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HomeMy WebLinkAbout39889-Z FQl'tcoG . Town of Southold 8/21/2017 0 P.O.Box 1179 v' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39145 Date: 8/21/2017 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 3645 Rocky Point Rd, East Marion SCTM#: 473889 Sec/Block/Lot: 21.-6-7 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/11/2015 pursuant to which Building Permit No. 39889 dated 6/23/2015 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 BASEMENT TO LIVING SPACE AND A DECK EXTENSION, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Gomez,Paul&Gomez,Ellen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39889 08-2-2017 PLUMBERS CERTIFICATION DATED 06-19-2017 S t IdPlumbing t ed Signature s¢' FDc� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39889 Date: 6/23/2015 Permission is hereby granted to: Gomez, Paul & Gomez, Ellen 3645 Rocky Point Rd East Marion, NY 11939 To: Additions (deck) and alterations (basement) to an existing single family dwelling as applied for. At premises located at: 3645 Rocky Point Rd, East Marion SCTM # 473889 Sec/Block/Lot# 21.-6-7 Pursuant to application dated 6/11/2015 and approved by the Building Inspector. To expire on 12/22/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $649.60 CO -ALTERATION TO DWELLING $50.00 Total: $699.60 Buil dngor 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 Date. New Construction: Old or Pre-existing Building: �� (check one) Location of Property: 3 Cod 5 P_z CC y e a k&3 S P.o Gn'Ts ' -T M KR oz 4 3 Q House No. Street Hamlet Owner or Owners of Property: V L E L.L.Ztj P, <�i7©iqr_-Z Suffolk County Tax Map No 1000, Section 0 Block (1P Lot -7 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: V/1 Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ U Applicant Sign ture F S®U��®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 a� roger.rich ert(a)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To- Gomez Address: 3645 Rocky Point Road city East Marion st: New York zip: 11939 Building Permit#: 39$$9 Section 21 Block- 6 Lot: 7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Brian Brooks Electric License No: 3613-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1 st Floor Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 24 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 26 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 15 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 5- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: August 2, 2017 0-Cert Electrical Compliance Form xis o��pF SD�Tyol' Town Hall Annex Telephone(631)765-1802 54375 Main Road ' Fax(631)765-9502 P.O.Box 1179 - Southold,NY 11971-0959 lyc4UM'(��• � V BUILDING DEPARTMENT - D TOWN OF SOUTHOLD JUN 2 0 2017 BUILDING DEPT. TOWN OF SOUTHOLD .,CERTIFICATI-O-N Date: Building Permit No. c>95? 9 Owner:_` a I 0-)bmf 7- (P ease print) - -- T- - Plumber: - - - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. � pp (Plumbers Signature) - Sworn to before me this �J~� day ofZJ IA AQ , 20 Notary Publl�V-6q--E`-'County, CONNI9 D.BUNCH Notary Public,State of Now York No.01 BU8185050 Quallfled In Suffolk County Commission Expires April 14,2D-0-1� O��OF SOUryOI cou TOWN OP SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLUMBING [ ] �FONDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLA N [ ] CAULKING REMARKS: D DATE INSPECTOR 1{ _ O��pF SO(/r�ol cOUNiY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECT N., [ ] FOUNDATION i ST [ ] OUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [' ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE - ,((/ INSPECTOR pF SOUL cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLEIG. [ ] FOUNDATION 2ND [ ] SOLATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: f 1:i-4 Vm4v,ate it)— Phn r DATE r INSPECTOR SO�jyolo R �p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE Z INSPECTOR Jill, / elf r� all _ RM IMULATION �WMKMWA wr _, .+x'11 ,. .moi ,� .� �• ,I 'll. -- ' ' '- �I�iI j� s 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 . C p� Survey SoutholdTown.NorthFork.net PERMIT NO. t / Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application l� I� 'Flood Permit Examined ,20 !; Single&Separate �i Storm-Water Assessment Form Jim Z� (a 1 Contact: Approved ,20 BLDGr C,_PT Disapproved a/c iOV,!N OF' I ITHOi_p i Phone: 7 Cc - $ -L$- Expiration 120 Building I pector APPLICATION FOR BUILDING PERMIT Date Co • 3 , 20 1 S INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector Issues a Certificate of Occupancy. f. Every building permit shall expire if-the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from,such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Si ature of applicant or n—ameqf a corporation) (Mailing address of applicant) t tcl 34 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder pWPJElo_ Name of owner of premises `-'l-A6�! L E l.l. A c-Tn mE 2_ (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3G+15 P-octrzY tPQkfZ'- fLb $I°rsT MAri_tcv--1 NY House Number Street Hamlet .