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HomeMy WebLinkAbout42814-Z �o�OS�E 9. Town of Southold 10/23/2021 o P.O.Box 1179 - _ 53095 Main Rd 4�f01 -,r Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42457 Date: 10/23/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 820 Great Peconic Bay Blvd.,Laurel SCTM#: 473889 Sec/Block/Lot: 145.-2-8 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2018 pursuant to which Building Permit No. 42814 dated 6/25/2018 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 covered porch,to an existingsingley dwelling as applied for. The certificate is issued to Leary,Robert&Juanita of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42814 9/30/2021 PLUMBERS CERTIFICATION DATED f) C ?roSignature rx0ZTOWN OF SOUTHOLD o�gUFFnI�-��G 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#: 42814 Date: 6/25/2018 Permission is hereby granted to: Leary, Robert 5250 Lewisham Rd Fairfax, VA 22030 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 820 Great Peconic Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot# 145.-2-8 Pursuant to application dated 6/14/2018 and approved by the Building Inspector. To expire on 12/25/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $696.00 CO -ADDITION TO DWEL G $50.00 Total: $746.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILIDING DEPARTAIM TOWN AAU 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 ofproperty 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 1J°o 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 eiasting buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-e3isting"land uses: L Accurate survey ofproperty showing all property lines,streets,budding 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 budding$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existingBuilding- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,.Commercial$15.00 Date. 1 ?b New Construction Old or Pre-existing Building. V (check one) II Location of Property: e)24D "'?(2Cnnc vin House No. Street Hamlet Owner or Owners of Property: ``�021rk Suffolk County Tax Map No 1000,Section 1 Block- 2 Subdivision Filed.Map. Lot~ Permit No.-4 77<3d Date of Perant:mit. Applic HealthDept.Approval: Underwriters Approval: Planning Board Approval: Request for. TemporM Certificate Final Certificate: (check one) Fee Submitted:$ Applicant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 ® sean.deviinCaD-town.southold.ny.us Southold,NY 11971-0959 c®U 9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Robert Leary Address: 820 Great Peconic Bay Blvd city.Laurel st- NY zip: 11948 Building Permit* 42814 section. 145 Block. 2 Lot: 8 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. AS BUILT License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 28 Ceding Fixtures 3 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 27 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 19 4'LED Exit Fixtures 11 Pump Other Equipment- Fridge, Double Oven, DW, Micro, Cooktop, Garbage Disposal Notes. AS BUILT NO VISUAL DEFECTS " First Floor Renovation Inspector Signature: — E2 Date: September 30, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ` Southold,NY 11971-0959ECEOVE y BUU-DING DEPARTMENT OCT 19 2021 TOWN OF SOUTHOLD TOWN E3UILDING SODEPT CERTIFICATION Date: Building Permit No. .� Owner: J 4r-'OL (Please print) Plumber: /4/ri.Li ✓�iti _/ (Please print) lead. I certify that the solder used in the water supply system contains Iess than 2/10 of 1% (Plumbers Signature) Sworn to before me this l� day of a,4Jb ., 20� Notary Public, S�. b - :County �tIII tOMBAM Hc,State of New Yo* N-�o.o1L06184443 Qual& in Suffolk countyry Cor►nnission Expires April 07,Zi C24 OF SOUI'yo� TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION [ F UNDATION 1ST [ ] ROUGH PL13G. [ 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: h 0 4 xl�kpwv Av?"& (off 1�ma (�4- W � DATE INSPECTOR ` pF SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: S DATE INSPECTdii;i�� �2�raj 2_6 Tee-0 Aj z q�yl�„j # * TOWN OF SOUTHOLD BUILDING DEPT. courm 0 765.1802 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) [� ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ►�� D A^PS"I�V-��t� DATE 77 hle/1-0 INSPECTOR pP SOUTyo - - - - - # # TOWN OF SOUTHOLD BUILDING DEPT. `�courmN�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ]jpSULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I9pJo-c-,-- ✓ 0, %. eU( l� 'F 4- "- DATE INSPECTOR 'af so H 82-0 # TOWN OF SOUTHOLD BUILDING DEPT. `y�ooKn `' 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) ELECTRICAL (FINAL) Isl floor. [ ] CODE VIOLATION [ ] PRE C/O ' '!�„nd REMARKS: T- �t 1pIWT 15Ci "— M4 MAC DATE ANSPECTOR 1 OF SOUTyOlO # f TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 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) KA ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: S Roor a-co- cf m�4 Z�;T> DATE °1 INSPECTOR qa$1 4 XRCHrrECMRE Operating Business Address:1075 Franklinville Rd,Laurel NY 11948 Brooklyn Office:204 250'St,Suite 203,Brooklyn,NY 11232 Laurel Office:1075 Franklinville Rd,Laurel NY 11948 Business Phone:(516)214-0160 Anthony Portillo:(716)572-4741 September 5,2019 RE:Juanita Leary 820 Peconic Bay Blvd Laurel,NY 11948 To Town of Southold, I conducted multiple inspections at 820 Peconic Bay Blvd,Laurel. Per my inspection the rough framing, rough plumbing and insulation were all completed and installed per architectural plans and NYS Building Code. If you have any questions,please feel free to contact my office. sin c ely, � M P °y�� Anthony Portillo, RA N 037405 ©� OF N FV � � s SEP 9 2019 c, n f Q SE E ? 0 2021 BUILDING DEPT. , TG F4'N€3F SGIITHOLD ` RM, F _y s. h jja�rn, x�T� e� a � �} .� t $ • • FOUNDATION (2ND) EWA ROUGH FRAMING& PLUMBING INSULATION PER N.Y. 8TATE ENERGY CODE ,41 MIA ADDITIONAL COMMENTS JWAU V/ • - . �_ ., • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631)765-1802 - Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form ''N.Y.S.D.E.C. Trustees C.O.Application D Flood Permit Examined 20 � D Single&Separate ` Truss Identification Form JUN 14 2018 Storm-WaterAssessment Form. /-> X— 6 � Contact: Approved 201 �g�S�', °Td�'1;,1+;1 {' ; Mail to. c��1 fJ�Qa( Disapproved a/c T "� •.�' II Phone: (0sI o3`-t ; Expiration ,20 Building Inspector - - APPLICATION FOR BUILDING PERMIT Date ")Ur12 20.-12) INSTRUCTIONS a.-This application MUST be completely filled7in 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 t6 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. 0 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. (Signature of applicant or name,if a corporation) is oo tilo_�, e_00d ,tea_ 4UCL1 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premises 20)0 10-X c'�)10 (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: House Number Street _ Hamlet County Tax Map No. 1000' Section' ' ) , zr '_.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 V-0�dP-04;c& 2)jk 05�1`i? `e LA b. Intended use and occupancy �-, rA,P n j0a !�ji nq)\e- f'1.4 �rnri,1 u 3. Nature of work(check which applicable):New Building Addition ,pct Alteration 7G Repair Removal Demolition Other Work (Description) 4. Estimated Cost �`; , I : ;Fee` 5 '' 4-41 ", ;� --., " ''(� aid on filing this application) e 5. If dwelling, number of dwelling units 1 umber of dwelling u n each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specifynature and extent pf each type of use. a_ 7. Dimensions of existing structures, if any: Front -lo- Rear 2—U -d' Depth Height 20 co Number of Stories Dimensions of same structure with alterations or additions: Front 4d -6 Rear 2.Co -c�` Depth 51'- 1" Height `Zol- ko" Number of Stories I `12 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front. L o��Co�l Rear �'� '1 Depth X33 2" + 10. Date of Purchase Name of Former Owner 11. Zone or use,district in which premises are situated ' 12.Does proposed construction violate any zoning law, ordinance or regulation? YES NO ->4 13.Will lot be re-graded?YES NO X Will excess fill be removed from premises? YES NO 14.Names of Owner of premises .4 Address Phone No: Name of Architect A 00 6 A; y Address I!-fnn Ua c n V-cl Phone No-11 LO S-12 WIL4 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_� * IF YES,PROVIDE A COPY. STATE'OF NEW YORK) ' SS: COUNTY OF ) ' Opp -g- &Qg-r-brn being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 1✓�� (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'q I) day of �J(wz 20 Lori T McBride Notary Public `t ARYPUBLIC,STATEOFNEW ORK Signature of Applicant :tegistration No.OIMC6368447 xti Qualified in Suffolk County immission Expires December 11.2021 Sco t A. Russell °5" � ST0][ZA1 NVATIE). - G svPERvrsoR MANAGEMENTSOUTHOLD TOWN HALL-P_O_Box 1179 d 53095 Main Road—SOUMOLD,NEWYORK 21971 �,o �. Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ------_(TO BE COMPLETED BY THE APPLICANT) D01F.S TMs PROJECT INVOLVE ANY OF THE FOIJ.OWING: Yes I No (c)t>:cx At-t-MiAT APDL» i ❑FA A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[�] B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal- distance. ❑[ D- Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ®[ E_ Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑d F_ Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control PIan was received by the Town and the proposal includes in-kind replacement of impervious surfaces_ F If you answered NO to all of the questions above,STOP! Complete the Applicant section below with your Name, ignaturer-Sontact-Infor-matitm,-Date-"ountY-T.ax-Map-N mberl Cbapter-2Mdoes�notapply to4our-proje t 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 wit�your Building Permit Application. . APPLICANT_ (Property Owner.Design Professional,Agent,Contractor,Other) S_C_TIM- 1000 Dace ,., ( District NAME ��,LQ L.