGURED i 4 - Tabulated nail spacings assume a building located In Exposure B. Roof construction 11.3 toenails In the rafter and ceiling ,Joist shall equal or exceed the tabulated DIMENSIONS ONLY i number of nails required. I To avoid splitting no more than 2 toenails shall be Installed In each side of SHEET NUMBER A-5 a rafter or ceiling ,Joist when fastened to a 2x4 top plate or 3 toenails Snow toad 45 psf In each side when fastened to a 2x6 top plate, FILE NUMBER GGNC121520115 DATE - 12/15/2011