-.1 Y33OA37T County Tax Map No. 1000 Section(-7 �"='' Lot - � Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S 114&-�E P*PA{t M b. Intended use and occupancy "0 17\4n1A-�_ -Lx,1 ,N Cr SP(4cc- Tzt3R,r•A'T#ee_ firC.Ae&EP Ger-le- 3. Nature of work(check which applicable):New Building Addition 11 Alteration Repair Removal Demolition Other Work r_A-C_�rev_ o E q;f- (Description) 4. Estimated Costs S'� d�� Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Nulnbe�r oaf dwall,ing units on each floor If garage, number of cars (.ate 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front C.L ` Rear Ga Depth Height 'z o ' Number of Stories Dimensions of same structure with alterations or additions: Front Rear (®� Depth �1 ` Z'` Height Z-� Number of Stories l 8. Dimensions of entire new construction: Front Cot9` Rear G 8 Depth 3 7 Z-`` Height Z- y ' Number of Stories I 9. Size of lot: Front l S 1 Rear C 6$ Depth 3 vZ ®8 l 10. Date of Purchase t S 13 Name of Former Owner AJPQ e;l/ "ice le.ti / 11. Zone or use district in which premises are situated 9 -810 e l q = 5l. 3 tosha 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ar 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Pant- Gmmc z— Address 364-5 P-vc-=Y 6hj'0':sPhone No. Co 31. 7G S •G 8?-4- Name 32¢Name of Architect P���- PObt-AS Address toc2g�S Remstwag honeNo 63 r ass • d9 Zq Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO X' * 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 2s * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OFS a` 4V L_ C ®til E Z_ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the d w ncy- (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are 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. Sworn to before me this- 1'± day of ,T ll 1'1Z 2015 Notary Public ACEY L. D S' nature licant NOTARY PUBLIC,STATE OF NEW YORK NO.OIDW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2_Q18 Scott A. Russell 010513 � S�C'OIKMWATIEIK SUPERVISOR MA,-NA\(G IE LENT z SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEWYORK 11971 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT-WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOFS THIS PROJFCI' ffWO �o7F"SIE-1 3IL'tD�711�TG: )CHECK ALL THAT APPLY) Yes No CIA A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 1 j[ B. Excavation or f illing involving more than 200 cubic yards-of material within any parcel or any contiguous area. C]CXf C. Site preparation on slopes which exceed 10 feet vertical rise to t. 100 feet of horizontal distance. t El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. one-hundred-year flood � Q E. Site preparation within the o lain as depicted y P on FIRM Map of any watercourse. ❑Ef F. Installation of new-or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management ) I Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. - If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. -- ----— --- = --------- --- -- - S.C.T.M. #: 1000 Date APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) cstrict NAME L EZ Section Block Lot rr LSYnmrJ p � FOR BUILDING DEPARTNEINT USE OI\L Contact Information: '3 • [rnrpcmr Numerr) - Reviewed By: _J&1 A Date. (0-1I-15' Property Address/ Location of Construction Work: — — — — — - — — — — — — — — — — 3�p�'� — — Approved for processing Building Permit- — — — ! 2occ-t eQt t.1S P-b Stormwater Management Control Plan Not Required. !EA�T_ tAA1P mP) tiY ( ( � 3q ❑ Stormwater Management Control Plan is Required- (Forward to Engineering Department for Review) FORM - SMCP-TOS MAY 2014 SO�jyol 0 Town Hall Annex l Telephone(631)765-1802 54375 Main Road N pax(631)765-g5 P.O.Box 1179 G roger.rlchert( iown.southold ny us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. ?av\ Ga,ww_,Z, Date: tib Company Name: - SNC VA A Name: License No.: _ Address: JQ 13o& UDE) I q -55 Phone No.: _IqCztL 3 5- 15A3-5 JOBSITE INFORMATION: (*Indicates required information) *Name: NU Q *Address: 3(p A-S *Cross Street: *Phone No.: (� l • 7 G S•G 62-+ Permit No.: Tax-Map District: 1000 Section:, l Block: Lot: 77 -- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) ld��1,naP - (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough in Final *Do you need a Temp Certificate: YES/�Q Temp Information(if needed) 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead 4dditionai Information: PAYMENT DUE WITH APPLICATION 82=Request for Inspection Form L\ TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET VILLAGE DIST. SUB. LOT r" -pad &M- -7 IAL ACR. RMARK �'6 42 1. r-In 1 0; t9 to, Irb TYPE OF BLD. A P, 3f(o JOA PROP. CLASS,., /,,f 2——L �sl LAND IMP. TOTAL DATE cl 0 -5" 0 1-700 Plop./ 7 t7oc, tin 2/7-7/Z 003' 1 FRONTAGE ON WATER TILLABLE 5p e., FRONTAGE ON ROAD WOODLAND -DEPTH MEADOWLAND t LOD BULKHEAD HOUSE/LOT I CL4. ,�06 TOTAL 411;a � lct �t ..ff''} y fir'; ■■��■■■■■■■��■■■"■■■ 3, �i. .$w�•1 V ■�■ ■ ■[tel ■■■■■■■■■■■■■■■■■■■■ G ■■■■■■■■■ ■■■■■■■■■■ ti ■■■ONE■■■■■■■■■■OMNI r mom. --- �v1 bows of - ----_ Cv, MAY 0 9 2013 �:YJ AREA=51,992 SO. FT. " or U94 ACRES SURVEY OF PROPERTY AT EAST MARION TOWN OF SO UTHOLD I SUFFOLK COUNTY, Y.Y. Loi 2 I I 1000-21-06-07 I SCALE 1'=40' rd ( OF WAY / 321.61 MAY A 2013 m RIGH / T vcxs m �+ 50 DI I —Q , ti. UZIL•QG� f % 'l co u ValC%CE / 1 / x L p.4 r uT�rof 4 0 r- 0) o W to ,uo F M 45 C rn LOT 7 ' WEU O pS8 m CE7tTIt7EP TO: gOcymE ASPHALT DRIVEWAY' ELLEN A. GOVFI PAUL R_ 6WEZ C£ Cptz CHICAGO 1771.E WSURANCE COMPANY Lo ca'x 2.tiN `� Ft w 310.