(IC�Q.r�C�t� i 1 2 Section Block Lot f Cen[aq tntormauon: ori BUtCDll44s DEPARTMENT USE-Li�L Reviewed By: Property Address I Location of Construction work Lva _ _ _ _ _ _Date —��� e--) ; t Approved for processing Building Permit. t _ Stormwater]Management Control Plan iJot Required. �-'`�'�� � �'� ❑ Stornimler Management Control Plan u Required. (Forward to Engineering Department for Review-) FORM - Siv1CP-TOS MAY 20J4 BUILDING DEPARTMENT Ek!d EVE TOVM OF SOUMOLD Town Hag Annex-54375 Mai g 179 ou , Sthold, N m York 11971-6959 '�t� 1 9 2018 Telephone(53,1)755-IW2-FAX(631)'7 02 M90rdChe6ftwnj%9Wd.ny,i DING a?EpT. APPLI ATIgN FOR ELECTRICAL 1W9,C—O REQUESTED BY: /* Date: '- hr N al Umnse No.: _ � � : ' �. ��e • �-�. �Q dry: W- A iJOE SITE INFORMATION: Name. : Q 4 u+re litre Nm: DMEP DESCPJFTM OF WOW(Pkme Pft, a►+*e R " .tom irf' P"/�•:fIr ,t ,e�-,.M...at �.r�: 46toc �l T h Job ready fbr ?. 6P/NO � Fuel Do n4 You eel a Temp C ted: YES(f!J0.,, Issued on FNew tion: (As� . Sime 1 Ph 3 Fah Sia;, A #dV cbm Old d er# pvice- -Fbad t von�d-Sen +ce ted-Und and-Ov+eehed lhxund 1 2 H Frame Pole 1Nork dom on ? X N+1 Add�tion�In;�C� PA D WITH APPU tit ' J 82-RBWM for hmp 9dw from 7o PERMIT# Address: Switches9AP 1111 - OutletsA FV R • 1 GFI's X1 ' Surface X11 Sconces I 1 H H's I 1 f UC Lis 1 Fans Fridge ,' HW Exhaust I Oven I 1e Dryer I Smokes 1 DW I Service Carbon Micro Generator Combo 1 Cooktop Transfer AC AH Mini J Special: Comments C rzc_d �4St FFOL Town Hall Annex � 54375 Main Road � Gy Telephone(631)765-1802 P.O.Box 1179 Fax(631)765-9502 '�""Sovthald—,Nlh7`t971M — - BUILDINGG-DEPARTME-NT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date:_ Q h`4 lb Owner. 1,e)4•-f Location of Property.- 4 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to-an existing commercial or residential structure to be constructeid.or performed at the subject property reference above will'utilize (check applicable line), Truss type construction (TT) , Pre-engineer-ed-wood construction (PW) Timber construction (TC) in the fbilowing locations) (chef Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: ' Name (person submitting this form): Capacity(check applicable line): Owner Owner representative Tn=RegT5_docu Effective 1/1/2015 pF SO(/ry®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 0 �Q I�COUNTV,� BUILDING DEPARTMENT August 19, 2020 TOWN OF SOUTHOLD Leary, Robert 820 Peconic Bay Blvd Laurel, NY 11948 Re: Carbon monoxide detectors required outside new bedroom. ;:�Zo'o TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) X . Electrical Underwriters Certificates leecr d "I"30 `�l A fee of$50.00. Final Survey with Health Department Approval. X Plumbers Solder Certificate or Pex Affidavit✓ee zd Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 42814-Z Alteration/Additions FOUNDATION PLAN NOTES OENERAL `FERAL O TYPICAL P. GONG. F"70. 8 WALL CONSTRUCTION EXISTING TO BE DEMOLISHED GRAWLSPAGE: - O HARD WIRED SMOKE DETECTOR • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELDPq/ BATTERY ANCHOREBOLTSAS PER PAGE A-300 EXISTING TO REMAIN •M CARBON MONOXIDE UP • 8" P. GONG. FOUND. 114ALL AS PER DETAIL UPON NEW WOOD FRAME (L.O. -1 DETECTOR • I5"X12" DEEP P. GON(:. FTG. AS PER DETAIL UPON STL. WHEN APPLICABLE) • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FTG. 3'-0" BELOW GRADE MIN. NEW PARTIAL HEIGHT HARD WIRED SMOKE AND CARBON BATTERY BACK-UP ' w/ • I/2" EXPANSION JOINT® PERIMETER OF SLAB WOOD FRAME (L.O. STL. 5M/CO MONOXIDE DETECTOR COMBO WHEN WHEN APPLICABLE) APPLICABLE) O TYPICAL LEDGER BOARD ® EXT. DECK: ' NEW FOUNDATION WALL 50 G.F.M. EXHAUST 2 I. (1) 2"x P.T. BD. TO MATCH DEPTH OF JOISTS FAN N1 DAMPER 2. SECURED w/(2) 5/8," (P x 5" LONG H.D. GAL. LAO BOLTS ® 16" O.G. ® MIN. (2) 2"x4" STRUCTURAL50 G.F.M. EXHAUST 3. INSTALL H.D. GAL\/, JOIST HANGERS BY '51MP50N' (OR FL FAN 4 LIGHT GOMBP EQUAL) POST FOR 4" WALLS (MIN. (2) 2"xb" STRUCTURAL w/ DAMPER 4. PROVIDE FLASHING-' TUCKED UNDERNEATH SIDING d BENT OVER TOP EDGE OF LEDGER BD. POST FOR 6" WALLS), U.O.N. 5. SEE NOTED DETAIL FOR WOOD STAIRS Ep GRADE: O3 4" THK. P. GONG. PAD V' WIDE x REO'D LENGTH UPON b" GRAVEL UNDER 2"x1:2" P.T. STAIR 5TRING�-RS MAX. 16" O.G., U.O.N. (MIN. 3 STRINGERS) FLOOR PLAN NOTES O O DOOR NOTE: W Q O Q O I. INSTALL NEW INTERIOR DOORS WHEN GALLED Q Q' OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED F- :26-0-'-O' 3.OUT N PL S BY SELECT RMATRU' (OR EQUAL). W O 26'-0" 4.INSTALL AS PER MANU 5PEG.'s F_ V FRONT ENTRY DOOR EGRE55 NOTE: V J I. FONT DOOR MIN. 32" CLEAR OPENING WHEN DOOR 15 OPEN cIO* 2.PROVIDE (2) 2"x8" HDR.,U.O.N. a ' T N ( 3.JACK AND KING STUDS AS PER PAGE A-200 - - - - - - - / (2) 2"x10" P.T. GIRDER 1 NEW / (2) 2"xIO" P.T. GIRDE i DN. (3) 2x4 POST WINDOW NOTE: I. ALL NEW WINDOWS d DOORS SHALL BE I ��? a (� �� 3'-7" 3'-2" 3'-2" 3'-7 ' 3 2 3'-3" m ANDERSEN 400 SERIES CASEMENT, DOUBLEHUNG, to:c W x v ti- V tL OR GLIDING (AS NOTED); INSTALL A5 PER MANU. _� t p> Ll O = p O lu p _ _ _ _ _ = SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN �y w - -� - Q GLASS WINDOWS AND DOORS ON PAGE A-100 2 I F p N w �� r POST W/ (3) 2"x12" P.T.P. . HEADER E ��+� 2'-O" 2.IF CASEMENT WINDOWS - ALL 05MNT WNDW5 n-too ® F z ® POST SIMPSON Q X p NEW �� NEW 3.IFDOUBLEHUNALL HAVE G-ALL DBLIOHT .HUNG WNDW5 TO BE 2 m ANCHOR `r °ry ry MUD ry�w+ CL. -' TILT WASH - - - - A A ROOM 4.ALL 6LAZING WITHIN IS" OF FF TO BE TEMP. GL. \\-LINE OF ADDITION ABOVE; ADD ® I 3 0, BLOCKING BELOW WALL EGRESS NOTE: FRAMING; INSULATE R-30 AND (2) 2"x1o" HEADER IN COMPLIANCE WITH NEW YORK•5TATE BUILDING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF m o AIR SEAL AREA BELOW ry 2 3 O2 3 I EORES5 SHALL BE FOLLOWED: a ADDITION. PROVIDE GDX a = --- - -- PLYWOOD TO BOTTOM OF JOIST m NET CLEAR OPENINO........... 5.77 S.F. TO CLOSE ADDITION; SEAL ALL $ I 3 NET CLEAR HEIGHT............... 24" MINIMUM EDGES OF PLYWOOD ? ? NET CLEAR WIDTH................. 20" MINIMUM UV U �j EXIST. X NEW DINING X 2 3 D WINDOW X - DOOR FRAMING: GRAWLSPAGE ry ROOM ry O SEE PAGE A-300 FOR FRAMING w ® _ ® ELEMENTS AROUND DOORS AND z z WINDOWS (TYP. FOR ALL) U.O.N. is NEW HEADERS TO BE (2) 2"x8" U.O.N. LINE OF EXIST. 2" STAIR 4 RAILING NOTE: DROP IN FLOOR. O I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4 RI RAISE AREA TO ALIGN (3) 2"x4" POST TO o o " � FOUNDATION WALL MODIFIED � OO # MIN. q Tr - RISERS SHALL BE CLOSED O to WITH CENTER SE KITCHEN 2. 42" HIGH GUARDRAIL 4 SPINDLE SPACING IF - HOUSE Q NOT TO ALLOW PA55AOE OF A 4" 0 SPHERE; EXIST. '15" �� L�CNTF7EA8�1� 'T - - ry 36" HIGH HANDRAIL a SPINDLE SPACING NOT HATCH (3)2"x4" P05T TO _ (3) 2"x4" POST TO TO ALLOW PASSAGE OF A 4" (P SPHERE I FOUNDATION WALL �4114 Sy4 I 1 FOUNDATION WALL 3. ORIPPABLE RAIL AS PER CODE 1 3 3'-O" cV I ? 4x6$ 5L RQ EXIST. I►� SMOKE DETECTOR / CO DETECTOR NOTES: DN.- Pi -J O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT X p O IILI NEW GL. F J p ® SMOKE /CARBON MONOXIDE COMBINATION DETECTOR w/ 10 YEAR SEALED BATTERY. `fl Lu< \�^ 2.INSTALL ALL A5 PER MANU. 5PEG.'s N ® Ul IQ p B • NEW I 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 0 W LL I-, EXISUP u0i SM/GO PWDR 24x6 1 IN COMPLIANCE WITH LOCAL CODE % � � I Q 2 3 RM 1 2 3 G W �_ _ in I 3 DBL. b NEW LAUNDRY CLOSET: BEAM POCKET W/ _ , FLASHING AROUND �I 14'-O" 3) 1.-15"x1.25 in I (2) 1.?5"x1.25" 2.0E WP`LL O 1. NEW WA5H / DRY HOOK UP z ,I/ ry2.0 _ _ OVEN 2.PROV. NEW DRAIN PAN UNDER EQUIP. W SEAM1.-I5xll.8"15,�DE 6P LP,�i 1 - )1."15x1 l.8 i5 Z,OE 6P LAd, "I'-2,�2" b'-`Y2 FLUSH HDR r- IH 3.COORDINATE LAUND. ROOM Q DOOR GIRDER I GIRDER O O EXIST. REF.I PANEL _ DIM.'s w/51ZE OF EQUIP. p - - - - - - "- NEW 3{5"� STEEL 0 ry UP ,� 2-I'- 5-5y2 COLUMN UPON NEW �� O 4.PROVIDE HOOK UPS AS REO-5 PER U 18"OLUMN FOOTING EXIST. - (3) 2"x10" HEADER I 3 NEW T IR 0 MANU. 2¢xb� m DRYER EXHAUST NOTE: UP ? ry 2 3 tt 6 I. DUCT SHALL TERMINATE TO EXTERIOR g r _ _ !L I 3 5,_q�/2 ® n-too r 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY r p x - �n OPENINGS a = BEAM POCKET W/ ry r I I EXIST. ry = 2 3 (2) 1.15"xq.5' L 3.DUCT SIZE AS PER MANU. �p LA5HIN6 AROUND �`-3'-2" 8-3y2 (1 I F - ZOE GP LAM BASEMENT BEAM H (3) 2"x4" OST I O" 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER N 4 (3) 2x4' POST TO 5. TRANSITION DUCT5 SHALL NOT BE CONGEALED WITHIN Ick-L X= BACKFILL AREA _ v I X ® HEADER NEW FOUNDATION WALL CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ry � WITH GLEAN FILL; O I L - - J w GL. O X= CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM r ® COMPACT FILL ry 2 3 ry - I NEW NEW F.F. TO' B SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED �D FILL IN OPENINO lu ® 5 BATHROOM tt1 IN ACCORDANCE WITH UL 2158A. dJ I i z EVERY WITH CMU BLOCK 2 "15x11 8'15 2.0E GP AM z 1 � 7 II 87 O P AM �^• 2¢x6 � EXISTING �� � _ �� _ _ (2) I-Mx 5 ,2 X SZ_� _ v ® Jb.EXHAUST DUCTS SHALL BE MIN 0.016 THK RIGID �( p GIRDER GIRDER 5M/C 0 METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS BEAM POCKET W/ BEAM POCKET W/ I RUNNING IN THE DIRECTION OF'AIR FLOW. EXHAUST FLA5HING AROUND FLASHING AROUND F NEW a v DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL lj/� '- NEV4 �3"-P STEELY I BEAM_ _ - F � _ - BEAM COLUMN UPON NEW EXIST. WATER rte' m X p BEDROOM 3 1 _ X 0 'i. MAX. LEN6TH SHALL NOT EXCEED 25 FT FROM DRYER dJ I (2) 2"x10' P.T. GIRDER I5 x18 x12 FOOTING HEATER ry ry LOCATION TO THE WALL OR ROOF TERMINATION. THE I - • ® MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 u: tu ® Z FEET FOR EACH 45• BEND AND 5 FEET FOR EACH q0° 037405 0 NEW 3.5"(P STEEL �I �? z �, O MODIFIED BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES COLUMN UPON NEW � O p V N 0 in LIVING ROOM NOT INCLUDE THE TRANSITION DUCT. IS"x18"x1:2" FOOTING wI2 IL V Ir x lA Q N ry I dJ O Q N FLOOR DRAIN: NEW X= ry z w ® 1� w O NEV4 5" 6UARDED FLOOR DRAIN w/ 3" TRAP; CONNECT TO EXISTING DRAIN SYSTEM - w NEW FURNACEA H 1 3 NEW WALK-IN PROJECT: GRAWLSPAGE w ® 0-1 CLOSET z FI (3) 2"x4" POST TO ¢ 2 6 (3) :2"x4" POS TO m (5) :2"x4" P05T TO O A/C NOTE: FOUNDATION WALL 2 xb FOUNDATION LL FOUNDATION WALL 1. NEW 3 TON GONDEN50R UNIT PLACED LEARY I _ -/ r- OUTSIDE OF HOME dJ 2 3 6 6 2.INSTALL GONDENSOR ON GONG. PAD - - - - - - - - - - 2 3 (2) 1.'15"x16" ZOE 6P UPSET LAM HEADER ry _ W/p _ - LINE OF EXIST. 