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HomeMy WebLinkAbout43902-Z �o�Oc,�EFO[ Town of Southold 1/7/2020 o - P.O.Box 1179 y 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40981 Date: 1/7/2020 THIS CERTIFIES that the building ALTERATION Location of Property: 1405 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-4-30.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/14/2019 pursuant to which Building Permit No. 43902 dated 6/25/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Portillo,Anthony of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43902 12-09-2019 PLUMBERS CERTIFICATION DATED 12-12-2019 Jo e h Tuom Aut o 'ze Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT C3 s TOWN CLERK'S OFFICE SOUTHOLD, NY y O`' 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#: 43902 Date: 6/25/2019 Permission is hereby granted to: Neagle, Alexandra 17025 Suncrest Rd Nine Mile Falls, WA 99026 To: construct alterations to existing single-family dwelling as applied for. At premises located at: 1405 Wunneweta Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.4-30.3 Pursuant to application dated 6/14/2019 and approved by the Building Inspector. To expire on 12/24/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $290.80 CO -ALTERATION TO DWELLING $50.00 Total: $340.80 iJA Buil ns ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1502 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: C (check one) Location of Property: I No S W OAA e t/e4-'k Z-k House No. Street Hamlet Owner or Owners of Property: A t\ xo t, Suffolk County Tax Map No 1000, Section " Block Lot 30, Z Subdivision Filed-Map. Lot: Permit No. ✓ l D� Date of Permit. Applicant:A0 A roki4<c. u} ,-e— Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 15D _ /2: �r App icant Signature pE SOUIy®� Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q sean.devlin(D-town.southold.ny.us Southold,NY 11971-0959 a® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Anthony Portillo Address. 1405 Wunneweta Rd city Cutchogue st: NY zip: 11935 Building Permit# 43902 Section 1 1 1 Block: 4 Lot 30.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA Scharadin Electric License No: 3540-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 43 Ceiling Fixtures 9 HID Fixtures Service 3 ph Hot Water GFCI Recpt 9 Wall Fixtures 14 Smoke Detectors 3 Main Panel 200A A/C Condenser Single Recpt Recessed Fixtures 25 CO Detectors Sub Panel A/C Blower Range Recpt Bath Exhaust Fan 3 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 42 Twist Lock Exit Fixtures 11 Combo SD/CO 2 Other Equipment- Electric Heater, Fridge, DW, Micro, Hood, W/D, 2- Mini Splits, 40 Circuit Panel Notes. Inspector Signature: Date: December 9, 2019 S.Devlin-Cert Electrical Compliance Form.xls t Town Hall Annex Telephone(631)765-1802 54375 Main Road ' Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q' - BUILDING DEPARTMENT JAN 6 2020 TOWN OF SOUTHOLD CERTIFICATIO-N Date: I '�. , I 1 C( Building Permit No. 3 9 w, - r Owner: lease print) Plumber:. o S �- -,.a 01-1\9 j m 1v, e-c.A i`re S 3 61`i P (Please print) D I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signatur Sworn to before me this 2 day of 20�� OJOHN P LICCIARDO Notary Public,-�� �oIIC_ County, NOTARY PUBLIC-STAYS OF NEW YORK _ No. O1 L1625901-8 Qualified in Suffolk County My Commission Expires April 02, 29t Liaq4E SOUK, �o� olo TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 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: ell DATE GI INSPECTOR 70 �aOE 50UTyO # TOWN OF SOUTHOLD BUILDING -DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST ( ] ROUGH PLBG. = [ ] FOUNDATION 2ND [ ] ULATION/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: VA �o 4 �C DATE 5 INSPECTOR ' ' 5 FIELD INSPECTION REPORT -DATE COMMENTS FOUNDATION (1ST) ............... 'FOUNDATION (2ND.) (� o ROUGH FRAMING& PLUMBING cz y ' a ' 1 INSULATION PER N.Y-. y STATE ENERGY CODE r FINAL ADDITIONAL COMMENTS My :�& - ja `S' D o l� c i Z rn z d 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) 765-9502Survey Southoldtownny.gov PERMIT NO. Check ' Septic Form :t N.Y.S.D.E.C. Trustees -C.O.Application Flood Permit Examined 20t - Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved JR 20mitt-- � 'Mail to:A'yn AJ es+u rs Disapproved a/c cll �M6011 Rk - Phone: Expiration _r Building-Inspector JUN 1 4 2019 APPLICATION FOR BUILDING PERMIT Date �� — I3 20, T0,�A!N OFSOUTrsV 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 applicationmay not be'do'inmenced 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. 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. AAF ' (Signature of applicant or name,if a corporation) JV106 1.(/LAV\ ?, u C Lt-. (Mailing address of applicant) State whether ap licant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder U-Pf,� Name of owner of premises AANhd A !fa c G (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: I"d �UVI/1PW2�°� FkrJ_ C ;,:)+ House Number Street t - Hamlet County Tax Map No. 1000' Section 'Block., ::� ` Lot I 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 0 b. Intended use and occupanca 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number'of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 30a�, Rear 3 V.'�- Depth 6S Height I L\.31 Number of Stories '2, Dimensions of same structure with alterations or additions: Front 30, �> � ' ` " Rear -76 , Z. Depth 6--� , Height I ti 3 Number of Stories ` ` 2- 8. 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth C) 10. Date of Purchase /L(N Name of Former Owner_A(-Z-X 17 d'rcl A �� l-� 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning.law, ordinance or regulation?YES NO_ 13. Will lot be re-graded?YES NO-�C`Will excess fill be removed from premises?YES NO—>C-1 14.Names of Owner of remises 4ill Address/yap(,(wrl/lew2 e o hone No. ] 6 -'�!�/'®!�� Name of Architect fttl v Nll_�0 c4'ill I o Address/!ZyD0!n1A4A PA"Whone No a Name of Contractor Address Phone No. ' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO_ * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NOZ —10 * IF YES,PROVIDE A COPY. " STATE OF NEW YORK) SS: COUNTY OF_� Y`tl c3("1 i 1 f being duly sworn,deposes and says that(s)he is the applicant (Name of indi idual signing contract)above named, (S)He is the (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. Sworli to before me this —day of 20 i!l �. .