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Home My WebLink About44695-Z i Town of Southold 1/30/2021 P.O.Box 1179 ca 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41796 Date: 1/30/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 800 West Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 110.-5-44 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/6/2020 pursuant to which Building Permit No. 44695 dated 2/14/2020 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: additions and alterations including conversion of garage to living space finished basement(playroom and bathroom) and finished attic storage space to an existing 4 bedroom single family dwelling as applied for The certificate is issued to Roditis,Nicholas&Kaliopi of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44695 10/20/2020 PLUMBERS CERTIFICATION DATED 12/23/2020 's Plumbing&1hating Inc. h ' d Signature SOFod,VTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE P� • SOUTHOLD, NY y 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#: 44695 Date: 2/14/2020 Permission is hereby granted to: Hopkins, Conrad & Deborah 25 St James St N Garden City, NY 11530 To: make additions and alterations to an existing single family dwelling as applied for. At premises-located at: 800 West Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 110.-5-44 Pursuant to application dated 2/6/2020 and approved by the Building Inspector. To expire on 8/15/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,034.00 CO -ALTE WELL $50.00 Total: $1,084.00 Building Inspecto Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with 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 1. 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 Dat_\4 New Construction: Old or Pre-existing Building: (check one) Location ofPropei� �0o W`ST (Rom C'ck.�o 11 N� House No. n Street Hamlet Owner or Owners of Propels- t1 N l�k 1`0A.A5 Suffolk County Tax Map No 1000, Section Block Lot Subdivision +� r_ Filed Map Lot: Permit No. "4 K7 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval- Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check o Fee Submitted: $ Applicant Signature building IDevartmemt ARylki ion AUTHORMATION (Where the Applicant is not the Owner) residing at & ,�A y f r[a- o& (Print property owner's name) (Mailing Address) Ito 3 d do hereby authorize 056P A Livij (Agent) to apply on my behalf to the Southold Building Department. 0 16 (Owner-'s Signature) (Date) I-N2 � ( ®o < � S (Ptint Owner's Naive) CONSENT TO INSPECTION I k ZA"O l k !7(s ,the undersigned, do(es)hereby state: Owner(s)Name(s) That the undersigned(is)(are)the owner(s)of the premises in the Town of Southold, located at E6 cx> LQ&5 which is shown and designated on the Suffolk County Tax Map as District 1000, Section 11 t3 ,Block 5 ,Lot '49 That the undersigned(has)(have)filed, or cause to be filed,an application in the Southold Town Building,Inspector's Office fort the,following: Re�eu«hwti A i a4►�� -� �1J31 f SCct '��JJr. �Illl l ngl�l�n That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property,including any and all buildings located thereon,to conduct such inspections as"they may deem.necessary with respect to the aforesaid application,including inspections to determine that;said premises comply with all of the laws, ordinances,rules and regulations of the Town of Southold. The undersigned,in consenting to such inspections,do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws,ordinances,rules or regulations of the Town of Southold. Dated: 0 i p 1 -IV (Signature) n I C-1+0�-r e`0-7 1; /S "igne Ka tint Nam �S 1 Town Hall Annex "F ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �® roper.richertCD-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Hopkins (Roditis) Address: 800 West Rd City: Cutchogue St- New York Zip. 11935 Budding Permit* 44695 Section 110 Block: 5 Lot: 44 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Wright Electrical Corp License No: 43457-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 88 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 7 Smoke Detectors 6 Main Panel A/C Condenser Single Recpt Recessed Fixtures 79 CO Detectors Sub Panel A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances dw Dryer Recpt20a Emergency Fixtures Time Clocks Disconnect Switches - 78 Twist Lock Exit Fixtures 11 TVSS Other Equipment' 5-combination smoke / co detectors, 5-bath fans, 3-paddle fans, 1-gas range, 1-range hood, 17-ARC fault circuit breakers Notes* Inspector Signature: Date: October 20 2020 81-Cert Electrical Compliance Form.xls h0��SU�jjyol0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 0 Southold,NY 11971-0959 µ� l�2_' )t-a j ff BUILDING DEPARTMENT r TOWN OF SOUTHOLD � �✓� DEC 3 0 2020 a� CERTIFICATION 1 Date: Z 23 2-0-210 4 ti i Building Permit No. 4"1 (o 1 Owner: V C gg- (Please print) Plumber: -S-s �L„w,1o;�, ��-e�.k;v�y Lnc_ i (Please print) f i I I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i f ' 1 (Plumbers Signature) Sworn to before me this day of , 20.2c) Notary Public, �01K—County i i RONALD E REATHERFORD Notary Public-State of Newyork NO 01RE6207490 Qualified in Suffolk County 21 My Commission Expires Jun 15,20 Peter T.Podlas -'-j Architect i j P.O.Box 1058,4 Laila Lane j Remsenburg,NY 11960 Telephone: 631-325-0929 DEC 3 0 2020 Fax:631-325-1323 www.peterpodlas.com December 22, 2020 Southold Building Department Re: Site visit for Roditis residence, 800 West Road, CutchogueNY SCTM# 1000-110-5-44 Dear Building Department: I certify my submitted 11/12/2020 as built drawings reflect the changes as observed visually from my 11/9/2020 site visit. Thank you. Best regards, o �Le U Peter Podlas, President PTP:gr Enc. �,pE SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [vorROUGH PLBG. [ lOFSWNDATION 2ND [ ] INSULATIOWCAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH);- [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �a O6 -2.0 INSPECTOR I ' _J %f SOplq TOWN OF SOUTHOLD BUILDING DEPF. °`y�ournv ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE'SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) A [ ] CODE VIOLATION }�a�s'� ] PRE C/O REMARKS: A-AA- JAet -he z 4— Cf z DATE ,INSPECTOR ,�, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION = [ ] FOUNDATION 1ST [ ]�INSULATIOWCAULKING- FRAMING UGH PLBG. [ ] FOUNDATION 2ND [/STRAPPING [ ] FINAL [ ]" FIREPLACE & CHIMNEY [ ] FIRE SAFEW-INSPECTION [- ] FIRE RESISTANT_CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) , [ ] CODE VIOLAT N [ ] PRE C/O olA REMARKS: pa DATE07 /3 INSPECTOR '�` 'of So TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION IST ROUGH PL13G. 'FOUNDATION 2ND INSULATIOWCAULKINd ' FRAMING /STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY]NSPECTION -FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: DATE 101171t:112-0 INSPECTOR ��' qq�q ISO # # TOWN OF SOUTHOLD BUILDING DEPT. °�ycou765-1802 INSPECTION { [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ],,WgULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PcR,E, O REMAR S: I d� 94 Y r DATE ,�* INSPECTOR Delfino Insulation Co., Inc. 317 Burman Blvd,Calverton,NY 11933 CERTIFICATE OF INSULATION JOB INFO: Dunn Development&Construction DATE OF INSTALLATION: 07/08/20 800 West Road Cutchogue,NY 11935 2X6 Closed Sloped Ceilings 2X4 Open Flat Ceilings INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM Q CLOSED CELL FOAM 4.5" R-30 ❑ CLOSED CELL FOAM ❑ FIBERGLASS Q FIBERGLASS 10.25" R-38 ❑ CELLULOSE ❑ CELLULOSE 2X10 Closed Flat Ceilings 1st Floor Exterior Ceiling INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 10.25" R-30 Q FIBERGLASS 10.25" R-30 ❑ CELLULOSE ❑ CELLULOSE 2x4 Exterior Walls 2x6 Exterior Walls INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 3.5" R-15 Q FIBERGLASS 6,5" R-19 ❑ CELLULOSE ❑ CELLUL05E Boxends Cellar Walls INSULATION TYPE INCHES R-VALUE INSULATION TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 6.5" R-19 0 FIBERGLASS 3.5" R-13 ❑ CELLULOSE ❑ CELLULOSE FIRE CAULKED TO CODE DATE OF INSTALATION: 07/07/20 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION- I] AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: 07/08/20 ❑ IGNITION BARRIER TO CODE DATE OF INSTALATION: ❑ THERMAL BARRIER TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standardsandregulations. V UTHORI IGNATURE • • • • COMMENTS LL�„Y{x FOUNDATION(IST _ ------------------------ Lie P,r.67 ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE �) i �. T� 1►' / i��. ENERGY • I �) AAM la ow Ulm Fri MAMMA ADD OMMENTS a 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 -1 �� Survey South oldtownny.gov PERMIT NO. -1 (. Check Septic Form MY S.D E.C. Trustees C.O.Application Flood Permit Examined /_,20 Single&Separate Truss Identification Form QStorm-Water Assessment Form Contact: Appioved ,20 Mail to: Disapproved a/c ful AffyS �d .LR f f( 4yp�� hone: Expiration 20 .... s. ` Building In pector •. APPLICATION FOR BUILDING PER F E 6 ® 6 2020 Date 2 2-0 2y , 20 INSTRUCTIONS a. This app licafion 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. i I (Sign e of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder hv- Name of owner of premises Vq f (As on the tax roll or latest deed) If^applicant is a corporation;signature/of duly authorized officer (Name and titl`e•of corporate officer) Builders'License icerise No. S L , Li C C-r - 3 Plumbers License No. p 10'j I Electricians License No. /L! E Other Trade's License No. 1. Location of land on whichroposed work wi be d ne: r House Number Street Hamlet County Tax Map No. 1000 Section Block Lot �� Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _S« _C 6 �- (S✓1Se lm b. Intended use and occupancy 04,11dZn Pad hoUSG � a Ar% � 3. Nature of work(check which applicable): New Building "11 ,1* Addition Alteration Y e 5 Repair k Removal yG Demolition y c 1 Other Work (Description) 4. Estimated Cost Fee (To be paid on filing thisapplication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 2ex,� 6, CL�( •e dro `1 Vlkc 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing strictures, if any: Front 41 Rear Depth -30 Height Number of Stories 2 A- Dimensions of same structure with alterations or adfiitions: Front Rear bey Depth 3') Height encq ) i1w c ft- Number of Stories 2. 8. Dimensions of entire new construction: Front d Rear Depth_ -30 Height Number Number of Stories 2 tl�(rKr 9. Size of lot: Front �S Rear S� Depth ZSR 10. Date of Purchase Id Name of Former/Owner 11. Zone or use district in which premises are situated U `" Uu 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO \C Will excess fill be removed from premises?YES NO 9C 14. Names of Owner of pre isesMr 4A(,, i A,I"rnS Address �y alIli ho''��}}e No. V 6 J'S 36�G Name of Architect 6 �j� Address,too 3��c /v s'n ``k lio�i� o�1 G 3 3�r oSZy Name of Contractor `�k el p/J/e Address 3f /rnNy� 0-ct 0ga-rPhone No. y(A 3/1f 3 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—K-- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ( ) O h /1 being duly sworn, deposes and says that(s)he is the applicant (Name ok individual signing contract) above named, CONNIE D.BUNCH I Notary Public,State of New York (S)He is the d- �'' No.01 BU6185050 (Contractor,Agent, Corporate Officer, etc.) Qualified inbUffOlKCounty Commission Expires April 14,2a0 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. Sw�or to before me th� �• day of I Lh 20 vP Notary Public Signature Applicant Ug-26-15;11:4/ 2593445 Tnwn Hall Annex Takphoua(031)765-1848 S487S Main hood rk gr.rioherfl� iso10 d.nv.ug P.O.&�1179 Southold,NY 119714959 BUIM G DEPARTMENT TOWN OF SOUMOLD APPLICATION PORELECTPJCAL INSPECTION REQUESTED BY: Date: 1 3 20 zo Company Name: P11 W Y V j Name: - License No.: Address: 12-90 �- I a r d cry '2 d cr•tid e�b IJ�I I l 5 /. Phone No.: 6 31 3 S 3 -3 9 k 1 JOBSITE INFORMATION: (*Indicates required information) *Name: j v z t--�vs IZocl��t S *Address: `ti OU UTJ F TIT CO- rELZ09:.�: - *Cross Street: *Phone No.: Permit No.: 9 4 6 g Tax Map District1000 Section: i i o Block:5 Lot ti *BRIEF DESCRIPTION OF WORK(Please Print CiearlY) 12-e n ov w-I i or, For Ash- , Z-e a �1 o or o j w1 r ft ?I Is 4plw.9e Circe A41 That Apply) *Is job ready for inspection: e09DS- NO I Final *Do you need a Temp Certificate: YES M r Temp Inftcsmatiom(If needed) "Set1{1k:8 Sim: 9 Phase 3Phase 700 150 200 300 350 400 Other *New Service: Re-connect Undwgrcuind Number of Meters Change of Service OvarFtead Additional information: 11 PAYMENT DUE WITH APPLICIATION ea J,e. S� Le,e�� roc Imo- .1-r5 2G�rU�'1 - --Fp l' - � l�' c� .r%S�eA b w�2r�u�� i2eV1fl. a�r� 82,kegast for inmecWn,Form - - P 4- - -4qA5 _P BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS (INDIVIDUAL OR CORPORATION) FORM 8007 CAUTION THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR LER AND—, PURCHASER BEFORE SIGNING THIS INDENTURE,made as of January 3,2020 } '�t C. t°r' between l ' F E B 1 9 2020 CONRAD HOPKINS AND DEBORAH HOPKINS,husband and wife,residing at 25.St James No,Garden City,New York 11530 party of the first part,and NICHOLAS RODITIS AND KALIOPI RODITIS,husband and wife,residing at 67 Mayfair Lane, Manhasset,New York 11030 party of the second part, WITNESSETH,that the party of the first part,in consideration of Ten Dollars and No Cents($10.00),lawful money of the United States,paid by the party of Elie second part,does hereby grant and release unto the party of the second part,AeLheirs or success'ors,aiid,assigns of the'party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lying and being in the SEE SCHEDULE A ATTACHED HERETO BEING the same premises conveyed to Grantor herein by Deed dated November 16,2009 and recorded on November 30,2009 in Liber 12607 Page 744 in the office of the Suffolk County Clerk. PREMISES also known as 800 West Road,Cutchogue,New York 11935. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose., The word"patty"shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. CONRAD i0 KIN -- DEB HOPKINS'_ IN PRESENCE OF: Acknowledgment by a Person Within New York State(RPL§309-a) STATE OF NEW YORK ) )ss'.: COUNTY OF NASSAU ) On the 3RD day of JANUARY,2020,before me,the undersigned,personally appeared CONRAD HOPKINS AND DEBORAH HOPKINS,personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that they executed the same to their capacity(ies),and that by their signature(s)on the ins . n,,he individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument, BAVM DAUER,, IYotory Public,-State-of Now York No6 (ss aue"and officeo individual taking acknowledgment) olsinWehesterlCmmaioa xPires uy 20ryry2 BARGAMAND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS Title No KGF-1278-S' Section 110.00 Block 05.00 HOPKINS Lot 044.000 To County or Town SUFFOLK RODITIS Street Address 800 WEST ROAD CUTCHOGUE,NY 11935 Return By.MailTo: `GEORGE'MAGRIPLES,ESQ. MAGRIPLES&ASSOCIATES,LLC 21-71 STEINWAY STREET ASTORIA,NEW YORK 11105 Reserve This Space For Use Of Recording"-Office K&G Abstract,Inc. as Agent for Fidelity Title Insurance Company SCHEDULE A(Description) Title Number.KGF-1278-5 ALL that certain plot,piece or parcel of land with the buildings and improvements thereon erected,situate, lying and being in the Town of Southold,County of Suffolk and State of New York,being bounded and described as follows: BEGINNING at a point on the northerly side of West Road distant 160 feet easterly from the comer formed by the intersection of the easterly side of Holden Avenue with the northerly side of West Road; RUNNING THENCE North 26 degrees 16 minutes 50 seconds West a distance of 250 00 feet; THENCE North 65 degrees 22 minutes 40 seconds East a distance of 150.00 feet; THENCE South 26 degrees 16 minutes 50 seconds East a distance of 250.00 feet to the northerly side of West Road; THENCE along the northerly side of West Road South 65 degrees 22 minutes 40 seconds West a distance of 150.00 feet to the point or place of BEGINNING. TOGETHER with a non-exclusive interest in and to the privilege of using fifteen(15)foot Right of Way to the beach between the properties now or formerly of William E.Brown and William H.Ward. Schedule A(Description)Page 1 of 1 SYMBOL LEGEND El MONUMENT FND FIRE HYDRANT © GAS METER FE. FENCE 0 I.P. /I B. FND ® MANHOLE ® WATER METER MAS. MASONRY ® I.P. /I.B. SET 03 "A"-INLET pQ GAS VALVE PLAT. PLATFORM wv *Yp3•55 SPOT ELEVATIONS 9M "B"-INLET WATER VALVE W W. WINDOW WELL �-- TRAFFIC SIGNAL POLE 'E'-INLET TEST HOLE B/W BAY WINDOW 71) UTILITY POLE ® YARD INLET TREE C/E CELLAR ENTRANCE >— GUY WIRE ® YARD INLET SHRUB 0/H OVERHANG UTILITY POLE W/LIGHT ® CABLE TV BOX B BOLLARD R/0 ROOF OVER LIGHT POLE ® A/C UNIT A WETLAND FLAG L.S.A LANDSCAPED AREA SIGN © ELECTRIC METER CANT CANTILEVER D.C. DEPRESSED CURB TAX LOT 26 LAND N/F OF 9 RAYMOND J. CASSIDY 0 11T65°22°40"E FEN 0." "�,'. 