�� iJR1� Y � NDN✓ o �ytR`R itis uFN�dAY) m g�4��T.PAZ u sic t_til G�� a c - ` 5 F7 0 L0�8 to rn y L� r 'g� LOT NUM9ERS REFER TO ;SUBDIWSION MAP OF r�u EAST MAR10N WOWS"F&ED IN 1H£ SUFFOLK �D �44,11 ^� COUNTY CLERKS OFFICE ON UNE 7, 1989 AS �( RLE NO. 8759. II�AQ J� �' LA ND In ANY ALTERAn6N Q'? N.y� !!C N0.49516 ALU17CM TO TME N/EkEY TS A HCYARON J �+'� OF SECTIO(720"THE NEW YCW STATE EWCATTOl LAW. P�COWIC S R MORS, P.C. mN ExCFPr AS.aVR SECRav 7209-SU3ObWSav 2 ALL CER RRCATOYS (631) 765-5020 FAX (631) 765-1797 r HEREO'I ARE VALID FW THIS AIAP AND CYP/ES ThER£CF OA'LY IF P.O. BOX 909 ■ =MONUMENT SAO YM 04 CCPhS REAR THE EXPRESSED SEAL OF WE SVR$fMR 12JO AWLE11971 7- R STREET 13-170 Q WOSE SGNA TUBE APPEARS HEREON LO, N.. cr w REScheck Software-Version 4.6.1 Compliance -certificate Project Mr. Paul Gomez Energy Code: 2010 New York Energy Conservation Location- Suffolk County, New York Construction Type. Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 3645 Rocky Point Road Paul Gomez Peter Podlas East Marion, NY 3645 Rocky Point Road Architect PC East marion, NY Compliance 8.2%Better Than Code Maximum UA. 97 Your UA 89 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 'Vie- 3f,• ,� -� - :t Ceiling 1. Flat Ceiling or Scissor Truss --- --- --- --- --- Exemption: Framing cavity filled with insulation Wall 1• Wood Frame, 16" o.c. 1,120 15.0 00 0.077 85 Door 1• Solid 21 0 190 4 Basement Wall 1 Solid Concrete or Masonry --- --- --- --- --- Wall height 8.0' Depth below grade: 7.0' Insulation depth; 8.0' Exemption. Framing cavity not exposed. C1` �E `-� Compliance Statement: The proposed building design des €�rVf lis d+ I news the building plans, specifications, and other calculations submitted with the permit application,The opos building has be�np gned to meet the 2010 New York Energy Conservation Construction Code requirements in RE ck V 4.6cland t0 comply ith the mandatory requirements listed In the REScheck Inspection Checklist. Name-Title Sign 1 Date iu 0 OFNEuN � � Project Title: Mr. Paul Gomez Report date: 05/27/15 Data filename: Untitled.rck Page 1 of 1 -Decking co MGA Deck ,foist: 1 . , ► --� i H2A . 1 �=� e ! 5impsonABU 44 4x4 ,-- - „ -- - - - - "„ - _ _ - - _ _ - - - - - -- - - - - - - - - - - - - -,- - - - -� -� post base �?-01� 6-8 6'-8 '(qv i { 31-0"high railing / - HANDRAIL DETAIL 8 dia. concrete filled ! - ! 5/4 x b sono tube� rebar to . \ I composite 16 x16 x8" pouted j SEE DECK decking TYPICAL HANDRAIL FOR \ EXISTING DECK Gone. footing ! ( NEW DECK TO MEET NY5 I 1 (2)2X10 EXIST. I — (2)2X10 I ! ! I ! CODE za DECK GIRDER PIER DETAIL � � ! � ,KEEP EXIST. I PIERS o { ! ` TYPICAL HA' .DRAIL FOR .. .•� I I ! I OUTLINE OF ! F, ! ! I I NEW DECK 1 9 MEET NYS \ I EXIST. DEGk _o i CODE Ilk I \I,\ 314" plywood 1 fire block DRAIN TO ' AROUND , 2X10 MGA LEDGER' — X t0 tate ( DRYWELL --) - - - - - - _--a 2 4 p p SELF STAIRYVELL --- - - t Dropped 4� - - j o i CLOSING o ;`V � i + Gelling tiles or GATE ' ' -' - ! °, 112" ON13 � —!— ;- - f t, 13068INSUL. / Roxul 5tone h � 1 j u 4,. ,: I ! , . ,. �, 1— j �; I 10'-0 I . q 5r8 = f b'-10" I 5'-8 12 r ! ! wool Insulation 1 r i f '�' � �'' ly KITCHEN - R 5 1 '11 R FOR 14'VROP z I 1 4 ' I - - I O '\ �� '`kl I - __ _ - - - - - - - - - - - - - - I DINING FAMILYf pcs Ef e t r 2068 ATH ! i RM s� y turn -,- • ! ! j; 6• � I 14-8 �•-i � { Basement Nall Fireblocking Egress I. ( 4068 1.'6„ 1/2"GW13 ON sink Nindow Vetail/5edion ARCH -,UNDERSIDE OF �'. 5.7 sq.ft. I C ^' STAIRCASE 1 n� \\ 8311.2.2 Min. Closet 20'-1" J Height 2068 finished • ' floor to - I - I , girder � - 1 LIVING ROOM I NOTE: You can use The Ceiling Height T-8" 3068 � Bilco Egress Nindow !Neils SYSTEM as BDRM #4 f I another option vs. building a r 1 (Existing house has Double up custom One as shown. 1 i 3 bedrooms) 07 box AS 4•-0,. 2.-0' ;� 0 14' j ! window T - / p 1 header 5 T O,�,GE 'Co cn Egress iI ( I � u; Window 1 GI05E sq.ft. I —� ! _ .L Guardrail - - - { HAD YSI 210410 _ o bxb MGA I egress I ! 01 o � %0 Ladder "'rFLOOR � � i FIREBLOCKING REQUIRED - VERTICAL @ _19 I R I G G & HORIZONTAL INTERVALS NOT ' I Pea gravel EXCEEDING 10 FT. 8602.8 5GAL5: 1 /4" = 1 -0" 0 0 5EE DETAIL ON p ND524 Leaching FIRULOCKING ` B System ! j j ------------ Nindow — inti ndowNell Egress - ,� BA5EMENT PLAN 5GALE: 114" = 1 ,_p�� BET @6 -8 ! i TOP OF :requires a Y�lINDOY�t I , � Min. of 5.'i _ sq _ft - 5 C � � Min. Width ° 20" Min. Height ROOF g 24" 9-ROOF YENT ,I;- KEY ' f SYMBOL Dl CRIPTION NT EC i� 55 NINDuV45 , '8A5EN� E ' G.O. ' ---�-------- 4' i -- � ! Q EXISTING - - - w F.A.Y. I " C = _ _ _ ] EXISTING TO BE REMOVED BASEMENT PLAN, INDOINB THAT COMPLY "� ' - I ANDER50N 1N - ' �o �� ad CAST IRON N EYq PARTITION ,4R 'D C DETAILS CASEMENT - CX135, CX14, CX145 ; BATH ; HOUSE TRAP r' ;3r ; ` '� APPROVEDK�UNTM EXI5TING FOUNDATION �so T 111? SEPTIC SYSTEM f ` PAUL 400 0H BERIES - TYV30461 TIN210410 �_ �, RAR GOMEZ T SANK NEV4 FOUNDATION 11? 11/2' BASEMENT 200 OH SERIES 244DH304q r 3• a 2 oe PETER T. PODLAS, AIA ° ARCHITECT r } ITH BILL HINGE '�IQrF aF N� -9^ CASEMENT Yet PLUMBING SCHEMATIC - GY�t 135 wu LANE.$ox les,REMSEN$URG,NY 11960 .b31.3Z5-6429 CONTROL BRACKET , E�EctoR DATE: 05/20/15 i2 CYV 14, CVg1145 NT5 SCALE:A5 NOTED Page l of 2 i G1. 