� Lori T McBride A PUBLIC,STATE Notary Public s Registration No.OIM7 Signature of Applicant Qualified in Suffolk= Commission Expires December 11.2021 Scott A. Russell , ,� °SUF �� ST0]KMWA\T]E R. SUPERVISOR � MAANAG]EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 u' 53095 Main Road-SOUTHOLD,NEW YORK 11971 ® Town of'Southold CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) — — DOES TI7EIIS ]PROD EC7F INVOLVE ANY OF THE (FOLLOWING: T_ Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑JD B. Excavation or filling involving more than 200 cubic yards of material 1 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 I erosion hazard area. ' I E ❑® E. Site preparation within the one-hundred-year f loodplain as depicted } on FIRM Map of any watercourse. j i ❑® F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management 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. i I S'C'T'{MII' # 1000 Date DLstnctAPPLICANT• (Property Owner,Design Professional,Agent,Contractor,Other) NAME V ( ' ) mann !I Section Block Lot i I jj *�**FOR BUILDING DEPARTMENT USE ONLY**** jContact Information 'CJ — ���+D16� �1 Rckpho Numherl -- — — — — — — — — — — — — — — — — j Reviewed By: Date_ Property Address / Location of Construction Work: i — — — — — — — — — — — — — — — I �Q 5' IJ L)n n.eWe� n { 1:1 Approved for processing Building Permit.- - Stormwater Management Control Plan Not Required. � � I Stormwater Management Control Plan is Required. ® (Forward to Engineering Department for Review.) I FORM # SMCP-TOS MAY 2014 1�� q--'4 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 51 Town Hall Annex - 54375 Main Road - PO Box 1179 + Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richert(cDtown.sou thold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: /z 4L4i Company Name: &cz C D Name: a'FP 9c.1 4 rL4rJi ,✓ License No.: _ 35 q0-cc email: �J1,>LS2�Qa.� - gd��sya,Z e �i - Address: e. G Q ��- Phone No.: C 3 1 '_J_5 z " /1 '1 JOB SITE INFORMATION: (All Information Required) Name: A u & � ��� �-�o Address: 1 f4 "� c�l�v Cross Street: _VA^,,.5-T eL.J Phone No.: 5-16- , I D 60 • BIdg.Permit#: email: Tax Map District: 1000 Section: Block: Lf Lot: 3 BRIEF DESCRIPTION OF WORK(Please Print Clearly) rcAITsGa (14�7 tioVA II &A/ Circle All That Apply: Is job ready for inspection?: PYENO Rough In Final Do you need a Temp Certificate?: &NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground -Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION jug) — IL GU Jsd . rp 82-Request for Inspection FormAs Town Hall Annex4 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 coo Ze Southold, NY 11971-0959 -ur- �0-4 BUILDING DEPARTMENT NOTICE_ ___ OF-UTILIZATION OF--TRUSS TYPE=CONSTRUCTION. PRE�ENGIN_ E_ERED; - WOOD CONSTRUCTION-AND/09 TIMBER CONSTRUCTION Dater, Owner: 0 - - - Location of Property:.._/. D,�;_, (\4e�,, !�t_ gd� ( iv cyl d,�i 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 constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction(PW) Timber construction (TC) in the following location(s) (check applicable line); Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form)::_ &Jk9A4_-_.-R04- _ Capacity(check applicable line): Owner Owner representative - TrussRegl5.docx Effective 1/1/2015 .HJ ,+.t, %'Iv� Sj'i.4• •.''• .. }n�...n..:....;1:9,::=J�•f.:.:kA , •�''J�b. ••'!`i ,r� � ras 4 Ls�f� "`IRRR4thf. l,l�i;',,'•tC'., Ct•;!•i+MNthMmJQjrm7ltr•ttl•t't!+ ,r`,,...�•;' � ry}; '����' ,' 1'y r', •, th:i[.tlS FUpmQit ink+yl tf,si It: 4eel Dell not be Ct1 idia.US •,�1��y.:'t7 rr "5:;' to tt.t a volld true 9M. wy��V�.;41,i5}`„r'y;ri :.p'' 1, •" - pumMantf Indlamd homon flit.4 r•)i, '•!���s•�.�'��S,yaa� V T' � )'1,•�I� 't,,n• n. 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X. , ,• ;,;�,:�'„� �!VIA f:• t -. ; ..._;......_.....�_..__J_...ASS":C511J F'7: ' . ,.,�.ri Si '' '(.+LK COUNTY CLL i ;t,- _ _ _ �' �'�• 't j�t'ffi„;':.eta.,.. .. .. .. `�����' •� r `•:3,ty' , tJ �sf t+1tJl,l111lf'li fi�.1`ilCror , •:,•� 10, 1 FLOOR PLAN NOTES FLOOR PLAN NOTES FLOOR PLAN NOTES DOOR NOTE: WINDOW/DOOR FRAMING: C� ,{ <E)"00' : / SEE PAGE A-OUN FOR FRAMING EXIST. INO M ROOM: v I 1 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O O ELEMENTS AROUND DOORS AND I. EXISTING MECH. EQUIP. TO REMAIN OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). WINDOWS (TYP. FOR ALL) U.O.N. 2.DISCONNECT, REROUTE, 4 RECONNECT EQUIPMENT TO 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED M1 PROVIDE MIN. (2) 2xa HEADER U.O.N. EXI5TIN6 PIPING AS REO D OUT ON PLANS BY ANDERSEN' (OR EQUAL). _ 3. DOOR TYPE TO SELECT NEW LAUNDRY ROOM: _ EXISTING TO BE DEMOLISHED 4.INSTALL AS PER MANU 5PEC.'5 O6 I. NEW WASHER /DRYER;HO SELECTION O RESERVED 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'e w/ SIZE OF EQUIP. EXISTING TO REMAIN WOOD STAIR 4 RAILING NOTE: 2 3.PROVIDE HOOK UPS AS REQ'S PER I. ALL NEW STAIRS SHALL HAVE MAX. b-1/4" RI 4 MIN. NEW WOOD FRAME (L.G. O MANU. c{" Tr - RISERS SHALL BE CLOSED STL. WHEN APPLICABLE) 2. 36" HIGH GUARDRAIL 6 SPINDLE SPACING NOT TO ALLOW PASSAGE OF A 4" (P SPHERE;36" HIGH DRYER EXHAUST NOTE: HANDRAIL d SPINDLE SPACING NOT TO ALLOW I. DUCT SHALL TERMINATE TO EXTERIOR ELECTRICAL PANEL: PASSAGE OF A 4" (P SPHERE 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 10 EXIST. PANEL TO REMAIN 3. GRIPPABLE RAIL AS PER CODE OPENINGS 4. ASSEMBLE AS PER DETAIL 3/A-400 5.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED W A BACKDRAFT DAMPER O SMOKE DETECTOR / GO DETECTOR NOTES: 5• TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN 3 CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 11 ELECTRICAL METER: R SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED R SINGLE LENGTHS, NOT TO ELECTRICAL METER TO REMAIN W/ 10 YEAR BATTERY LIFE. 2.INSTALL ALL AS PER MANU. SPEG.'s EXCEED a FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 215aA. 3. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR b.EXHAUST DUCTS SHALL BE MIN 0.0I6" THK RIGID IN COMPLIANCE WITH LOCAL CODE METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O WINDOW NOTE: DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 4 I. ALL NEW WINDOWS SHALL BE ANDERSEN 400 OR 50REW5 1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 200 SERIES; INSTALL AS PER MANU. SPEC.'S. LOCATION TO THE WALL OR ROOF TERMINATION. THE WiNt70W CHART FOR SUBSTITUTIONS, SEE NOTE Wq IN "&LASS WINDOWS AND DOORS" ON PAGE A-100 MAX. LENGTH of THE DUCT SHALL BE REDUCED 2.5 ` FEET FOR EACH 45 BEND AND 5 FEET FOR EACH 90 2.IF CASEMENT WINDOWS - ALL 05MNT WNDWS BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES CLEAR 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE QUANTITY MODEL # LLI SHALL HAVE STRAIGHT ARM HINGE NOT INCLUDE THE TRANSITION DUCT. WINDOW ROUcaH Ot=ENlN6; WINDOW DIMENSION OPENING ` TILT WASH GALL-OUT WIDTH REGIV: 20" 4.ALL GLAZING WITHIN 15" OF FF TO BE TEMP. 6L. NEW EXHAUST FAN SHALL BE INSTALLED WHERE WIDTH HEi6HT ° . WIDTH HEIGHT HEIGHT REO'D:24"51 F V EGRESS NOTE: O VENTILATION I5 NOT MET BY MEANS OF NATURAL --- -" = OPEN LLl u' u i n u IN COMPLIANCE WITH NEW YORK STATE BUILDING CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR A 10 TW24310 �'' I _3-8 � 2-5 3-8� 8.6 S.P. �_ V CODE, SECTION R310.2.I;THE FOLLOWING MEANS OF SPACES AS PER NYS MECH. CODE SECTION 403.3.2.3; EGRESS SHALL BE FOLLOWED: INSTALL AS PER MANU. SPECS B I TW3452 NET CLEAR OPENING........... 5. S.F. NET CLEAR HEIGHT............... 244 MINIMUM ALL NEW WINDOW5 4 DOORS SHALL BE ANDERSEN 400 SERIES ; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "A-201" FOR NAILING Q r. III r NET CLEAR WIDTH................. 20" MINIMUM 4 STRAPPING DETAILS. EXISTING DINING AREA b w r PROVIDE NEW TOILET 10--0)/2-- EXIST. 