3.24 150.DO 0.1' FEN 0.5'+ 4'CHAIN LINK FEN FEN 0.8L.S. "11.5' II c1l 0 TAX LOT 48.1 O LAND NLESLIE S. OF TAX LOT 44 I cq AND MARTIN H. PEARL i FND. 1 MON. " 1 LAND N/F OF KATHLEEN FRALEIGH W i TAX IAT 48 I < EOC r (25") MAS RET WALL BLOCKS (42') o— FEN HOT XT's" - > - I 1 1 42.0' ;;:r. TUB MON,. (COVERED) 63.9' .® IN-GROUND POOL .;' 3 (45'x24') HEDGES cy LOT _ -- ^>NAS � v PA O_;' -FILTER --- -- w g TAX LvT 40' _- •`: :" ;:>, O I LAND N OF " - - ;:•j�` --�.%��i' "� �t�`:`r>?:.;\'"�`.' � DAVID A.N/F AND TRICIA HOWE I� WOOD DECK c W.W. W.W PLAT. = I 1 °a 128' n SHOWERL__u 13.8 497' � o -':' 40.3' TAX LOT 42 9 a 24.0' .___ x .411- GATE LAND N/F OF i GATE N o GATE j:_- ', 4'A METAL'FEN. ' I r FEN JAMES B. FRALEIGH Q FEN N z 2 STORY j_ - ` 0.8 AND KATHLEEN FRALEIGH ti 11.1' g, FRAME RESIDENCE.f w. r:%' (_ 1 r >= j co 35.2' I 11.8 13.1' c c 9.6',o 0 24.0' 1 1. 41.1' 1. R/0 PORCH I I L—_ —_ 1_ _ _ R/0 PORCH BALCONY STORY r;`• \� RVEWAY Vi 1_, 0 co 'hids�.yvAr]c.;. F ! r co ` � ;� 0 V 16000' \ FND. _ v o 0 1 0.2- 1 DRV.® MON. �l 20'� S65°22'40°'W 150.00' r ------------------------------------J: EDGE OF PAVEMENT LOT AREA W37,484.29 ROAD 37,484.29 S.F. GRAPHIC SCALE EST 0.86 Ac' 30 0 15 30 (50WIDE) GUARANTEED TO: FIDELITY NATIONAL TITLE INSURANCE COMPANY K&G ABSTRACT INC. ( IN FEET ) USB BANK U.S.A. 1 inch = 30 ft. NICHOLAS RODITIS KALIOPI RODITIS OF NEw SCALICE SURVEY OF PROPERTY t °"f land surveying SITUATE m s I andsurve com CUTCHOGUE, TOWN OF SOUTHOLD !��F 050�� °� y ' P: 631 -957-2400 SUFFOLK COUNTY, NEW YORK SFO LAND S�� DR.:MC CREW.:AL SCALE: 1" = 30' SUFFOLK TAX MAP N0. DATE SURVEYED:11/14/2-019 JOB NO.S19-2700 1000-110.00-05.00-044.000 0 UNAUDIOWIED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEN.IS A VIOLATION OF SEC00N 7209,SUB—DMSION 7,OF NEW YORK STATE EDUCATION LAW (2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGWAL WORK AND OPINION (3 CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT ExISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TIRE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSNTATON LISTED ON THIS BOUNDARY SURVEY MAP (4)THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANI UNOBtCROUND IYPROVENIENIS OR ENCROACHMENTS EAST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED B/TIi6 SURVEY(e)THE OFFSET(OR DIMENSIONS)SHOWN I4FEON FROM THE SIRUCRIRFS TO THE PROPERTY LINES ARE FOR A SPECTER:PURPOSE AND USE AND(HEREFORE ARE NOT INTENDED TD GUIDE THE ERFLRION OF FENCES,RETAMING WALLS,POOLS,PATIOS PLANTING MFRS,ADDITIONS TO RESIDENCES,AND ANY OTHER TYPE OF CONSTRUCTION (7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PIAT OF THIS SURVEY (8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TDTAL STATION (9)THE IDIS1ENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF ANY,NOT SHOWN ARE NOT GUARANTEED AC R® CERTIFICATE OF LIABILITY INSURANCE DATE(Mo21o6/12020 Y) o2o THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: H the certificate holder is an ADDITIONAL INSURED,the pollcy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endomement(s). PRODUCER CNAME:O TACT Jennifer MCGroarty Maloney and Maloney Inc. PHONE (631)728 0400 F (631)728-0695 No Etl: A1C No: 108 West Montauk Highway E-MAILs: jennifer@maloney-maloney.com P.O.BOX 1024 INSURER(S)AFFORDING COVERAGE NAIC @ Hampton Bays NY 11946 INSURERA: Southwest Marine&General INSURED INSURER B: Dunn Development&Construction Corp INSURERC: 39 Hampton Bays Dr INSURER D: INSURER E: Hampton Bays NY 11946 INSURERF: COVERAGES CERTIFICATE NUMBER: CL202610996 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I SR TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER MIDD MIDD X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE CLAIMS-MADE a OCCUR PREM SES Ea TN nce $ 50,000 MED EXP(Arry one person) S 5,000 A GL2019RLB00515 11124/2019 11/24/2020 PERSONAL&ADV INJURY S 1.000,000 GENL AGGREGATE LIMIIIAPPLIES PER: GENERA-AGGREGATE S 2,000,000 X POLICY F—]PRO- F_�LOC PRODUCTS-COMPIOPAGG S 2,000,000 JECT OTHER* S AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea acddent ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLYAUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Peraccident $ UMBRELLALIAB OCCUR EACH OCCURRENCE S EXCESS LIAR CLAIMS-MADE AGGREGATE S DED RETENTION S $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY YIN ;AT UTETI ER ANY PROPRIETORIPARTNERIEXECUTIVE ❑ NIA E.LEACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE•EA EMPLOYEE $ If yes,desmbe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT S DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached It more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN TOWN OF SOUTHOLD ACCORDANCE WITH THE POLICY PROVISIONS. 53095 ROUTE 25 AUTHORIZED REPRESENTATIVE PO BOX 1179 SOUTHOLD NY 11971 i �— ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD /I-R 1\ 4, NYSIF New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE D D A A A A A A 471846079 MALONEY&MALONEY INC 108 WEST MONTAUK HIGHWAY Q■ PO BOX 1024 HAMPTON BAYS NY 11946 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER DUNN DEVELOPMENT& TOWN OF SOUTHOLD CONSTRUCTION CORP PO BOX 1179 39 HAMPTON BAYS DRIVE 53095 ROUTE 25 HAMPTON BAYS NY 11946 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12398335-6 784423 09/05/2019 TO 09/05/2020 2/6/2020 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2398 335-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:2751050 i iaa a REScheck Software Version 4.f.3 -nN/" Compliance Certificate Project Roditis Residence - Garage Conversion Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 800 West Road Nick Roditis Peter Podlas Architect Cutchogue, NY • e • JUA tfaide-of.i. Compliance: 11.5%Better Than Code Maximum UA: 104 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies G,ro$s Area Assenillaty or Cavity Cont. 11.11-FacItor UA Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 576 30.0 0.0 0.035 20 Wall 1:Wood Frame, 16" o.c. 648 19.0 0.0 0.060 34 Window 1:Wood Frame:Double Pane with Low-E 60 0.310 19 SHGC:0.28 Door 1: Solid uY„ 21 0.190 4 Floor 1:All-Wood joist/Truss:Over Unconditioned Space,, ,,, ,' .->-z�Poa�Ca' �� 576 38.0 0.0 0.026 15 � y .r' 4 `� Compliance Statement. The proposed building design,,.�esckibed here is consisteotmith the building plans,specifications,and other calculations submitted with the permit application.Th&e= ro osed.buildin ha�_bee&designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mapda q ulre _ 11 the n the RESchec Insp ction Checklist. Name-Title & %V,- Signature Date Project Title: Roditis Residence -Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Page 1 of 9 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plan°s'Verified4 Field Verified # Pre-Inspection/Plan Review- Complies? Comments/Assumptions & Req.ID _ Value, Value 103.1, !Construction drawings and ❑Complies 103.2 !documentation demonstrate '" -° �� ° � �� ❑Does Not [PR1]1 !energy code compliance for the " . „f ` ' •_ ❑Not Observable ,building envelope.Thermal .w�� .:;E ` m • e � !envelope represented on =°'Y° '��`�`°' a "° ❑Not Applicable construction documents. ' 103.1, ;Construction drawings and e°; � '``. ` ❑Complies ! 103.2, (documentation demonstrate ❑Does Not 403.7 jenergy code compliance for [PR311 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable ; ;dwelling units must demonstrate b !compliance with the IECC Commercial Provisions. ! 302.1, ° . Heating and cooling equipment Is: Heating: Heating: ;❑Complies ; 403.7 - sized per ACCA Manual S based Btu/hr Btu/hr !❑Does Not [PR2]2 on loads calculated per ACCA ! Cooling: Cooling: !❑Not Observable IUD Manual J or other methods Btu/hr Btu/hr ; approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) 2> Medium Impact(Tier 2) 13J Low impact(Tier 3) Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Page 2 of 9 I Section • # Foundation Inspection " � . " ~Complies? � Comments/Assumptions &Req.ID 303.2.1 A protective covering is installed to ;❑Complies [FO11]2 protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below ;❑Not Observable grade. ❑Not Applicable 403.9Snow-and ice-melting system controls:❑Complies [FO12]2installed. ;❑Does Not L;4 ' ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) d2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Page 3 of 9 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck ; i i I • i Section. :. . ` ,� . g, :`.. _ ,u.°�:.,, , aa •.. #` Framing/Rough-In Inspection°«f?lans°Verified'° Field Verified Complies? ` "'Comments/Assumptions ° & Req.ID Value Value 402.1.1, 1 Door U-factor. U- ; U- ;❑Complies ;see the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRI]1 1 ; ;❑Not Observable ❑Not Applicable 402.1.1, (Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, i average). ;❑Does Not ;table for values. 402,3.3 402.3.6, ❑Not Observable 402.5 1 ;❑Not Applicable ; [FR2]1 I ; i 303.1.3 1U-factors of fenestration products ❑Complies [FR4]1 ;are determined in accordance r°°x : „�; _ ❑Does Not ;with the NFRC test procedure or °• ❑Not Observable taken from the default table. ��s I „a ❑Not Applicable 402.4.1.1 .;Air barrier and thermal barrier ° 'ry ❑Complies [FR23]1 !installed per manufacturer's e- ❑Does Not ;instructions. �1 - []Not Observable 1 ❑Not Applicable 402.4.3 ;Fenestration that is not site built 7 omplies [FR20]1 is listed and labeled as meeting ❑Does Not iAAMA/WDMA/CSA 101/I.S.2/A440 - _ j or has infiltration rates per NFRC �,° ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. �' 402,4:5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 !insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and >_ ❑Not Observable R-6 where<3 inches.Supply and return ducts in other portions of ° ' ` ❑Not Applicable ithe building insulated >= R-6 for .diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 403.3:3.5°. Building cavities are not used as ,, ,s 1` °; ❑Complies [FR15]3°° ducts or plenums. ;�m° _ ❑Does Not ❑Not Observable _ ❑Not Applicable 403,4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 4F or chilled fluids ;❑Does Not ` below 55 4F are insulated to aR-3. ; ;❑Not Observable ' ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 1piping. ❑Does Not 00 ”° ❑Not Observable I ❑Not Applicable 403.5.3 Hot water pipes are insulated to Ri R- ;❑Complies [FR18]2 aR-3. :F-]Does Not ;❑Not Observable I ❑Not Applicable 403.6 Automatic or gravity dampers are ;` r , , ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. 4°•. s ❑Not Observable ° ❑Not Applicable 1 I High Impact(Tier 1) r,2" Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Page 4 of 9 Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Page 5 of 9 i .,sectionaa,.n,.% t ;,". .,.." • ^ � $'„i^im N. .°' +t "°"•s" s” •... z_'°as w Plaids Viiel#ie�l'r� Tieid'`V �' e`�ified;." " p =Comments/Assumptions # • •Insulation dns ectian,;�;q,.xi; Value° x:Value,` ' Coin lies?° 308:1--' All installed insulation is labeled ❑Complies [IN1 12 or the installed R-values ❑Does Not provided. ` - ^ =,,z , >, :. j.• sa {. ,, k,:., , ;y; _ ,_ ' . ;•,ti= ❑Not Observable n" "•eta. - -'�.i" _ _ •o:.•Y i*"�''f"a- }ice.. c.j. .�,, r,.m, ^• -❑Not Applicable 402.1.1, j Floor insulation R-value. ;-R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood :[]Does Not table for values. [IN1]10 Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 I manufacturer's instructions and ° ° � ❑ I [IN2]1 m substantial contact with the ° Does Not - , ::,'[]Not Observable underside of the subfloor,or floor (framing cavity insulation is in ❑Not Applicable I°contact with the top side of ;sheathing, or continuous :insulation is installed on the underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. " . 402.1.1, ;Wall insulation R-value. If this is a: R- R- I❑Complies ;see the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall i❑ Mass ❑ mass ❑Not Observable [IN3]1 Iexterior,the exterior insulation ; ; I requirement applies(FR10). ;❑ Steel :❑ Steel ;❑Not Applicable 1 I I I 1 1 303.2 ;Wall insulation is installed per {,y', "a..K" ° :t`^ ;: _;;,:4 °❑Complies [IN4]1 :manufacturer's instructions. J, I�_`,�s ❑Does Not .� ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) _ : Medium Impact(Tier 2) >3' Low Impact(Tier 3) Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Page 6 of 9 ( ^ ' � ` '-,F 6611 fni0eictioiv 402.1.1, Ceiling insulation R-value. ;1 R- R- 1171rompleps :See the Envelope Assemblies 402.2.1, E] Wood Wood !E]Does Not table for values. 4022.2, E] Steel E] Steel :E]Not Observable 402.2.6 !0Not Applicable 303.1.1.1,:Ceiling insulation installed per Elcomplies 303.2 !manufacturer's instruct* 4%r ions. E]Does Not (F1211 Blown insulation marked every -T ONot Observable 1300 ft2. 1 41 ,4Qi.,2,3 Vented attics with air permeable 4- ElComplies insulation include baffle adjacent i t'4 -4, _!"":4 E]Does Not to soffit and eave vents that _e E]Not Observable extends over insulation. able 402.2.4 lAttic access hatch and door R- R-, [F1311 ;insulation z-R-value of the E]Does Not :adjacent assembly. :,E]Not Observable 1EINot Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 ACH 50 ElCompiles F11711 lach in Climate Zones 1-2,and PDoes Not ;<=3 ach in Climate Zones 3-8. ![-]Not Observable :E]Not Applicable 403.2.3 1 Duct tightness test result of<=4 cfm/100 cfm/100 ;E]Complies 1EINot Observable ;,handler @ 25 Pa. For rough-in E]Not Applicable !tests,verification may need to i !occur during Framing Inspection. 403.3.2 !,Ducts are pressure tested to cfm/100 cfm/100 !ocomplies F12711 !determine air leakage with ft2 ft2 :E]Does Not �either: Rough-in test:Total 10Not Applicable !pressure differential of 0.1 inch 1 1w.g.across the system including ;the manufacturer's air handler !enclosure if installed at time of ;test. Postconstruction test:Total Ileakage measured with a !pressure differential of 0.1 inch w.g.across the entire system ;including the manufacturer's air 1 handler enclosure. ElComplies 403.3.2.1 !Air handler leakage designated 41 ;design air flow. E]Not Applicable 403-JA Programmable thermostats 'i ElComplies [Fl§]Z- installed for control of primary E]Does Not heating and cooling systems and E]Not Observable initially set by manufacturer to El Not Applica ble %r' code specifications. ,jO Heat pump thermostat installed 0complies on heat pumps. E]Does Not [f 11_012 ElNot Observable A !cable 40 Circulating service hot water ElComplies 1.3 Dy,` systems have automatic or ElDoes Not accessible manual cont E]Not Observable E]Not Applicable 111 High Impact(Tier 1) 1";tJ Medium Impact(Tier 2) Low Impact(Tier�3) Project Title: Rod|tisResidence'Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\p|ans3VIg\Roditis' Nick, KaU|e\CDsRod|tis\ResCMeck.rck Page 7of 9 Section° � �' ` .