5 E' G 11=I GAT I O�!5 Using NY5 Residential CODE 2010 16.03 The architect will not have control or charge of and will not be responsible for construction 17.15 Landings (8311.4.3) Stairways - a floor or landing to be provided at top and bottom - No landing required a, '1.05 Flashing -Aluminum flashing, lead coated, flash all wall penetrations. Flash , methwith techniques, sequences and programs or for safety precautions and programs top of an Interior stairway provided door does not swing over stairs. Exterior doors - a floor or landing is meansm all corners. Flash all valleys, ridges, windows, door heads, and Joints of dissimilar in means conm tt h with the work. 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 three or fewer risers. All doors - a floor or landing shall not be more 1.00 Survey data taken from survey: dated: 16.03a. The contractor shall give all notices and comply with all laws, ordinances, rules, regulations than 1 1/2 In. lower than the top of the threshold -At other than the required exit door, the elevation 2.00 51TE WORK 1.06 Caulkingl5ealant - as selected by Builder. and lawful orders of any public authority bearing the performance of the work and shall promptly different below the threshold of an exterior door is limited to 8 1/4", provided the door does not swing notify the architect if the drawings and specifications are at variance herewith. over the landing (not applicable to storm doors). 2.01 Excavation shall be sufficient to provide full design dimensions or to allow for forming 1.07 Gutters and Leaders - .032" prefinished aluminum gutters. .024" prefinished aluminum as required. All footings to bear on vir (n soil, pressure assumed bearing ca 2 TSF. 16.036. Owner and contractor shall indemnify and hold harmless the architect and their agents and 1'1.16 Emergency Escape and Rescue Openings (8310.3). Bilco enclosures with direct exterior access q g g 9 P leaders. Color-white. To drywells if required. employees from all claims, damages, losses and expenses Including but not limited to attorney 9 P 9 y permitted if in compliance with minimum net clear opening requirements. 2.02 Backfill and compaction - use clean earth containing no organic matter,well graded. 8.00 DOORS AND WINDOWS fees arising out of or resulting from the performance of the work provided that any such claim, u 11.11 Stairway?reads and Risers (8311.5.3) Maximum riser height to be 8 1/4". Minimum tread depth Fill beneath structure shall be compacted to 61disease or death or to Injury density as per ASTM D 1551 damage, loss or expense (1)Is attributable to bodily Injury, sickness, J ry Method D. Backfill shall not be placed against the existing foundation walls until the 8.01 Openings for emergency use shall include doors or operable parts of windows located to destruction of tanglbie property(other than the work ftseif) including the loss of use resulting there to q". (8311.5.3.2) Stairway width - stairways to be a minimum of 36" in width at points above the concrete is of a sufficient strength and the walls are braced at both top and bottom as to provide unobstructed egress to legal open spaces. Such openings shall not from and (2) is caused In while or in part by any negligent act or omission of the contractor, any sub- permitted itted handrail height. Handrails may project a maximum of 4 112" on one or both sides of contractor, anyone direct) or indirect) employed b an of them or anyone for whose acts an of them stairways. Minimum clear stairway width at and below the handrail height, including treads and by framing lumber or temporary bracing. impede egress in an emergency, shall have a minimum area of 5.1 sq. ft:with a min. m be unable, regardlessectly whether of not It i caused in art b apartyyin a for whose hereunder.any and landings, to be: 31 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" aboveP y 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. 16.04 Architect is not engaged for supervision In any capacity unless otherwise noted. Within each flight, maximum variation of 3/8" between greatest and smallest riser heights. Within each flight, maximum variance of 3/8" between greatest and smallest tread depths. Stairways with conditions require It. Backfill shall not be placed against the existing foundation walls Grade floor openings should have a min. net clear opening of 5 sq. ft. (8310.1.1) solid risers to have nosings of a minimum of 3/4" and a maximum of 1 1/4". Nosinas not required until the concrete Is of a sufficient strength and the walls are braced at both top and 16.05 Contractor to obtain all permits and insurance necessary to protect the architect and 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. 8.02 Minimum window requirements per room is 8% of floor area for light and 4% for the owner. Architect to be notified in writing of all changes prior to and during con- p p P p g P ventilation. struction. This drawing Is an instrument prepared to facilitate construction and shall not 11.18 Stairway Height (8311.5.2.) Min. headroom of V-8" for stairways and landings. Headroom height 3.00 CONCRETE be construed as a contract between the builder and the owner. Federal, State and Local measured vertically from sloped plane adjoining tread nosing or from floor surface of 3.01 Concrete work shall conform to American Concrete Institute Standard. 8.03 Doors and windows to be Insulated glass. zoning and building code compliance shall be the responsibility of the contractor. landing or any platform. accessible space under stairs to receive 112"gwb. 8.04 Entrance doors to conform to NY5 Ener Code. 17.19 Special Stairways (8311.5.8-8.2). Winders to have minimum tread width of 26". 