2" RENOVATION VENT DROP IN FLOOR. RAI5E AREA TO ALIGN q'-1" WITH CENTER OF O 14'-0" 14'-0"- q'-1' HOUSE 820 PECONIC BAY BLVD. o o Q Q Q A A nj LAUREL, N.Y. 11948 EXIST. - Ax MODIFIED 9 w SUNROOM DRAWING TITLE: 2 3 FOUNDATION PLAN 2 3 2 5 FIRST FLOOR PLAN j 34 5_534:: A PAGE: 4 u, 40'-0" Q EXIST. uEP 0 '^1.I FOUNDATION PLAN STOOP A-40000 :1 5GALE: 1/4" = I'-O" 4 upi FIRST FLOOR PLAN � DATE: 09/6/19 6 OF 10 � a�j� 50ALE: 1/4" = P-O" NerD DATE 7 7-1 , 2 '•1.1,1 PI.' F0 Fl, T iW 1. r-L.!jI,JI .Iq - T'vvi.. F;" C-',.:,iif:u F0;'l POURED C ONCRC I E, 2. R0U'l=F{ - FF: !'tiG & F'LC11,i'E'iNG µ e 4. F ^;L - Cdi'; T F�UC;TION MUST ESE COI "PLE f 10.11 C.0. ALL CCP::aTR!_;,'TiON ul„^,i L r"SFT THE f�t(�t\ Q��,Q�Z� REC l!C-iE�.�r_I'JT�d CI THE CODES of�! W � S�'�.�G GAP YOR.l STATE. NOT RrsPoldS!?LE FOR .�NG4o�• DE31""N OR CONSTRUCTION ERRORS. I COMPLY WITH ALL CODES OF NEW YORK STATE &TOWN COD AS FIE0UIRED f.,.5 C 0.� t w w SOF.i ."., .,,,►TEES "CCUPAN' 0R UCE IS UNI-M IFUL �'vI T I O' 'T CERTIFICTTE a _. iF OCCUPANCY PLUMSFR CERTIFICAT10111 ON LEAD CONTENT BEFORE GERTIFICATE OF OCCUPANCY SOLDER USED IN WATER' 5UPPL Y SYSTEM CANA/0T EXCEED 1/10 OF 1% LEAD.. Ar A PLUMBING PR��NG G ALL PLUMBING WASTE F WATER LI`'JES NEED COVERING 4 ..�a•u.� -a ® ® .. _ 9 , _ N W 0 U Li.l a 0 PROJECT: LEARY 6„ RENOVATION ARCHITECTURE ANTHONY PORTILLO, R.A. , LEED Apill 11P ;71 . . , .. ..9- .. wgam,��... .. .,,�,,.,. � .9m,'. :,, x .: '..'" •- r' �r.o ,.77 .....wr„ � LAUREL N.Y. 11948 . 15400 MAIN RCAD . .ty254 36TH STREET, SU ITE C-257 MATTITUCK, NDRAWING.Y. 11952 BROOKLYN , N .Y. 11232 TITLE: s TITLE PAGE Sd ,✓� r LLC 0:516-214-0160 0: 7 :16-572-474:1 PAGE: T-100 DATE: 06/14/18 1 OF 10 CARPENTRY PLUMBING CODES AND REFERENCE STANDARD: <EN'r : I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 4 BETTER (Fb = 8-75) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL NOTES $ SFEG I F I GAT 1 ONS OTHERWISE NOTED. SYSTEMS TO 2015 INTERNATIONAL PLUMBING CODES. BUIL PIN6 CODE, 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY MAINTENANCE CODE. IT 15 THE CONTRACTORS RESPONSIBILITY TO KEEP T'HI5 CONSRUCTION DOCUMENT BINDED 2, ALL LUMBER IN CRAWL SPACES TO BE I6" ABOVE SCRATCH GOAT. MAINTAIN 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. TOeETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, 6" MIN. FOUNDATION EXPOSURE. 2. R_FERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF T- I OO TITLE PAGE SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHAN6E5 IN DIRECTION WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 5. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 AND AT BASE OF VERTICAL WASTE PIPES. COISTRUCTION MANUAL BY AF $ PA. GENERAL PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"xb" I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. POD E 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/6" PER 5. EL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING APPLICABLE BUILDING DEPARTMENT. 4. AT FLUSH FRAMING USE 16 OA6E METAL JOISTS HANOER:5 BY "TECO" OR J� 2. ALL CONSTRUCTION SHALL BE! PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 5. GENERAL TRAP AND WASTE SIZES A5 FOLLOWS, UNLESS OTHERWISE NOTED: 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL J"'t- i ®® GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EX15TINO - DISH WA5HER.........................................2" MECHANICAL CODE AND 2015 INTERNATIONAL FUEL OAS CODE. STRUGTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN - KITCHEN SINK........................................2" PROJECT DATA FLOORS, ROOFS, AND WALLS. - LAVATORY...............................................2 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2014 NATIONAL ELECTRIC CODE, 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES - SHOWER/TUB..........................................2" NFPA •70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - TOILET........................................................5" U.O.N. - LAUNDRY .................................................2" 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - " -200 SITE PLAN OF THE OWNER/BUILDER ........................3-7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING FLOOR DRAIN.................. 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" ZONING DATA 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 8. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. THROUGH ROOF. SHALL BE CLARIFIED WITH THE ARCHITECT/ENOINEER BEFORE PROGEEDIN6 WITH THE WORK. 9. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE -1. PROVIDE FR05T-PROOF H05E BIBS WITH EASILY ACCE551BLE DRAIN 4 P.T. DRAIN GOOKS AS REQ'D. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL 5Y5TEM SHALL BE MADE PROTECTION. -�OO HOLDOWN, ANCHOR BOLT, UNLESS APPROVED BY THE ARCHITEGT/ENGINEER. 10. ALL EXTERIOR 5HEATHIN& SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE ON PAGE A-1. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND 6. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED STRAPPING & NAILING DETAILS -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS WITH BACK FLOW PROTECTION. BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN STRUCTURAL DESIGN LOADS APPLICABLE. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 5. DRY WELLS AS REQUIRED BY' STATE AND LOCAL CODES. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. II. SUB FLOORING, GENERALLY,TO BE OF 5/4" THICKNESS AND OF GDX GRADE. �M- I OO DEMOLITION PLANS 9. DO NOT SCALE DRAWIN65, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED,U.O.N. 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR TO CONGEALMENT OF PLUMBING. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOU5E WRAP OR LLJ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. 11. NOTCHINO AND BORING OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED II. THESE SET OF DRAWINGS ARIE THE PROPERTY OF ANTHONY PORTILLO, RA 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT NOR ANY POTENTIAL DAMAGE THEREOF. AND SHALL NOT BE ALTERED OR Be REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE 5EAM5 OF EXTERIOR SHEATHING. A-400 FOUNDATION PLAN V PERMISSION FROM THE ARCHITECT. LULJJ 14. PROVIDE 'X' CROSS 5RAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN 51-ANS ASPHALT ROOFING 5HINOLES FIRST FLOOR PLAN ~ V 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 6'-O" AND AT EVERY 5'-0". I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING RESPONSIBLE FOR DEVON INTENT ONLY. SHINGLES OR APPROVED EQUAL. J 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE U J 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A-2 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE -rjOO SECOND FLOOR/ROOF FRAMING PLAN Q 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FA5TENIN& SCHEDULE AS AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. LINE. 3 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. SECTIONS RUBBISH, WA5TE MATERIALS, TCOL5, ETC., GLEAN GLASS AND LEAVE WORK BROOM GLEAN. 1-7. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAOE5 A-1 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF THROUGH A-5 CONSTRUCTION. 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL / LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 16. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J0I5T AS PER GORE. 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S OO ELEVATIONS AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. 5UB SPECIFICATIONS. FLOOR SHALL NEVER EXCEED A 16" SPAN. I6. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF 5. NAILING OF ROOFING SHALL BE TO CODE. THE SUB-GONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER 19. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING COMPLETION OF PROJECT. AS PER PACE A-1 THROUGH A-3. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 1'7. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN PERMITTED A-700 DETAIL DRAWINGS ARGHITEGT/ENOINEER, AND THEIR A&ENT5 AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR A6AIN5T ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INGLUDIN6 TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 2:12 PITCHES TO 4:12 PITCHES ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRU514IN6, DIPPING, OR 5OAKIN6 UNTIL THE WOOD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) ABSORBS NO MORE. ALSO,FOR HARDWARE USED WITH P.T. LUMBER, 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF 15 ATTRIBUTABLE TO BODILY INJURY, 51GKNE55, DISEA5E OR DEATH OR TO CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER THE SEALANT TO UPLIFT FORGES USING A5TM D 6361. INJURY TO OR DESTRUCTION OF TANGIBLE PROPER7Y (OTHER THAN THE WORK MANUFACTURER SUCH A5: HAN6ERS,NAILS,SCREWS, FLA5HIN5, ANCHOR BOLTS, ITSELF INGLUDIN6 THE L055 OR.USE RE5ULTINC THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ASPHALT ROOFING SHINGLES J -8OO PLUMBING RISER DIAGRAMS WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OM155ION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. I. ALL SLOPED ROOFING SHINOLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 5HINOLES OR APPROVED EQUAL. EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: GAS RISER DIAGRAM BE LIABLE REGARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 J015T McMILLIAN 1.9E MIGROLAM 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE PARTY INDEMNIFIED HEREUNDER. B. GEORGIA PACIFIC 2.OE 6-P LAM NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE PSL (PARALLEL 5TRAND LUMBER) DENOTES AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL 16. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 A. TRUSS JOIST MGMILLIAN 2.OE PARALLAM LINE. 8 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SFEC.'s OF CONCRETE, ETC. ARE TO BE CAREFULLY 50PERVISED BY THE CONTRACTOR 5. PROVIDE FLA5HIN6 NECESSARY FOR WATER TIGHT AND WEATHERPROOF TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN05, 5PECIFICATION5, 22. FOR NEW WALL5, A PERFORATED SH2ARWALL SYSTEM IS USED. THE CONSTRUCTION. APPLICABLE GORES AND 600I� PRACTICE. DEVIATIONS FROM THE DRAW1NC75 CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, AND SPECIFICATIONS WILL NOT BE PERMITTED WITI-OUT WRITTEN NOTES, AND TABLES ON PA6E5 A-1, A-2, 4 A-3. THE FASTENING SCHEDULE 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S AUTHORIZATION OF THE ARCHITECT/ENGINEER. SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING SPEC,I FICATI ON5. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FA5TENIN6 19. THE CONTRACTOR SHALL BE: RESPONSIBLE FOR ANY SHOP DRAWINGS SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 5. NAILING OF ROOFING SHALL BE TO CODE. NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). PERTAINING ARE TO BE FIELD VERIFIED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 6. CORRO51ON RE515TANT 11 6A6E ROOFING NAILS AND 16 &AGE STAPLES ARE STRUGTUFAL tUES I CSN LOADS PERMITTED 20. CONTRACTOR TO REMOVE E RELOCATE A5 REQUIRED ALL EXI5TIN5 WORK 25. COLUMN BEARING AS FOLLOWS: WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. WOOD POSTING TO BE BLOCKED 50LIDTO FOUND. WALL w/END GRAIN, 7. PROVIDE (2) LAYERS OF 15# ASPHALT E3UILDIN0 FELT UNDERLAYMENT FOR USE LIVE LOAD DEAD LOAD TREATED WOOD d FLA5HING. STEEL CCLUMN5 ARE TO BEAR UPON FOUND. 2:12 PITCHES TO 4:12 PITCHES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT SPECIFICATIONS, UNLESS NOTED OTHERWISE. SECURE w/(2) 1/2" 4) ANCHOR E30LT5 (4"LONG EXPANSION BOLTS ® EXTERIOR BALCONIES 60 psf 15 psf 22. PROVIDE FIREBLOOKING A5 PER NEW YORK ACCESSIBILITY STANDARDS. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY SITE WORK P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. ib" I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR DECKS 40 psf 15 psf 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS (BUTIIII WHEN COLUMN OR P05TINO 15 PART OF THE LOAD PATH FOR USE 2• VERIFY ALL LIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN COPYRI&HT PROTECTION ACT OF 1990 (AWCPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ RECEIVE CLARIFICATION FROM ARCHITEOT/ENCINEER PRIOR TO PROCEEDING. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. ATTICS WITHOUT STORAGE(ROOF BELOW 3 PITCH) 10 psf 15 psf Z U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. w FOUNDATION. CONCRETE, AND MIA5ONRY w/6" RISE 8 w/ (2) 5/4'4) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS STOCKPILE ALL EXCAVATED MATERIALS. 2 I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT SET 6" DI5T., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGES A-1 THROUGH A-3. ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf 2 APPLIES TO THE NEW WORK BEINO PERFORMED AND SHALL COORDINATE THE U 5U5-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF 4. NEW AND EX15TINO BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLA55 WINDOWS AND DOORS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf I. ALL GLA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 2. ALL FOOTINC75 TO BEAR ON FIRM,VIR51N,UNDI5TURBED 501L 2, &LASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. SLEEPING ROOMS 50 psf 15 psf a 5. SOIL TO HAVE MIN. BEARING CAPA017Y OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. STAIRS 40 psf 15 psf 0 3. ALL 5LIDIN6 GLA55 DOORS, 5KYLI&HT5,AND ANY CLASS UNIT INSTALLED ELECTRICAL: p 4. FO WINE TO REST A MIN. OF 4-O BELOW GRADE, UNLESS WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM GUARDRAILS AND HANDRAIL5 200 psf 15 psf w OTHERWISE NOTED UNLESS OTHERWISE NOTED. TO 2014 NATIONAL ELECTRIC CODE, NFPA-70 AND 2015 INTERNATIONAL p 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINOS, U.O.N. ENERGY CONSERVATION CODE. w 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 1 s? FOR CATH. 2 psf FOR ATTIC S MANUFACTURER' SPECIFICATIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON ROOF LOADING (LIVE: = GROUND SNOW LOAD) 20 psf 15 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS p UNTIL 151 TIER OF FRAMING IS IN PLACE. COMPLETION OF WORK. 1py, 5. ALL WINDOW5 TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA-72: -7. FOOTIN65 TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS. GENERALLY,VERIFY OR PROVIDE HARD WIRED Ip* Sv 6. PROVIDE FLA5HIN6 PANS UNDER ALL 5LIDIN6 CLASS DOORS, WINDOWS, OR SMOKE DETECTORS w/BATTERY BACK-UP IN: 6. ALL OPENINC75 FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. SOLID WITH CONCRETE. A. EACH SLEEPING ROOM 7 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITIH PAGE A-2. -1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. B. OUTSIDE OF EACH SEPARATE 5LEEPIN6 = t ` D ALL CONCRETE TO HAVE AN ULTIMATE GOMPRE`SSIVE STRENGTH AT 26 AREA IN THE IMMEDIATE VICINITY OF .A 5. ALL GLA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 THE BEDROOMS (GENERALLY THE HALLWAY) ' d4UU ' DAYS OF 4000 P.5.1.,U.O.N. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. `"°"••-°° II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH q, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH G. EVERY LEVEL OF DWELLING ►°' NE`4`� 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER (BASMENT, FIRST FLOOR, d SECOND FLOOR, ETC) ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE51STANT TIES - CHARACTERISTICS ARE AS FOLLOWS,BUT NOT LIMITED TO: DEVON PRESSURE, PROJECT: (1) WALL TIE PER (5) 50. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE L EA RY MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. TEMPERED CLASS. I SULATIO FE EST�ATO REOUIRE� E TS 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING `/TO EXTERIOR OF FOUND. RENO Y AT I O N FROM FOOTING TO 2" ABOVE FIN15H GRADE. 6Y SUM WALL BOARD I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT t� NYSEGG 201 C� T�4�L 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES COMPOUND METHOD. GOMPONNT IOPRTIS GOI'I�L��S OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2. ALL 6YPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS RG02 12 820 PECONIC BAY BLVD. OTHERWISE NOTED. WATER RE515TANT(W.R) AT BATHROOMS AND WHERE 1-1. NO ADDITIVES SHALL BE PLACED IN 00NCRET= UNLESS SPECIFIED BY DEEMED APPLICABLE. LAUREL N.Y. 11948 ARCHITECT/ENGINEER. MIN. R-10 @ 4'-0" DEPTH AS PER 3. 5/6", ONE HOUR RATED, TYPE 'X' 6YPSUM BOARD ON GEILIN6 AND WALLS SLAB R-VALUE 4 R-10, 4' TABLE 402.1. OF NYS ENERGY YES 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET DEPTH WHERE EVER APPLICABLE. IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PR.ODUCIN6 CODE - CLIMATE ZONE 4 DRAWING TITLE: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 19. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A CONCRETE PANELS OF 5/5" THICKNE55 MINIMUM. MIN. R-20 AS PER TABLE 402.1.2 MIN. 10" DEEP PROJECTING 6" ON EACH SIDE OF THE FOUNDATION WALL. EXTERIOR WOOD R-20 BATT OF NYE) ENERGY CODE - YES GENERAL NOTES PROVIDE TWO #4 DEFORMED 5AR5 CONTINUOUS IN THE FOOTING. ALL 4" THICK 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES,CORNERS, AND EDOE5 SHALL BE FRAME WALL R-VALUE CLIMATE ZONE 4 PROJECT/ZONING DATA CONCRETE SLABS TO HAVE 6x6 10/10 WELDED WIRE REINFORCING. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED MIN. R-4,51 AS PER TABLE 402.1.2 AS IN SOLID # SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 5" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND CEILING R-VALUE R-50 BATT OF NYS ENERGY CODE - YES DEEP d 5'-0" BELOW GRADE. ALL OPENINGS. CLIMATE ZONE 4 6. FASTEN 6YP5UM BOARD AS PER FA5TENIN6 SCHEDULE ON PAGE A-I. PAGE: INSULATION MECHANICAL CONNECTIONS: I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED MIN. R-1a1 AS PER TABLE 402.1.2 FIBEROLA55 BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "5IMP50N" MAY BE SUBSTITUTED FLOOR R-VALUE R-30 BATT OF NYS ENERGY CODE - YES A-100 FOIL TO BE PLACED TOWARD WARM SIDE. WITH AN APPROVED EQUAL PRODUCT. CLIMATE ZONE 4 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2• THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY 51MPSON MANUFACTURER. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE INDICATED IN "51MP5ON" PRODUCT LITERATURE. THERE MAY BE SEVERAL NY5EECG 402.1.3 AND TABLES FOUNDATION WATERPROOFING-. LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING U-VALUE= 0.250 402.1.1 AND 402.1.2 DATE: 2 OF 10 06/14/18 VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "51MPSON" WINDOW U-FACTOR AIR LEAKAGE 0.30 MAXIMUM U-FACTOR=0.35 YES 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE A5 FOLLOWS: - 9 NOTED R-50 FOR FLAT GEILIN65 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED 6AL.VANIZED CFM/SF MAXIMUM AIR LEAKAGE= 0.30 - 6.25" R-BOG FOR VAULTED ,AND CATHEDRAL GEILIN65 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - 3.5" "-123 FOR 2"x4" WALL LAND CATHEDRAL MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GFM/SF - 5.25" R-21 FOR 2"x6" WALL CONSTRUCTION 6. ALL FA5TENIN6 CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - 5.25 R-21 FOR FLOORS SPECIFICATIONS OF THE PRODUCT BEING INSTALLED '7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY ARCHITECT 5. ALL CONNECTORS SPECIFIED AS A 1151MP50N" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE 5U55TITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. : . ° i , 7"-,r .. ..,r .. .. . O OVRAG� Is R� u TSsl .A DESCRIPTION AREA % LOT -- - COVERAGE Sr-.TM # 1000-145-2-8; LOT AREA = 26,315i7.4 S.F. ; R-40 NON-GONFORMING TOTAL LOT AREA 26,3c17.4 S.F. MINIMUM REG2U I RED EXIST. PROPOSED COMPLIES EXISTING HOUSE 1,245.2 S.F. 4.7% FRONT YARD 40.0' 62.c1' 62.c1' YES EXISTING SHED 504.0 S.F. 1•1�0 SIDE YARD 15.0' I8.0' 18.0' YES EXISTING ENTRIES 74.0 S.F. 0.3% BOTH SIDE YARDS 35.0' 68.7' 54.6' YES PROPOSED ADDITIONS 2c18.0 S.F. I.19/0 PROPOSED STAIR GOVERED o REAR 50.0' 102.3' c18.5' YES • PORCH 253.0 S.F. I.O/ TOTAL AREA OF ALL STRUGTURES 2,314.2 S.F. q.0% LOT SIZE 40,000.0 26,3c17.4 -- S.F. S.F. NO MAXIMUM GOVERAGE ALLONED = 20% LOT NIDTH 150.0' 103.7' -- NO TOTAL NEW IMPERVIOUS SURFAGE AREA = 845 S.F. w / LOT DEPTH 175.0' 233.72' -- YES C.) �0LIVABLE FLOOR AREA 850.0 S.F. I,cl72.8 S.F. 2,270.7 S.F. YES w v \ MAXIMUM PERMITTED BUILDING HEIGHT 35.0' 20.6 20.6' YES 0 � O' O 1 NUMBER OF STORIES 2 1/2 1 1/2 11 YES owl O. O 00, 2 - �S o , 0 / .01 Q) NEW AG -X I ST. / EXIST. CELLAR UNIT CHIMNEY ENTRANCE EXIST. STOOP � PROP. Q ADDITION o EXIST. I STORY ND. FRAME HOUSE W EXIST. ND. a \ ``:\`�`, �\ ``\ � a O FRAME SHED NOT PART OF THIS , e \ APPLIG I N --000*\ NEW ROOF ` ` \\. AREA ti e / 01 .01 STAIR 4 ° COVERED PORCH '-A i 3�2 e _:+._ :.;ter ';. .,P✓ , PROJECT: LEARY RENOVATION 820 PECONIC BAY BLVD. LAUREL, N.Y. 11948 / SITE LAYOUT NOTES: DRAWING TITLE: I. THIS IS AN ARGHITEGTS SITE PLAN IS SITE PLAN SUBJECT TO \/ERI F I GATT ON BY A LICENSED SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN 15 TO THE / ARGHITEG7'5 BEST OF KNOWLEDGE. 2. SURREY INFORMATION NAS OBTAINED PAGE: FROM A SURVEY DATED AUGUST 12, IGlcf4 / AND PREPARED BY: A-200 •C5' ANTHONY K LENANDONSKI LICENSED SURVEYOR SOUTHOLD, N.Y. 11171 DATE: 06/14/18 3 OF 10 S I TF- PLAN 50ALE: P-0" = 10'—O" CONSTRUCTION DETAILS I$ Vel I ND LOAD PATH ANCHOR BOLT SPEC. I F I GAT I ONS NOTE: THI5 5GHEDULE DOES NO NIG!DE NAILIDNO FOR METAL FRAMING STRAPS (SEE PAGE A-2 FOR STRAPPING AND NAILING REQUIREMENTS, GONNEGT I ON DETAILS AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE NOT TO SCALE SPECIFICATION (WFCM TABLES 5.2A 4 5.2B, P. 112) CORNER CONDITION 65"-12' FOR ALL STRUCTURES: FASTENER SPEC. FAS�NO FT- 59" %"(P ANCHOR BOLTS a 39" O.G. DESGRI PTI ON AND QUANTITY 5P ' ROOF I$ CEILING FRAMING n NOTES: :o r RAFTER TO TOP PLATE (TOE-NAIL) REQUEST 5K IF NEEDED PER RAFTER WOOD JO 15 W00D jai I. MIN. 7" EMBEDMENT INTO CONCRETE w/ 5" SQUARE WASHERS AND END NUT SETUP; CEILING J015T TO TOP PLATE (TOE-NAIL) REQUEST SK IF NEEDED PER JOIST 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL BLOCKING JOIST HANOE END TOP TWO COURSES 50LID CEILING JOIST TO PARALLEL RAFTER (PAGE-NAIL) REQUEST SK IF NEEDED EACH LAP CONDITION it 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR CEILINS 9 JOIST LAPS OVER PARTITIONS (FACE-NAIL) -Ibd COMMON EACH LAP GIRDER/HEADS OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 WOOD GIRDER WOOD J015T PLAN DIAGRAM OF ZONES 5. ANCHOR BOLTS ARE TO BE BETWEEN 6" 4 12" COLLAR TIE TO RAFTER (PAGE-NAIL) REQUEST SK IF NEEDED PER TIE FROM ENDS AND CORNERS (TWO ® CORNERS) (SEE DIAGRAM TO LEFT) BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END 4. COORDINATE w/ HOLDOWN LOCATIONS RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON - EACH END -JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYP I GAL NA I L I NO/STRAPP I NO RQU I RMNTS FOR WALL FRAMING UPLIFT SEAR� 4 L Jl TE R A L WIND R E S I S T A N � TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON I PER FOOT U 1 �T J� j� TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-16d COMMON JOISTS - EA. SIDE Lu ' TYPICAL NAILING/STRAPPING REQUIREMENTS FOR STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.C. U J UPLIFT, SHEAR, I$ LATERAL WIND RESISTANCE HEADER TO HEADER (FACE-NAIL) Ibd COMMON Ib" O.G. ALONG EDGES Q WALL STUD ED WALL STUDto CONNECTION DI 4 D2 TOP or BOTTOM PLATE TO SD (END-NAIL) 2-I6d COMMON 4 PER STUD BOTTOM PLATE—� BOTTOM PLAT N BOTTTOM PLATE TO FLOOR J015T, BAND JOIST, 1� BATHTUB SUB FLOOR EOM or BLOCKING (PAGE-NAIL) 2-Ibd COMMON PER FOOT DOUBLE JOIST DOUBLE JOIST AT STUD TO FLOOR ASSEMBLY TO SILL PLATES) CONNECTION: FLOOR FRAMING FOR STRAP - 3 8 d COMMON NAILS ® EA. JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST END OF STRAP (WRAP STRAP UNDER SILL PL) BRID61N6 TO JOIST (TOE-NAIL) 2-ad COMMON EACH END FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - DOUBLE .JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS a _2 _16_ d COMMON NAILS BLOCKING TO J015T (TOE-NAIL) 2-ad COMMON EACH END BLOCKING TSILL CH BLOCK ALTERNATE CONFIGURATION - ABOVE STUD TO TOP PLATE (TT OE-NAILIL) 5-I6d COMMON EA G FLOOR CONNECTION w/ # LPT4 51MP50N (OR EQUAL) a PLATFORM TO SILL PLATES LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST 5TANDARD/ALTERNA7E J015T ON LEDGER TO BEAM (TOE-NAIL) 5-ad COMMON PER JOIST KING STUDS BAND JOIST TO JOIST (END-NAIL) 5-I6d COMMON PER J015T RAFTER BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-16d COMMON 1 PER FOOT CRIPPLE STUD ROOF SHEATH I NO HEADER NAIL I NO/STRAPP I NO O © WINDOW/DOOR HEADER STRUCTURAL PANELS: (SEE ALSO GRAPHIC, INTERIOR ZONE THI5 SECTION) ad COMMON b" EDGE / 12" FIELD PERIMETER ZONE ad COMMON 6" EDGE / 12" FIELD TOP PLATE (4" O.G. a GABLE NOTATION: JACK STUDS A- NUMBER OF Sd NAILS ® EA. END OF 5TRAPPINS (5."7,P. 15'7-2001) GE I L I NG SHEATH WALL. STUD B-NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (3.238,P. 193 -2001) I NG G- NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (5230,P. 193 - ALTERNATE,;3.23D,P5. 1414 -2001) &YPSUM WALLBOARD 5d COOLERS 1" EDGE / 10�FIELD N. D- NUMBER OF Ibd NAILS,END-NAILED THROU5H ADJACENT KING STUD TO END OF HEADER m EA. SIDE (3.7, P. 15-1 d WORKSHEET-2001) E- NUMBER OF JACK STUDS m EA. END OF HEADER (522F,P191-2001) WALL SHEATHING ff3E- F- NUMBER OF Ibd NAILS, END-NAILED THROU5H ADJACENT JACK STUD TYPICAL HEADER CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION ATO END OF 51LL(S) ® EA. SIDE (DOES NOT APPLY TO DOORS) (3.8,P. 157 4 WORKSHEET-2001) STRUCTURAL PANELSad COMMONb" EDGE / 12" FIELD GYPSUM WALLBOARD FASTENING 50HEDULE B 5d COOLERS '7 EDGE / 10 FIELID w WIND RESISTANT CONSTRUCTION GONNEGTORS ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINC75 F (IN ACCORDANCE WITH WOOD FRAME FLOOR SHEATH I NO (SUBFLOOR) 0 CONNECTION LOCATION: PART NUMBER: NOTES: CONSTRUCTION MANUAL 2001 EDITION, RI DOE-TO-RAFTERS C520 @ 2(" APPLY TO EACH PAIR OF RAFTERS A NOTATION STRUCTURAL PANELS: I" or LE55 ad COMMON b" EDGE / 12" FIELD � RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER ROUGH A B G D E F G GREATER THAN I" 10d COMMON 6" EDGE /b" FIELD p OPNG RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER 21-0" 2 I 1 1 1 1 w PLATE-TO-WALL STUD C520 @ 18° APPLY TO EACH WALL STUD 4'-0" 4 I 2 2 2 2 2ND. FLOOR WALL-TO-1ST. FLOOR WALL LFTA or 0520 9 56" APPLY TO EACH WALL STUD REQUIRES SILL PLATE OF 2"xb" (MIN.)' REQUIRES (5) 2"x12" HDR (MIN.) REQ HEADER-TO-JACK STUD C520 (9 12" APPLY TO EACH JACK STUD 8'-o" -7 2 5 4 4 4 ��E )'e CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD �°�t SHEAR. WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH 5117)EWALL END Q _> 0 WRAP UNDER DOUBLE SILL PLATEN ` 15T. FLOOR-UNDER-51 LL PLATE C520 (USE �- WITH 3 5QUARE WASHERS) USE THE FOLLOWING OR APPROVED S I MESON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. SPL I G I NO OF TOP PLATE NES FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. PROJECT: TOP PLATE L EA RY SPLICE LENGTH TOP PLATE SPLICE REQUIREMENT5 TOP PLATE 5PLIGE REQUIREMENT5 RENOVATION GONTI NUOUS BUILT-UP O 1 RDERS THREE OR MORE SUPPORTS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES BsC - ALL OTHER GASES ONE STORY SLAB ON GRADE CONNECTION PATTERN 5GHEDULE BUILDING MINIMUM SPLICE"," BUILDING MINIMUM 5PLICE'2',' CONNECTION a 1// 4 OF Ab DIMEN51ON (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT) PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: STRUCTURAL DESIGN LOADS 820 PECONIC BAY BLVD. MAX.52" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER LAUREL N.Y. 11948 A (2)Rows tai NAILS o 12"O.C. P SIDE BY SIDE ARE CONTINUOUS OVER THREE OR MORE 12'-O" 2'-O"/2'-b" 12'-O" 3'-O" USE LIVE LOAD D SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE EAD LOAD B (5)Rows 1011 NAILS o 12"0.0. 