-• .�,-° s a�° �° Plans,Ver`ifieil ;,,Field V®rifled;,. - *° ,, Comm nts/A sum tions 4 :Final;'Irs Izctioi°Provisia . �°_ �e r �v�ompiies, , w w e, p Value'^ °� _ Ualue. � _ a ,�c Req.lU �� " : '• — 403�8t1` All mechanical ventilation system , �`,E � A� °�" ❑Complies pss..e°, ;°.�� s [F125h fans not part of tested and listed •, .• _�° + =' �� ❑Does Not v fficacy ,ye . F []Not observable equipment meet e and air flow limits. .�.,4 =°'a '�,❑Not Applicable ❑Complies 403.2 ° Hot water boilers supplying heat ; [fFI26]?, r through one-or two-pipe heating ;�,` `' ` ° �� " _ `'❑Does Not YS, systems have outdoor setback ," ❑Not Observable =- control to lower boiler water e A ❑Not Applicable temperature based on outdoorp a - ° _°.=`w _: 7 4 - temperature. 40 :5.11' Heated water circulation systems ' s d y° _'Y a" +e❑Complies [FI28]2 have a circulation pump.The ° `' °°;°�• z �e❑Does Not u. £, nas system return pipe is a dedicated - a ' ` ,: =4 , .�,° A` ❑Not Observable return pipe or a cold water supply El Applicable p pipe.Gravity and thermos- r: - - �`' " " r a syphon circulation systems are not present.Controls for 44, ` ° circulating hot water system _gip pumps start the pump with signal for hot water demand within the :." ', occupancy.Controls 'zi' BP automatically turn off the pump when water is in circulation loop »d : is at set Point temperature and - ,',°"-`' nodemand for hot water exists. ,� '° :• = _t_ 403.5:1:2° Electric heat trace systems `' ; y °° " ;;n` 'S '❑Complies [F1291 comply comply with IEEE 515.1 or UL _ e ,o x �°' ." �; � ' ° ❑Does Not 515.Controls automatically . „m'�f,��='°"� �.��°`,,..��;,<��q�;��_•��,� ❑Not Observable ' adjust the energy input to the heat tracing to maintain the � � 3 ❑Not Applicable ,t "✓-, .,��#mpri�4a,° sv;5'�-h�l �'.��,,' ,y,y-��'i°��,.v.3a�Wli'r$#�"tg;' i desired water temperature in the d 1 °` piping . 403,5.24 Water distribution systems that ❑Complies [FI30]�Ht � have recirculation pumps that i � ' ' ,4"`❑Does Not °` nye;°g,d= ''r�;�=`"'w�',C,•�a�&,� '� pump water from a heated water � ��= vc �r �°-,, =;�`_ °„ � � , ❑Not Observable , supply pipe back to the heated 3 :, „` ° , s _;t ;,q':,yk ❑Not Applicable water source through a cold 's , _ �° "" �s water supply pipe have a ;•,y ` demand recirculation water system. Pumps have controls ', that manage operation of the „w_V,;_ ,, -_ •�°�b pump and limit the temperature of the water entering the cold ,'°�'T,i ” .,+"„ water piping to 1044F. z„� �� 4 ,da Drain water heat recovery units ;„ ❑Complies [F131]? -r _ ❑Does Not tested in accordance with CSA m, B55.1. Potable water-side 6_` '° ''` _` � � ,❑Not Observable � - pressure loss of drain water heat "'� °`�° �3' `'� `� `�� ` �:°n >.. e°°° a recovery units< 3 psi for °� ' ❑Not Applicable individual units connected to oneRgfa''` or two showers. Potable water- _ ,€ side pressure loss of drain water 0 -IN, �; ��"N '. ;'• " ~z ' heat recovery units < 2 psi for �, F_ . - individual units connected t0 `°. a=`�, _ ¢ °-°� ;°° three or more showers. . ' '° �" Wit.. . .a 404.1 175%of lamps in permanent '° ° 3- °` ❑Complies ti� ❑ [FI6]1 fixtures or 75%of permanent ��` •�,•� .;_�_ � �°° w_.� r �`, ��.�,� Does Not ;fixtures have high efficacy lamps. ° pRy',=, p Yje t s . #y„e ;, ° ❑Not Observable Does not apply to low-voltage , $; ❑Not Applicable (lighting. 4 y° °,. nw' • .' s n`.°; `_. ❑Complies ' 404.1:1'=,,' Fuel gas lighting systems have [X3]3 ` �= no continuous pilot light. �_ ,� _ ° =,�• ' °=` ` _s ❑Does Not F ,' ,' tea, . ❑Not Observable ❑ PP Not A licable a, 1 High Impact(Tier 1) �2` Medium Impact(Tier 2) " .' Low Impact(Tier 3) Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Page 8 of 9 Section- - ,q - ,• _o �,. ,. `- �' .�-. „- Plans Ver'ifiied`.' `Field Verified # Final Inspection Provisions ' Complies? Comments/Assumptions be Req.ID �. Value,':_ "Value•. 401:3 ' Compliance certificate posted. ❑Complies , [F17]? ❑Does Not ❑Not Observable ' ❑Not Applicable '� �'s. ;❑Com lies Manufacturer manuals for `��;�` �'_�� ` ,�� ,y� - � p [Fl],OQyr„ mechanical and water heating ��.�.y.��,= a a;r�w ❑Does Not h ;;°i systems have been provided. "`. ,,,,;•r ❑Not Observable ' 4 Ak € s ,Ma h ate_ $r :<< ❑Not Applicable �o•preaoMiaJ^r:rnam=,. �_-�- �� 9« i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2`1 Medium Impact(Tier 2) 1,,,3,;I Low Impact(Tier 3) Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Page 9 of 9 2015 I ECC Energy Efficiency Certificate Insulation . Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): ... Window 0.31 0.28 Door 0.19 CoolingHeating & Heating System: Cooling System: Water Heater• Name• Date: Comments REScheck Software Version 4.f.3 Compliance Certificate Project Roditis Residence - Garage Conversion Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 800 West Road Nick Roditis Peter Pod las Architect Cutchogue, NY ff MI . Compliance: 11.5%Better Than Code Maximum UA: 104 Your UA: 92 Maximum SHGC: 0.40' Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 576 30.0 0.0 0.035 20 Wall 1:Wood Frame, 16" o.c. 648 19.0 0.0 0.060 34 Window 1:Wood Frame:Double Pane with Low-E 60 0.310 19 SHGC: 0.28 Door 1: Solid \i EC Tw�� 21 0.190 4 Floor 1:All-Wood joist/Truss:Over Unconditioned Spaee�e�. p 04', 576 38.0 0.0 0.026 15 Compliance Statement. The proposed building desigt=des-Crlbedheye;ls consistent- ith the building plans,specifications,and other calculations submitted with the permit application.$The,propose&bgifijding has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the miiin3btory requirement$listed` e REScheck Inspection Checklist. di et ? C� G Name-Title 3-a,' ,,ignat ore X04 Date f Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Pagel of 9 REScheck Software Version 4.6.3 Compliance Certificate Project Roditis Residence - Garage Conversion Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 800 West Road Nick Roditis Peter Pod las-Architect Cutchogue, NY Compliance: 11.5%Better Than Code Maximum UA: 104 Your UA: 92 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects a(minimum-code home.sed on code trade-off rules It DOES NOT provide an estimate of energy use or cost relative to Envelope Assemblies Gross Area Cavity Cont. Perimeter 576 30.0 0.0 0.035 20 Ceiling 1: Flat Ceiling or Scissor Truss 648 19.0 0.0 0.060 34 Wall 1:Wood Frame, 16" D.C. 60 0.310 19 Window 1:Wood Frame:Double Pane with Low-E y SHGC:0.28 21 0.190 4 Door 1: Solid Floor 1:All-Wood joist/Truss:Over Unconditioned Space r ��D +Rt;Hir� 'a 576 38.0 0.0 0.026 15 fie' c�� r . Compliance Statement: The proposed building design de�cri`d ere Is cons�stentswith the building plans,specifications, and other calculations submitted with the permit application.T e_prooposed building Kai been�designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the man ato' equirei}p3ent5,llsted in`thg REScheck Inspection Checklist. Name-Title p- Sigdtul e' ° Date '1`0. oil 'Pr/l/l TE of F Project Title: Roditis Residence-Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Page 1 of 9 REScheck Software Version 4.6.3 Compliance Certificate Project Roditis Residence - Garage Conversion Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 800 West Road Nick Roditis Peter Podlas-Architect Cutchogue, NY Compliance: 11.5%Better Than Code Maximum UA: 104 Your UA- 92 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. U-Factor UA Assembly or R-Value It-VaIlue Perimeter 576 30.0 0.0 0.035 20 Ceiling 1: Flat Ceiling or Scissor Truss 648 19.0 0.0 0.060 34 Wall 1:Wood Frame, 16" D.C. Window 1:Wood Frame:Double Pane with Low-E 60 0.310 19 SHGC: 0.28 ' 21 0.190 4 Door 1: Solid Floor 1:All-Wood joist/-Truss:Over Unconditioned Space 576 38.0 0.0 0.026 15 Compliance Statement: The proposed building design descrrlbed�he%.Is consistent w th the building plans,specifications,and other calculations submitted with the permit application.The proposgd;bD!'tding`h is been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandato'.'regUirements liste&in�theREpScheck Inspection Checklist. LU '�jgnature ;;°. � Date Name-Title �c4 ��,�s,r��. sQ� a iE 0 Project Title: Roditis Residence -Garage Conversion Report date: 01/30/20 Data filename: O:\CAD\plans 2019\Roditis, Nick, Kallie\CDs Roditis\Res CHeck.rck Pagel of 9 2015 IRG WITH NYS 2011 UNIFORM CODE SUPPLEMENTS 15.00 NATER AND SANITARY SYSTEM 11.15 Landings (R31 1 .3.3) Stairways - a floor or landing to be provided at top and bottom - No landing required at GENER"'AL 5PEGIFICATION5SINGE 10/31/11 INCLUDING 2015 IEGC, & 2016 ENERGY 1.05 Flashing - Aluminum flashing, lead coated, flash all wall penetrations Flash 15.01 Sewage disposal System and fresh water supply shall be designed and built top of an interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing is GONSERVATION GONSTRUCTION CODE SUPPLEMENT all corners. Flash all valleys, ridges, windows, door heads, and joints of dissimilar in accordance with Suffolk County Department of Health. required on each side of an exterior door - At other than the required exit door, a landing is not required materials. Termite Shield - Copper Kraft Paper on the exterior side of a door having two or fewer risers. Egressl doors - a floor or landing shall not be more 1.00 Survey data taken from survey: S(alice dated: 11/2019 16.00 MISCELLANEOUS than 1 1/2 in. lower than the top of the threshold - At other than the required exit door, the elevation 2.00 SITE WORK 1.06 Caulking/Sealant - as selected by Builder. different below the threshold of an exterior door is limited to 7 3/4", provided the door does not swing over the landing (not applicable to storm doors). (R31 1.3.1) 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.01 Gutters and Leaders - .052" prefinished aluminum gutters .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or as required. All footings to bear on virgin soil, pressure assumed bearing cap 2 TSF. leaders. Color - white. To drywells if required tip walls due to anypressure, shoring, bracing, etc., shall be employed 11-16 Emergency Escape and Rescue Openings (8310.4). Bilco enclosures with direct exterior access until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. 2.02 Backfill and compaction - use clean earth containing no organic matter, well graded. 5.00 DOORS AND WINDOWS walls until floor system installation is complete. 17.17 Stairway Treads and Risers (R311.5) Maximum riser height to be 7 5/4". Minimum tread depth Fill beneath structure shall be compacted to q5010 density as per ASTM 0 1551 b.01 Openings for emergency use shall include doors or operable parts of windows located 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify to be 10". (R311.1.5.2.1) Stairway width - stairways to be a minimum of 36" in width at points above the Method D. Backfill shall not be placed against the existing foundation walls until the as to provide unobstructed egress to legal open spaces. Such openings shall not the architect for clarification. Do not scale drawings. permitted handrail height. Handrails may project a maximum of 4 1/2" on one or both sides of concrete is of a sufficient strength and the walls are braced at both top and bottom impede egress in an emergency, shall have a minimum area of 5.1 sq. ft. with a min. 16.05 The architect will not have control or charge of and will not be responsible for construction stairways. Minimum clear stairway width at and below the handrail height, including treads and by framing lumber or temporary bracing. and landings, to be: 51 1/2" with handrail on one side only, 21" with handrails on both sides. height of 24" and a min. width of 20" with bottom of openings no higher than 44" above means, methods, techniques, sequences and programs or for safety precautions and programs finished floor in all above grade stories. All glass within 15" of floor to be safety glass. in connection with the work. Within each flight, maximum variation of 31b" between greatest and smallest riser heights. Within 2.03 Drainage at footings - as required 4" cliam. perforated plastic pipe to dry well if soil Grade floor openings should have a min. net clear opening of 5 sq. ft. (R51 0.1 .1) each flight, maximum variance of 31b" between greatest and smallest tread depths. Stairways with conditions require, it. Backfill shall not be placed against the existing foundation walls solid risers to have nosings of a minimum of 3/4" and a maximurn of 1 1/4". Nosinqs not required until the concrete is of a sufficient strength and the walls are braced at both top and16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations for treads at least 11" in depth. (Open risers cannot permit the thru passage of a 4" sphere.) bottom by framing lumber or temporary bracing. 5.02 Minimum window requirements per room is bOlo of floor area for light and 4% for and lawful orders of any public authority bearing the performance of the work and shall promptly 3.00 CONCRETE ventilation. notify the architect if the drawings and specifications are at variance herewith. 11.18 Stairway Height (R311.1.2.) Min. headroom of 6-b" for stairways and landings. Headroom height 16.05b. Owner and contractor shall indemnify and hold harmless the architect and their agents and measured vertically from sloped plane adjoining tread nosing or from floor surface of 3.01 Concrete work shall conform to American Concrete Institute Standard. b.03 Doors and windows to be insulated glass. employees from all claims, damages, losses and expenses including but not limited to attorney landing or any platform. accessible space under stairs to receive 1/2" gwb. 5.04 Entrance doors to conform to NYS Energy Gode. fees arising out of or resulting from the performance of the work provided that any such claim, 11.1 q Special Stairways (R311 .7.20.1). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 5000 psi class @ 25 days unless noted otherwise. Porches damage, loss or expense (1) is attributable to bodily injury, sickness, disease or death or to injury Tread depth to be at least 6 3/4" at walkline. steps, steps, garage floor to be 3500 psi. b.05 Garage doors to be rated for current/applicable wind load. to destruction of tangible property (other than the work itself) including the loss of use resulting there . 1120 Smoke Alarms (R313.1) Where multiple smoke alarms are required, interconnection is required. from and (2) is caused in while or in part by any negligent act or omission of the contractor, any sub- Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in 3.05 Reinforcing Rod--, - ASTM A-505: 6/6 x10/10 WWF ASTM A-185. Reinforcing b06 R312.2 Window fall protection shall be provided in contractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them the immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements in footings only w . here variation in soil conditions require, and where soil does not accordance with Sections R312.2.1 and R312.2.2. R312.2.1 may be unable, regardless whether or not it is caused in part by a party indemnified hereunder. and cellars, on each level in split level dwellings where an intervening door is located between provide 2,500 psi or noted otherwise. Window sills in dwelling units where the top of sill of an operable window 16.04 Architect is not engaged for supervision in any capacity unless otherwise noted. the adjacent levels. An alarm located only on the upper level is permitted where there is no opening is located less than 24 in. above fin. fl. and greater than 12 in. intervening door between the adjacent levels and the lower level is less than one full story below 5.04 Formwork shall be well braced true to dimension, level and plumb and foundation above fin. grade or other surface below on the ext. of the building, 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and the upper level. Any alteration, repair, addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5% the operable window shall comply with one of the following: the owner. Architect to be notified in writing of all changes prior to and during con- permit now requires that all sleeping rooms in the house be upgraded with hard wired & interconnected 1) Operable windows with openings that will not allow a 4 in. dia. sphere �,truction. This drawing is an instrument prepared to facilitate construction and Shall not smoke alarm. 