3.02 Concrete shall be a min. 3000 psi class @ 28 days unless noted otherwise. Porches Energy i6.06 This structure has been designed in accordance with the NYS Energy Conservation code, Tread depth to be at least 1.5" at any point more than 12"from the narrow side. steps, steps, garage floor to be 3500 psi. residential code In NYS. 8.05 Garage doors to be rated for current/applicable wind load. 11.00 USING LATEST REVISION OF 2010 NYS RESIDENTIAL BUILONG GODS 17.20 Smoke Alarms (R313.1) Where multiple smoke alarms are required, interconnection is required. Smoke alarms to be located, in each sleeping room, outside of each separate sleeping area in 3.03 Reinforcing Rods -ASTM A-305: 6/6 x10110 WWF ASTM A-185. Reinforcing 61.00 FINISHES the immediate vicinity of the bedrooms, on each additional story of the dwelling, including basements In footings only where variation in soil conditions require, and where soil does not 11.01 All envelope systems shall be in accordance with the NY5 Energy Conservation Gode. and cellars, on each level in split level dwellings where an intervening door Is located between provide 2,500 psi or noted otherwise. q.01 Drywall - Y2" tapered edge gypsum board, applied, taped and finished as per U5 the adjacent levels. An alarm located only on the upper level is permitted where there is no 11.02 Fireplace construction shall be in conformance with Sec. 81001. Air leakage with glass 3.04 Formwork shall be well braced true to dimension, level and plumb and foundation Gypsum Company recommendations. Use water resistant type as substrate for enclosure and doors outside air supply shall be provided as per N1101.11. Intervening door between the adjacent levels and the lower level is less than one full story below ceiling as per NY5 Building Code. the upper level. Any alteration, repair, edition or conversion to an existing dwelling requiring a building has been designed for grades less than 5%. permit now requles that all sleeping rooms in the house be upgraded with hard wired & interconnected 11.03 Guard rails are only required where the difference in grade is more than 30". (8312.1) Opening In smoke alarm. 3.05 Vapor Barrier 4 mil. polyethylene sheet lap all edges 6". Membrane waterproofing 10.00 CAST-IN-PLACE CONCRETE guard rails to be 4" max. (R312.2). Handrails are required on stairs with 4 or more risers (R311.5.6). shall be Installed on all sub-surface exterior foundation walls. 11.21 HandrailV�lze (R311.5.6.3) Two methods prescribed with option of accepting handrail with 10.01 All reinforced concrete shall be furnished and installed In accordance with the 111.04 The code describes the height of a building as the vert. distance from the grade plane to the equivalent graspability. Type 1 rails - If circular cross-section, diameter of 1 114" to 2"; 3.06 Footings at different levels shall be stepped and the step rise and run shall be a current AGI-318 "Building Code Requirements for Reinforced Concrete." avg height of the highest roof surface. Grade plane is lowest point of grade from any distance V-0" if noncircular rail, cross-section of 2 1/4" maximum with perimeter of 4" to 6 114". Type 11 maximum slope of 1 vertical to 2 horizontal. away from house. rails - perimeter dimension exceeding 6 1/4", graspable finger recess to be provided on 11.00 FOUNDATION NOTES ! both sides of rail, with specific dimensional criteria set forth in code. 17.05 Attic access openings must be a minimum of 22"x 30"with a min. of 30" unobstructed headroom 4.00 MA50NRY 11.01 The presumptive soil bearing capacity is assumed to be (2)T5F for all footings. above(R801.1) 17.22 Handralls (Section R311.5.6.1) Located at 34"vertically above nosing of treads. Min. of one handrail P P g P yrequired for stairs of two or more risers. Handralis to be continuous full length of stairs from a point 17.06 Stairway Illumination (R303.6). All interior and exterior stairs to be provided with flluminaiton, including directly above top riser of a flight to a point directly above lowest riser of a flight - may be interrupted 4.01 Concrete Masonry Units shall meet ASTM G-610 grade A; solid block ASTM G-145 11.02 Filled subgrade below floor and footings shall be compacted to be c15% of the landings and treads. Interior stairs light source to be in immediate vicinity of each stairway landing by a new post at a turn, volute or turnout permitted over lowest tread. Guards (R312.1) Ralling is to be grade B. Shapes as required; 28 days old before Installation. Minimum net modified proctor. or directly over each stairway section (minimum 1 foot candle). Exterior stairs light source to be in a min. height of 36"where porch, balcony, landing or raised floor surface located more than 30 in. compressive strength of block to be 2500 psi. Immediate vicinity of top landing of stairway(bottom landing for basement stairways). Light activation above floor or grade below. 