0'-o)/2"EXIST. DBL. POST � -F1l:AD�PF- - GL. (4) 2"x4" =ry POST iv O 10 PROVIDE NEW NEW 2' DOUBLE VANITY 4 BATHROOM _ POCKET 2�Q` i +gay DOOR MODIFIED z J KEEP EXI5TIN6 I -6" 5'-Oy2" � BEDROOM N0. WINDOW OO O � EXIST. LIVING NEW 36 RANGE 4 � 6 . r I KITCHEN HOOD_ _ p _ cV _ _ _ ROOM r -/F BL-NCH 0. i0 O � MODIFIED Ip L 2.4" DW KITCHEN N EXIST. F.J. 0 ® I6" O.G. O J � O V lift NEW CABINETRY Ir EXIST. K $ RELOCATED A EXIST. ® SINK, O o HROO b� SM/GO E= EXIST. STEP N 3 ~ w EXIST. CHIMNEY I =_ 5MlGO EXIST. CHIMNEY EXIST. (4) 2"x4" POST iv 4 PLUMB SHAFT WALK-IN 1 NEW 2 EX v GL. RAIL DN DRAWERS REF. MODIFIED. EX15T. BOILER PANTRY BAR H +. +� a 0 3 E .(13) RI ® t b" I I �+ / SMICOm cr w I I '� 5M/CO UP (12), Tr ® cl I I e4p EXIST. MEGH. A55RE Y I AT I O I VS ROOM +s� ® EXIST. K KIP5(1000 LBS) , m I -MODFP GL. EST. ABBREVIATIONS MANU.SPEG.'s MANUFACTURER'S SPECIFICATIONS BATHROOM REPLACE µ ,,{ D. BO RD MAX. MAXIMUM V EXIST. BFE BASE FLOOD ELEVATION end PLUMBING MEGH. MECHANICAL 3 GL. MIN. MINIMUM _'_' 7 BEAM BLDG. BUILDING � �; � Pr SM/GO I B.�BOTTOM OF NAVD88 NORTH AMERICAN VERTICAL DATUM OF 1988 1 BENCH IN TUB BOT. BorroM WC,5- NEW YORK CITY BUILDING CODE , EXIST. \ � O.G. ON CENTER B.O.W. BOTTOM OF WALL BEDROOM \ OCG. OCCUPANCY EXIST. F.J. \` G.J. CEILING JOIST PBFE PRELIMINARY BASE FLOOD ELEVATION PAINT DECK DBL. DOUBLE P.GONG. POURED CONCRETE EXIST. I ® I6' O.G. DFE MESION FLOOD ELEVATION PROJECT: BEDROOM n INFILL PL. PLATE a OPENING 1 �+ba DIM. DIMENSION PLYWD. PLYWOOD PO RTI LLO 4j D.J. DECK JOISTS 3Qx6� P.T. PRE55URE TREATED Lu ELEV. ELEVATION REQ'D REQUIFEACH --1 RED 1IOLL EQUIP. EQUIPMENT RI R15M RESIDENCE Q EXIST. F.J. RM. ROOM EX15T. EXI5TIN6 R.R. ROOF RAFTER EXT. EXTERIOR STL. STEL X EXIST. F.A.I. FRE5H AIR INTAKE + W EXIST. EXIST. GL �0 S.V. SMART VENT NEW LEDGER 1405 W U N N EW ETA R D GL. NEW MUD ROOM CL. FAR FLOOR AREA RATIO TBD TO BE DETERMINED BD. AS PER DETAIL TEMPERED GLA55 FA.V. FRESH AIR VENT CUTCHOGUE, NY 11935 (TEMP 6L. NEW DECK FF FINISHED FLOOR THK. THICK FF ELEV. 1 FIRST FLOOR ELEVATION T.O.W. TOP OF WALL - - - - - - - F.J. FLOOR JOISTS IF ANDERSEN Tr TREADDRAWING TITLE: I FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION I - g TYP• TYPICAL 200 SERIES FRAME p �? NLGD606aL FRPR. FIREPROOF U.O.N. UNLESS OTHERWPROPOSED PLANS ISE NOTED NEW RAIL-7\ 6YP.BD. GYPSUM BOARD 6 OV.I.F. VERIFY IN FIELD (J H.D. HOLD DOWN 1 X ® PAINT DECK WD. WOOD I N 2 HDR HEADER _Km� _ _ _ 4 2X8 P T i' ZR ZONING RESOLUTION HN6R �HAN6ER INSUL. INSULATION NEW 6"xbHEADER" P.T. P05T PAGE: ON IO SONOTUBE �� a INT. �� NEW b xb P.T. POST INTERIOR I ON 10" SONOTUBE p A-200 N I'-4y4 DATE: 10/22/19 4 OF 7 FIRST FLOOR FLAN - FROFOSE17 SECOND FLOOR PLAN - F OPOSED NOV - 4 2019 SCALE: 1/4" = P-O" SCALE: I/4" = I'-O" - " SEW NEW RAIL-\\ - � _ - - w U W ~ U J U J � POURED I I Q CONCRETE II II SONOTUBE L U EXI STI NO ELEVATION (FRONT) EXI STI NO ELEVATION (REAR) SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" OPEN GABLE, EXIST. CHIMNEY PROVIDE CROSS MEMBERS .�.,aTA3 N6YLLU9Rii{�s.RY&➢"Y.NA:^.,,., Kms✓' "'ab'S�v2T4'So'' �� MLILLALUL. M i —� 0— o 0 Z W 0 U Q - WEXICTINO ELEVATION (ROST S7 ) wluDaw CHART SCALE: 1/4" = 1'-0" CRESS ROUGH OPENING ,;, WINDOW DIMENSION CLEAR , WINDOW MOPENING F3 D/-� QUANTITY ODEL # GALL-OUT WIDTH REO'D: 20" WIITH,,,, - H) IOFIT ; WIDTH HEIGHT HEIGHT REO'D:24" �� P©� A 10 TW24310 2'-b ". -` 3'�8 2'-58.b S.F. �? B I TW3432 -b 3-4 -- -- _, MATCH 4 57RAPPINO DETAILS. RS SHALL BE ANDERSEN 400 SERIES INSTALL AS PER MANU. SPEG.s. SEE PAGE A-201 FOR NAILING ALL NEW WINDOWS 8 DOORS S D3740 _- wINVOw .<_ DIMENTIONS :.__� ,,...._.. _.__.____.... . _.....__...._._._...__..__...__ _._____..._ RESIDENCE — --- 1405 WUNNEWETA RD ::e____.�___-_�.��: � w,.�____.�, .;,:� - � ,._,•. _�-__ __,.,.__.,._ .._,._ ._____.__.__�- _,_. CUTCHOGUE NY 11935 DRAWING TITLE: ELEVATIONS PAGE: NEN to"o__� I A-300 POURED CONCRETE 5ONOTUBE U DATE: 10/22/19 50177 EX I ST 1 NO ELEVAT 1 ON (LEFT S I DE) SCALE: 1/4" = 1'-0" DDS. AL--PLUI,x LING WASTE APPROVED AS NOTED WATEF' '_INES NEcu DATE: B.P.# 1'50ING.BE :)RE COVERING FEE: BY: NOTIFY BUILDING DEPARTM 765-1802 8 AM TO 4 PM FOR THET FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE TnUISS PLACAR I�►�, 2. ROUGH -' FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR INSPECTION REQUIRED DESIGN OR CONSTRUCTION ERRORS. w COMPLY WITH ALL CODES OF v NEW YORK STATE & TOWN CODES w AS REQUIRED AND CONDITIONS OF I V } WN ZBA U ' SOU t I"V*ZOARD Q SODTA�6VR{STEES '. OCCUPANCY OR USE IS UNLAWFUL VV ITHOUT CERTIFICATE 7 OF OCCUPANCY RETAIN STORM VVATER rll^IN I`r PURSUANT TO C�4^.I'i tiiz 40 OF THE T014 CGDE. PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPL Y SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. lk ll9 Z 7-1=77, 111111IT: W 0 U LJ Q D W 037 0 y OF to xf ARCHITECTURE ANTHONY PORTILLO, R.A. , LEED AP PROJECT: 7 77 - _ PORTILLO 15400 MAIN ROAD 254 36TH STREET, SUITE 256 "{ RESIDENCE C y N .Y. 11952 BROOKLYN , N .Y. 11232 LLC 0:516-214-0160 0:716-572-4741 1405 WUNNEWETA RD CUTCHOGUE, NY 11935 DRAWING TITLE: DWV/ WATER SUPPLY RISER PAGE: T-1.00 DATE: 04/24/19 1 OF 7 CARPENTRY PLUMBING CODES AND REFERENCE STANDARD: }�I ¢ _ SIG I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 d BETTER (Fb = 8"15) UNLESS I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL x <E*%r : I VOTES 4� 5FECIFIGA IO `S OTHERWISE NOTED. SYSTEMS TO BUILDINGS BULLETNL2001NCODE AND NYC DEP REGULATIONS AND NYC 05. BUI DI NACOD , 2015 INTERNATIONAL RESIDENTIAL CODE, AND 2015 PROPERTY !L1` IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDER 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN T05ETHER AT ALL TIMES. IT 15 ALSO THE CONTRAOTOR'S RE5PON51BILITY TO READ ALL NOTES, 8" MIN. FOUNDATION EXPOSURE. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 3. 51LL5 TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GHANOE5 IN DIRECTION CONSTRUCTION MANUAL BY AF $ PA. GENERAL PROVIDE SILL SEAL/INSULATION. 51ZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" AND AT BASE OF VERTICAL WASTE PIPES. T- 100 0O TITLE PAGE 1. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER CODE. 4. AT FLUSH FRAMING USE 16 GAGE METAL J0I5T5 HANGERS BY "TECO" OR FOOT. 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. EQUAL. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 5. GENERAL TRAP AND WASTE SIZES AS FOLL01,45, UNLESS OTHERWISE NOTED: MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. STRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENIN05 IN - DISH WASHER.........................................2" FLOORS, ROOFS, AND WALLS. - KITCHEN SINK........................................2" 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2014 NATIONAL ELECTRIC CODE, GENERAL NOTES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE,AND LOCAL CODES - LAVATORY...............................................2" NFPA"10 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. AND AUTHORITIES HAVING JURISDICTION. 