5.05 Vapor Barrier 4 mil. polyethylene sheet lap all edges 6". Membrane waterproofing to pass through the opening where the opening is in its largest position. be construed as a contract between the builder and the owner. Federal, State and Local 17.21 Handrails Size (R31 1 Two methods prescribed with option of accepting handrail with shall be installed on all sub-surface exterior foundation walls. 2) Operable windows that are provided with window fall prevention devices zoning and building code compliance shall be the responsibility of the contractor. equivalent graspability. Type 1 rails-- if circular cross-section, diameter of 1 1/4" to 2"; that comply with ASTM F20qO. if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 1/4". Type 11 3.06 Footings at different levels shall be stepped and the step rise and run shall be a 3) Operable windows that are provided with window opening 16.06 This structure has been designed in accordance with the NYS Energy Conservation code, rails - perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on maximum slope of 1 vertical to 2 horizontal. control devices that comply with Section 8312.2.2. residential code in NYS. both sides of rail, with specific dimensional criteria set forth in code. 11.00 Guards and window fall protection per Sec. 8312 5.01 8312.2. Window opening control devices shall comply with 11.01 All envelope systems Shall be in accordance with the latest revision of the NYS Energy Conservation Gode. 11.22 Handrails (Section R31 1 .1.5) Located at 34" vertically above nosing of treads. Min. of one handrail 4.00 MASONRY ASTM F20CIO The window opening control device, after required for stairs of four or more risers. Handrails to be continuous full length of stairs from a point operation to release the control device allowing the window 4.01 Concrete Masonry Units shall meet ASTM G-90 grade A; solid block ASTM G-145 to fully open, shall not reduce the net clear opening area of the 11.02 Fireplace construction shall be in conformance with Sec. R1006. Air leakage with glass directly above top riser of a flight to a point directly above lowest riser of a flight - may be interrupted enclosure and doors outside air supply shall be provided as per N 1102.4.2. by a new post at a turn, volute or turnout permitted over lowest bread. Guards (8312.1) Railing is to be grade B. Shapes as required; 2b clays old before installation. Minimum net window unit to less than the area required by Section R51 0.2.1 . a min. height of 36" where porch, balcony, landing or raised flooir surface located more than 30 in. compressive strength of block to be 2500 psi. 9.00 FINISHES 11.03 Guard rails are only required where the difference in grade is more than 30". (R312.1) Opening in above floor or grade below. 4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish %" guard rails to be 4" max. (R312.1 .3). Handrails are required on stairs with 4 or more risers (R311 .1.8). 11.23 Draftstopping and Fireblocking (8302.12 and 8302.11) Where a floor membrane above and at masonry walls below grade. C1.0 1 Drywall - A" tapered edge gypsum board, applied, taped and finished as per US ceiling membrane below create the concealed space in a floor/ceiling assembly,'draftstopping Gypsum Company recommendations. Use water resistant type as substrate for 11.04 The code describes the height of a building as the vert. distance from the grade plane to the avg height of the highest roof surface. Grade plane is lowest point of grade from any distance 6-0" to be provided under following circumstances: ceiling suspended under floor framing, floor 5.00 METALS ceiling as per NYS Building Code. awey from house. framing constructed of truss-type open-web or perforated members. Materials for draftstopping 5.01 Anchor bolts shall be 5/5" diameter embedded 7 in poured concrete and 15" in to be adeq tely supportedtlepleltoflringembers unless otherwise unit masonry. Min (2) anchor bolts per section of plate. 12" from each end with inter- 10.00 GAST-IN-PLAGE GONGRETE 17.05 Attic access openings must be, a minimum of 22" x 30" with a min. of 50" unobstructed headroom - approed , 1/2" gypsum board, 3/6" wood structural panels, 31b" Type2-M'-N' particleboard other approved materials. mediate bolts as per chart on seet A-2.. 10.01 All reinforced concrete shall be furnished and installed in accordance with the above (8501.1) current AGI-31 b "Building Gode Requirements for Reinforced Concrete." 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. 11.06 Stairway Illumination (R303.1-R303.5). All interior and exterior stairs to be provided with illumination, including 15 &A galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. landings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing 11 .00 FOUNDATION NOTES All framing to receive hurricane clips and tie-clowns as per sheet A-2. q directly over each stairway section (minimum 1 'foot candle). Exterior stairs light source to be in ENEROY GODE immediate vicinity of top landing of stairway (bottom landing for basement stairways). Light activation 5.03 Nails - number and type for each application as called for in the VVGM (see sheet A2). 11 .01 The presumptive soil bearing capacity is assumed to be (2) TSF for all footings. devices to be located at both top and bottom of interior stairs; located within the dwelling unit for 11 .02 Filled subgrade below floor and footings shall be compacted to be 95% of the exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with Staircases light switch at top and bottom of stairs. 5EE ATTACHED modified proctor. 0 �o 6.00 WOOD 17-01 Whenever an alteration is made to a residence, the entire residence has to have hardwired smoke CALCULA TION& 11 .03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (R314.2.2). 6.01 Sill Plate - MCA treated to meet American Wood Preservers Institute standard. attention paid to footings and other on grade prior to backfilling and enclosing the building. Termite shield - Gopper Kraft 11.08 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (R502.1 .2), 11 .04 The maximum vertical distance measured from the top of a basement floor slab to 6.02 Floor, ceiling joist, roof rafters and girders - same grade and construction as for 5aUARE FOOTAGE ADDITION5 outside finished grade shall not exceed the following. 11.001 Landings are required at exit doors other than the required exit door if there are more than 2 risers structural lumber noted below (b.08). Type of Wall Height (8311 .3.2) Bridging - wood cross bridging -0" O.G. 5" block w1#5 rods @ 4b" o.c. 5 ft. 11-10 Light, Ventilation and Heating (R303.1) Habitable room to be provided with aggregate First Floor 516 6.03 - as required by code. b' 5" block w/#5 rods @ 40" o.c. q ft. Second Floor XXX 50. FT. 6" concrete (unreinforced) max unbalanced backfill hgt I ft glazing area of at least b percent of the floor area of the rooms. Exterior glazing not required 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide 5" concrete b' wall (reinf.) #5@ 47" OG Vert. max. unbalanced backfill hgt b ft. in rooms with artificial light capable of avg. illumination of 6 ft. candles at 30" above the floor. Basement 1156 5a. FT'. shop drawings sealed by a Professional Engineer; fabrication certified by engineer b" concrete q' wall (reinf.) #5@41" oc vert. max. unbalanced backfill hgt. bft. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of prior to installation. 10" concrete 10' wall (reinf.) #6 @41" oc vert. max. unbalanced backfill hgt. q ft. the rooms. 6.05 Floor Peck - 5/8" plywood, standard G-D-X DFPA, direct bearing at edges. Provide 12.00 MASONRY Y2" plywood finish underlayment below all vinyl flooring or equal. Glue to joists. 11.11 Geiling Heights (8305.1) Minimum ceiling height of I'-Q" to the lowest projection required for 12.01 Concrete masonry units (GMU) to ASTM G-CIO. habitable rooms. Minimum ceiling height of I ft. permitted for: hallways, bathrooms, laundry 6.06 Roof Deck Y2" plywood 6-13-X OFFA, exterior glue. rcoms, and basements Habitable basements areas, with reduction to 6-5" at beams, ducts and other 12.02 Minimum net compressive strength shall be 2,J00 psi. ob4ructions. Minimum height of 64' permitted in nonhabitable areas of basements and hallways, with • This drawing has been prepared in accorclaince with the provisions of Title VII, Article 6.01 Sheathing 1/2"' plywood G-D-X DFPA, exterior glue reduction to 64' at beams, ducts, etc. 145, Sections 1200-1209 of the NYS Education Law. It is a violation of said law for 12.03 Mortar to be type "N". compressive strength to be 2,000 psi any person, unless he/she is acting under the direct supervision'of 61icensed 6.08 Nall Studs 2 x 6. See framing and plans for spacing. All structural lumber shall 11.12 Sanitation (R306 and R307). Toilet, bath and shower spaces to be provided with fixture professional Architect to alter any portion of this drawing in any way. If any part of have 1100 fb bending stress; 1 ,600,000 modulus of elasticity and max 1 q% moisture clearances and clear floor space as shown in Fig. 8301.2. Shower compartments to have content, Doug Fir No. 2 unless noted otherwise. 12.04 Provide "Pur-o-wall" standard gauge or equal in all walls over courses high. nonabsorbent surfaces to a minimum height of 6 ft. above the floor and 505.1 . this drawing is altered, the altering Architect shall affix to the itern altered his seal and 6.001 Siding to match applied over 15 lb felt or Tyvek the notation Is by followed by his signature, the date of alteration and a 17.13 Hazardous Locations (Section 8305.4, 8308.4.7) Specific hazardous locations where specific description of the alteration. 6.10 Plywood - all plywood used structurally shall meet the performance standards and 15.00 STRUCTURAL STEEL NOTES glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors • This drawing has been prepared for the specific project indicated, and is an all other requirements of applicable US Commercial Standards for the type, grade (other than jalousies) Glazing in fixed and sliding panels of sliding door assemblies Glazed panels instrument of service copyrighted by, and the sole property of Peter T. Podlas, PC. in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging This drawing may not be copied or used, in whole or in part, by any party without the and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general Shall conform to the current specifications for the design, doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs fabrication and erection of structural steel for buildings adopted by the AISC, and showers. kNhere any part of building wall encloses such compartments, glazing within 60" expressed written consent of Peter T. Podlas, PG. Infringements or any use of this 6.11 Provide double joists under all parallel partitions. drawing for any other purposes will be prosecuted to the full extent of criminal and 13.02 All structural steel shall be in accordance with the ASTM specifications, A36 vertically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking civil law. Possession of any copy of this drawing not containing this notice or the 6.12 Provide (2) 2" x 10" headers min. over any window, door opening or any opening with a strength of 36,000 psi. surface, 5 ft. horizontally out.) See Figure 8308.4.7. Architect's seal and signature, in red ink, will be grounds for prosecution. with double uprights, q'-O" and over with triple uprights, unless otherwise noted. 11.14 Autom,atic Fire Sprinkler System NOT required to be installed (8313.1) ® There shall be no master filing of this plan with any building department and shall See Header Schedule A-2 15.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar connections as in the latest edition of the AISC, manual. year from the date listed below. 6.15 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and * This plan is for the building lot address below and is for a one time use Dated LVL products or, equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural 01/30/20. Address: bOO West Road, Gutchogue, NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearing points at a minimum. Handling, storage and erection of 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, Review Board components shall be as per manufacturer's recommendations. plywood, roof trusses, and sheathing are in place. REV. 11112120 ,4,1" GENERAL NOTES & AS - BUILT SFEGIFICATIONS 1.00 THERMAL AND MOISTURE PROTECTION NOTICE: BUILDER'S PLANS 1.01 Dampproofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL The Gontractor warrants to the Architect that he possesses the particular competence and skill in grade walls. Also add vapor barrier as per 3.05. constructROPIT15 RESIDENCE ion necessary to build this project without full engineering and architectural services, and, 14.01 Shall conform to the latest revision of the National Electric Code, the Local Power for the reason that the Gontractor wishes to rely upon his own competence, the Gontractor or Owner 1.02 Sill Seal 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty A and at the express request of the Gontractor or Owner,the Architect has under taken a limited scope PETER T. POOLAS 14.02 Provide clock type day/night thermostat. of professional services The construction documents provided by the limited services shall be termed ARGHITECT 1.03 Insulation - Walls R1 q Batt Insulation " Builders Plans" in recognition of the Contractor's sophistication Construction will require that the Ceilings fiberglass 12" Batt R-38(flat) R-25 (cath. c1g) Kraft paper faced Gontractor adapt the " Builders Plans"to the field conditions encountered and make logical adjustments BOX 1055,REM5ENBURG,NY 11960 631-325-0929 All interior walls to be R- 13, 3" Batt insulation. 