11.03 Provisions must be taken to protect all concrete work from frost damage with special devices to be located at both top and bottom of interior stairs; located within the dwelling unit for 4.02 Parging - 1 coat Portland cement parging on above grade CMU. Sponge finish 1/4" attention paid to footings and other on grade prior to backfilling and enclosing the building. exterior stairs (continuously illuminated or automatically controlled also permited). Exterior decks with 11.23 Draftstopping and Fireblockina (R502.12 and R502.13) Where a floor membrane above and at masonry walls below grade. staircases light switch at top and bottom of stairs. ceiling membrane below create the concealed space in a fioorlcelling assembly, draftstopping 11.04 The maximum vertical distance measured from the top of a basement floor slab to to be provided under following circumstances: ceiling suspended under floor framing, floor 5.00 METALS outside finished grade shall not exceed the following. 17.01 Whenever an alteration fs made to a residence, the entire residence has to have hardwired smoke framing constructed of truss-type open-web or perforated members. Materials for draftstopping detectors installed (R313.1.1). Type of Wall Height to be adequately supported and installed parallel to floor framing members unless otherwise 5.01 Anchor bolts shall be 5/8" diameter embedded 7" in poured concrete and 15" in 8" block w/#5 rods @ 48" o.c. 8 ft. I approved., 1/2" gypsum board, 318"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- 8" block w1#5 rods @ 40" o.c. q ft. 11.08 Exterior frame walls require a rating of 1 hour for fire separation distance of less than 5 ft. (R302.1). other approved materials. mediate bolts as per chart on sect A-2-- 8" concrete (unrefnforced) 8 ft. 10" concrete (unreinforced) q ft. 11.0q Landings are required at exit doors other than the required exit door if there are more than 3 risers - 5.02 Metal Joist Hangers and Ty-Downs shall be used at all joists with direct bearing. (R311.4.3); landings can not be more than 1 1/2" below door threshold for exit doors. 18 GA galvanized steel. Use all nails provided by manufacturer. By Simpson or equal. i1.10 Light,Ventilation and Heating (8303.1) Habitable room to be provided with aggregateENER,66Y CODE All framing to receive hurricane clips and tie-downs as per sheet A-2. glazing area of at least 8 percent of the floor area of the rooms. Exterior glazing not required 12.00 MASONRY in rooms with artificial light capable of avg, illumination of b ft. candles at 30" above the floor. 5.03 Nails - number and type for each application as called for in the WFGM (see sheet A2). 12.01 Concrete masonry units (CMU)to ASTM G-610. Outdoor openings for ventilation in habitable rooms to be at least 4 percent of the floor area of the rooms. Openings to the exterior not required where mechanical ventilation is provided In _ SEE ATTACHED 6.00 WOOD 12.02 Minimum net compressive strength shall be 2,000 psi. accordance with providing .35 air change per hour or a whole house meth. - 15cu/ft/minute per occupant. CALCULATIONS 6.01 Silt Plate - MGA treated to meet American Wood Preservers Institute standard. 12.03 Mortar to be type "N". compressive strength to be 2,000 psi. 1.11 Ceiling Heights (R305.1) Minimum ceiling height of 1'-0" to the lowest projection required for habitable rooms. Minimum ceiling height of 7 ft. permitted for: hallways, bathrooms, laundry Termite shield - Copper Kraft �`*"'�° I �� 12.04 Provide "Dur-o-wall" standard gauge or equal In all walls over 6 courses high. rooms, etc. Habitable basements areas, with reduction to V-8" at beams, ducts and other a+� �: 0 r IsD D �� � 6.02 Floor, ceiling Joist, roof rafters and girders - same grade and construction as for obstructions. Minimum height of V-8" permitted In nonhabitable areas of basements, with DAT �� B*PAM �►'' i reduction to 6'-4" at beams, ducts, etc. asement 6132 5Q. FT. � ` structural lumber noted below(6.08). FE : � B `1.12 Sanitation (R306 and R301). Toilet, bath and shower spaces to be provided with fixture NOTIFY BUILDING De �13.00 STRUCTURAL STEEL NOTES Ie� C011,�,I�L�' u��ri s H ALL CO�JI��Y^. FT. :4 6.03 Bridging -wood cross bridging - as required by code. 8'-0" O.G. clearances and clear floor space as shown in Fig. 8301.2. Shower compartments to have 765-1802 8 AM TO 4 PM FOR THE 13.01 Steelwork in general shall conform to the current specifications for the design, nonabsorbent surfaces to a minimum height of b ft. above the floor and 305.1.4 FOLLOWING INSPECTIONS: NEW YORK STIwl-E & TOWN CODES ' 6.04 Roof Trusses - designed and manufactured to meet all applicable codes. Provide fabrication and erection of structural steel for buildings adopted b the AISG. 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND CONCIETIONS OF 9 P y '1.13 Hazardous Locations (Section R308.4 #1-#5) Specific hazardous locations where FOR POURED CONCRETE ' shop drawings sealed by a Professional Engineer; fabrication certified by engineer glazing to comply with provisions for human Impact loads: Glazing in side-hinged swinging doors ri LD T04NN Zµ, '` , 9 9 P y P P 9 9 9 9 2. ROUGH - FRAMING & PLUMBING prior to installation. 13.02 All structural steel shall be in accordance with the A5TM specifications, A36 (other than Jalousles) Glazing in fixed and sliding panels of sliding door assemblies. Glazed panels 3. INSULATION ,,, D with a strength of 36,000 psi. in sliding and bifold closet door assemblies. Glazing in storm doors. Glazing in unframed swinging 4. FINAL - CONSTRUCTION MUST 6.05 Floor Deck - 5/8" plywood, standard G-D-X DFPA, direct bearing at edges. Provide doors. Glazing in doors and enclosures for hot tubs, steam rooms, saunas, whirlpools, bathtubs BE COMPLETE FOR C.O. '/2' plywood finish underlayment below all vinyl flooring or equal. Glue to joists. 