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - SHOWER/TUB..........................................2" STRUCTURAL DESIGN CHARTS U.O.N. - TOILET........................................................5" 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY - LAUNDRY .................................................2" OF THE OWNER/BUILDER -1. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING - FLOOR DRAIN..........................................3" 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 5. MIN. HEADER TO BE (2) 2"x10" UNLESS OTHERWISE NOTED. 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" DM- I OO DEMOLITION PLANS SHALL EEW lR> RIFIED KITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING K. A. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETF TO BE THROUGH ROOF. TABLE R501.7 P.T. 7. PROVIDE FRO5T-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 6 6. NO DEVIATIONS OR CHANGES 'TO THE STRUCTURAL SYSTEM SHALL BE MADE DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BACKFLOW ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS UNLESS APPROVED BY THE ARCH ITEGT/ENGINEER. 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE PROTECTION. ON PAGE A-1. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALLS AND 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED STRUCTURAL MEMBER ALLOWABLE DEFLECTIONi�OO PROPOSED FLOOR PLANS BEFORE THE START OF FRAMING FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN WITH BACK FLOW PROTECTION. APPLICABLE. RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL GORES. A. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. W/ NO FINISHED CEILING ATTACHED TO RAFTERS cf. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE NAILING AS PER FASTENING SCHEDULE ON PAGE A-1 AND GLUED, U.O.N. 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR TO CONGEALMENT OF PLUMBING. INTERIOR WALLS 4 PARTITIONS H/180 CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL APPROVED EQUAL. A-500 ELEVATIONS W 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. FLOORS d PLASTERED CEILINGS L/360 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA 13. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT NO NOTGHINO AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED AND SHALL NOT BE ALTERED OR. BE REPRODUCED WITHOUT WRITTEN UNSUPPORTED EDGE SEAMS OF EXTERIOR 5HEATHIN6. NOR ANY POTENTIAL DAMAGE THEREOF. V ALL OTHER STRUCTURAL MEMBERS L/240 PERMISSION FROM THE ARCHITECT. L/240 14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS ASPHALT ROOFING SHINGLES t E U 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS EXCEED 8'-O" AND AT EVERY 8'-0". 1. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLA55-A ASPHALT ROOFING EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 = RESPONSIBLE FOR DESIGN INTENT ONLY. 5HINOLE5 OR APPROVED EQUAL. X400 DESIGN DETAILS U J 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE AL50 PAGE EXTERIOR WALLS - WIND LOADS W/BRITTLE FINISHES L/240 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. A-2 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE Q NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE 14. THE CONTRACTOR SHALL KEEP PREM15E5 REASONABLY GLEAN AT ALL 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL NECESSARY. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK LINE. d 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. BROOM GLEAN. 1'1. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 A-1 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOFJ�- I ®® PLUMBING RISER DIAGRAMS THROUGH A-3 CONSTRUCTION. _ h 15. THE CONTRACTOR SHALL CARRY WORKMANS COMPENSATION AND GENERAL GAS RISER DIAGRAM LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 18. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S CLIMATIC. AND OEOORAPHIC DESIGN CRITERIA ` AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB SPECIFICATIONS. ° FLOOR SHALL NEVER EXCEED A I6 SPAN. 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF S. NAILING OF ROOFING SHALL BE TO CODE. THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER IA. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING GROUND SNOW LOAD 20 LBS COMPLETION OF PROJECT. AS PER PAGE A-1 THROUGH A-3. 6. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE 17 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN . THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, PERMITTED BASIC KIND SPEED 130 MPH i ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD '1, PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR AGAINST ALL CLAIMS, DAMAGE5, LOSSES AND EXPENSES, INCLUDING TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER EXPOSURE CATEGORY B ATTORNEYS FEES ARI51NO OUT OF OR RESULTING FROM THE PERFORMANCE OF METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD 2:12 PITCHES TO 4:12 PITCHES THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 5. ASPHALT 5HINOLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF SEISMIC DESIGN CATEGORY B y� I ��_/ ' 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. I T INJURY TO OR DESTRUCTION OF TANOIBLE PROPERTY (OTHER THAN THE WORK MANUFACTURER SUCH A5: HANGERS,NAILS, SCREWS, FLA5HING, ANCHOR BOLTS, WEATHERING SEVERE`. ITSELF INCLUDING THE L055 OR USE RESULTING THEREFROM). (B) 15 CAUSED IN ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, ASPHALT ROOFING SHINGLES WHOLE OR IN PART BY ANY NE61_I0ENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. 1. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 5HINOLE5 OR APPROVED EQUAL. FROST LINE DEPTH 3'-O" EXISTING TO BE DEMOLISHED EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: - .O HARD WIRED SMOKE DETECTOR BE LIABLE REOARDLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. TRU55 JOIST McMILLIAN LAE MIGROLAM 2. 5HINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE TERMITE MODERATE TO HEAVY 5M w/ BATTERY BACK-UP PARTY INDEMNIFIED HEREUNDER. B. OEOROIA PACIFIC, 2.OE 6-P LAM NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE EXISTING TO REMAIN PSL (PARALLEL STRAND LUMBER) DENOTES AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL O CARBON MONOXIDE I8. ALL MATERIALS, ASSEMBLIES; AND METHOD OF CONSTRUCTION INCLUDING A. TRUSS JOIST McMILLIAN 2.OE PARALLAM LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLA5HINO CONDITIONS. ICE BARRIER REQUIRED YES NEW WOOD FRAME (L.G. GO DETECTOR BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU.SPEC.'s STL. WHEN APPLICABLE) OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN05, SPECIFICATIONS, 22. FOR R NEW WALL5, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONSTRUCTION. NEW BRICK VENEER Q HARD WIRED SMOKE AND CARBON APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, SM/CO MONOXIDE DETECTOR COMBO AND SPECIFICATIONS WILL NOT BE PERMITTED WITHC UT WRITTENW BATTERY BACK-UP NOTES, AND TABLES ON PAGES A-I,A-2, d A-3. THE FASTENING SCHEDULE 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S � NE`.W POURED CONCRETE AUTHORIZATION OF THE ARGHITECT/ENOINEER. SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING SPECIFICATIONS. SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING NEW/EXIST. LOAD SEARING 50 G.F.M. EXHAUST IA. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 5. NAILING OF ROOFING SHALL BE TO CODE. WALL FAN w/ DAMPER NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 6 MANU. SPEC.'S). 0 PERTAINING ARE TO BE FIELD VERIFIED. HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 6. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE WALL (EXIST. OR PRO.) TO HAVE PERMITTED 3-1/2" F.G. SOUND BATTS 50 G.F.M. EXHAUST 20. CONTRACTOR TO REMOVE E RELOCATE AS REQUIRED ALL EXISTING WORK 23. COLUMN BEARING AS FOLLOWS: FL FAN $ LIGHT GOMBP WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR ® w/ DAMPER 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MIANUFAGTURER'S TREATED WOOD d FLA5HING. STEEL COLUMNS ARE TO BEAR UPON FOUND. 2:12 PITCHES TO 4:12 PITCHES MIN. (2) 2"x4" STRUCTURAL WALL w/STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT POST FOR 4" WALLS SPECIFICATIONS,UNLE55 NOTED OTHERWISE. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® (MIN. (2) 2"x(o" STRUCTURAL 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACC:E551BILITY STANDARDS. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY SITE WORK POST FOR (o" WALLS), U.O.N. P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY WIDE 3 COURSES OF 50LID BRICK MA50NRY CENTERED ® P05TING, U.O.N). UNAUTHORIZED USE UNDER FEDEF:AL LAW BY THE ARCHITECTURAL WORK5 (BUTIIII WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE 2. VERIFY ALL GIVEN DATA ON DRAWINGS. THERE IS A DISCREPANCY, COPYRIGHT PROTECTION ACT Of' 101,10 (AWGPA), WHICH HAS SEVERE PENALTIES. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ RECEIVE CLARIFICATION FROM ARGHITEGT/ENGINEER PRIOR TO PROCEEDING. STANDARD 5HEARWALL HARDWARE (w/NOTED VALUES) d ANCHOR BOLTS, U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE W LONG 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. FOUNDATION, CONCRETE, AND MASONRY w/6" RISE k w/ (2) 5/4"41) BOLTS THROUGH CENTER LINE OF VERTICAL LEGS STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING SITE. w I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS ITSET 6" DIST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PA6E5 A-i THROUGH A-3. STOCKPILE ALL EXCAVATED MATERIALS. 2 APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE 5UB-CON7RACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE 0 THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. GLA55 WINDOWS AND DOORS ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE FOR I. ALL OLA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E 2. GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. �- 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. CLEARANCES ARE PROVIDED. 3. ALL SLIDING GLA55 DOORS, 5KYLIGHT5, AND ANY GLA55 UNIT INSTALLED ELECTRICAL: 4. FOOTINGS TO REST A MIN. OF 4-O BELOW GRADE, UNLESS WITHIN 18" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM > OTHERWISE NOTED UNLESS OTHERWISE NOTED. TO 2011 NATIONAL ELECTRIC CODE, NFPA -10 AND 2015 INTERNATIONAL ENERGY IxIx 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWIN55, U.O.N. CONSERVATION CODE. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS MANUFACTURER'S SPECIFICATIONS. 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITER5 CERTIFICATE UPON COMPLETION OF WORK. � ARC I TIER OF FRAMING 15 IN PLACE. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE 7. FOOTIN55 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS. ENERGY CONSERVATION GORE. P 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -12: �y B/j��/l�O� - GENERALLY, VERIFY OR PROVIDE HARD WIRED b. PROVIDE FLASHING PANS UNDER ALL 5LIDING GLASS DOORS, WINDOWS, OR SMOKE DETECTORS w/BATTERY BACK-UP IN: 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED ANY OTHER TYPE OF 6LAS5 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. SOLID WITH CONCRETE. A. EACH SLEEPING ROOM A. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH 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 SLEEPING 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 AREA IN THE IMMEDIATE VICINITY OFS �5 0 DAYS OF 4,000 P.5.1., U.O.N. 5. ALL 6LAS5 15 TO BE FREE OF SGRATCHE5 AND IMPERFECTIONS. 6LA55 THE BEDROOMS (GENERALLY THE HALLWAY) 037� n` SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. G. EVERY LEVEL OF DWELLING �TF 11. GONG. SLABS TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH A, ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH b MIL. POLYETHYLENE VAPOR BARRIER UNDER ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE (BA5MENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) 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 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, PROJECT: (1) WALL TIE PER (3) SQ. FT. ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EORE55 REQUIREMENTS. 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, PO RTI LLO TE MAX. 32'-0" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. E WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE TEMPERED GLASS. 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. RESIDENCE FROM FOOTING TO 2" ABOVE FINISH GRADE. GYPSUM WALL BOARD 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT Ib. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES COMPOUND METHOD. OF 40°F AND FALLING, UNLE55 APPROVED BY ARGHITEGT/ENGINEER. NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 2. ALL GYP5UM BOARD SHALL BE 1/2"ON WALLS AND CEILING, UNLE55 OTHERWISE NOTED. WATER RE515TANT(H.R) AT BATHROOMS AND WHERE 1405 WU N N EW ETA RD OADDITIVES I� SHALL BE PLACED IN CONCRETE UNLE55 SPECIFIED BY DEEMED APPLICABLE. ARGCUTCHOGUE, NY 11935 3. 5/8", ONE HOUR RATED, TYPE 'X'GYPSUM BOARD ON CEILING AND WALLS STRUGTUR�L DESIGN LOADS 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET WHERE EVER APPLICABLE. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING USE LIVE LOAD DEAD LOAD DRAWING TITLE: EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL IA. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A CONCRETE PANELS OF 5/5" THICKNESS MINIMUM. MIN. 10" DEEP PROJECTING b" ON EACH TIDE OF THE FOUNDATION WALL. INSULATION N S U L A T I O� I ¢ F E� I E ST A� O I RE O U I RE�E I T� EXTERIOR BALCONIES 60 psf 15 psf GENERAL NOTES PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE I �I, C� I � I � I � CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. TAPED AND RECEIVE THREE GOAT5 OF JOINT COMPOUND. ALLOW 24 HOURS 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. DEGK5 40 psf 15 psf AS IN SOLID 6 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUNDII PASSENGER VEHICLE GARAOE5 50 psf AS PER PLAN +E DEEP 3'-0" BELOW GRADE. ALL OPENINGS. ��{ NY���� 2015 T��,L 6. FASTEN GYPSUM BOARD AS PER FASTENI NO SCHEDULE ON PAGE A-1. O I" I ®N E N T F R 0 F E R T I E 0 M I ATTICS WITHOUT STORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf INSULATION , I ,� PAGE: I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED MECHANICAL CONNECTIONS: ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 psf 15 psf FIBERGLAS5 BATT INSULATION 13Y JOHN MANVILLE OR APPROVED EQUAL. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE SUBSTITUTED FOIL TO BE PLACED TOWARD WARM SIDE. WITH AN APPROVED EQUAL PRODUCT. ROOMS OTHER THAN 5LEEEEPIN5 ROOMS 40 psf 15 psf A-100 2. PROVIDE 2 R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED BY NYSEGG 402.1.5 AND TABLES WALLS FROM b "SIMPSON" MANUFACTURER. BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 3ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES U-VALUE= 0.250 402.1.1 AND 402.1.2 SLEE`.PING ROOMS 30 psf 15 psf . CONTRACTOR OR OWNER. GAPE: SHOULD BE TAKEN NOT TO DAMAGE FOUNDATION WATERPROOFING. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL WINDOW U-FACTOR AIR LEAKAO E 0.30 MAXIMUM U-FA070R=0.35 YE:S STAIRS 40 sf 15 psf LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY LOADING p p DATE: 04/24/1.9 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" GSM/SE MAXIMUM A I R LEAKAC E= 0.302 OF 7 - A" R-30 FOR FLAT CEILINGS 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED GFM/SE GUARDRAILS AND HANDRAILS 200 psf 15 psf - 8.25" R-300 FOR VAULTED AND CATHEDRAL CEILINGS 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - 3.5" R-13 FOR 2"x4" WALL CONSTRUCTION MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT A5 PER MANUFACTURER ROOF LOADING (LIVE = GROUND SNOW LOAD) 205f 12 psf FOR ATTIC P 15 psf FOR CATH. 'i. VARIATIONS IN CONNECTOR CONFIOURATION SHALL BE APPROVED BY ARCHITECT 5. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. (5E I `► _RAL I �50L <E"'I : EXISTING TO BE DEMOL15HED EX1571NO TO REMAIN EXISTING DOORS /TO BE REMOVED Jill IIII III IIII IIII I I I IIII IIII I I I UJI IIII IIII I I I I�I I�I I I I IIII IIII I I I IIII III I I I <11 WEXISTING DOORSEXISTING DOORS TO BE REMOVEDTO BE REMOVED 1 EXISTINGIIIIIIIISTAIRTS TO 1 I I 1 BE REMOVED H U 1111 III I I 1 I Jill EXIST. DINING IIII I I = ; J 1$1 AREA 1 1 I I I U I _j Illi Illl I I 1 111 I Ill I I I � � 1 111 1111 I I I Q , 1111 1111 I I I 1 111 DOORS/XISTINO O BE REMOVED I 1 ted.: -- F==== _ I III D III EXIST. WASHER $ DRYER I I L J I TO BE REMOVED 8 RELOCATED;GAP EXIST. III I I I \1, LINES rr IIII II III EXIST. WALL TO BE I I I EXIST. EXI5TIN5 TO BE REMOVED FOR NEW I I IIII I LAUNDRY I I PEMOL15HED WINDOW OPENING 1 1 IIII I ROOM EXIST. I I I IIII 1 p I r__�-1 BEDROOM EXISTING WINDOWS TO BE REMOVED I I I I r I I II d IN-FILLED I r F_ I �II I I EXIST. LIVING i i I I ALL EXIST. I II I GAB NETS, I ROOM I I I I I 1 II FIXTURES 8 I I l \`✓J��`J� 1 APPLIANCES TO I I Il _—— u BE REMOVED $ 1 I I II — I RELOCATED. 1 I _ I EX15T. I I KITCHEN I II EXISTING DOORS IIII I ��J11 I I BATHRO if 1 R � Ti TO BE REMOVED I IIII I • 11 I IIII �� I I I I I II � �� JL LI_ JI_J II EXISTING TO BE 1 i II II II —� I --- 1 DEMOLISHED EXISTING DOOR 1 1 I I TO BE REMOVED I I 1 I I STEP UP 5�" _1 J —L—J --- U — ------�----- i� EXISTINGALLS �� n i� EMOL1�ED �' �� II EXI5T. CHIMNEY EXISTING TO BE EXIST. CHIMNEY DEMOLISHED B PLUMB SHAFT L----- -- -- DN �11 EXISTING BOILER I it EXIST. I EXIST. I EXISTING WILER AND WATER I 1 PANTRY- -- I 8AR REMOVED H DETACH AND ————————— 1 I I DOOR TO BE HEATER TO BE I LCL= L_ _ -� z �j RESET w(13 RI ® 8" � �UP(12 Tr ® 0i" I I I i� ,� EX15T. MECH. I U ROOM i 11 F I I I I I EXISTING _� / I F= I/DoEM1LI5H17D____ TBE ----\ — --- IIEXISTING \ — rn� u_ DOORSMALL5 TO I w i� �� 71 II BE REMOVED 11 Ir _ EXIST. I I i/�EX15T. (� I II 11 / GL. //BATHR001�I= J II EXISTING TO BE / I�— I I EXIST. SINK, TOILET DEMOLISHED C==fi I L—J I \ i / -- I d SHOWER TO BE 1 I —� I �Xi REMOVED b � 1 I 1 RELOCATED; EX15T. 11 P �---- ii XI 5T. i BEDROOM I •� EXIST. L F__ CL. J �� �� EXIST. DECK 11 �� �. ` �� BEDROOM \ �_ EXISTING I ' TOB DEMOLISHED 0370'y y0 TFOF t4 DROPPED HEADER _ 1 EXISTING WALLS \� EXISTING 11 PROJECT: TO BE _ DOORS TO BE I 1 DEMOLISHED /ice REMOVED /REMOVE II REMOVE PORT(LLO EX15T. EXIDEGKINO DECKING c = j-, CIL. BEI TO REMOVED i I EXIST. LIVING ---- ---- I RESIDENCE ROOM =====f----- II I 11 I I 11 I III 1 II I I 111 I I I 1405 WUNNEWETA RD 1 Iii EX15T. DECK i II CUTCHOGUE, NY 11935 I 111 1 11 1 DRAWING TITLE: I I I i DEMOLITION PLANS SHORING NOTE: SHORING NOTE: PROVIDE PROPER SHORING OF EXI5TINO PROVIDE PROPER 5HORIN5 OF EXSTIN5 STRUCTURE PRIOR TO REMOVAL OF ANY STRUCTURE PRIOR TO REMOVAL OF ANY WALL5, CEILINGS, FLOOR, ETC.; IF WALLS, CEILINGS, FLOOR, ETC.; IF CONTRACTOR 15 UNSURE OF SHORING CONTRACTOR 15 UNSURE OF SHORING PROGEURES CONTACT ARGHITEGT OR PROCEDURES CONTACT ARGHITEGT OR PROFESSIONAL ENGINEER FOR A WRITTEN PROFESSIONAL ENGINEER FOR A WRITTEN PAGE: SEOUENGE OF OPERATION. SEOUENGE OF OPERATION. FIRST FLOOR PLAN - DEMOLITION SECOND FLOOR PLAN - DEMOLITION DM-100 SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-O" DATE: 04/24/19 3 OF 7 FLOOR PLAN NOTES y FLOOR PLAN NOTES FLOOR PLAN NOTE5 DOOR NOTE: WINDOW/DOOR FRAMING: E N E R A L SY / SEE PAGE A-400 FOR FRAMING EXIST. ROOM: T �5 O L E*T . O I. INSTALL NEW INTERIOR DOORS WHEN GALLED O O8 OUT ON PLANS BY 'JELD-WEN' (OR EQUAL). ELEMENTS AROUND DOORS AND I. EXISTINGINO MECH. EQUIP. TO REMAIN WINDOWS (TYP. FOR ALL) U.O.N. 2.DISCONNECT, REROUTE, b RECONNECT EQUIPMENT TO 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED PROVIDE MIN. (2) 2x8 HEADER U.O.N. EXISTING PIPING AS REQ'D OUT ON PLANS BY ANDERSEN (OR EQUAL). 3.DOOR TYPE TO SELECT NEW LAUNDRY ROOM: EXI5TINO TO BE DEMOLISHED 4.INSTALL AS PER MANU 5PEG.'s O II. NEW WASHER /DRYER;HO SELECTION O RESERVED 2.COORDINATE LAUND. ROOM # DOOR EXISTING TO REMAINWOOD STAIR b RAILING NOTE: DIM.'s W/ SIZE of EQUIP. NEW WOOD FRAME (L.O. O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI E MIN. 3. PROVIDE HOOK UPS AS REQS PER MANU. Q" Tr - RISERS SHALL BE CLOSED 5TL. WHEN APPLICABLE) 2. 36 HIGH GUARDRAIL 8 SPINDLE 5PAGING NOT TO ALLOW PA55AGE OF A 4" 1p SPHERE;36" HIGH DRYER EXHAUST NOTE: HANDRAIL d SPINDLE 5PAGING NOT TO ALLOW II. DUCT SHALL TERMINATE TO EXTERIOR ELECTRICAL PANEL: PA55AGE OF A 4 0 SPHERE 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 10 EXIST. PANEL TO REMAIN 3. GRIPPABLE RAIL AS PER CODE OPENIN55 4. ASSEMBLE AS PER DETAIL 3/A-400 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED W/A BACKDRAFT DAMPER O SMOKE DETECTOR / GO DETECTOR NOTES: 5, TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT TO THE EXHAUST DUCT SYSTEM 11 ELECTRICAL METER: CONNECT THE DRYER SMOKE /CARBON MONOXIDE COMBINATION DETECTOR SHALL BE LIMITED R SINGLE LENGTHS, NOT TO O ELECTRICAL METER TO REMAIN W/ 10 YEAR BATTERY LIFE. 2.INSTALL ALL AS PER MANU. SPEG.'s EXCEED 5 FEET AND SHALL BE LISTED AND LABELED- ---- - IN ACCORDANCE WITH UL 2158A. 3.