14.03 Provide smoke detectors as per NYS building code. in fit,form, dimension and quantity that are treated only generally by the " Builders Plans". In the event DATE 1 W/20 additional detail or guidance is needed by the Gontractor of Owner for construction of any aspect of 50o NEST ;RD, the new project, he shall immediately notify the Architect Failure to give a simple notice shall relieve the 1.04 Roofing - 50 year arch. shingle with 6 nails per Shingle 14.04 Kitchen and bath to have exhaust fan as per NYS building code. Architect of responsibility for the consequence. Al SGALE: AS NOTED GUTGHOGIUE, NY Page 1 of 4 Ground Snow Load Ultimate Wind Exp re 1 mile of coast? Double Plate Splice (25q) Nailing Schedule Table 3.1 (114) A 30 PSP 130 or 140 6, r" r) Fye-51or No For exposures 41-011 Plate Joint Description # # nail spacing G E NIFIGATIU N5 Approximate Distance from Nindborne Debris Protection Building Dimension 25 x 24 Min. Splice Length common box —n (ENGINEERED DESIGN PER ASCE -7-10 REEF. Avg. High Tide Mark Required Splice ROOF FRAMING ails nails STANDARD FOR 1/VIND DESIGN kNOOD FRAME NAIL SPACING for Nail Sheathing - CHART 5 blocking to rafter - toe nailed 2-5d 2-1 Od each GONSTRUGTION MANUAL 2015) Less than 1 mile Yes No Exposure "B" 4' perimeter sheets interior sheets rim board to rafter -end nailed 2_16d 3-16d each Greater than 1 mile 130 mph edge 611OG edge 611OG end Weathering Seismic Termite Frost Line Depth interior 12"OG interior 12"OG WALL FRAMING Severe N/A Mod/Heavy 3611 6110( top plate to top plate - face nail 2-16d 2-16d per foot 140 mph edge 611OG edge top plates @ intersection - face 4-16d 5-16d ioints-each side ire 3.2f Panel Attachment Flood Hazard Winter Design Temp. Ice Shield Underlayment interior 12"OG interior 12"OG stud to stud - face nailed 2-16cl 2-16d 24" OG header to header - face nailed 1-1 6d 1_16d 16" oc along Exposure "G" 4' perimeter sheets interior sheets top or bot. plate to stud - end nail 2-16d 2-16d per stud Yes or No 11 degrees N/A 611OG 611OG 130 mph edge edge bottom plate to floor joist, band interior 12"OG interior 12"OG joist, endjoist or blocking 2-16cl 2-16d per foot Decay Aspect Ratio (LIN) Max. Bldg. Dimension 50' -------- ------------------------ --- - J 25x24 140 mph edge edge 6110r, 6d ea. FLOOR FRAMING Slight to Min. 1 :4, Max 4:1 Actual Bldg. Dimension interior 6110r, interior 12 OG joist to sill plate or girder -toe Moderate Actual 1 /1.04 side of splice Top 4-ad 4-1 Od per joist bridging to joist - toe nailed 2-1 Od each end Anchor Bolts (1 5b below plate 2-6d 4 1 J:� 20P5F blocking to joist - toe nailed 2-5d 2-10d each end Roof Live 130 mph 140mph 2-6" Exposure "B" blocking to sill or top plate - toe 3-16d 4-16LI each block 7 Roof Dead Load 20P5F 1st Floor Live 40 P5F, Dead Load 15 P5F ledger strip to beam - face 4-16d each joist Ground Snow Load 20 psf 2nd Floor Live 30 P5F, Dead Load 10 PSP 3-16d 5/5" Diameter 301, Oc, 301, OG joist on ledger to beam - toe 3-bd 3-10d perjoist band joist to joist - end nailed 3-16d 4-16d per joistt '�" �' - ,':.: ;z,,rr Spans Exposure B, G, 0 Douglas Fir#2, Fb 550 psi, E= 1,600,000 (2q 1 Exposure "G" 130 mph 140mph Bottom f band joist to sill or top plate 2-16LI 3-16d per joist plate ...... k1-1 1�_, 2xib 2xb 2xl 0 2x12 "TOP VIEN f 5/5" Diameter 301, OG 301, OG Rafters 12 o 12-6 15-10 1 q-4 22-5 ROOF SHEATHING 16,06 10-10 13-5 16-q 1 q_5 structural panels bd lod see chart 15-0 1q-1 23-3 26-0 a ? fi= =\\ ". - ' 12"oc Gig Joists 16"oc 13-0 16-6 20-2 26-0 CEILING SHEATHING Notes: Anchor bolts to be a min. of T' embedded into concrete, max. 12" from any 5d coolers 5d 7 edge/1 0" 1 st Fl. Joists 12"oc 1 O-q 14-2 1 b-0 20-11 gypsum wallboard 16,06 q-q 12-q 15-1 15-1 Rafter Heel corner and splice, min. 2" from edge of sill plate. Anchor bolt washer to be d coolers field 2nd Fl. Joists 12"oc 11-10 15-1 1q-10 23-4 3" x 3" x 3/16 , max. 1/16" oversized hole. Use hot dipped anchor bolts and washers WALL SHEATHING 16,06 10-q 14-2 11-5 20-3 Gonnector in all flood zones. Double up all 2xib sill plates and lap bottom splice with top plate and structural panels bd 10d see chart spike top plate to bottom plate with (3) 16LI common nails each side of splice in lieu of Max. Cantilever - load bearing gypsum wallboard 5d 5d edge/10" Figure 3.2g Panel Splice Occurring over Horizontal Framing Members RR I GJ HEEL GONNEC-ITION5 1q0, 11q1 having both anchor bolts within 12" of splice on the bottom plate. (Note: the bottom Non - loading bearing cant. span < plate splice must have a least one anchor bolt within 12 from its end) (3.2 2.3) 1/4 of Floor Joist span st OORIG coolers colrsiel45d rooler= 1 5/5" 5d gypsum uctural panels < 1 5d 1 Od ie edge/12" 1 Rafter Slope q/12 Roof Span 12'0 Note: If strap is under mud sill anchor bolt washers are 3 in x 3 in field 0 panel nail,13 1/2 ga.,15/64" AA - Use Simpson H 6 at Rafter and face nail RR & GJ together with 16d nails. square (1 Solid blocking @ 1 st two end bays of floor joists for each Use same connection at ceiling joist to ceiling joist lap splices. dia. head 1 114" drywall floor @ 48" OG. Blocking to receive a min. of (2) bd @ each screw end of blocking. Roof 6 Window openings connections: Rafter Slope Roof Span ROOF SHEATHING REQUIREMENTS FOR WIND LOADS E36 - Use Simpson H 6 at Rafter and face nail RR & GJ together with 16d nails. window # size #jack studs # king studs Simpson connector (1 q3, Use same connection at ceiling joist to ceiling joist lap splices. Exposure "B" = 1/2" See actual Floor Plans for strapping reqmn'ts Exposure "G" = 1/2" applied with corrosion resistant fasteners R Roof G q05.2.1.2) 7 ------------- -------- -14 Rafter Slope Roof Span Every cripple stud above the Attachment requirement are to be applied on Doug Fir Rafters with bd Where attic floor or ceiling GG - Use Simpson H 6 at Rafter and face nail RR & GJ together with 16d nails. common or 1 Od box. Perimeter sheets are 4'-Q" out from all edges of roof header to receive a Simpson H& diaphragm ( S'-O" in from gable See Floor Plan for atn e I� I r-- Use same connection at ceiling joist to ceiling joist lap splices. connector plane. of Kings&Jacks and walls) is used to brace the gable strap sizes & (2) 161) common nails H6 Stud to Hdr strL-,-. by Simpson NAIL SPACING for Roof Sheathing CHART A end wall or where a hip roof Roof D per stud to plate Exposure "B" 4' perimeter sheets interior sheets system is used you don't have to Rafter Slope Roof Span connection 130 mph edge 611OG edge 611OG block the 1st two rafter bays 00 - Use Simpson H I at Rafter and face nail RR & GJ together with 16d nails. H6 by Simpson interior 12 OG interior 12 OG 'Use same connection at ceiling joist to ceiling joist lap splices. P:Au 140 mph edge� 611OG edge OG Roof E interior 6"OG interior 12"OG I BLOCKING- PERIMETER Roof Span Nt "I 1> Rafter Slope IN FIRST HEETS EE - Use Simpson H I at Rafter and face nail RR & GJ together with 16d nails. TWO BAYS Exposure "G" 4' perimeter sheets interior sheets INTERIOR Use same connection at ceiling joist to ceiling joist lap splices. 130 mph edge 611OG edge 611OG RR'S NAILING TYPICAL NINDON STRAPPING DETAIL interior 6"OG interior 611OG j j j j INTERIOR AREA SHEETS PERIMETER NAILING Door openings connections: 140 mph edge 611OG edge 611OG AREA interior 6"OG interior 6110c, Door# size #jack studs # king studs hdr. connector (simpson) TYPICAL SHEET TYPICAL ROOF SPAN # of JACKS # OF KINGS See actual Floor Plans for strapping reqmn'ts SHEATHING (210, 214 ) Where wind is > 130 mph use Solid blocking @ 1 st two end bays of ROOF RAFTERS @ 4b" OG. Blocking to receive a min. of(2) Every cripple stud above the -011 0 - 4 ---header to receive a Simpson H6 bd @ each end of blocking 124 2 5HEATHINC-7 See Floor Plan for Ot connector _011 - C11-011 of Kings&Jacks and 2 strap sizes&(2) 160 H6 Stud to Hdr Strap by Simpson REa'MNTS 1-011 - 111-011 common nails per stud 10 3 4 to plate connections R 0 Nall Framing - Exterior load bearing wall 3.20G p. 121 1 131 for -oil - -011 12 3 door 5 Studs Exposure B Douglas Fir#2, Fb 650, E= 1,600,000 -oil - 161-011 14 4 6 130 mph 140mph 2x4 2xib 2x4 2x6 HURRICANE SHUTTERS Stud length 10-0 10-0 Where wind is > 130 mph use Solid blocking @ 1st two end bays J of END WALL @ 48" OG. Blocking to receive a min. of (2) bd @ The General Contractor is to provide the each end of blocking. 121 Studs Exposure G Douglas Fir#2, Fb 550, E= 1,600,000 structure with 1/2" G0X plywood panels wl 130 mph 140mph TYPICAL DOOR STRAPPIN6 DETAIL -drilled holes for fastening screws for all pre 2x4 2xib 2x4 2xib Windows and Doors. Panels to be Stud length 10-0 10-0 10-0 10-0 numbered and stored on site in a dry area. Use #b Wood Screws - 2" embedment: Unauthorized alteration or addition to this plan is a Perforated Shearwall Holdown Capacity for Exposure "B", 11G11 , 11011 (221) 161, OG for 0' - 4'-0" Panel span ® violation of section 1208 of the NYS Education Law 101100 for 4'-0" - 6-0" Panel span ROUT'ik S-1V st,-evthir&SpRfei4,KAPfAtteiwtivvi Dct.iaif; b" OC for 6-0" - b'-O" Panel span ® Copies of this plan not bearing the Architect's red inked seal and Nall Height Lbs. Aspect Ratio signature shall not be considered to be vaild and shall not be valid RIDGE CONNECTIONS Exposure "G" for construction. 0 b5) a,_011 54bb # per floor 5 1/2/ 1 "code" Use #10 Wood Screws - 2" Embedment: 0 There shall be no master filing of this plan with any building Ridge Connection ql 3824 # per floor Actual LIN = 25 /24 Ridge Connection - C = 1 .04 < 3.— 161, OG for 0' - 4'-0" Panel,span department and shall cleern the plan to not be valid, sealed and Strap 520 16" 101-011 4360 # per floor 12" OC for 4'-0" - 6-0" Panel span signed plans are good for one calendar year from the date listed Strap G520 16" OG 0 G ridge 12-0" 5252 # per floor C111 OG for 6-0" - b'-O" Panel span below. ridge vent vent d" 0 This plan is for the building lot address below and is for a one (cont.) time use Dated:O 1/30/20. (cont.) cl Address: bOO Nest Roadl, Gutchogue, NY Max. Cantilever load bearing CRf=V Holddow in 22-18 REV. 11/12/20 Non - loading bearing cant. span -GENERAL NOTES & HIGH WIND HURRICANE SHUTTER TYPES 1/4 of Floor Joist span SPECIFICATIONS A 5 60 LT IONS ;x osure "B" r-1 RIDGE CONNECT Automatic Rollclown Shutters )q, 5d Nail at 6 P 1106 (154) Accordian Shutters 4 (all Panel Bahama Shutters A "R -ESIDENCE 4' perimeter Gorner Awning Shutters nailing (2) 16d- Nail r I OVERHANG OUTLOOKERS Connectors Gable soffits) Storm Panel Shutters nailing zone at FOG Uetail - Plywood Shutters PETER T. PODLAS blocking A Exposure "B" 130 mph 140mph RGHITEGT (C) 651-325-0929 2.5A (simpson) H2.5A simpson - C�&LANE,BOX 105b, REMSENEURG,NY 11 q60 Exposure "C" 130 mph 140mph 4 studs H2.5A (simpson) H6 (simpson) DATE: 01/30/20 Plate AA, SCALE: AS NOTED Page 2 of 4 OUTLOOKER EXI5TIN6 EGRE55 WINDOW WELLS EX. EX. 5CO: E OF NORK: V � o o (EGRE5(;) (EGRESS) FIRST FLOOR 01 206b 1 ) Remove and relocate existing kitchen as shown. Relocate existing -4 o EXI5TING o waste line into exterior wall as indicated. 5EPTIG LINE 2) Install new N14 x b2 dropped steel beam and steel square columns 2068 PLAY ROOM - 0 in walls as :shown. CL OPEN AREA - � : 3) New 4' x 5' picture window FINISHED x ? 0 4 New ouuder room GEILING - b" LL p2068 HEIGHT 8' 0" �\ 5) New 4'x 8 doorway = _ I s uare columns GLS „ > 6) Install new N12 x22 dropped steel beam and stee q Ln b-0 2668 0 d in walls as shown. 2065 NEW -q" COLUMN Beam pocket \ 1) New kitchen layout and new kitchen window BOX - r- 3.5 x 9.5 2.0E Parallam b) Convert existing garage with new bath, family room, mud room 11Remove existingsteel column and existing LVL girder as indicated 2565 5CFO o L _ J -J _ JL LJ g g ry NEW 3 DIA. ZIP 10) Remove and frame out existing garage door opening PROVIDE FRESH HIGH/ I„IECH m COLUMN ON A NEW FON WALL/FTG LOW AIR VENT - SHEETROGK UNDER R24"X24"X12" PG FTG IN EXI5TINO GARAGE 11 ) Remove existing and relocate existing outdoor shower BOX OUT EXIST. COLUMN 5D DOOR OPENING5 i STAIRCASE Remove 3 DIA. ZIP : ON EXIST. 2 FTX 2 FT X 1 COLUMN 5EGOND FLOOR f� FT PG FOOTING GO an 12) Reconfigure existing master bath as indicated X 13) Remove existing master bedroom closets and create new bedroom - GIRDER SYSTEM m �,� 3'-6" 3'-2" - 6'-0" `-� UP PRESENT AT as indicated INSPECTION O 61-6 TO BE 50' 6'- " 14) Create (2) new walk in closets in master bedroom FIRECODED GWB ON CEILING BATH #6 15) Reconfigure existing hall bath #4 - 16) Create new shared bath #3 and reconfigure clothes closet as _ X X indicated 11) Replace existing bath #4 window w/ AN 31 house trap _ - „ water main o 0 18) 5heetrock existing attic area to create a finished area for clean storage and install a new larger window for more light in existing EXI5TING 24'-0„ 10 window opening 5EPTIG LINE OB (EXISTING) BAr5EMENT 1q) Finished existing basement to create new Playroom NEM SQUARE FOOTAGE — 20) New girder system under bearing wall In garage area FOUNDATION PLAN SCALE: 1 /4 11 — 11-011 - 1156 5Q. FT. 3" ROOF VENTS 3" ROOF VENT III lil 4" ROOF VENT ISI ISI ISI ROOF BATH #3 'rte BATH #4 11 1 i , 3/4 plywood i i i i ii i i i i fire block 31111 1 1/2" 1 2 I 3" i i i 2x4 top plate mix,i 211 1 i i i i i 2ND 7-10 - 8-0 lli 1 1/2" FLOOR R13 Insulation + I clg hgt. 1/2" 1 1/2" �- GNB all 2.. 2" ' IKITCHEN I Finished Al BATH #2 i , ,^ , i - flooring is the i BATH #1 ,' i � � i i 1 � i 1 1/2" r 1 1/2" i 1 1/2" 1 1 1/2" LAUNDRY Sill Seal i 1110, 1 1/2.. 211 3 i o 15T 1 1/2" 1 1/2" 1 1 1 1/2" i 1 1/2" FLOOR • $ Basement Miall Fireblocking 3 2" 3" Detail/Section 4„ EXI5TIN6 F.A.V BATH #b 2" i TO EXISTING 3" i i i 5UIFFOLK GOUNTY i 1 1/2" APPROVED REV. 1 /1220;v BASEMENT PLAN, DETAILS, i 5EPTIG SYSTEM A5BUILT-':v F:: PLUMBING SCHEMATIC BASEMENT � 1 1/2" RODITI5 RE5IDENGE 2" ,f ,4 ?�. ;.� \ r PETER T. PODLA5 EJECTOR PLUMBING 5GHEMATIC � �'` `r'�' `r�� a� ARCHITECT O = �� PUMP NTS BOX 1055,REMSiENBURG,NY 11960 631-325-0929 DATE 1/30/20 SCALE: A5 NOTED 800 WEST RD, A3 GUTGHcOGUE, NY Page 3 of 4 I EXISTING 24'-0" (existing) DECK EXIST. HDR(3) 1.75 X 9.2514'-2" 7'-6" 20'-0" 4'-0" NEW(3)210410 W/4X4 SUPPORT 01 LVLS W/(2)JAGK5 AND (2) MULLIONS W/(3) 1.75 X 7.25 LVL HDR 3 KING STUDS (2)TW26310 W/LVL SUPPORT MULLION 11 w/2 jack studs and 2 king studs DHP310510 EX. 3.5 X 9.5 2.01� PARALLAM HDR � wm � I - - - - - - - — - - - - - - �- - - - - - -� I ��? TW21042 O cL fan Z. O KITCHEN O OCa o E _ BAT (Kitchen design EX _ X w = f #1 by others) Lu — REMOVE/ X -- I A N m LOCATE b-D" 141-7 -b 2-b 11-61. = g'_p" = o I�EXISTING v I in 1 x CIA PANTRY/ KITGHEN I cXv GL STRGE 1 EXISTING I vz d ° o SCREENED I _ _ _ _ _ _ I X PORCH REMOVE P05TAND L Q `� C) � - L DRY a INSTALL A PN14 X 82 – – – – – � � STEEL BEAM I — D O o ® "' 2665 w i �t Q 2 3"X3"X14/" SCHEDULE 1 10 1^!12X22 W12X22 I iX 405QUARECOLUMN – – – _ °— I _ - - - - - - - - - - - - -_ rn o TO REST ON FON fan �1 i i c� R WALL OR WELDED TO PACK OUT STEEL BEAM FLANGE5 W/LVL BOLTED 3"X3"X14/" _ V COLUMN BELOW THRU AND TECO EXIST. FJ'S SCHEDULE 40 BATH "' O PACK OUT STEEL G REACT INTO LVLS SQUARE COLUMN BEAM FLANGES W/ #2 x v 1 04 FLJTO REST ON FON LVLS BOLTED THRU `�,' `n °�' 1 ROOM WALL OR WELDEDAND TECO EXIST. FAMILY RM ° ,0 m TO COLUMN � � UP BELOW FJ'S INTO LVLS � r' v E ry � 24'-0 EXIST. N 6 .12 ENTRY � X 14'-0" 6'-0" 17'-2" Qo w = o Qr 0 mx GL 2668 ry o v z w = `r 4X4 P05T iv Cl C13 _ ►L DINING RM v z EX. u EX. O EXISTING (3)2X8 HDR EX15T1 N G EX. EX. I COVERED PORCH FIR5T FLOOR PLAN SCALE: 1 /4" := V-011 N EkN 516 50. FT. D (GARAGE CONVERSION) REMOVE EXI5TING 10 3046 AND INSTALL (2)TW3046 (EGRESS) NEW AN31 \ 1 W/LVL SUPPORT MULLION aj O EX. (2)2x10 HDR AN31 EX. 6-T 01 CL 0 14'-2" 4065 EX. z X W246 t3A�TH 44q - I� Lu BDRM 2 I BDRM 3 LG � I M BATH #5 1 d' EX 1 6 OVEABLE i AGGE55 PANEL13 NCO 2668 15 _ EX. 2068 PGKT '00, 4068 SL 23'-6" 4 FT. WALL fan SHEETROCK EXISTING 1 ATTIC AREA 0 2468 ; ; CL ; BATH #3 ANTIC - new finished off K L - 18 storage space '014'-q" NEW ATTIC 4068 5L 206b PGKT z AGGE55 EX. 5HEETROCK EXI5TIN(5 CL ATTIC AREA M'B D RM 14 FT. WALL 14 2868 5D o N 24" X 48" REMOVEABLE OL `� .x AGGE55 PANEL SMOKE DETECTORS TO BE EX. H RDWIRED AND GO REV. 11/12/20----- FIR5T AND SECOND FLOOR BDRM 4 A5 - BUILD ` �'""� ` PLAN, KEY I' ERGONNEGTEO .4 ` 5D SECOND FLOOR PLAN 7 L246b SCALE: 1 /4.. _ 1 ._0.. s.. ry ' RODITI5 RESIDENCE EX. EX. u 81 •� fi � NO NEIL! SQ. FT. PETER T. PODLAS �� `'pry 4� ,n� O EX. EX. ARCHITECT.` 14' 10" ' BOX 1058,REM5E.NBUR6,NY 11960 631-325-0929 DECK - DATE 1/30/20 800 W 5T RD, A4 NE 5T A5 NOTED GUTGHOOGUE, NY Page 4 of 4 �I A I �° /��I G 2015 IRC SMITH NYS 2011 UNIFORM GODS SUPPLEMENTS 15.00 WATER AND SANITARY Y TEM 17.15 Landings (R311.3.3) Stairways - a floor or landing to be provided at top and bottom - No landing required at -" I E Rl' L S P EG I F I GATI O I`1 J SINGE 10131/17 INCLUDING 2015 IEGG & 2016 ENERGY 7.05 s=lashing - Aluminum flashing, lead coated, flash all wall penetrations. f=lash top of an interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing is ��° '�' CONSERVATION CONSTRUCTION GODS SUPPLEMENT 15.01 Sewage disposal s stem and fresh water supply shall be designed and built all corners. Plash all valleys, ridges, windows, door heads, and joints of dissimilar g p y pp y g required on each side of an exterior door- At other than the required exit door, a landing is not required materials. Termite Shield - Copper Kreft Paper in accordance with Suffolk County Department of Health. on the exterior side of a door having two or fewer risers. Egressl doors, - a floor or landing shall not be more than 1 1/2 in. lower than the top of the threshold - At other than the rea,rired exit door, the elevation 2.00 SITE WORK 7.06 Caulking/sealant - as selected by Builder. 