13.03 All connections except as noted on plans and details shall have bolted or welded and showers. Where any part of building wall encloses such compartments, glazing within 60" ALL CONSTRUCTION SHALL MEET THE connections as in the latest edition of the Al5G manual. ; vertically above standing or walking surface to be regulated. (5 ft. rule - 5 ft. above walking REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 6.06 Roof Deck - '/2" plywood G-D-X DFPA, exterior glue. surface, 5 ft. horizontally out.) DESIGN OR CONSTRUCTIeDN RR � ��� drawing has been prepared (n accordance with the provisions of Title VII 13.04 Shop drawings to be submitted to structural engineer for approval prior to fabrication. ' " g P P 11.14 Hazardous Locations (8308.4 #6-#1). Specific hazardous locations where glazing Article 145, Sections 1200-720q of the NY5 Education Law. It is a violation of 6.01 Sheathing - 1/2" plywood G-D-X DFPA, exterior glue , to comply with provisions for human impact loads: Glazed panels adjacent to a door where: nearest said law for any person, unless he/she is acting under the direct supervision of a 6.08 Wall Studs - 2 x 4. See framing and plans for spacing. All structural lumber shall 13.05 Erector shall provide adequate temporary bracing for lateral stability until stud walls, vertical edge within 24" arc of door in closed position, and bottom edge is less than 60" above 'N have 1100 fb bending stress; 1,600,000 modulus of elasticity and max 1 q% moisture plywood, roof trusses, and sheathing are in place. g P g DIN OR licensed professional Architect to alter any portion of this drawing In any way. If walking surface. Exception for perpendicular walls and limited depth closets. Previously regulated �' any part of this drawing is altered, the altering Architect shall affix to the item content, Doug Fir No. 2 unless noted otherwise. where glazing within 18" of door with no height criteria. Larged glazed panels where four conditions USE IS UNLAWFUL altered his seal and the notation "altered by" followed by his signature, the date of 6.061 Siding NA exist, exposed area of individual pan exceeds q sq. ft., and bottom edge within 18" vertically of floor, W 1TH0UT CERTlFIC TE alteration end a specific description of the alteration. 14.00 ELECTRICAL and top edge more than 36"vertically above floor, and walking surface within 36" horizontally of glazing. p /�+ 6.10 Plywood - ail plywood used structurally shall meet the performance standards and OF UVVUPI A All four to be met before safety glazing. • This drawing has been prepared for the specific project lndicated, and is an all other requirements of applicable U5 Commercial Standards for the type, grade14.01 Shall conform to the latest revision of the National Electric Code, the Local Power instrument of service copyrighted by, and the sole property of Peter T. Podlas, PC. This drawing may not be copied or used, In whole or in part, by any party without and species of plywood and shall be so identified by an approved testing agency. Company and all applicable local regulations. � � ..�v _ - the expressed written consent of Peter T. Podlas, PG. Infringements or an use of Architectural PLUMBER CERTIFICA !D,'� this drawing for an other purposes will be prosecuted to the full extent of criminal 6.11 Provide double joists under all parallel partitions. 14.02 Provide clock type day/night thermostat. �eViel,V BOard ON LEAD,CDNTENT BE DRE g y PrP P CERTIFICATE OFQCCG!�'ANCYand civil law. Possession of any copy of this drawing not containing this notice or the Architect's seal and signature, In red ink, will be grounds for prosecution. 6.12 Provide (2)2" x 10" headers min. over any window, door opening or any opening 14.03 Provide smoke detectors as per NY5 building code. SOLDER.USED 1N WAER with double uprights, q'-0" and over with triple uprights, unless otherwise noted. SUPPLYSYS7R.14, SA WOi There shall be no master filing of this plan with any building department and shall See Header Schedule A-2 ! 14.04 Kitchen and bath to have exhaust fan as per NY5 building code. EXCEED V10071raL. YD, deem the plan to not be valid, sealed and signed plans are good for one calendar year from the date listed below. 6.13 All pre-engineered lumber shall be Georgia Pacific GPI series wood I-beams and 15.00 WATER AND SANITARY SYSTEM • 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 05120115. Address: Rocky Point Road, East Marion, 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 15.01 Sewage disposal system and fresh water supply shall be designed and built g P PLUMBING � components shall be as per manufacturer's recommendations. in accordance with Suffolk County Department of Health. C ALL PLUMBING WAST &WATER LINES NEED j GENERAL NOTES & PROTECTION I`r"' SPECIFICATIONS - ! TESTING BEFORE COVER;�3 .