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR �,INEXHAUSTACCO DUCTS SHALL BE MIN 0.0I6" THK RIGID IN COMPLIANCE WITH LOCAL CODE METAL H/ SMOOTH INTERIOR SURFACES WITH JOINTS RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST O WINDOW NOTE: DUGTD SHALL NOT BE CONNECTED WITH SHEET-METAL 4 I. ALL NEW WINDOWS SHALL BE ANDERSEN 400 OR SCREWS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER 200 SERIES; INSTALL AS PER MANU. SPEC.'S. NINC CON (;,}.I,l R 5 4 LOCATION TO THE WALL OR ROOF TERMINATION. THE - a 4 # FOR SUBSTITUTIONS, SEE NOTE q IN GLASS _ MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 WINDOWS AND DOORS" ON PAGE A-100 FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° _ EGRESS 2.IF CASEMENT WINDOW5 - ALL CSMNT WNDWS BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES CLEAR W 2'-I 2 �---5'-8" 2'-I 2" SHALL HAVE STRAIGHT ARM HINGE NOT INCLUDE THE TRANSITION DUCT. WINDOW RdUGH."O 'ENIi(C WINDOW DIMENSION 5 q 3.IF DOUBLE HUNG - ALL DBL. HUNG WNDWS TO BE QUANTITY MODEL # OPENING O O O O GALL-OUT „ O TILT WASH WIDTH REQ D: 20 m m O 4.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. OL. INEW EXHAUST FAN SHALL BE INSTALLED WHERE WIDTH H)*ICHT;,"'f WIDTH HEIGHT HEIGHT REQ'D:24" V OA EGRESS NOTE! O VENTILATION IS NOT MET BY MEANS OF NATURAL H IN COMPLIANCE WITH NEW YORK STATE BUILDING CIRCULATION THROUGH WINDOWS OR DOORS TO OUTDOOR A 10 T;424310 CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF SPACE5 AS PER NYS MECH. CODE SECTION 403.3.2.3; V EGRESS SHALL BE FOLLOWED: IINDTALL AS PER MANU. SPECS B I TW3432 S'=6 " ;-4 "'`Y"' 3'-5 3'-4 _ , J O 5 4 A NET CLEAR OPENIN5........... 5.1 S.F. G I TW3436 '-6;" ✓`-8 3'_5 " 3'_8 " 2'-5" 2 NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM MODIFIED ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN 400 SERIES ; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "A-201" FOR NAILING DINING AREA 4 5TRAPPING DETAILS. 3 ANDERSEN .. 200 SERIES _ NLOD6065L ,- 4 ; NEW WOOD m STAIRS TO EX15TINO 10 .2 2 1.75;x'7,5" GP LVL DECK FLUSH HEADER ri =L; DBL. P05T INFILL OPENINDON PANTRY m 3.5" STEEL 3'-0 m COLUMN PROVIDE NEW y2 TOILET, DOUBLE _ NEW VANITY 8 5HOWER ';� BATHROOM m 6'-4 3' 6" 17'-4" 24" DW NEW ISLAND W/ �; �� MODIFIED 5 4 O _ KITCHEN HOOD - Q 5-1�2 BEDROOM = Q I Ip - EXIST. LIVING p n v o O O Q N ROOM Cr• _ _ _ - _ _ _ _ _ - irm HERS CL. � I 5 4 MODIFIED ® Ip KITCHEN - J rr EXIST. F.J. � Ox � INFILL WINDOW NEW CABINETRY Ir HIS GL. EXIST. DT. OPENING SIRELOGATED O ATHROO �v 3 SM/GO REF. EXIST. m = STEP 8._4.: m z Lur b� EXIST. CHIMNEY EXIST. CHIMNEY 4f EXIST. 5M/Go NEW 18 xI xI2 0 0 � � O. NEW WALK-IN NEW 2 v DEEP P. GONG. 8 PLUMB SHAFT -1` GL GL I RAIL EX. DN 10'-q" FTG. -- NEW 55' STEEL EXIST. + BOILER DRAWERS Lu - fV 6p ® H * -H COLUMN BAR NEW PEDESTAL 3 - 3 SINK I m_N w I I I NEW <'� !!/ Ix ' E .(13 RI a 8" F 5M/CO I I SM/CO UP (12 Tr ® q" I I I BATHROOM 6p , EXIST. MECH. AE35REVIATIONS :�-,•r. .: \ SENGH IN TUB t"; DA EXIST. K KIPS(1000 LBS) NEW i A GL. EXIST. ��� VITIONS MANU.SPE—'s MANUFACTURER'S SPECIFICATIONS •b ,5 '�¢ `l. RELOCATED GL BD. BOARD MU MAX. MAXIMUM-TOILE AXIM 7 NEW TUB SINK, BFE BASE FLOOD ELEVATION MEGH. MECHANICAL t ` BLDG. BUILDING MIN. MINIMUM •`a^%_ �. r'. BM BEAM NAVD56 NORTH AMERICAN VERTICAL DATUM OF Ig88 (��D 1 NE�"i ! NYG BG NEW YORK CITY BUILDING CODE iA' SM/GO I ODBATHROOM J(:� VENT R S.O. BOTTOM OF TOILET ® - BOT. BOTTOM 10 ON ON CENTER O BEDROOM :t z B.O.W. BoTToM of WALL Off, OCCUPANCY EXIST. F.J. +s 6r. G J. CEILING JOIST PBFE PRELIMINARY BASE FLOOD ELEVATION ® 161, O.G, W ... I Q DBL. DOUBLE P.CONG. POURED CONCRETE DFE DESIGN FLOOD ELEVATION PROJECT: MODIFIED I w - Q 3-4 (PL. PLATE BEDROOM Q z 1 0� DIM. DIMENSION Q X 4+ p T,P.T. (PLYWOOD * ry Q I 4j D.J. DECK JOISTS � �I PRESSURE TREATED P 0 RT I L L 0 -. N Q N Q EA. EACH REOV f REQUIRED ELEV. ELEVATION RI RISER RESIDENCE O Q EQUIP. EQUIPMENT RM. ROOM R� EXIST. F.J. 12 QEXIST. EXISTING ® I6" O.G. R.R. ROOF RAFTER EXT. EXTERIOR 5TL. STEEL EXIST. w NEW LEDGER EXIST. GL F.A.I. FRESH AIR INTAKE cdC.L. [RAI5E ;DOOR. FAR FLOOR AREA RATIO S,V, SMART VENT TSD 1405 WUNNEWETA RD BD. AS PER +� ADD 57EP UP TO BE DETERMINED CUTCHOGUE NY 11935 FRESH AIR VENT TEMP 6L. TEMPERED GLASS DETAIL �t TO DECK FF FINISHED FLOOR THK. THICK EXIST. SITTING NEW DECK FF ELEV. FIRST FLOOR ELEVATION T.OI^!. IT OF WALL ROOM 1 F.J. 71 FLOOR JOISTS Tr TREAD DRAWING TITLE: ANDERSEN �FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T*Irp ,rYPIGAL I - $ 200 SERIES FR. FRAME PROPOSED PLANS 4y U.O.N. UNLESS OTHERWISE NOTED +b NLOD6065L FRPR. 711 FIREPROOF V.I.F. O 4j NEW RAIL VERIFY IN FIELD 0-= � I 4X4 P.T. POST 0- 10 to"m SONOTUBGYP.BD.E GYPSUM BOARD w/ WITH WRAPPED WIT-f � ® 3' BELOW - " 11 TRIM BOARD cXV GRADE HO HOLD DOWN WD. wooD NEW 5/4 HDR HEADER ZR 77]ZONING RESOLUTION in DECKING 2 HNGR HANGER p�2 2x1 o P_T.i - INSUL. INSULATION PAGE: HEADER � INT. INTERIOR L� 4'-3y2" 4'-3y2" N 4-3y2' 4-3y2 T I'-4y4" A-200 DATE: 04/24/19 4 OF 7 F I RST FLOOR PLAN - PROPOSED SECOND FLOOR PLAN - FRCFCSEI� DGALE: 1/4" = I'-O" 50ALE: 1/4" = 1'-0" RAISEDOOR. ..__._ .__.____.__.... _ . ._... ._. . _........... ..._... _ ":..__. ..._ ADD STEP UP TO DECK NEIN RAIL LLF I 1.. I MATCH TO W EXISTING SIDING H U W ~ U Z J CONCRETE a SONOTUBE u u u u u EX157-INO ELEVATION (FRONT) EXISTINO ELEVATION (REAR) �- w SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O" OPEN GABLE, EXIST. CHIMNEY PROVIDE GROSS MEMBERS A A N H Z W O U NEW WOOD STAIRS TO ui EXISTING Q DECK p 1 � _ , . Lu CCHq T.AXI5TINO ELEVATION (RT5 � ) _ SCALE: 1/4" = 1'-0" EGRESS ROUC�H2OPENIN6 WINDOW DIMENSION CLEAR WINDOW QUANTITY MODEL # OPENING GALL-OUT "<, WIDTH REQ D: 20 w1DT };'.' "HEIGHT` > WIDTH HEIGHT HEIGHT REQ'D:24" AR A 10 TW24510 2,_h .:.:,. "� v4k v_8j" 8.6 S.P. p�'S B I TW3432 3'-6 -.; 3'-4 "-., 3'-5 3-4j " r p MATCH jALL NEW WINDOWS d DOORS SHALL BE ANDERSEN 400 SERIES ; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "A-201" FOR NAILING WINDOW 8 STRAPPING DETAILS Q3740 DIMENTION5 PROJECT: PORTILLO - _ RESIDENCE 4V - _ 1405 WUNNEWETA RD WINDOW CUTCHOGUE, NY 11935 _ DRAWING TITLE: ELEVATIONS Li I I i I I PAGE: NEIN IO"m o 0 POURED CONCRETE 50NOTUBE u DATE: 04/24/19 5 OF 7 EX I ST I NO ELEVATION (LEFT SIDE) SCALE: 1/4" = 1'-0" EXTERIOR SHEATHING AS OOI ` STRUOT I O I `4 DETAILS S $ Y `4I I ` D LOAD FATH PER SECTION NOTES GONNGT I ON DETAILS SIDING MATERIAL AS PER SECTION NOTES BUILDING PAPER d HOUSE WRAP NOT TO SCALE TO FULLY OVERLAP FLASHING GAP FOR DRAINAGE 5/4"xb" P.T. DECKING (U.O.N. ON PLAN/ "Z" FLASHING SEGTION/DETAIL5) �o �r FLASHING WOOD JO I S WOOD JO DRIP EDGE P.T. DECK JOIST COUNTER A5 PER PLAN BLOCKING JOISTS AS PER PLAN FASTENED W/(2) t:: FLASHING JOIST HANOE 5/b" 0 x 5" LONG HEAVY DUTY GAL. LAO BOLTS 0 I6 O.G. INTO MUD SILL 4 METAL 6ALV. JOIST HANGER RIM BD.;WHEN ® FOUND. WALL FASTEN O I RDER/HEADS BY SIMPSON w/(2) 5/8"(P x 5" LONG APPROVED (OR EQUAL) MASONRY ANCHORS ® I6" O.G. EA. JOIST WOOD GIRDER "Z" FLASHING WOOD JOIST EXIST. STUD WALL LEDGER CONNECTION DETAIL JOIST FRAMINO OVER WOOD OIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER w -40 SCALE: 1" = 1'-0" ,MIND RESISTANT GONSTRUGTI ON GONNEGTORS Lu ~ U CONNECTION LOCATION: PART NUMBER: NOTES: U J RI DOE-TO-RAFTERS 0520 © 21 " APPLY TO EACH PAIR OF RAFTERS Q } RAFTER-TO-WALL H•7 ,APPLY TO EACH RAFTER BETWEEN EDGES OF RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER �Q� 1-1/2" SQUARE BALUSTER (STYLE TO SELECT) SIMPSON H2.5A RAFTER Z I < PLATE-TO-WALL STUD 0520 @ I8" APPLY TO EACH WALL STUD TIE (OR EQUAL) mE!n 