1.00 Survey data takers from survey: 5calice dated: 1112019 16.00 MISCELLANEOUS different below the threshold of an exterior door is limited to 7 3/4", provided the door does not swing - over the landing (not applicable to storm doors). (R31 1.3.1) 2.01 Excavation shat! >e sufficient to provide full design dimensions or tc, allow for forming 7.07 Gutters and Leaders - .032" prefini!,hed aluminum gutters. .024" prefinished aluminum 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or enc tip walls due to anysuperimposed pressure, shoring, bracing, etc., shall be employed 17.16 Emergency as required. All footings to bear on virgin soil, per-;:>::�ure assumed bearing cap 2 TSP. leaders. Color - whine. To dr•ywells if r�;:quired. g y Escape and Rescue Openings (8310.4). Bilco enclosure:, with direct exterior access p until the full dead load of the building is on the wall. Do not backfill against foundation permitted if in compliance with requirements. 2.02 lackfill and compaction - use clean earth containing no organic matter, well graded. 8.00 DOORS AND WINDOWS walls until floor system installation is complete. 17.17 Stairway Treads and Risers (R311.5) Maximum riser height to be 13/4". Minimum tread depth Fill beneath structure shall be compacted to q501b density as per ASTM D 1557 i 16.02 SNhere drawings are in conflict with other drawings or details the contractor shall notify to be 10". (R311.7.5.2.1) Stairway width - stairways to be, a minimum of 36" in width at points above the Method D. Backfill shall not be placed against the; existing foundi,,don walls until the 8.01 Openings for emergency use shall include doors or operable parts of windows located g g 'nd handrail height. " the architect for clari ication. Do not scale drawin s. permits., g Handrails may project a maximum of 4 1/2 at-, one or both sides, of ,,.�'�' as to provide unobstructed egress to legal open spaces. Such openings shall not g stair�,�;a,�s. Minimum clear stairway width at and below the handrail height, including treads and concrete is of a sufficient strength and the walls Far:: braced at bot-ii top and bottom impede egress in an emergency, shall have a minimum area of 5.7 sq. ft. with a min. 16.03 The architect will not have control or charge of and will not be responsible for construction � „ by framing lumber or temporary bracing. and landings, to be: 31 1/2 with handrail on one side only, 27" with handrails on both sides, height of 24 and a min. width of 20 with bottom of openings no higher than 44 above means, methods, techniques, sequences and programs or for safety precautions and programs W,ihi+n each flight, maximum variation of 3/8" between greatest and smalizst riser heights. V'�lithin 2.03 Drainage at footings - as required 4" diam. perforated plastic pipe to dry well if soil finished floor in all above grade stories. All glass within 18" of floor to be safety glass. in Connection with the work. ea�_h fiieht, maximum variance of 3/8" between greatest and smallest tread depths. Staiwaays with Backfill shzil not be laced against the existing foundation walls Grade floor openings should have a rrih. net clear opening of 5 sq. ft. (R3 10. solid r'.sers to have nosings of a minimum of 3/4" and e maximum of 1 1/^". Nosings not reouired conditions require' it. p �y .. 1 b.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations ., , r, • „ until the concrete is of a sufficient strength and the walls are braced at both top and for tr�.::,ds at least 11 in depth. (Open risers cannot permit the thea pcass�ige of a 4 sphere:.) bottom by framing lumber or temporary bracing. 8.02 Minimum window requirements per roe m is 8% of floor area for light and 40/0 for and lawful orders of any public authority bearing the performance of the work and shall promptly ventilation. notify the architect if the drawings and specifications are at variance herewith. 17.18 5t,3inway Height (8311.7.2.) Min. headroom of 6-8" for stairways and landings. Headroom height 3.00 CONCRETE r m .ns,.+red vertically from sloped lame adjoining tread rosin or from floor surface of 16.036. O�.�n1.:� and contractor _hall indemnify and hold harmless the architect and their agents and p p j g g 8.03 Doors and window_ to be insulated glass. �� } la ai�g or any platform. accessible space under st�air�, to receive 1/2" -LOb. 3.01 Concrete work shall conform to American Conrret.- Institute Standard. employees from all claims, damages, losses and expenses including but not limited to aitLnrney fees erising out of or resulting from the performance of the work provided that any such claim, 17.19 5p:? i-�1 '3tai ways (K311 .7.20.1). Winders to have minimum tread W*110•r of 26". 8.04 Entrance doors to conform to NYS Energy Code. damage, loss or expense 1 is attributal:;!e to bodily in'urL , sickness, disease or death or to injury ' . 3.02 ��c�ncrete shall be a min. 3000 psi class @ 28 oar is unless noted vt erwise. Porches g O y 1 j nJ Tre i1 ,_depth to be at lea:5t 6 3/4 at walkline. steps, steps, garage floor to be 3506 psi. to destruction of tangible property (other than the work itself) including the loss of use resulting there 8.05 Garage doors to be rated for current/applicable wind load. � i 17.20 5r,•u>ke Alarms (8313.1) Where multiple smoke alarms are required, interconnection is regi.�ired. from and (2) is caused, n while or in part by any negligent act or omission of the contractor, any sub- °,4• ,. ., tci-.% alarms to be located, in each sleeping room, outside of each =e.r�.arate sleeping area in 3.03 Relnforcing Rods - ASTM A-305: 616 x10/10 M,F: ASTM A-1 b5. Rbinforcing contractor, anyone directly or indirectly employed by any of them or anyone for whose arts any of them 5.06 R3 .2.2 Window fell protection shall be provided in r+ r n tl' ,: :,;-Jiediate vicil�itr; of the bedroonns, on each additional story of':h�_ dwelling, including !^a.sement5 in Footings onli.where variation in soli conditions r'r4;sire, and ueicr� ;oil does net , r }. ��,� � a, �� , „ ^ mail be unable, regardless whether or net It ;s causer in pat .;y a party indemnified hereunder. d r. Is - � -�-� I �� . � n .N 9 a:....C,_dance with; 7 e . i^ns RE'll W2 � .,:1d R1 12 2.2. R:_ � .. : 1 ✓n c.c c in moi_-lit !- lt.i d1wellin-s Luh 3n inte,-ir-tins ;-I'_� r is located `_'Vide 2 7VJ 'ill �''' i noted otn�.u�,i_... [ �i'w ii:L.1t i not en_c�t�:� for SU efY1..�IJY; , ,.,,' Gia c7::,t+,a '.,�nlf.,a l`1 :4;.- �; - } I- ,;al.. t .a t-, .�.. f '. � ' Window sills in dv.•eliing units wl..,er�, t�lr. top elsill of an %parable wind::�.� "6 04 s r� _ p =, p .. �,t _ ise noted. ,,. 4�c.en,. ,e�,;_:_.. E'�i� r,!arrn Icc.a��::� only on the u:�-p��;� '��ve= is c�err�l ;_�d where there i�D r1:> opening is located less than 24 in. above fin. fl. and greater than 72 in � ir,t.�-. ming door bc� ,r �:,zn the adjacent levels and the lower level is !c:�: I:han one full store.! !.clow 3.04 i-armwork shall be well braced true to dimension, ievel and plumEr ;grid foundation above fin, grade or other surface below on the ext. of the building, 1 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and t� : upper level. Any alteration, repair, addition or conversion to an existing dwelling requiring a building has been designed for grades less than 5%' the operable window shall comply with, one of the following: the ou.,ner. Architect to be notified in writing of all changes prior to and during con- now requires that all sleeping rooms in the house be upgraded a�iti� hard wired & interconnected p p y g K P a p., 1) Operable windows with openings that will not allow a 4 in. dia. sphere struction. This drawing is an instrument prepared to facilitate construction and shall not sr ;.:�:.P alarm. 3.05 Vapor Barrier 4 mil. polyethylene sheet lap all edg=es 6". Membrane waterproofing be construed as a contract between the builder and the owner. Federal, State and Local drails Size R f a i+ shall be installed on a!1 sub-surface exterior foundation walls. to pass through the opening where the opening is in its largest position. 17.21 N��.a. e ( 3 i 1.7.8.3) Two methods prescribed with option o, ✓�..epting handrail with 2) Operable windows that are provided with window fall prevention devices zening and building code compliance shall be the responsibility of the contractor. ecUiva!ent graspability. Type 1 rails - if circular cross-section, diameter of 1 1/4" to 2"; 3.06 Footings at difrer<°nt levels shall be stepped and the step rise and run shall be a that comply with ASTM F20gO. P if r, i�c secular rail, cross-section of 2 1/4" maximum with perimeter of,!," to 6 114". Type 11 3) Operable windows that are provided with window opening 16.06 This structure has been designed in accordance with the NYS Energy Conservation code, „ maximum slope of 1 vertical to 2 horizontal. p p p g re:>idential code in NYS. ra':s - perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on control devices that comply with Section 8312.2.2. bc.: t sides of rail, with specific dimensional criteria set forth in code. 8.07 R312.2. Window opening control devices shall comply with 17.00 Guards and window fax! protection per Sec. 8312 4.00 MASONRY A5TM F20gO The window opening control device, after 17.01 All envelope systems shall be in accordance with the latest revision of the NYS Energy Conservation Code. 17.22 H,::.,drails (Section R31 1.7.8) Located at 34" vertically above nosing of treads. Min. of one handrail ` operation to release the control device allowing the window ref.::.fired for stairs of four or more risers. Handrails to be continuous full length of stairs from a point 4.01 Concrete Masonry Units shall meet ASTM G-q0 grade A; solid block A5TM G-145 to fully open, shall not reduce the net clear opening area of the 17.02 Fireplace construction shall be in conformance with Sec. R1006. Air leakage with glass diratly above top riser of a flight to a point directly above lowest riser of a Fight - may be interrupted grade B. Shapes as required; 28 days old before installation. Minimum net window unit to less than the area required by Section R310.2.1 . enclosure and doors outside air supply shall be provided as per N1102.4.2. btj :: new post at a turn, volute or turnout permitted over lowest tread. Guards (8312.1) Railing is to be compressive strength of block to be 2500 psi. a r-w. height of 36" where porch, balcony, landing or raised floor surface located more than 30 in. °1.00 FINISHES 17.03 Guard rails are only required where the difference in grade is more than 30". (R312.1) Opening in ab. ve floor or grade below. 4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish 'a" guard rails to be 4" max. (R312.1.3). Handrails are required on stairs with 4 or more risers (R311.7.8). 17.23 Dre! ,s at masonry walls below grade. q.01 Drywall - %" tapered edge gypsum board, applied, taped and finished as per U5 topping and Fireblocking (8302.1.2 and 8302.11) Where a floor membrane above and Gypsum Company recommendations. Use water resistant type as substrate for 17.04 The code describes the height of a building as the vert. distance from the grade plane to the to ceiling membrane below create the concealed space in a fl endo i!ing assembly, draftstopping av height of the highest roof surface. Grade lane is lowest point of rade from an distance 6'-0" to 6�e presided under following circumstances: ceiling suspended under floor framing, floor 5.00 METALS ceiling as per NY5 Building Code. awash from house. g p g y framing constructed of truss-type open-web or perforated members. Materials for draftstopping to be adequately supported and installed parallel to floor framing members unless otherwise 5.01 Anchor bolts shall be 5/5" diameter embedded 7" in poured concrete and 15" in 10.00 GA5T-IN-PLAGE CONCRETE 17.05 Attic access openings must be a minimum of 22" x 30" with a min. of 30" unobstructed headroom ap :roved., 1/2" gypsum board, 3/8" wood structural panels, 3/8" Type2-M-W particleboard unit masonry. Min (2) anchor bolts per section of plate. 12" from each end with inter- other approved materials. mediate bolts as per chart on seet A-2.. above (880'1.1) 10.01 All reinforced concrete shall be furnished and installed in accordance with the CC's;°PLY WITH ALL CODES OF current AGI-318 "Building Code Requirements for Reinforced Concrete." �/ YORK ST,�TE & TOWN CODES 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. 17.06 Stairway Illumination (R303.7-R303.8). All interior and exterior stairs to be provided with illumination, including AS / YOR �D �TE CONDITIONS OF 18 CA galvanized steel. Use all snails provided by manufacturer. By Simpson or equal. . - landings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing ENERGY GODE i 1.00 FOUNDATION NOTES All framing to receive hurricane clips and tie-downs as per sheet A-2. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in S UZBA 11.01 The presumptive soil bearing capacity is assumed to be (2) TSP for all footings. immediate vicinity of top landing of stairway (bottom landing for basement stairways). Light activation - ----- SC�eTOWN NN!'�'G BOARD 5.03 Nails - number and type for each application as called for in the SNFGM (see sheet A2). devices to be located at both top and bottom of interior stairs; located within the dwelling unit for ° exterior stairs (continuously illuminated or automatically controlled also permitted). Exterior decks with -� S'vSTEES 11.02 Pilled subgrade below floor and footings shall be compacted to be q5/o of the !=f7/FiCA LON 5EE ATTACHED staircases light switch at top and bottom of stairs. modified proctor. :''.0 CC7,`J7ENT BEFORE 6.00 SNOOD 17.07 SN.henever an alteration is made to a residence, the entire residence has to have hardwired smokeE OF T OCCU ANCY� GALGULATIONS� . , 11.03 Provisions must be taken to protect all concrete work from frost damage with special detectors installed (R314.2.2). IC..G 1 6.01 Sill Plate - MGA treated to meet American Wood Preservers Institute standard. - ��;s USED ILV v✓A / attention paid to footings and other on grade prior to backfilling and enclosing the building. �L.,`SYSTEMCAN"�rOT `'�"a� � ` (�� c.- Termite shield - Copper Kraft 17.08 Exterior frame walls with no fire rating of 0 hour have a min. fire separation distance of 3 ft. (R302.1.2). r'C L;�UFF`1 2/10 OF 1% -4 11.04 The maximum vertical distance measured from the top of a basement floor slab to UA R n ,/� 6.02 Floor, ceiling joist, roof rafters and girders - same grade and construction as for outside finished grade shall not exceed the following. 17.0q Landings are required at exit doors other than the required exit door if there are more than 2 risers UARE FOOTAGE AD D I TI O (8.08). Type of Wall Height (R311.3.2) �`� structural lumber noted below yp 9 ' !i'AE3ING First f=loor . . _ 516 5Q. FT f.�.,.'