�<<��-�.._,,.. �';�;� I , 1.00 THERMAL AND M015TURE 16.00 MISCELLANEOUS NOTICE: BUILDER'S PLANS c, y The Contractor warrants to the Architect that he possesses the articular competence and skill in 1.01 Dampproofing, brush apply,one coat of asphalt emulsion to exterior of all below 16.01 Extreme care and proper measures shall be used so as not to damage, bulge or p p ' PAUL 60MEZ construction necessary to build this project without full engineering and architectural services,and, `',' ' grade walls. Also add vapor barrier as per 3.05. tip walls due to anysuperimposed pressure, shoring, bracing, etc., shall be employed t for the reason that the Contractor wishes to rely upon his own competence,the Gon rector or Owner has restricted the Architect's scope of professional services. In reliance on the Contractor's warranty until the full dead load of the building is on the wall. Do not backfill against foundation 1.02 Sill Seal - '/2"x 5 1/2" compressible fiberglass beneath all exterior sill plates. and at the express request of the Contractor or Owner,the Architect has under taken a limited scope walls until floor system installation is complete. °. 01 ` a° i PETER T. POOLA5, AIA ! of professional services. The construction documents provided by the limited services shall be termed sTq?E 0� t�'��'� ' ARCH 1TEGT Builders Plans"In recognition of the Contractor's sophistication. Construction will require that the : 1.03 16.02 Where drawings are in conflict with other drawings or details, the contractor shall notify Contractor adapt the"Builders Plans"to the field conditions encountered and make logical adjustments - Ln„r LANE,BOX 2?5,REMSENBURG,NY 110E) E31-325 0929 All walls to be R- 15, 3 1/2" ISatt insulation. the architect for clarification. Do not scale drawings. in fit,form,dimension and quantitythat ae treated only generally by the Builders Plans". In the event ---- ------ -- - J additional detail or guidance is needed by the Contractor of Owner for construction of any aspect of DATE: 05/20/15 Al 1.04 Roofin - the new project,he shall Immediately notify the Architect. Failure to give a simple notice shalt relieve the g na Architect of responsibility for the consequence. SCALE:AS NOTED ! Page 1 of 2 i 24'-0" 'j i !' !' , j I Decking --�' 11 �, I i; 1-12A MCA Deck Joist _ 24'-0" t— p y - - - - - - - - - - - - - - - - ---- ----- ---- -_ 1 - ,_ Sim son ABU 44 4 4 , „ - ,_ , I — ---- — --- -- -_ high railing post base8' 2'-0" 9 9 F__ i (2)2X10 r j HANDRAIL DETAIL �.� I S" dia. concrete filled � � --- -------- -- --- --- 5l4 x 6 ' i p sono tube - rebar to composite 16"x16"x8" poured i i _ I } - 5EE DECK ✓ DETAIL �- EXI5TING DECK j decking ! TYPICAL HANDRAIL FOR conc. footing I (2) 2X10 EXIST. —� r— (2)2X10 NEW DECK TO MEET NY5 CODE , ! DECK GIRDER PIER DETAIL � ��.KEEP EX15T. PIERS Q TYPICAL HANDRAIL FOR OUTLINE OF '� Q i I NEW DECK TO MEET NY5 EX15T. DECK CODE r i �XN r. ' ----------- -/ - - -- b-0 - --r ------ i -----------� I 314" plywood fire block I + - _ _--- ---_---16,_6,. `--- -- - --- -----,�' I ---- 3'-0" RAILING w- DRAIN TO ' I / 2X10 MGA LEDGER, - - 2 4 top plate - - - 1 - - - STAIRWE - �;, DroppedSELF I CLOSING - — — - -- -- -- - -- - -- — -- �- - 4� - ! �► _ o -- J +' ceiling tiles or ------- ---- --f: - -- ----- GATE I 4 - -; 1/2" G ' a� 1. I i IN5UL. in =; Roxul Stone i- ,j 4 j 3068 i ��- - / : / =� ---- I , ;, , u -- - � � b' 12'-0 - — wool Insulation 10-0„ -- ----- --------- - - --- KITCHEN N - -1 --_ ' Ii I R15 ' � 11 R'FOFz .,-4,� DRO'f'� �� I � ir; DINING m - t - - - -- -- - - -- -- - - - - -- - ---I - ---- a` F7 --- - UP - for Ee 068 1 _-- - 111r�j. BATH � SD, Sys ---- Basement ball Fireblocking - - - � --�-�;� sink Egress - - -- _ Detail/5ection / Nindow 1/2" OVNB ON 5.'i sqft.OF -- -- - ---- ------ --- -- --- - ARCH - ----- — _ _--__ UNDERSIDE 5TAI RGA5E R311�2.2 ----_ --- ------ -- --------- - , Min. � Closet 20'-1° '--------- ! Height 2068 LF finished a ^ floor to girder LIVING ROOM I b'4" Ceiling Height 1'-8" NOTE: You can use The Biico Egress Nindow Neils I i ISD, � SYSTEM as _- BORM #4 another option vs. building a _ 1I" custom one as shown. i --- (Existing house has Double up 3 bedrooms) o -- box A5 - window -- 4'-0" -- 7-0" y-- - // p- --_—_---------+----- ----- -,� I ' header SD' i �JTORAGEco Egress i Window j Closet10 - Guardrail --� - Tye I i , I - ----- BEDI 210410 + egress - 6x6 MGA A� ft ) Ladder T FL00 "01 PL1�` N FIREBLOGKING REQUIRED - VERTICAL @ CLO & HORIZONTAL @INTERVALS NOT a �� _ �� ' L Pea gravel EXCEEDING 10 FT. R602.8 5GALE. 1 /4 — 1 -0 0 P. 5EE DETAIL ON o N0524 Leaching FIREBLOGKING +. B system 25'-0" + 1,1�,indow V\Iell Egress SET @b._S" �-------. \ --------� Y�tindow � 'R'" PLAN �� _ �_ �� TOP OF requires a 13A5EMEN I 5GALE. 1 /4 — 1 0 WINDOW Min. of 5.7 sq. ft. �` ------ Min. Width 20" Min. Height m 24" 3"ROOF VENT RODE K.,EY SYMBOL DE50RIPTION M T G X 55 INI N PONS I -`----------- _ _ - - --- - I I B ' 4" I EXISTING ----- ----- I M PLY — _____---- _ __-- F.A.V. I E - - _ - EXI5TING TO BE REMOVED i BASEMENT PLAN, AN D E R50 N W I N DON5 THAT GO �o �a _ I �p avc�'jt I I ( , 4"CAST IRON NEVq PARTITION DBTA�ILS j CA5EMENT - CX135, GX14, OX145 — �, ' BATH i HOUSE TRAP X APPROVTO ED EXI5TING FOUNDATION - T'W3046 TW210410 400 OH 5ERIE5 _+ _ t. a ' PAUL GOMEZ � SEPTIC SYSTEM � ', ��?�� i I _ BAR + � SINK ��� NEN FOUNDATION - , „�., , 12' BASEMENT a PETER T. PODLAS AIA 200 OH 5E RI E5 244D H3049 — - 7 -- — --3 ----- — -- ------ ------- --------- ---- o,C y TATs: of �� ARGHITEGT CASEMENT WITH SILL HINGE __ ;IAIv+uNE,BOX saS,ReMSENeuRG,NY 111E0 e31-325-0929 CONTROL BRACKET - GW135, PLUMBING SCHEMATIC DATE: 05120115 - �-----` ---___-- ----------- -------------_-___ ____�,_ NTS EJECTOR r GW 14, CW 145 SCALE:AS NOTED CCC I Page 's of 2 I