51XTH AND ONE QUARTER THE SPAN LENGTH FROM AN Ib'-O" 3'-O"/3'-9" Ib'-O" 4'-O" P^ INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, EXTERIOR BALCONIES 60 psf 15 psf DRAWING TITLE: G (2)Rows I/v m BOLTS o 12"O.G.STA66ERm; NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE � „ PBL.o END: BUILT UP GIRDER P MAX.52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. 20-0 4-O /5-O 20-0.15-O DECKS 40 psf 15 psf HOLDOWN, ANCHOR BOLT, m BOLTS o Ib"O.C. 24'-O" b'-o" STRAPPING & NAILING DETAILS AILING: PA55AN6ER VEHICLE GARAGES 50sf AS PER PLAN E (2)Rows 1r." m BOLTS o 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE p STRUCTURAL DESIGN LOADS BETWEEN I/b WITH IOd NAILS TWO NEAR EACH END OF EACH PIECE • :25'-0" 51-011/61-51, 2a-O -71-oll F (2)ROWS 5-5/8"TRUSSLOGK 5CREW5 0 12"O.G. a 1/4 OFA OTHERS STAGGERED WITH A DISTANCE OF Ib INCHES ATTICS WITHOUT 5TORASE (ROOF BELOW 5 PITCH) 10 psf 15 psf SCREWED OIV(1)SIDE OF MEMBER , " , (2)ROWS 5-3/8"TRU IS SGREY�L o Ib"O.C. . ' ?, BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 52'-0" 6-O /T-b 32-O b,-O, e sGREwm Gly(1)SIDE of MEMBER TO BE NAILED FROM EACH 51DE w/ IOd NAILS, TWO NEAR ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf EACH END OF EACH JOIST, OTHERS STAGGERED w/ A I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE 36'-O" -1'-O"/b'-9" 36'-O" q'-0" PAGE: (2)Rows 014(1) IDE O ME SGREI^L�0 24"O.C. f DISTANCE OF 52 BETWEEN NAILS IN A HORIZONTAL LINE. H �� CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf SGREwm OW(I)SIDE OF MEMBER LENOTH5,THE NAIL 5PAGINO SHALL BE REDUCED IN ORDER TO (2)ROWS 5"TRISSLOGK SCREWS o 12'O.G. THREE-PIECE PROVIDE AN EQUIVALENT NUMBER OF NAILS 401-0" b'-O"/IO'-O" 40'-0" 11'-O" AIL J SCREWED ON BOTH SIDE OF MEMBER BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS SLEEPING ROOMS 50 psf 15 psf ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED K -300 (2)ROWS 5"TRUSSLOGK SCREWS• I6"O.G. IN EXPOSURE B 50'-0" IO'-O"/12'-6" 50'-0" I3'-O" SCREWED 014 BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ STAIRS 40 psf 15 psf L (2)ROWS 5"TRU55LOGK SCREWS o 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL ,1 SON BOTH SIDE OF MEMBER 4 1/4 OF A HORIZONTAL LINE. HEIGHTS FOR OTHER WALL HEICHT5,H,THE TABULATED UNIT 601-0 b0-O11 Ib CREWED -O LATERAL LOADS SHALL BE MULTIPLIED BY H/8; 64JARDRAILS AND HANDRAILS 200 psf 15 psf FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE 11 DATE: 06 14 18 NOTE: FOUR-PIECE CIDERS ARE TO BE A55EMLED A5 SHOWN, AND NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 70-O 141-0" '10-0 19-O 4 OF 10 1.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): PLAN SHALL USE CONNECTION PATTERN 'A'WHEN W OR SMALLER 12 p3f FOR ATTIC 4 CONNECTION PATTERN 'B'NWPN 10"OR LARGER p GIRDER. W WALL- 1.125 b0'-O" I6'-O" b0'-O" 221-0" ROOF LOADING (LIVE = &ROUND 5NOW LOAD) 20 psf 15 psf FOR CATH. 2.WHEN SCREWING OR NAILIN'S FROM BOTH SIDES OF'MEMBER- FOUR-PIECE 10'WALL- 125 ANCHORING: II'WALL- 1.5-75 IL OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHERBUILT UP GIRDER P, 12'WALL- 1.5 THI5 COLUMN w/MULTIPLIER +� GIRDERS ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, FOR 1MULT WALL ALL STRUCTURAL DE51&N CONSIDERATIONS ARE IN CONFORMANCE WITH NAILED TO WOOD POSTS OR BOLTED TO STEEL COLUMNS. 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL A50E '7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) 0E I `1 F:ZAL _ EX15TINO TO BE DEMOL15HED O. HARD WIRED SMOKE DETECTOR 5M W BATTERY BACK-UP EXISTING TO REMAIN O CARBON MONOXIDE NEW WOOD FRAME (L.G. CO DETECTOR 5TL. WHEN APPLICABLE) HARD WIRED SMOKE AND CARBON NEW PARTIAL HEIGHT 5M/CO MONOXIDE DETECTOR COMBO WOOD FRAME (L.G. 5TL. W BATTERY BACK-UP WHEN APPLICABLE) ® 50 G.F.M. EXHAUST NEW FOUNDATION WALL FAN w/ DAMPER 50 G.F.M. EXHAUST ® MIN. (2) 2"x4" 5TFWrTURAL FL. FAN $ LIGHT COMBP P05T FOR 4" WALL5 W/ DAMPER (MIN. (2) 2"xb" 57RUCTURAL P05T FOR b" WALLS), U.O.N. W -----------------------i -------------------- EXIST. STAIR 8 STOOP I 1 (� TO BE REMOVED 1 ------------------ ----------------- _j -------- -- I W I 1 i 1 H ALL FIR57 FLOOR I I U WINDOWI J S TO BE REMOVED I I I I I U I I EX 157. I I I I Q EXIST. PORTIONS OF 5TOOP EXTERIOR WALL TO I I BE REMOVED I 1 I I F- 1�1�, I III I I I IN IN I I III I IN I EXIST. DINING I I I I ROOM I I III I EX15T, I III I EX15T. III I GF:AWLSPAGE BEDROOM I i III I EX15T. DINING ROOM FINISH III I I FLOOR TO BE REMOVED. EXIST. WALL5 TO 1 I FLOOR JOISTS TO REMAIN. III EXIST. PORTION OF BE REMOVED I I III EXTERIOR WALL TO I III BE REMOVED FOR I III NEW WINDOW I I III LOCATION II LIr--------------------- EX15T. EXIST III FI I EXIST. KITCHEN TOHATCH -------------- 2" DN / EXIST. BASEMENT I I I �/ �I BE REMOVED; EXIST. STAIRS d DOOR TO I I I I �/ II 1 CONSULT WITH HOME EX15T. HALLWAY EDS. OWNER FOR FIXTURE REMAIN I I EXIST. LL_� IL CL EX15T. EXIST. PORTION OF DN _ r––– STORAGE � � EXTERIOR WALL TO I III I BE REMOVED FOR I III I I III I X O N= NEW WINDOW I II EXIST. PORTION OF SHORING NOTE: LOCATION I III WALL TO BE I I I III I I� _ _.. _.._.._. _ ._.. T ® PROVIDE TEMPORARY 1 I REMOVED FOR NEW I EXIST. II � X SHORING BELOW EXIST. EXIST. I I STAIR RAILING I II a EXIST. ORDER $ POSTS W F.J. PRIOR TO REMOVING UP 1 1 KITCHEN 11 I III I O TO BE REMOVED AND EXIST GIRDERS REPLACED I I I I I I I III E T. 8.6 S.F AREA EXIST. EX15T. 1 ( L___ EXIST. PORTION OF EXIST. BATHROOM I I I Imix, I III I FLOOR TO BE RAILING TO BE TO BE REMOVED; GL• I GL• 11 FOR NENJ -----------��---- ------ --�'---------------- � L-------J I I EXIST. REMWEDH A ROOM — I CONSULT WITH HOME —_————_—— ____ r IL——T _ MOVED r ——— OWNER FOR FIXTURE —T I �� ----- BATHROOM — STORAGE C LEXIST. WASHER 8 EX15T. OAS, METER I I I L�_ J II 11 I �J // 11�IL—_—__—L=_=Ja�1 I/ ®DRYER TO BE UP TO REMAIN I I I �� // I —J" E --------------J EXIST._ DISCONNECTED AND G� I I I 'TIrlr— � REMOVED r---—1 e� U I it I 1 1 1 1 1 Jli IXiST.cSEGOND FLOOR III I I I I I X O I I I \STAIRS TO REMAIN; I I II III I I I _ I EXIST. \ I I REMOVE E30 O W(LANDING F- 1111 I I BATHROOM I I I II I N I I N ® I I \�_�/ III I EXIST. GLO T Z L ___J �X L---- —_____---_�_ L_—_ J III I DOORS 8 PO ION W EXIST. BOILER TO EXIST. WATER I r 7 EXIST. FLOOR DUCT III I OF CLOSET ALL BE DISCONNECTED HEATER TO i i TO BE REMOVED TO BE RE OVED 0 REMAIN _.._ ._.._. _ . ---_------ AND REMOVED r.._ — — — — L------ -----z---------- U ----------- — — III -- IN I I IIII I EX15T. XIST. j Q BEDRO BEDROOM 0 EXIST. WINDOWS TO EXIST. GIRDER $ POSTS BE REMOVED TO BE REMOVED AND REPLACED 1111 �— I III EXIST. LIVING I I EX15T. I II I ROOM I j -� BASEMENT IN i dtL � I II I I I II I ry O EXIST. ELECTRIC III PANEL TO REMAIN It IIWI IIII x ® _ ��V0 hV- ®•p ��� � III n III A C) EXIST. WALL, EX15T. EXIST. Z � -�r 1�' ►1 IN I I I � I II I �C r+r '• I � WINDOWS 8 DOOR III I II II I DRAWERS DRAWERS I TO BE REMOVED 1 �- II EXIST. I ----------�-�'r"=-�_ � � -_ ====� 1111SEGONI� FLOOR DEMOLITION PLAN ��Fr�E'�'g° 1111 III I 1 111 111 I SCALE: 1/4" = 1'-0" I III III I I III III I PROJECT: Fi i'li EXIST. SUNROOIM FINISH PROJ ECT:111 I Q EXIST. FLOOR TO BE (REMOVED L EA RY I II III I EXIST. I Ilf FLOOR JOISTS TO REMAIN. III I N SUNROOM GRAWLSPAGE I If I III I lu 11 RENOVATION 1111 1h11r�1 I III 1111 1111 1111 1111 1111 820 PECONIC BAY BLVD. ---- ---- ---- LAUREL, N.Y. 11948 FOUN17AT1 ON l7EMOL.I TI ON PLAN EXIST. DRAWING TITLE: SCALE: I/4" = I'-O" STOOP DEMOLITION PLANS FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" PAGE: DM-100 DATE: 06/14/18 5 OF 10 FOUNDATION PLAN NOTE5 (5ENERAL FERAL S"%r��50L O TYPICAL P. GONG, FTG. 4 WALL CONSTRUCTION EXISTING TO BE DEMOL15HFD . HARD WIRED SMOKE DETECTOR GRAWLSPAGE: - • (2) 2"xb" P.T. SILL PLATES w/COPPER TERMITE SHIELD d SILL SEAL SM w/ BATTERY BACK-UP EXISTING TO REMAIN • ANCHOR BOLTS A5 PER PAGE A-300 • 5" P. GONG. FOUND. WALL AS PER DETAIL UPOIN NEW WOOD FRAME (L.G. O. CARBON MONOXIDE co DETECTOR • 18"X12" DEEP P. GONG. FTE. AS PER DETAIL UPON STL. WHEN APPLICABLE) • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR HARD WIRED SMOKE AND CARBON • B.O. FTG. 3-O' BELOW 6R,60E NEW PARTIAL HEIGHT 0 SM/GO MONOXIDE DETECTOR COMBO • I/2" EXPANSION JOINT a PERIMETER OF SLAB (WHEN WOOD FRAME (L.O. 5TL. APPLICABLE) WHEN APPLICABLE) w/ BATTERY BACK-UP 2 TYPICAL LEDGER BOARD 6 EXT. DECK: O I. (I) 2"x P.T. BD. TO MATCHDEPTH OF JOISTS NEW FOUNDATION WALL 50 G.F.M. EXHAUST El FAN w/ DAMPER 2. SECURED w/(2) 5/8" (P x 5" LONG H.D. GAL. LAO 3. INSTALL