.... ,. _ 8" block w/#5 rods @ 48" o.c. 8 ft. :" iBING WASTE , 17.10 Light, Ventilation and Heatin 6.03 Bridging - wood cross bridging - as required by code. 8'-0" O.G. 8" block w/#5 rods @ 40" o.c. q ft. 9 g (8303.1) Habitable room to be provided with aggregate ,..:R LI'1E-S NEED 5eGOnd Flool", r ry XXX 5Q. FT. ' ; -l 8" concrete (unreinforced) max unbalanced backfill hgt 7 ft glazingarea of at least 8 percent of the floor area of the rooms. Exterior glazingnot required Tr FORE COVERING 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide 8 concrete 8 wall reinf. #5 47 OG Vert. max. unbalanced backfill h t 8 ft. g p g 1156 �JQ. I=�. �. in rooms with artificial light capable of avg. Illumination of 6 ft. candles at 30 above the floor. BaSel'nef'1t._. shopdrawings sealed b a Professional Engineer; fabrication certified b engineer 1. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of �. r...;: ^!_!:. 9 y 9 y 9 8 concrete q wall (reinf.) #5@41 oc vert. max. unbalanced backfill hgt. aft. Garage ' �r'e �. -. - g :- 255 5Q. i=T. riot to installation. the: rooms. :.. :. : �., C. ..1 77 P 10" concrete 10' wall (reinf.) #6 @41" oc vert. max. unbalanced backfill hgt. q ft. POO) HOUse` ' "y g ' 325 5Q. T 'l CC.1 _^i"'i iF ' I'' ' i'' _-T I ELE MCA�-1': "'=TlRPO I House Porch 6.05 Floor Deck - 5/8" plywood, standard G-D-X DTPA, direct bearing at edges. Provide 12.00 MASONRY 215 5Q. FT.YoRi r, �, 17.11 Ceiling Heights (8305.1) Minimum ceiling height of 7'-0" to the lowest projection required for Trp ,r plywood finish underlayment below all vinyl flooring or equal. Glue to joists. �1rn R�}tiG� DES!G oil Cn,.lS s i;t C11., J 12.01 Concrete masonry units (GMU) to ASTM G-q0. habitable rooms. Minimum ceiling height of 7 ft. permitted for: hallways, bathrooms, laundry PEiP!r� ;uRt`i `'y`LC� 236 „ rooms, and basements Habitable basements areas, with reduction to 6'-8" at beams, ducts and other ,�,� �� 6.06 Roof Deck - Y plywood G-D-X OFPA, exterior glue. u,1„L1A . R� --- 12.02 Minimum net compressive strength shall be 2,000 psi. obstructions. Minimum height of 64" permitted in nonhabitable areas of basements and hallways, with Or THE p�!5� s'�trawing has been prepared in accordance with the provisions of Title VII, Article 6.07 Sheathing - 1/2"' plywood G-D-X DFPA, exterior glue reduction to 6'-4" at beams, ducts, etc. 145, Sections 7200-720q of the NYS Education Law. It is a violation of said law for 6.08 Wall Studs - 2 x 6. See framingand plans for spacing. All structural lumber shall 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. any person, unless he/she is acting under tlhe direct supervision of a licensed p p g. 17.12 Sanitation (R306 and 8307). Toilet, bath and shower spaces to be provided with fixture professional Architect to alter any portion of this drawing in any way. If any part of have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1 q% moisture clearances and clear floor space as shown in Fig. R307.2. Shower compartments to have this drawing is altered, the altering Architect shall affix to the item altered his seal and content, Doug Fir No. 2 unless noted otherwise. 12.04 Provide "Dur-o-wall" standard gauge or equal in all walls over 6 courses high. g g nonabsorbent surfaces to a minimum height of 6 ft. above the floor and 305.1. the notation "altered by" followed by his signature, the date of alteration and a 6.0q Siding to match applied over 15 Ib felt or Tyvek 17.13 Hazardous Locations (section 8308.4, 8308.4.7) Specific hazardous locations where specific description on of the alteration. � glazing to comply with provisions for human impact loads: Glazing in side-hinged swinging doors This drawing has been prepared for these 6.10 Plywood - all plywood used structurally shall meet the perFormance standards and 13.00 STRUCTURAL STEEL NOTES I g p p specific project indicated, and is an , (other than jalousies) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels instrument of service copyrighted b all other requirements of applicable U5 Commercial Standards for the type, gradey, and the sole property of Peter T. Podlas, PC. in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging This drawingmay not be copied or used, in whole or in art, y party without the and species of plywood and shall be so identified by an approved testing agency. 13.01 Steelwork in general shall conform to the currents specifications for the design, y p p by an 9 p g doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs fabrication and erection of structural steel for buildings adopted b the AISG. expressed written consent of Peter T. Podlas, PC. infringements or any use of this 9 P y and showers. Where any part of building wall encloses such compartments, glazing within 60" j drawing for any other purposes will be prosecuted to the full extent of criminal and 6.11 Provide double joists under all parallel partitions. vertically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking civil law. Possession of any copy of this drawing not containing this notice or the 13.02 All structural steel shall be in accordance with the ASTM specifications, A56 surface, 5 ft. horizontally out.) See Figure 8308.4.7. Architect's seal and signature in red ink will be greurids for prosecution. 6.12 Provide (2) 2" x 10" headers min. over any window, door opening or any opening with a strength of 36,000 psi. with double uprights, q'-0" and over with triple uprights, unless otherwise noted. 17.14 Automatic Fire Sprinkler System NOT required to be installed (R313.1) There shall be no master filing of this plan with any building department and shall See Header Schedule A-2 13.03 All connections except as noted on plans and details shall have bolted or welded deem the plan to not be valid, sealed and signed plans are good for one calendar connections as in the latest edition of the AI50 manual. year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood !-beams an • This plan is for the building lot address below and is for a one time use Dated LVL products or equal. All joists, girders and headers shall have bearing stiffeners 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. Architectural 01/30/20. Address: 800 West Road, Cutehoeaue, NY installed as per manufacturers recommendations. Web stiffeners shall be required at all load and bearingpoints at a minimum. Handling, storage and erection of Review Board p 9. 9 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, components shall be as per manufacturer's recommendations. plywood, roof trusses, and sheathing are in place. GENERAL NOTES & SPECIFICATIONS 7.00 THERMAL AND MOISTURE PROTECTION NOTICE: BUILDER'S PLANS _c 7.01 Dam roofing, brush apply one coat of asphalt emulsion to exterior of all below 14.00 ELECTRICAL p , . pp p p competence ` ' RODITIS RESIDENCE The Contra<,tor warrants to the Architect that he possesses the articular com etence and skill in � � � ��,,> -- rade walls. Also add vapor barrier as per 3.05. g p p construction necessary to build this project without full engineering and architectural services, and, 14.01 Shall conform to the latest revision of the National Electric Code, the Local Power for the reason that the Contractor wishes to rely upon his own competence,the Contractor or Owner 7.02 Sill Seal - 1/2" x 5 1/2" compressible fiberglass beneath all exterior sill plates. Company and all applicable local regulations. has restricted the Architects scope of professional services. In reliance on the Contractors warranty PETER T. POOLA5 and at the express request of the Contractor or Owner,the Architect has under taken a limited scope 7.03 Insulation - Walls R1c1 Batt Insulation type day/night of professional services.The construction documents provided by the limited services shall be termed ARGHITEGT 14.02 Provide clock t e da /ni ht thermostat. " Builders Plans"in recognition of the Contractor's sophistication. Construction will require that the BOX 1058,REM°ENBIURG,NY 11960 631-325-0929 Ceilings - fiberglass 12" Batt R-38(flat) R-25 (cath. clg) Kraft paper faced Contractor adapt the" Builders Plans"to the field conditions encountered and make logical adjustments All interior walls to be R- 13, 3" Batt insulation. 14.63 Provide smoke detectors as per NYS building code. in fit, form, dimension and quantity that are treated only generally by the" Builders Plans". In the event DATE 1/30/20 Al additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of 800 WEST RD, 7.04 Roofing - 30 year arch. shingle with 6 nails per shingle 14.04 Kitchen and bath to have exhaust fan as per NY5 building code. the new project, he shall immediately notify the Architect. Failure to give a simple notice shall relieve the SCALE: A5 NOTED GUTGHOGUENY Architect of responsibility for the consequence. , Page 1 of 6 Ground Snow Load Ultimate Wind Exp re 1 mile of coast? Double Plate Splice (25q) Nailing Schedule Table 3.1 (114) 30 P5F 130 or 140 B,I G, D Yes or No 4'—O" C-; Fi-,*,IERAL !5PEGlf= ICATI (9N5 For exposures "B","G","D" -- ��te # # nail spacing " Building Dimension 25 x 24 Min. Splice Length 4l-011 Joint Description common Approximate Distance from Ninnlborne Debris Protection 9 p g box Avg. High Tide Mark f�t;rlaired � � � � n�iis (ENGINEERED DESlC-�N PER ASCE 7-10 REEF. ROOF FRAMING --1O STANDARD FOR kNIND DESIGN YNOOD FRAME -- ; r No NAIL 5PAGIN6 for Wall Sheathing - CHART B blocking to rafter - toe nailed 2-ad -10d each CONS-i"RUGTION MANUAL 2015) Less than 1 mile �Ye.; o p „ , p 2-16d 3-16d each Greater than 1 mile Exposure B 4 perimeter sheets interior sheets rim board to rafter -end nailed Weathering Seismic Termite Frost Line Depth 130 mph edge 6110c, edge 6110C end interior 12"OG interior 12"OG WALL FRAMING Severe WA Mod/Heavy 36" top plate to top plate - face nail 2-16d 2-16d per foot � T�� } � 140 mph edge 6 OG edge 6110/-� top plates @ intersection - face 4-16d 5-16d joints-each side x xr 3.2t` � rsE'' Afta> tt l 2-16d interior 12 OG interior 12 OG stud to stud - face nailed - 24" O R;. A•k��e�•�a:b-•r«-PR I snt�Msn�*a��u+t�,n•fi'a Flood Hazard Y�!inter Design Temp. Ice Shield Underlayment I header to header - face nailed 1-16d 1-16d 16" oc along Exposure "G" 4' perimeter sheets interior sheets top or bot. plate to stud - end nail 2.-16d 2-16d per stud rra�,; iT0,4.M ;. s�,,., r au9 aas. , c4 rF" urr� q0i gletow and dwtaenA0Nstx�ers€ Yes or No 11 degrees NIA 130 mph edge 6"OC edge 6110c, bottom plate to floor joist, band I 9 '' q h # 3/41 Pcy.AfiE('�J0 interior 12"OG interior 12"00 joist, endjoist or blocking 2-i 6d 2-16d per foot Decay A pest Ratio (LIN) Max. Bldg. Dimension = a0' _ _ 25x24 40 mph edge b OG edge 6 OG (1 �) 16d ea. FLOOR FRAMING Slight to 1�•!ir•I. 1 :4, Max 4:1 Actual Bldg. Dimension ., interior 6 OG interior 12 OG joist to sill top plate or girder -toe 4_ad 4-10d perjoist side of splice Moderate Actual 1 11.04 p Top bridging to joist - toe nailed 2_ ci 2-10d each end Anchor Bolts (155 below date I #, t.._ 1 t blocking to joist - toe nailed 2_ad 2-10d each end i j r --- ;r --- - -- -- IX Roof Live 20FISF Exposure "B" 130 mph 140mph _ Roof Dead Load 20F15F 1 v :=door Live 40 P5F, Dead Load 15 P5F _ _ _ --- + _,_ blocking to sill or top plate - toe 3-16d 4-16d each block 4 --- ledger strip to beam - face 3-16d 4-16d each joist Ground Snow Load 20 psf 2n(j 'Floor Live 30 PSF, Dead Lead 10 P5F ---_ ,l Diameter 30 OG 30 Oc, --- _ .9-1 0d { q ➢'3 ^� o„ joist on ledger to beam toe 3 Iper joist r , Spans Exposure B, G, D Douglas Fir #2, *�=b = 550 .psi, E= 1 ,600,000 (2q1) - �1 �" band joist to joist - end nailed 3-ihd 4-16d r r.erjoistExposure (', 130 mph 140mph . ^ xI' Bottom band joist to Bili or top plate 2-16d 6d per joist plate x8 2x10 .x12 "TOP VIEY� 4/3" Diameter 30" 06 30" OG ROOF 5H� ,TRINGRafters 12 oc 12-6 5-10 1 q-4 2. -5 te : r1. q C. 1 Old ,:.'C chart , Gig Joists 12"oc 1"-0 -1 23-3 26-0 :. . 16"oc 13-0 16-6 20-2 26-0 CEILING SHEATHING _..,=.r.. _� 5d coolers 5d 7" ed e/10" Notes: Anchor bolts to be a min. of 7 embedded into concrete, max. 12 from an sum wallboard 9 1st FI. Joists 1?. oc 10-q 14-2 18-0 �0-11 y ----------`—I gyp Rafter eel corner and lice, min. 2" from edge of sill late. Anchor bolt washer to be d � coolers field 16"oc q-q 12-q 15-7 l a-1 p 9 p f 2nd FI. Joists 12"oc 11-10 15-7 1 q-10 23-4 3" x 5" x 3116 , max. 1/16" oversized hole. Use hot dipped anchor bolts and washers d NALL SHEATHING h"oc 10-q 14-2 17-5 20-3 Connector in all flood zones. Double up all 2x6 sill plates and lap bottom splice with top plate and - �_ structural panels ad 10d see chart spike top plate to bottom plate with (3) 16d common nails each side of splice in lieu of Max. Cantilever - load bearing gypsum wallboard 5d 5d " edge/10" F1 g v,Y e 3,2 g P2ne9 SP,111sc, Oco,'t-, n Infer Harizot i t ramIr finenit;r!.r RR / GJ HEEL GONNECTION5 ( 1 q0, 1 q1 ) having both anchor bolts within 12 of splice on the bottom plate. (Note: the bottom Non - loading bearing : cant. span < plate splice must have a least one anchor bolt within 12' from its end) (3.2.2.3) 1/4 of Floor Joist span FLOOR SHEATHING coolers coolers field structural panels < 1° as 10d 6.. edge/12" ,;;;'.: Roof A 5d cooler= 1 5/8" 5d gypsum Rafter Slope 8112 _ Roof Span 12'0 LNote: If strap is under mud sill anchor bolt washers are 3 in x 3 in field it it ri ;; s 'sM- ryra s3;4 AA - Use Simpson H 6 at :after and face nail RR & GJ together with ( 3 ) 16d nails. square (117 ) panel nail, 112 ga.,15/64 Solid blocking @ 15t two end bays of floor joists for each dia. head = 1 1/4" drywall floor 45" OC. Blocking to receive a min. of(2) ad each - Use same connection at ceiling joist to ceiling joist lap splices. � @ 9 @ I ► 4i 11 t° €s p ak 1i screw end of blocking. if it Roof B Window openings connections: it it tt tt 1i! :lle.,7 In Rafter Slope Roof Span ROOF SHEATHING REQUIREMENTS FOR WIND LOADS it 41 tg E BB - Use Simpson H 6 at Rafter and face nail RR & GJ together with ( ) 16d nails. 11 it 11 tt 1 ,yin Is ,�0% I window # size #jack studs # king studs Simpson connector ➢� _ �, (1 q3 1 q2) ]��t 1t it 1t 11 t5 ��{� z `_ r Use same connection at ceiling joist to ceiling joist lap splices. Exposure B 1/2 - — rt I a a 3 See Exposure "C" = 1/2"* " applied with corrosion resistant fasteners ( R _ _ `"`-�- """""" `"` """""`""""""""�`�" See actual Floor Plans for strapping reqmn'ts — _— -- ------------------------ - - Roof G 805.2.1.2) _= = = ,== =,== = . '_-_ , -,_________ I1 .,, pa-Im-t 3 �� PantI egg;;,. Rafter Slope _ Roof Span le stud above the Attachment requirement are to be applied on Doug Fir Rafters with ad Where attic floor or ceiling 1t tt t GG - Use Simpson H b at :after and face nail RR & GJ together with ( ) 16d nails. head r to precei e a Simpson H6 common or 10d box. Perimeter sheets are 4'-0" out from all edges of roof diaphragm ( 5'-0" in from able 1t 1g t See Floor Plan for Qtn. g It It 11 114 11 Use same connection at ceiling joist to ceiling joist lap splices. connector plane. walls) is used to brace the able It tt i1 of Kings&Jacks and g __,_,___,_,��-_�______,-., ,.,._.,______..____....___ strap sizes& ti tt It 1 t1 __� - --_�-.�__----- Roof D \ H6 Stud to Hdr.Strap by Simpson NAIL SPACING for Roof Sheathing - CHART A end wall or where a hip roof + -------------._.._____..... _ .... _ (2)160 common nails it tt 1t to 11 pe-stud to plate Exposure "B" 4' perimeter sheets interior sheets system is used you dont have to It It .-__"-__�__- __�"�' ,"-_"�--_"`-__ -__°- Rafter Slope _ Roof Span connection 130 mph edge FOG edge FOG block the 1 st two rafter bays it tt 11 1k it DO - Use Simpson H 7 at Rafter and face nail RR & GJ together with ( ) 16d nails. interior 12"OG interior 12"OC ,W tt 1t 1t 1t 1$ Use same connection at ceiling joist to ceiling joist lap splices. H6 by Simpson _ 11 1t 1t 1f 11 to late ' re 32-11 140 mph edge 6"OG edge 6"OG , � I "!�fii�€4YtIr tfterS s1� rrrni�ct�a$��nr� Roof E interior FOG interior 12"00 I Rafter Slope Roof Span BLOCKING- PERIMETER - L IN FIRST 5HEET5 EE - Use Simpson H 1 at Rafter and face nail RR & GJ together with ( ) 16d nails. �, o TWO BAYS Exposure G 4 perimeter sheets interior sheets INTERIOR Use same connection at ceiling joist to ceiling joist lap splices. 