H.D. 6ALV. JOIS'� HANGERS BY 'S1MP50N' (OR ® MIN. (2) 2"x4" STRUCTURAL $O G.F.M.GHT GOMBP EXHAUST BOLTS ® 16" O.G. FL FAN d LI EQUAL) P05T FOR 4" WALLS w/ DAMPER 4. PROVIDE FLASHING TUCKED UNDERNEATH SIDING b (MIN. (2) 2"xb" STRUCTURAL BENT OVER TOP EDGE OF LEDGER BD. POST FOR b WALLS), U.O.N. 5. SEE NOTED DETAIL FOR WOOD STAIRS ® GRADE: O3 4" THK. P. GONG. PAD 5" WIDE x REOV LENGTH UPON b" GRAVEL UNDER 2"x12" P.T. STAIR 5TRINOER5 MAX. 16" O.G.,U.O.N. (MIN. 3 5TRIN6ER5) FLOOR PLAN NOTES p0 ` Op O 1. DOOR ALLO� LLJ INTERIOR DOORS WHEN GALLED Ix Q d 2.INSTALL PLANST ON TALL NEWEXTERIOR DOORS WHEN CAL)LED F- 3 26-0" OUT ON PLANS BY 'THERMATRU' (OR EQUAL). V 3.DOOR TYPE TO SELECT W 26-O 4.INSTALL AS PER MANU 5PEC.'s V 4 FRONT ENTRY DOOR I EGRES5 NOTE: U J I. FRONT DOOR MIN. 32" CLEAR OPENING WHEN DOOR � IS OPEN q0° R 2.PROVIDE (2) 2"x8" HD .,U.O.N. Q M cV i 3.JACK AND KING STUDS AS PER PACE A-200 (2) 2"x10" P.T. 61RDE g T C (2) 2"x1o" P.T. GIRDER NEW 1 �` DN. (3) 2"x4" P05T F IRNINPOPq NOTE: ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES CASEMENT,DOUBLEHUN6, 0 •�j ? dJ U ►� _ I OR GLIDING (AS NOTED); INSTALL AS PER MANU. I w 3 x?p u- X ?p LIAO - - _ _ = SPEC.'S. FOR SUBSTITUTIONS, SEE NOTE #q IN `fl I 0--1- $ Q� a (3) 2"x12" F.'r. HEADER +b "6LA55 WINDOW5 AND DOORS" ON PACE A-100 pa Q 1t - E " 2.IF CASEMENT WINDOWS - ALL GSMNT WNDWS HINC .D SE PqHEN SIMPSON .t O NEW a NEW d� 3.IFDOUBLEHUNALL HAVE G ALLTDBLMHUN WNDWS TO BE POST 1 2 nl ANCHOR A d `N N zp MU ,y�hb GL. TILT WASH A I ® ROOM 4.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. 6L. LINE OF ADDITION ABOVE; ADD BLOCKING BELOW WALL r E&RE55 NOTE: FRAMING; INSULATE R-30 AND (2) 2"x10" HEADER z. IN COMPLIANCE WITH NEW YORK STATE BUILDING g AIR SEAL AREA BELOW N 2 3 a O2 3 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF to r ADDITION. PROVIDE �" GDX a EGRESS SHALL BE FOLLOWED: PLYWOOD TO BOTTOM OF JOIST m NET CLEAR OPENING........... 5.'7 S.F. TO CL05E ADDITION; SEAL ALL B I 3 `t NET CLEAR HEIGHT............... 24" MINIMUM EDGES OF PLYWOOD ? ? NET CLEAR WIDTH................. 20" MINIMUM y�upp v ��Upp V EXIST. X NEW DINING X 2 3 D WINDOW/ DOOR FRAMING: GRAWL5PACE `fl ROOM O SEE PAGE A-300 FOR FRAMING ® ® ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. NEW HEADERS TO BE (2) 2"x8" U.O.N. N LINE OF EXIST. R. o STAIR $ RAILING NOTE: DROP IN FLOOR. „ O4 „ RAISE AREA TO ALIGN �) 2x4 POST TO I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4 RI a FOUNDATION WALL MODIFIED O O _ d MIN. q" Tr - RISERS SHALL BE CLOSED WITH CENTER OF KITCHEN 2. 42" HIGH GUARDRAIL E SPINDLE SPACING a m HOUSE 4 NOT TO ALLOW PASSAGE OF A 4" 0 SPHERE; EXIST. .'15"==Z LSI i� - - N 36" HIGH HANDRAIL SPINDLE SPACING NOT HATCH (3)2"x4" POST TO ? (3) 2"x4" P05T TO TO ALLOW PA55A&E OF A 4" 4) SPHERE 1 FOUNDATION WALL SY4 8y4 FOUNDATION WAL 3. 6RIPPABLE RAIL AS PER CODE l!eV!XNl. 7 - 4&xba SL R S1 T. u SMOKE DETECTOR / GO DETECTOR NOTES: u -'F DBL• O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT 31� NEW CL. F J p ® SMOKE /CARBON MONOXIDE COMBINATION DETECTOR i> 5 T I w/ 10 YEAR SEALED BATTERY. 2.INSTALL ALL AS PER MANU. 5PEC.'s NEW 4. SMOKE DETECTOR AND CARBON MONOXIDE DETEGTOIR EXIST. O SM/GO FTy6RZ 2gX(o 1 IN COMPLIANCE WITH LOCAL CODE CD ►moi UP m u� RM 2 3 C ' W Q 2 3 I NEW LAUNDRY CLOSET: N BEAM POCKET W/ 14:_0: - 1 3 FINISH 8 O I. NEW WASH / DRY HOOKUP w FLASHING AROUND N I - j PANEL yKALL 2.PROV. NEW DRAIN PAN UNDER EQUIP. - BEAM .,I/ b'_,'II//" O ►� mEXI5OVEN 3.COORDINATE LAUND. ROOM DOOR �1,7tX11.$75�•4�5�. _ )�• .$ 2.o�..GPJ.cAM 7-�2 `Y2 61RDER F O F - - - - -- - - 0 P 4. E HOOK UPS A5 RE PER .. - 5- NEW 3{5"-p STEEL 7 COLUMN UPON NEW �, N U 2' I�:� : 5y�� �, � PROVIDE Z OF EQUIP. Q'S U K O HEADER IS"x18"x121" FOOTING EXIST, dJ 4 DRYER EXHAUST NOTE: (3) 2 I I 3 , 2 xb _ - I. DUCT SHALL TERMINATE To EXTERIOR W NEW T IR - 1 n-� 6P DRP. LAM HEADER ' 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY F g cep J cV 2 1 3 `t _ (3) 1."15"x11.8'!5" 2.0E j- 1- -r I r - - X O _ 5 4 _ OPENINGS _ BEAM POCKET W/ I I N= 2 3 N 8'-3y2" % 4.DUCT SHALL BE EQUIPPED w/`A BACKDRAFT DAMPER 'r EXIST. FLA N6 AROUND +, (2) 1.15"xq.5 13_2"�J 3.DUCT SIZE AS PER MANU. (V ? I I BASEMENT N BEAM 1 H 2.0E GP LAM - (3) 2"x4" OST ;M0" �} (3) 2"x4" POST TO 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN X BACKFILL AREA U I X 6 HEADER NEW FOUNDATION WALL CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO N I \-WITH GLEAN FILL; dJ O j "- -"� w ::: GL. ! . CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 3 COMPACT FILL - ® NEN s SHALL BE LIMITED TO 51N61-E LEN&TH5,NOT TO 2 3 dJ EVERY b" I i - NEW F.F. TO EXCEED 8 FEET AND SHALL BE LISTED AND LABELED FILL IN OPENING 3: 0 1 5 2(lxba BATHROOM m MATCH IN ACCORDANCE WITH UL 2158A. WI H CMU BLOCK f La 2.0E �[' LAM _ _ (2) 1.7,5x11.8"i5 2.0,E 6P LAM _ . = EXISTIN6 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RI61D ® 'R�' ORDER T- II GIRDER 5M/CO 1 3 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS BEAM POCKET W/ BEAM POCKET W/ I J RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST � Q,c, FLA5HIN6 AROUND FLA5HIN6 AROUND DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL .� A -� BEAM --�_- - BEAM NEW 3.5"-p STEEL r in V V NEW SCREWS k,r <�. BEDROOM '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER: q COLUMN UPON NEW EXIST. WATER dJ O sJ ! (2) 2"x1,0" P.T. GIRDER m X - '1 - I IS x18 x12" FOOTING HEATER N - • LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 ' ® .ry FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0°' NEW 5.5"4) 'STEEL � I U z `' :I MODIFIED BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES COLUMN UPON NEW �I ry p '� LIVING ROOM NOT INCLUDE THE TRANSITION DUCT. 7 �� IS"AWA2" FOOTINGLu X ® ?I w ® O NEW 3' GUARDED FLOOR DRAIN w/ 5" TRAP; U NEW W 77 CONNECT OOR DO IXISTING DRAIN SY GRAWLSPAGE X ® t2 i NEW FURNACE I 3 NEW WALK-IN STEM . 0-I H OL05ET PROJECT: (3)Vx4" P05T TO (3) 2"x4" PO TO m (3) 2"x4" P05T TO Og A/C NOTE: FI FOUNDATION WALL 2¢x6Q b FOUNDATION L r FOUNDATION WALL I. NEW 3 TON GONDENSOR UNIT PLACED I = T OUTSIDE OF HOME ARY dJ 2 3 6 6 2.INSTALL CONDENSOR ON GONG. PAD - - - - - - - - - 2 3 (2) 1.15"xlb" 2.0E CP UPSET LAM HEADER = - - - - - - LINE OF EXIST. 2" RENOVATION s VENT DROP IN FLOOR. RAISE AREA TO ALIGN q'4. WITH CENTER OF HOUSE 14'-0" I 14'-O' q-OY2" 16-jY2 PECONIC BAY BLVD. Q m Q LAUREL, N.Y. 11948 < A A = EXIST. n; N GRAWLSPAGE m O DIFIED w 5�ROOM DRAWING TITLE: 2 3 M in j .. 2 3 FOUNDATION PLAN FIRST FLOOR PLAN 34:: A 5'-534" 5_534: Op 26'-O" 4 PAGE: 40'-0" I J� `I PLAN N I Q EXIST. SOU I�l�l'�T I O I`� �1..1"l I�t STOOP A-400 5GALE: 1/4" = P-O" O Q � Q DATE: 06/14/18 6 OF 10 FIRST FLOOR FLAN 50ALE: 1/4" = 1'-0" O ENERAL= 5`i'M50L <E"*r : :,t _ EXISTING TO BE DEMOLISHEDHARD WIRED SMOKE DETECTOR 5M W BATTERY BACK-UP EXISTING TO REMAIN CARBON MONOXIDE EXIST. G.J. NEW WOOD FRAME (L.O. GO DETECTOR STL. WHEN APPLICABLE) EX15T•RR• EXIST. R.R• NEW PARTIAL FfEIGHT Q HARD WIRED SMOKE AND CARBON SM/CO MONOXIDE DETECTOR COMBO WOOD FRAME (L.O. STL. w/ BATTERY BACK-UP WHEN APPLICABLE) 1 NEW FOUNDATION WALL ® 50 G.F.M. EXHAUST FAN w/ DAMPER LAYOVER EXIST. ROOF 50 C.F.M. EXHAU5T MIN. (2) 2"x4" STRUCTURAL FL FAN B LIGHT COMBP 4 ® P05T FOR 4" WALL5 w/ DAMPER EXIST. (MIN. (2) 2"x6" STRUCTURAL SXIgT.RR BEDROOM XIST. FX�sr 12 POST FOR 6" WALL5), U.O.N. HALLWAY EXIST. F.J. R•R, —�3 NEW G.J. PER PLAN EXIST. F.J. 2 C. PEP PER PLAN NEW HEADER NEW HEADER NEW HEADER PER PLAN PER PLAN PER PLAN G.J. PER PLAN J EXIST. RAFTER TAILS TO �P BE GUT d REMOVED Aly FOR NEW ROOF d MUD ROOM ADDITION 3 =ry W NEW FINISH FLOOR TO NEW FINISH FLOOR To ALIGN WITH CENTER NEW LANDING ALIGN WITH CENTER r V FLOOR OF HOME 4 STEPS FLOOR OF HOME LJJ MODIFIED 7$5 MODIFIED NEW DINING NEW MUD F_ U SUNROOM --700 LIVING ROOM ROOM ROOM NEW 2"x8" _ J EXIST. STOOP EXIST. F.J. EXIST. F.J. — EXIST. F.J. P.T. D: Q J EXIST. F.J. NEW 4"x3" ALUM. Q NEW CUTTER TO I I DOWNSPOUT (TYP) Q MATCH EXISTING NEW LVL HEADER 3 I NEW LVL HEADER a (TYP) STEEL COLUMN STEEL COLUMN y . �P m EXISTING ADD BLOCKINL BELOW WALL FRAMING; I ��� EXISTING INSULATE R-30 AND AIR SEAL AREA GRAWLSPAGE GRA14L5PACE BELOW ADDITION. PROVIDE �" COX ` ,.. PLYWOOD TO BOTTOM OF JOIST TO I I CLOSE ADDITION;SEAL ALL ED6E5 OF EXISTING PLYWOOD. I I BASEMENT SECTION A/A SCALE: 1/4" = P-O" i 5EOTION NOTES ® i to z I O I7 NOTE: .EPq ALL EINCX 5TIN6 SIDING TO BE REMOVED 2.INSTALL NEW HARDIE PLANK LAP SIDING;OWNER SELECTION UPON 5.1/2"OWENS CORINIINO""(OR EQUAL)' LAR" BY OVER 4."TYVEK" HOUSE WRAP(OR EQUAL) 5. INSTALL ALL AS PER MANU. SPEC.'s NEW RIDGE PER PLAN 6.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION PROVIDE RI61D ORp.N 2 '1. SIDING SHALL EXTEND TO BOTTOM OF FOAM ® CATH. AREA TO 12 AFL PI' FOUNDATION GIRDERS(ON OPEN FOUNDATIONS) ACHIEVE R-49(TYP)EX15T. NEV4 Q.T. PER PLAN 3 S�NEy1 R' HALLWAY EXIST. �� O NEW ROOFING NOTE: I. ALL EXISTING ROOFING TO REMAIN EXIST. ON. ✓ 2.INSTALL NEW ROOFING TO MATCH EXISTING NEW 4":K3" ALUM. Com-• ( EXIST. 4 3.INSTALL ICE AND WATER SHIELD FROM FASCIA DOWNSPOUT (TYP) GL. UP TO 24" FROM INSIDE FACE OF STUD WALL ° QAND AT VALLEYS 4.INSTALL 15# BUILDING FELT NEW OL CUTTER TO J [Q � � 5.GAP SHINGLE OVER RIDGE d HIPS (AS REQ'D) MATCH EXISTING Q - — — _. _ _ _ n - 6.PROVIDE RIDGE VENT(A5 REQb) (TYP) 3 O 1 7. FLASH ALL VALLEYS S.INSTALL DRIP EDGE AS REOV o N O I 3 X Q. INSTALL ALL AS PER MANU. SPEC. N 's Z Lu O w I v O TYPICAL EXTERIOR WALL CONSTRUCTION: � -- EXIST. I Q • BATHROOM x acXY _ _ — _ _ x NE�y : UPON I" RIGID INSULATION v NEW 51DINO UPON "TYVEK" HOUSE WRAP (OR EQUAL 7" BEDROOM 5 UPON 1/2 COX PLYWD. 5HEATHIN6 (BLOCKING m ALL PLYP iii • 2"xb"STUDSM®)16" O.G. w/DBL. TOP PLATE a MODIFIED • MIN. R-20 FIBERCLA55 INSUL. w. V.B.,U.O.N. IY ' G 05ET ` iv • 5/8" GYPSUM SD. WALL FINISH TYPICAL ROOF a CEILING CONSTRUCTION: AA NEW NEW ROOFIN5 A5 NOTED ,ry:fl i 4 1/2" COX PLYWD 5HEATHIN6 (BLOCKING ® ALL 1 GRAWLSPAGE PLYWD SEAMS) . + ® \ • R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDLING ® CENTER OF F,. ' I SPAN, U.O.N) `CJ /, I I 1 SECTION E3/A-500uori F R-490 FIBER GLASS INSUL. w/V.B. \ I �` 2"x10" RIDGE 1 EXIST. EXIST. j BEDROOM I SCALE: 1/4" I'-O" O TYPICAL LOOTSTRUGtION:BEDROOM FINISH FLooRN6TO5ELE y 2. 3/4" T4 COX PLYWD. SUBFLOOR GLUED E L SCREWED O� 1 I 3. F.J. A5 NOTED ON PLANS - AT SPANS OVER 5' a I I I INSTALL 'X' BRACE ® MIDSPAN OF IN _ V 4. R-30 BATT INSUL. MIN. 3 ® - - - ' - - - PROJECT: EXIST. EXIST. DRAWERS DRAWERS L EA RY RENOVATION o ! � ` 820 PECONIC BAY BLVD. LAUREL, N.Y. 11948 NEW GUTTER TOIL x Q MATCH EXISTING �Q NEW 4"x3" ALUM. (TYP) IL DOWN°iPOUT (TYP) q o I DRAWING TITLE: X SECOND FLOOR/ROOF FRAMING tu BUILDING SECTIONS I PAGE: A-500 Q SECOND FLOOR PLAWROOF FRAM I NO PLAN DATE: 06/14/18 7 OF 10 SCALE: 1/4" = 1'-0" EXIST. RIDGE HEIGHT ELEV. +20.5' ------- ELEVATION NO HATCHED AREA INDICATES NEW WORK NEW ROOFING - SEE NOTE ® W NEW ADDITION_ RIDGE HEIGHT SECTION ELEV. +13.11' NEW ROOFING - SEE NOTE ® SECTION W 4 5T. SECOND FLOOR -_-_ U -j ELEX1EV. +10A' O O O ❑DF■ O NEW SIDING - SEE aNOTE m SECTION :. � o NEE SIDING .D - SEE NOTE a SECTION EXI5T. SECOND FLOOR _ _ _ _ ELEV. +2.0' ------- NORTH ELEVATION (FRONT) NE57 ELEVATION (RICHT SCE) SCALE: 1/4" = 1'-0" SCALE: 1/4" z w O U Q R NEW ROOFINO - SEE NOTE ® II SECTION ' NEW ROOFING - C NEW ROOFING - �j NEW ROOFING - NEW DRYER VENT SEE NOTE ® ,- J' 5EE NOTE ® VSECTION SECTION 12 SEE NOTE r, SECTION 12 -'700 PROJECT: LEARY RENOVATION - NEW I SIDING - SEE NOTE NEW SIDIN61 I ® SECTION - SEE NOTE{ ° o ® SECTION I - 820 PECONIC BAY BLVD. LAUREL, N.Y. 11948 DRAWING TITLE: ELEVATIONS EAST ELEVATION (LEFT SCE)1 E) SOUTH ELEVAT 1 ON (REAR) SCALE: 1/4" = I'-O" SCALE: 1/4" = P-O" PAGE: A-600 DATE: 06/14/18 8 OF 10 a STANDARD5 FOR GRIPPABLE HAND RAIL 5GALEt NT5 NEW 2X6 NEW R-30 BATT SILL PLATE HANDRAIL GRoss SECTION CLEARANCE CIRCULAR NON-CIRCULAR INSULATION BETWEEN CAVITIES W 2"XS" P.T. RIM JOIST PERI- 21'a" NEW (2) 2"xb" P.T. SILL PLATES MSN• VW-2° METER MAX. PON SILL SEAL UPON COPPER TERMITE SHIELD f NEW 5/8" -P HOOKED NEW F.J. A5 °.� ANCHOR BOLTS ® 39" O.G. Y PER PLAN z w/ 3" 5GUARE WA5HER 4 X to e•d4 ENDNUT NOTE: VY MIN. SPACE BETWEEN 6RADE ALL DECKING SHALL BE FASTENED NEW DECK WALL AND HANDRAIL / w/ COATED DECKING 5CREW5 BY 5/4"x REG'D BOARDS AS IIS . "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER #5 VERTICAL II p OTED ON P.T. DECK JOISTS AS SECURE HANDRAIL TO WALL ON AT REBAR 60" O.G. II ' LEAST ONE SIDE OF STAIR IN •• nI 5/4"xb" P.T. LANS NOTED ON PLANS (4) #5 HRR. CONT. " " DECK BOARDS ACCORDANCE w/MANU. SPEC.'S; REBAR TOP AND4 THK. x 8 WIDE x o . . 2 AND d� THANNOT 42 INTO 5TAIINRWAY;RE m )I . BOTTOM OF WALL WIDTH LONG. PAD !"�!Ne(7Yr m •II_' , SEE HANDRAIL GRIP SIZES ADJACENT NEW 2"' POURED GONG. II ` A_ O- - - -------- 1 H SLAB aI d - _ LLI 2"xb" P.T. BLOCK IN BETWEEN EA. EXISTING STAIR m 4 II• 2"x BLOCKING ® EA. SIZE \ SING • STRINGER. FASTENED TO P. GONG. �`(lo•MIN TRINGER TO MATCH 5 " ROUNDED NO PAD w/ 19/64" x 3-1/2" CONCRETE II OF P.T. DECK JOISTS NEW LANDING H/Y4 RADIUS = _J (NOT INCLUDED IN Q J I I I I `• ••G�-��p' `•+ _ SCREWS BY "GALIBURN" (OR EQUAL) �• MIN. (3) SCREWS PER BLOCK �,-, q„ v TREAD DIMENSION) FASTEN STRINGER b ML. POLY s-' -�--=-+�, e�ry MI Q MOISTURE RETARDER'— I I . . •.r • ' A. TO BLOCKING (MIN. 4 6 4" GRADE GRAVEL BASE FASTENERS) 'i PROV. CLEAN - I -tea rp^!N� GRADEE1 11 I FIRST FIN15HED FLOOR 9 COMPACT FILL I �M 2'x12 P.T. STRIN6ER5 Ib" O.G. (MIN. 3 PITCHED METAL JOIST HANGER STRINGERS ® EA. STAIRWAY) BY 'SIMPSON' OR EQUAL ^ � NEYi ORANLSFACE 17ETA I L 17EGK STAIR DETAIL � NOOD STAIR DETAIL 4 --tOo SCALE: 5/4" = 1'-0" -�00 SCALE: 3/4" = 1'—O" SCALE: I/�" = I'—O" 51MP50N H2.5A RAFTER NEW ROOF TIE (OR EQUAL) 5/4"xb" P.T. DECK BOARDS NEW 2"x8" P.T. 51MP5ON' H2.5A OOF RAFTER FLOOR SYSTEM RAFTER TIEA5 NOTED NEW STL. GAP PL WELDED TO COL.;SEE GAP PL. DETAILS NEW WOOD BEAM AS (2) 1/2"0 HOT DIPPED &ALV. BOLTS ® NOTED ON PLAN P.T. F.J. AS _ A. P05T w/ OVERSIZED WA5HERS 6 PER PLAN ivz END NUT PREBORED INTO BEAM, POST, NEW 2"X6" P.T. f DECK TIE t RIM BOARD A55FHOELY EILIN6 J015T NEW 3-I/2" O.D. SCH. 40 HOT NEW FASCIA DIP C-Ai.V. 5TL. COL. (ASTM Z = T. BEAM AS NOTED BOA AI23) AS PER FOUND. PLAN N f SOLID BLOCK OTE 12" O.G. BY 5!!'5 STEEL (OR EQUAL) (2) SIMP50N DJT14Z NEW (2) 2"x12" DECK J0157 TIE ® EA. (U 1/2"m H.D. 6ALV. THRU BOLT w/ BASE PLATE 'A' WELDED NEW 4' POURED GONG. POST OVERSIZED WASHER d END NUT P.T. BEAM TO COL.; SEE BASE PL. SLAB PREBORED INTO P05T 4 DECK DETAILS FOR BOLTING "SIMPSON" ADA44 J015T TIE ® COLUMN BASE NEW "SIMPSON" PCb4 4"x4" P.T. POST (FOR 3 PLY BM) NEW "SIMPSON" LU52b H- "SIMPSON" BC52-2/4 GALVANIZED J015T HANGER Z ir II &RADE (FOR 2 PLY BM) W ° II . 4" GRAVEL BASE _ 0 12"0 'SONOTUBE' FILLED p cIl ° SOLID w/ P. GONG. 15"XI211 DEEP P. CONO. ° z &RADE BEAM LUSH v41 Q n PERIMETER &RADE BEAM 0 COMPACTED FILL EXIST. FILL :. �i �k > a c W p o �" 6"x6" P.T. . tl . P05T 2 NEV4 1::)E:0< POST DETAIL '�'-b,a� 70o SCALE: 3/4" I' o" -� 1�ll�l STL GOLUM>�l DETAIL L `4' NEN "5IMP5ON° - G ABAbb POST ] , BA5E NEW P.T. DECKING I ! NEW P.T. F.J. PROJECT: LEARY EXTERIOR 5HEATHIN6 AS PER SECTION NOTES 51DIN6 MATERIAL A5 RENOVATION ——— n .00 (4)D/D'H.P.O.LAS DOLTS,(PRIMMLLM) PER SECTION NOTES ---- ---- BUILDING PAPER b HOUSE WRAP TO FULLY OVERLAP FLA5HIN& NEW P.T. (2) 2X12 ;-0 DRAINAGE „ GIRDER oo Bo• ---- - - -- -- ---- 20 PECONIC BAY BLVD. CAP FOR T /e•THK.PL. yon B/B•THK HD. 5/4 xb P.T. DECKING 11 125111BALD^ LAUREL, N.Y. 11948 40 HOT GAP PLATE 'A' "Z" FLASHING 5EGTION/DE AILo o S) DIP OALV.BTL.COL. e In'OD.BCH. (ASTM AIZS)AS,PER MR CONHWTION Or S,TL.COL.TO(2)"/4"WIDG F0 RG H i=O ST/R0 0 17 T I L PLAN WELDED TO PL. LVL LUP B9t OR(2)4•MUDS DIMENS,IONAL LUMBER THK. DRAWING TITLE: a•xa•xaia• ��y it.eA3e M. aDo _ FLASHING 0� o (4)1/2' ED•HOOKANCHOR (a)D/a•Has.LAB DETAILS DRIP EDGE P.T. DECK JOI5T --T00 5GALE: 5/4" = P—O" FOLT9 EMB>�INTO ---- _ I D) COUNTER AS PER PLAN Poanrls MIN.4'.✓ r SET� ` (1) P.T. 2"x TO MATCH DEPTH OF W ANo END Nur BEnIP INTER5ECTIN6 JOISTS FASTENED W/(2) FLASHING �' ------ - -/ - - ----BASE PLATE 'A' - 5/8" m x 5" LONG HEAVY DUTY GAL. LAO BOLTS ® 16"O.G. INTO MUD SILL d METAL 6ALV. JOIST HANGER ---- - ----- RIM BD.;NHEN ® FOUND. WALL FASTEN BY 'SIMPSON' (OR EQUAL) s/a•Trnc.PL. N1(2) 5/5"(P x 5" LONG APPROVED EA. J015T 4" sro•THK.HD. 150 sALv.PL. MASONRY ANCHORS ® 16" O.G. GAP PLATE V PAGE: "Z" FLASHING POR GONMGTION OF BTL.COL.TO(B)I-0/4'WIDE EXIST. FOUND. LI&U IONN LUMBER HI)t O WIDE PSL WALL LVL LUMBER OR )2'WIDE OR 4 2'x WIDE 8 STEEL COLUMN PLATE DETAILS A-700 UEGX LEr7C ER TO HOUSE r7E7A I L --too SCALE: I—I/2" = I'—O" DATE: 06/14/18 9 OF 10 IL O O Q /�4" FRESH AIR VENT J I L THROUGH ROOF Q i I I 1 W I I -_--i EXISTING FULL BATH U W O I I EXISTING ALL PLUMBING WORK I pr FULL BATH NOTE: _ J j PROVIDE "ABE500 FP200 FR p SHALL CONFORM TO U J I I EXPANDING FOAM" (OR EQUAL) LOCAL PLUMBING CODE I AT ALL PENETRATIONS IN FIRE tLQ I RATED WALL5 AND 9 I FLOORS/CEILINGS. PRODUCT 0 I CONFORMS TO ASTM E 814, 0EG ND I -Ng ASTM E 54, AND UL 14"19 -----� HOT WATER G.O. SUPPLY �.._.._..—� GS PLD NATER FULL BATH HALF BATH _ _ ---- NEW LAUNDRY NOTE, T- G 05ET ALL PLUMBING WORK I SHALL CONFORM TO FULL BATH HALF BATH KITCHEN NEW LAUNDRY LOCAL PLUMBING CODE I KITCHEN CLOSET PROVIDE "ABE500 FF17200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE O I 2 1 1 211 21. 1 1 2 u I 1 1 I I :2111 I 5" FLOOR I I 1 I 3" DRAIN w/3° ASEREQ�DT O RATED WALLS AND ~ 1211 1 1211 1 I 1 I O FLOORS/CEILINGS. PRODUCT I I TRAP EXIST. F.A.I. TO CONFORMS TO ASTM E 514, I I REMAIN (V E) p� p� Q4p� A5TM E .54,AND UL 1479 11 1 I 211 r:211 2ABOVE DFE) I I p�11 ISHOWER 2 1 31 Iv xI �I Iv - 31vITUB I i DW WASHER 13 � O I3 O 1 * I � G.O. �- 2 2 51, 3.. G.O. 10 =; I= nl 1=ry SHOWER I� IN TUB �; I� ry: I� I G.O. - - - - �I I I DW WASHER I n --------- --- ---------------- -----=- - -- ------------� : 4" .._.._.._.._.._.. .----..A.._.._.._.._.._.._ _.. _.. 4" HOUSE CONNECT TO I MAIN DRAIN SUPPLY SYSTEM I 411 w HOUSE TRAP Z Q u I G.O. Q j � I I 411 TO 5EWER 5Y5TEM TO STREET [WATER MAIN PLUM�31 NC RISER — DRAIN / NASTE / VENT Z W SCALE: NTS o PLUMB I NC RISER — SUPPLY O 50ALE: NT5 w k a Q o r r �D ARC w ALL 3 O `M pO,�S p FUEL GAS WORK .r 0 SHALL CONFORM 2 LL TO LOCAL p z FUEL GIAS CODE Lu PIPING PENETRATIONS: '9 I. PROVIDE "ABE500 FF200 FR _ OF T\i ti13 EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO A5TM E PROJECT: KITCHEN NEW LAUNDRY 514, A5TM E 54, AND UL 1479 CLOSET L EA RY RENOVATION RANGE 820 PECONIC BAY BLVD. m DRYER "= LAUREL, N.Y. 11948 0 DRAWING TITLE: GAS 5UPPLYREGULATOR PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM z TO GA5 MAIN m N PAGE: NEW FURNACE m w A-800 DATE: 06/14/18 10 OF 10 OAS R15ER — SUPPLY M 5GALE: NT5