130 mph edge b"OG edge 6"OC RR'S NAILING TYPICAL 1�NINDON 5TRAPPING DETAIL interior 6"00 interior 6"OG INTERIOR AREA 5HEET5 PER"METER NAI%,NG Moor openings connections: 140 mph edge b"OG edge 6"OC -4� AREA interior 6"OG interior 6"OC TYPICAL SHEET Door# size #jack studs # king studs hdr. connector (Simpson) 5PAN ' TYPICAL ROOF # of J,�GlGS # OF KINGS Figure 32tt Jee actual Floor Plans for strapping regmn'ts SHEATHING (210, 274 ) 1?� r��#.�atc��ttcrrtncssts Nhere wind is > 130 mph use Solid blocking @ 1st two end bays = of ROOF RAFTERS @ 4a" OG. Blocking to receive a min. of(2) ' „ 1 2 SHEATHING 0 - 4 -�n If F Every cripple stud above the r ad @each end of blocking. ( 124 ) header to receive a Simpson Hb See Floor Plan for Qtn. / -Ori - —I'-O" 2 _____ connector V _--------- of Kings&Jacks and /'� strapsizes&(2)160 R Q'M N T5 cor mon nails per stud H6 Stud to Hdr.Strap by Simpson O'-O" - 1 1 '-0" 3 4 ~ ° $ ; to late connections R.O. 1,,Nall Framing - Exterior load bearing wall 3.20C p. 121 :_.. . ; p for 121-011 - 131-01' 3 5 * door Studs Exposure B Douglas Fir#2, Fb = 550, E= 1,600,000 q -Q" _ 1 6'-0" 4 b I = 130 mph 140mph 2x4 2x6 2x4 2x6 r V Stud length 10-0 10-0 _ _ HURRICANE SHUTTERS Where wind is > 130 mph use Solid blocking y . p g @ 1st two end bays of END WALL @ 4a" OC. Blocking to receive a min. of(2) ad @ The General Contractor is to provide the ,� t p each end of blocking. ( 121 ) V it I, If j�q ..studs Exposure G Douglas Fir#2, Fb = 550, E= 1,600,000 structure with 1/2" COX plywood panels w/ `` .rt 130 mph 140mph --J" :_ a �.. M.. "�" T �PIGL DOOR STRAPPING DETAIL p g $ 2x4 2x6 2x4 2x6 re-drilled holes for fastening screws for all Windows and Doors. Panels to be Stud length 10-0 10-0 10-0 10-0 +n �Ay , numbered and stored on site in a dry area. _ Unauthorized alteration or addition to this Ian is a Use #5 Wood Screws - 2" embedment: p 16" OG for 0' - 4'-0" Panel span ® violation of section 720cl of the NY5 Education Law Perforated Shearwall Holdown Capacity for Exposure "B", "C" , "D" (221) 10" OG for 4'-0" - 6'-0" Panel span �'igus�3.=1 Sr�ea�lns � R��'rAj�orna�ve Detat�) - a" OG for 6'-0" - a'-0" Panel span copies of this plan not bearing the Architect's red inked seal and -- --- Nall Height Lbs. Aspect Ratio signature shall not be considered to be valid and shall not be valid FA RIDGE CONNECTIONS Exposure "C" for construction. 345b # per floor 3 1/2/ 1 "code" Use #10 Wood Screws - 2" Embedment: '° There shall be no master filing of this plan with any building Ridge Connection q'-0" 3824 # per floor Actual LIN = 25 /24 16" OG for 0' - 4'-0" Panel span department and shall deem the plan to not be valid, sealed and Ridge Connection Strap - G520 16" 10'-0" 4360 # perfloor = 1.04 < 3.5 12" OG for 4'-0" - 6'-0" Panel span signed plans are good for one calendar year from the date listed 2x flits Strap - G520 16" OC ride i 2'-D" 5232 # per floor q" OG for b'-0" - 8'-0" Panel span below. Ranet i t t OCridge / vent This Ian is for the buildin lot address below and is for a one I I edge vent (cont.) d d time use Oated:01/30/20.9 _---.-__--_-_-� � _____- �': (cont.} ® Address: 600 West Road, Gutchogue, NY a�4=aatraaznz: Poi--- - -=��- � Max. Cantilever - load bearing Holddown ( 221 + LJ A— }`�, yam. Non - loadingbearing : Gant. span / ,w" - ' -, ',�L GENERAL NOTES & HIGH WIND 9 P HURRICANE SHUTTER TYPE., < s act I hC i 1 1/4 of Floor Joist span .,-' >,�> ' P SPECIFICATIONS B ' (Sfr r s plate,same ' ' + s eatr'tng RIDGE CONNECTIONS Ex osure "B" �� Automatic Rolldown Shutters ' `\ g ; ► rsplIce,plate i` le Sd Nail at b OG . r�g ai»i (1 154) � � Accordian Shutters � RODITIS �� as 4" OG (all Panel Bahama Shutters RESIDENCE 4 perimeter Gorner Awning Shutters nailing (2) 16d Nail Storm Panel Shutters s� r� OVERHANG OUTLOOKERS Connectors ( Gable soffits) nailing zone � �axsdzr .n y. sa 5 6 r$��a � 2s g Detail" Plywood Shutters `�° °"-"�_- Fblocking at b OG — - _'.�, �-. PETER T. PODL,�S Exposure "B" 130 mph 140mph A�RGHITEGT (c) 631-325-0929 H2.5A (simpson) H2.5A (simpson "1" studs LAILA LANE,BOX 1058,REM SENBURG,NY 11960 Exposure "G" 130 mph 140mph DATE: 01/30/20 H2.5A (simpson) Hb (Simpson) • OUTLOOKER SCALE: A5 NOTED Page 2 of 6 EXISTING EGRESS wINDO,^I wELL5 EX. EX. 5 G O P E OF NOR23'-6" --- o r- s FIRST FLOOR • (EGRESS) 1 O� E55) +� , 'x 1 ) Remove and relocate existing kitchen as shown. Relocate existing wast;r line into exterior wall as indicated. -4„ o EXISTING o 2) Install new kN14 x &2 dropped steel beam and stee-I square coluimns ►r; SEPTIC LINE 2065 PLA**r' ROOM - in w=ills as shown. CL OPEN AREA 3) New 4 x 5 picture window FINISHED ; < 4) NC-,w powder room GEILIN5 (� a{r 0 6" u HEIGHT c3'-0,, \y 06( 5 New 4'x 8 doorwa 2065 6) Install new M2 x22 dropped steel beam and steel square columns - J X � in walls as shown. ' CLQ _ 2665 ! sX, �c , \_ - ------ --=- -- Beam pocket i u_ \ _ '7) New kitch(:n layout and new kitchen window 2065 � � COLUMN - � --- ------- -- - - c 8 Gc?nvert existinggarage with new bath, family roorfi, mud room - T '- - - f�OX _ , �.5 X q.5 2.oE Paranam, g g ciRemove existingsteel column and existingL\/L girder as indicared 72 65 SGFD L _ --i �_ --- I 10) Remove and frame out existinggarage door opening � � 'EN 3" DIA. ZIP -- l-- I �L• - — ! ; PROVIDE FRESH HIGH/', "� pp � ' COLUMN ON � QG NEw FON wALL/'"TG 11 ) I' emove existing and relocate existir y outdoor c- iower LOi^I AIF? VENT MEGA'. i i 1 I .R+"x2a PGF ?, �� IN EXISTING- G°.R '�E SHE-i-�RO,"K ��i✓=R i i DQ-�'R 0 E!�IN ----.-. I � I,i�. STAIR"A5E SEG OND FLOOR �L �`� �+ GO -1 ; iI Remove 3" DIA. ZIP 12) Reconfigure existing master bath as indicated fanI COLUMN 13) Remove existing master bedroom closets and create new bedroom s � as indicated 14) Greate (2) new walk in closets in master bedroom GLGTO BE 5/5°FIRECO 15) Reconfigure existing hall bath #4 ON CEILING GNB '-ING BATH #6 16 Create n(Ow shared bath #3 and reconfigure clothes closet as �� x g X indicated EX15T. u- 1 1) Replace existing bath #4 window w/ AN 31 EJECT. \ - house trapwater m in _ o 18) Sheetrock existing attic area to create a finished area for clean - storage and install a new larger window for more light in existing EXISTING 24'-0" window opening SEPTIC LINE -- - (EXISTING) BA5EMENT L13) 1 q) Finished existing basement to create new Playroom 20) New girder system under bearing wall in garage area NEN SGUARE FOOTAGE _ FOUNDATION PLAN SCALE: 1 /411 = 1 '-0" 1156 5Q. FT. 3/4" plywood fire block 3" ROOF VENT Ill 4" ROOF VENT I 3" ROOF VENTS ROOF 2x4 top plate p? oG I 1 BATH#3 .'r, I 1 I I I I I i n al-o r" I �. I I -10 - S -0 I BATH#4 ,�, I I I I I ° + g 9 I I R13 Insulation I I h t. 1/2 1 r' I I 1 1 1/2 I I I I I I I I I I I I `- GY�IIB I I I '2, 2„ i , Finished I e I I I I 2ND —I flooring over 11 " ' I FLOOR plywood over 1 1/2 — 1 1 /2 I > R10 rigid 2" BATH#2 KITCHEN I I o insulation 1 I � I I BATH#1 ,�, I I - - - - I "; Sill Seal between 1 1/2" 1 1/2 ° sleepers 1 I I 1 " 1 r 1 1/2" ' i 1 1/2" LAUNDRY 1 1/2" i i i g 2.. i I 15T --j I 11/2 -J 1 1/2" 1 1 1 1/2" i 1-1-/2"- FLOOR 3„ �r 3" BasementNall Fireblocking 2„ Detail/c..)- ection I 4" I EX15TING F.A.V �\ BATH#6 TO EXISTING SUFFOLK COUNTY 1 1/2" APPROVED SEPTIC SYSTEM 1 1/2" BASEMENT y BASEMENT (PLAN, DETAIL5, 3" 2" ,,cJ+fM ` .. PLUMBING SCHEMATIC, EJECTOR PLUMBING 5 GH E MAT I G RODITIS RE5IDENCE PUMP NTS PETER T. P00LA5 • .r�,�A� ARGHTEGT O BOX 1055,REM5ENBURG,NY 11960 631-325-0929 DATE 1/30/20 800 wE5T RD, A3 SCALE: AS NOTED GUTGHOGUE, NY Pa e3ofb EXISTING ''I ,� `Q ��"' � �'�' ,r --- --- ---�-- --- _ - -- 24'-D" (existing) 14'-220'-0"DECK — - - 0 (2)TW26310 W/LVL SUPPORT MULLION1 DHP310510 EX. 3.5 X q.5 2.OE: PARALLAM HDR co TW21042 fan y BATH =- KITCHEN (Kitci om design10 -,...: w =- " "i . i by others) EX. y #1 - I ----- ` N s lY w ' REMOVE/ ---4'- LOCATE f i EXISTING I - . .. I PAN " ' ! KITCHEN tet . ! i �'.`1'� i � t I EXISTING 07 � I -� _ d I; SCREENED PORCH i r o i I' REMOVE P05T ANDCQ ) ''I I ! STEEL BEAM II 2868 ---pal---- - ----- f - i- -- j cv i" i; W 12X22 ` N1 2X22 1 I !! I ij 3"X3"X14/" 50HEDULE — — — — — — — I!I w 40 5OUARE COLUMN -- - - - - - - - - --- TO REST ON FON 6 ! ? fan i '— nc X i WALL OR WELDED TO GREAT COLUMN BELOW O2 \3"X-9"Xl4/" 5GHEDULE BATH .RO©M40 SQUARE COLUMN #2 TO REST ON FDN I I WALL OR WELDED TOUP COLUMN BELOW FAMILY RM `"' `- E 24'-0"----- - — --- EXIST. I I ENTRY 14'-0" -- -- 6'-0" 1 T-2" i `r o 2668 ( ry GL ry � - m 4 -- ---- --- -- DINING RM EX. EX. X. FIELD VERIFY(2) EXISTING 1.15 X q.5 LVL HDR �,,/0(��V -- ! / EXISTING Ex. Ex. �ICOVERED PORCH FIR5T FLOOR" PLA ' ` 5 CAL E: 1 /4" = 1 '-O" - NEW 516 5Q. FT. 7 u, D (GARAGE CONVERSION) REMOVE EXISTING 0 41 3046 AND INSTALL (2)TW3046 (EGRESS) NEW AN31 1 W/LVL SUPPORT MULLION O EX. (2)2x10 HDR AN31 EX. —� -= 12'-7" 2'-0" 5'-6" Q 14'-2" o 140, EX. U) I � - GL B TH #4 = v ' BDRM 2 - - ' BDRM 3 I! t o ° 5D LG �� M BATH #5 i �-1 1 EX. ! co 16 ' 12 13 � 68 i � O EX. \ 2068 PGKT M �� —_ --- 4068 5L � —. 1 23'-6" \4 FT. WALL -- --------------- --------- 2668 PGKT 12"Shelves - _ fan --- ------- --" — v 5HEETROGK EXISTING _ I I ATTIC AREA t o l BATH #3 _ m ry GL �,I GL °� , ;� ATTIC - nein finished off ] k l-P, _ 17'-10 _� j - o - -- 6'-0" -- _vq 18 storage space � KL Q� A G 4068 5L 2365 PGKT EX. Z AGG 55 I 5HEETROGK EXI5TING ATTIC AREA _ 14'-2" 4 FT. WALL 5Y M B O L D E M BDRM �z�� I PTIN 14 GL"' -- — �� EXISTING ry S p EX. N ' x r � EXISTING TO BE REMOVED ALL SMOKE DETECTORS TO BE CO o `- v HARDWIRED ANDFIRST AND SECOND FLOOR INTERCONNECTED P BDRM 4 NEN PARTITION r t PLAN, KEY 5D 5EIGOND FPLAN 4 y" Q EXISTING FOUNDATION RODITI5 RESIDENCE 1-4 5GALE: 1 /4" = V-O" NEN FOUNDATION - EX. Ex. NO NEN 5Q. FT. EXISTING 5EPTIG LINES , `'� ,; y`.'k``jl PETER T. PODLA5 EX. � ARGHITEGT O Ex. BOX 1058,REMSENBURG,NY 11960 631-325-0929 14'-10" DECK DATE 1/30/20 800 WEST RD, SCALE: AS NOTED CUTCHOGUE, N" ELECTRICAL, [.55EN H 3 SUPPLY ALL ELECTRICAL 5YMBO 5GRIPTIO \ G Wp REQUIREMENTS FOR METED POOL EQUIPMENT V�- !3 7 FOE' M r- 50" CKE sp e t T fan/light L BOX ,3,t -7 11 r0- 1" I'll 11, - - Q- --1 $ GEILIN6 FAN FC1 VW LIGHT LITE collar tie N E B EL FLUORF:,5(.-,F-NT FAN LIGHT Fr; -"SURE 110V CIE-ILLING LIGHT FIXTUF'-'E c tie 3- 110V REO F55ED ki I I I AWP -ruRE LIGHT Fix 011r, 110V REG5:55EV EYEBALL fIXTURE W/ PULL CHAIN 3r ie 11 OViFIXTURE WLIGHf - G, G B UNDER ET LITE GAL31 N IT cr7t!.jr tie Ll(-;HTr-IXTURE ;=AN 11 O\V/ CHAND',LIER ;ppake /W EXHAU5 T FAN EXHAUST FAN & LIC7HT �3 EXHAUST FAN & HEAT LAMP Wp SINGLE POLE 3 i 4 'j SWITCH WAY TO HOUSE 5YqITCH R MUD ROOM - __ _-- POOL HOUSE AND 1 EWITGH DUPLEX GARAGE FIXTURE F9 _ _ _4 LAYOUT GF 110 F REG PTACLE 16MOVINELM LT Y4A 1 OVFLOOR ITT WL,LP M- --ft-I q-f-m-00 F Gm— — 240V R REGEPTACL fi TELEPHON --- EJAGK5 -tT V] TELEV115110 N JACKS DOOR BELL PUSH BUTTON THERM05TA T SMOKE VIETEGTO -------------"--- RELOCATE BATH o RVOOR LIGHT 1#4 GHIM FIXTURES ALARM CL �' Floll c i 1!�- F(AtRIMEUTE IR' POINT BORM 2 OUTLETS PLATED BORM 3 PER CODE KBATH 45 LG RELOCATE EXISTING 5INITCHE5 $ J Nfan/light BATH RELOCATE 5INNITCH RELOCATE CABLE GL b F1 21 TV OUTLET& WALLEXIST. BRACKETS NEY4 EXIST. EXIST. C TO EXIST. KBORM Neu. finished finished CLO LITES storage EXIST. ALL SMOKE DETECTORS TO BE -777fl EXIST. HARDWIRED ANP GO 13ORM 4 INTERCONNECTED 5 E G O N D FL OOR FIXTURE 2nd Floor & Poolhouse Electrical Layout \ , , LAYOUT 5GALE: 1 /4 ,_o„ 3 t~ �a: : { 4 : r1 �ce EX. EX. RODIT15 RESIDENCE Nil EX. EX. PETER T. POOLA5 ARCHITECT (D BOX 1055,REM5ENBURG,NY 11960 631-325-0929 DATE 1/30/20 bOO NEST RD, 1 SCALE: AS NOTED CUTCHO67UE, NY Page 1 of 2 EXI5TING 24'-0" (existing) -- - `^y ` 14'-2"DECK 3 (2)TW26310 W/LVL SUPPORT MULLION E;: - . 11 D EX• .5 X 9.5 2.0E:- PARALLAHDR M r --_ N --- _---- — f i I oTW21042 a fan KITCHEN x BATH (Kitchen design - 00 "1 by On EXj. . REMOVE/ b'-0" �' f 14'-�" y .! ,6•• �+ 8'-0" I = o - 4- - -- - - -- - - ---- - - --- - - - - -- - - - -- -E 1 I - LOCATE --♦ EXISTING IPAN TRY/ x f KITCHEN' _ EXISTI N G -r----j.t..---� i 56REENED p-;/v� -- — — — — — —� _ I �'�1 I o�/off a.�, �.� . i t CIO 1 III PORCH REMOVE POST AND -- ---�� - ---�' - �.. __ , i LiDRYI._.-- -2868-`�, STEEL B._AM _ -- ---- � --o , � \�_. m I w ! 00 ----+ I N W 12X22 W 12X22 Ij 3"X3"X14/" SCHEDULE 405QUARECOLUMN ! 1 - — oxo{' '- t-�`1- -- -- --- -1 -- -'- - -I I r;' X TO REST ON FONto fan WALL OR WELDED TO GREAT -- / (I COLUMN BELOW O ROOM 3X3 X14/ 50HEOULE -a .,i BAcTH 40 5QUARE COLUMN � - k� Ij TO REST ON FON _L____ #2 `,flfl WALL OR WELDED TO v - COLUMN BELOW _ 6'-0" _ FAMILY RM m ) D 24'-0° — - EXIST. ry .x —' - I I 6: Q .!2 U) ENTRY ' i 0 14'-0" -- a� = o 5 � o 2665 GL m -- - - -- - --- 1-4 DINING RM EX. F EX. X. FIELD VERIFY(2) EXISTING 1.15 X 9.5 LVL HDR 0� 0��0 EXI5TING EX. Ex- �,�,�..t' COVERED PORCH FIR5T FLOOR PLAN SCALE: 1 /411 = 1 '-0" — — NEW 516 5G?. FT. 7 D (GARAGE CONVERSION) 6'-4" REMOVE EXISTING 3046 AND INSTALL (2)TW3046 (EGRE55) NEW AN31 \ 1 W/LVL SUPPORT MULLION y O EX. (2)2x10 HDR AN31 Fq EX. - a, f _� 5'-6` Q 14'-2" o EX. I � p GL B TH #4 = v BDRM 2 !T i - I- - - BDRM 3 � to M'BATH #5 ; 5D LG 1 Ex. _ 16 12 13 I ba- � � O EX• \ 12068 PGKT I --- - - -- 4068 5L - - 4 FT. WALL - ----- ----- ♦ - -- - 1 23'-b"---- — 01 2668 PGKT 12"Shelves �- - -� _ fan o V I� I GL 5'-8" - 0 8'-0" 5HEETROGK EX15TING a I I ATTIC AtREA o BATH #3 m GL ;�,� I CL o, ,� ANTIC - new finished off ill-loll I J O v --- ----- - -- -- b-o' --=_-- - 18 �i storage space w KEY A G 4063 5L 2 6b PGKT z AGG 55 EX SHEETROGK EXISTING ATTIC AREA --------------- 14'-2" - 4 FT. WALL SYMBOL DESCRIPTION S C M BDRM i3IPTIC,�N 14 GL`" EXI5TING EX. _ cv SD a r_ _ _ _ -, EXI5TING TO BE REMOVED X L- J FIRST AND SECOND FLOOR ALL SMOKE DETECTORS TO BE HARDWIRED AND P GO ' . INTERCONNECTED SD BDRM 4 � NEN PARTITION ,,•: ;: , _ PLAN, KEY 0 SECOND FPLAN f , F: Q EX15TING FOUNDATION ` RODITI5 RE5IDENGE SCALE: 1 /4 = 1 NEN FOUNDATION Ex. Ex. NO NEN 5a. FT. sw:°u:js`� ` :: a EX15TING 5EPTIC LINES �.4 �' ' a PETER T. P00LA5 EX. EX. ' ARCHITECT O BOX 1058,REM5ENBURG,NY 11960 631-325-0929 DECK DATE 1/30/20 800 WEST RD, SCALE: A5 NOTEDA4 GUTGHOGUE, NY Page 4 of 6 f i I POOL HOUSE / EXI5TIN6 LONER OUTLET // }1GARAGE THAT IS i:�:l;�TING REMOVE EXISTING UNDER / � DECK REMOVE EXISTING FIXTURE. VERIFY W COUNTER FIXTURE. VERIFY WI I (LEX) OWNER ON"F:R LIGHTING / �` L � ., j NOTE' PROVIDE L1 i sa6t;i .� c I �mFci EXIST. I / LEX LEX LEX N F —j j I / ELECTRIC FOR _____�__"",__.i ('-1 ! � MINISPLIT SYSTEM IN i / \ i — — -- --- — — — — — — I /I. h _ _ n I tDtr PANTRY AREA --- — / — / EXIST f ig t I / EXIST. / EXIST. — t T $— / \ E>!S .EXIST / l BATH ,�_ -�,..__. l i I I I j / FAN,!_ITE >y AF I 04' R GAS � /' -1. I i. I \ Y--<L-,,,:i / 'i�. i i i ! I f-- / \ Fl II RANGE \ I I I i ern k tl I \ ^� o i d EXIST.\ _�,, EXIST. I \ I EX15T. •I 'a DiM 1 :Xi� x15 i EX Gi EXIST. \ RELOCATE — ! .-- \ I - L— -- - - - - - -I \ \ i I \ SWITGH D - _ �'c ail \ v, LEX ExlSr.ta)\ - \ _. ._' . �,.. _ I , - - - _ _- "-!j-j _ - - L D RY II 'j I CO EXIST. EXST. \, �t3i! FT D J, A FG�R -- _ _!j x`77`' j 1 / \ EXIST. — RELOCATE !l r \ EXIST. EXIST.`\ \ \ OUTLETj 11 \\ \ LITE FAMILY RM 1 \ \ RELOCATE / ED EXIST. FAN tan/light \ �^ / t GREAT SWITGH FAN \\ \ BATH `� /! ROOM // 3 UP :�� \ \ ,� #2 � -�_;=IX) �. EX15T. i,l ' \ Z ENTRY - :' EXIST. _ ' / EXIST. /EXIST. DINING RM EXISTIING FIR5T FF'- " -'KTU "K0" E LAYOUT COVERED PORCH D CE _ / 1 1 1 / I / I I I I I 1 I I 1 I \ / i ' - PLAY ROOM - OPEN AREA ' - '4 3 - _ 4 \ CQ CE � CE � 1►; ! Ii / fan/light UP I )....[ I 1st Floor & Easement Electrical BATH #6/ - _ , \ ' I I ,,� �,`� :. Y Layout RODITI5 RESIDENCE O ' `=fPETER T. POPLAS n - ARGHITEGT O BOX 1058,REM5ENBURG,NY 11960 631-325-0929 DATE 1/30/20 Fm 2 BA5EMENT FIXTURE LAYOUT bOO CUTC EST RD, SCALE: A5 NOTED GUTGHOGUE, NY Page 2 of 2