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 © 56" APPLY TO EACH WALL STUD ' 5/4"xb" P.T. <�• A'PPLY TO EACH JACK STUD DECK BOARDS ��� HEADER-TO-JACK STUD G520 @ 12" CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 5STB16 APPLY TO EACH SIDEWALL END \N (2) 1/2"0 HOT DIPPED 6ALV. BOLTS P.T. F.J. A5 EA. POST w/ OVERSIZED WASHERS IST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE =n? END NUT PREBORED INTO BEAM, POST, PER PLAN „ SQUARE WASHERS) DECK TIE b RIM BOARD A55EM5ELY (USE WITH 3 USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. ivy = P.T. BEAM AS NOTED FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. SOLID BLOCK ® 12" O.G. (2) SIMPSON MJT14Z DECK J015T TIE 9) EA. (1) 1/2"(P H.D. GALV. THRU BOLT w/ POST OVERSIZED WASHER it END NUT PREBORED INTO P05T $ DECK J0I5T TIE _. GONTI NUOUS BUILT-UP C I RDERS, THREE OR MORE SUi�i�ORTS 4"x4" P.T. POST CONNECTION PATTERN SCHEDULE BETWEEN 1/6 CONNECTION a I/4 OF A PATTERN DESCRIPTION ASSEMBLY REQUIREMENTS: WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER A (2)ROWS IOd NAILS® 12"O.G. MAX.32 SIDE BY 51DE ARE CONTINUOUS OVER THREE OR MORE "SIMPSON" ABA44 -11 SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE ® COLUMN BASE B (5)ROWS IOd NAILS® 12"O.c. P SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN FC -1](2)ROWS I/2" m BOLTS• 12"O.G.STAGGERED; NORRtM7RE THA NPPORT. NO TNONE THIRD THE TODTAL NUMBER, ARE GRADE DBL.m ENDS TWO-PIECE BUILT UP GIRDER P MAX.32" TO BE`.JOINTED ON THE SAME SIDE OF THE SUPPORT. II II D (2)ROWS 1/2" m BOLTS m Ib"O.G. 10 � 5ONOTUBE FILLED p NAILING: 'SOLID w/ P. GONG. E (2)ROWS I/2" m BOLTS m 24"O.G. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 51DE o BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, w (2)ROWS 3-3/8" ME W MEMBER SCREWS o I2"O.G. s I/4 OF SCREWED ON(I)SIDEIDE OF OTHERS STAGGEREDITH A DISTANCE OF 16 INCHES Z F OF ME • BETWEEN NAILS IN A HORIZONTAL LINE;OR C-„BOERS ARE G (2)ROWS 3-3/B”TRJSSLOGK SCREWS• Ib"O.G. P O O SCREWED oN(U SIDE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR 0 (2)ROWS 5-3/8"TRUS5LOGK SCREWS• 24"O.c. EACH END OF EACH JOIST, OTHERS 5TA55ERED W/ A H11 50REWED ON(1)51DE OF MEMBER DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. THREE-PIECE Q o j (2)ROWS 5"TRUSSLOGK SCREWS• 12"O.G. BUILT UP GIRDER " Q SCREWED ON BMAX..BOTH SIDE OF MEMBER THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d NAILS u o K (2)ROWS 5"TRUSSLOCK SCREWS• Ib"o.C. ON EA. SIDE w/ TWO NEAR EA. END OF EA. PIECE, INCLUDING SCREWED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS 5TA55ERED w/ L (2)ROWS 5"TRU55LOCK SCREWS•24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 52" BETWEEN NAILS IN A w SCREWED ON BOTH SIDE OF MEMBER 6 1/4 OFA HORIZON AL LINE. w DEGiG ��UI- I�OR� TIL. NOS'1. P FOUR-�'IEGE CIDERS ARE TO BE A55EMLED AS SHOWN, AND PLAN SHALL USE CONNECTION PATTERN Ax WHEN 6"OR SMALLER NAILED w/ 20d NAILS AS SPECIFIED FOR THE THREE-PIECE # CONNECTION PATTERN 'B'WHEN 10"OR LARGER GIRDER. F.�5 "�wA4 A-40 SCALE: 3/4" = 1'-0" 2.WHEN SGREWIN6 OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE �e OFFSET FASTENERS I/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDANCHORING:ER p GIRDERS ARE TO BE SECURELY ANCHORED TO MA50NRY PIERS, NAILED TD WOOD POSTS OR BOLTED TO STEEL COLUMNS. �O NOTE: ALL DECKING SHALL BE FASTENED W/ COATED DECKING SCREWS BY 5/4"x REQ'D NEW DECK "DECK MATE" (OR EQUAL) HEIGHT P.T. RISER BOARDS AS I >+ 0 74p� y® NOTED ON P.T. DECK JOISTS AS S�L I O I I `�/-' OF T O F F L A TE }�� /� I '� I G '�I/� ',�I �I I,� 5/4"xb" P.T. PLANS NOTED ON PLANS O I�tA I L I I VO/JTRAFF I I�4O 9 Y �I I DOY �4/DOOR HEADER OF t4�"� 4" THK. x 5" WIDE x DECK BOARDS WIDTH OF STAIR P. GONG. PAD I"NOSINS(TYPJ " " " TOP PLATE NOTATION: PROJECT: SPLICE A- NUMBER OF 8d NAILS -ON END OF STRAPPING (Y P.DOORS) PO RTI LLO " — " —————— ——— LENGTH � B- NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.23B,P. Iq3 -2001) TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS G- NUMBER OF FULL HEIGHT KING STUDS 2"xb" P.T. BLOCK IN BE* EA. II" 2"x BLOCKING ® EA. FOR WIND - EXPOSURES B$0 - FOR WIND - EXPOSURES B4G - ® EA. SIDE OF HEADER (3.236, P. Iq3 - ALTERNATE .23D,P6. Iq4 -2001) STRINGER. FASTENED TO P. GONG. Ialo"MIN TRINGER TO MATCH SIZE PAD w/ Iq/64" x 3-I/2" CONCRETE OF P.T. DECK JOISTS ALL OTHER CA5E5 ONE STORY SLAB ON GRADE D- NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD RESIDENCE II 5GREW5 BY "CALIBURN" (OR EQUAL) TO END OF HEADER ® EA. SIDE (3.1,P. 1514 WORKSHEET-2001) - MIN. (3) 50REW5 PER BLOCK ;�-+ BUILDING MINIMUM SPLICE BUILDING MINIMUM 5PLIGE'25•4 E- NUMBER OF JACK STUDS ® EA. END OF HEADER (3.22F, P1g1-2001) FASTEN STRINGER j� °j TO BLOCKING (MIN. 6 DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT.) LENGTH (FT.) �— F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. SIDE (DOES NOT APPLY TO DOORS) ORA . ,P. - 01) DE NERs) GRADE (38 P 151 E WORKSHEET 20 12'-0" 2'-0"/2'-6" I2 1405 WUNNEWETA RD '—o" 3'-0" � E"x12" P.T. STRINGERS e" ®2 16" O.G. (MIN. 3 Ib'-O" 3'-O"/3'-9" ' " 4'-O" FASTEN I NCC SCHEDULE B CUTCHOGUE, NY 11935 I6-0 ROUGH OPENING FRAMING REQUIREMENTS FOP, INDOW/DOOR OPENINGS 5TR G RS ® W F [IN ACCORDANCE WITH FOOD FRAME DRAWING TITLE: STAIRWAY) 2O'-O" 4'-O"/5'-O" 20'-O" 5'-O" CONSTRUCTION MANUAL 2001 EDITION, r EXTERIOR NOOD STAIR DETAILA DESIGN DETAILS 24'-0" 4'-O"/5'-O" 24'-O" b'-O" NOTATION O SCALE: 3/4" = I'—O" 28'-0" 28'-0" 1'-0" ROUGH ::0PNr 32'-0" 6-0-'17-6' 32'-0" 2'-0" 2 I I I I I I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE 36'-011 -I'-O"/8'-q" 36'-0" CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE 4'-0" 4 1 2 2 2 2 LEN6THs,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO PAGE: PROVIDE AN EQUIVALENT NUMBER OF NAILS 40'-0" 8'-0"/10'-0" 40'-O" 11'-0" REQUIRES SILL PLATE OF 2"xb" (MIN.) 6'-O" 5 I 3 3 3 3 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED „ „ , REQUIRES (3) 2"X12" HDR (MIN) _ ®o 1N EXPosuRE B 50._011 101-011/121-61, 50—0 151-01, 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 8—0 7 2 3 4 4 4 AHEI6HT5 FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT (001-011121-011/151-01, 601-010161-011 LATERAL LOADS SHALL BE MULTIPLIED BY H/8; FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE „ NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 10-O 14-O -701-011I -011 ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). ' 11 DATE: 04/24/19 6 OF 7 q'WALL- 1.125 80-O" ' I6-O" ' 80-O" 22'-0" 10'WALL- 1.25 II'WALL- 1.315 12'WALL- 1.5 THIS COLUMN w/MULTIPLIER FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL 4" FRESH AIR VENT LL J I L THROUGH ROOF LL O I O O V I d Q I I I I NOTE: ALL PLUMBING 4 W FUEL OAS WORK 1 SHALL CONFORM EXI5TINO FULL BATH NEW FULL BATH I TO LOCAL (~j _ FLUMBINO CODE 4 W FUEL OAS = v U J O 2111 1 "1 1 O PIPING PENETRATIONS: Q I LL EXIST. 1 2"1 NEW. 2 1 I 2"1 I O SINK I 1 I SINK I I I I IL 1. PROVIDE "ABESCO FP200 FR 0 I 1 1 PROVIDE "ABE5C0 FF200 FR u �� 1 I I �� EXPANDING FOAM" (OR EQUAL) 12 1EXIST. I 1 2 NEW. I I EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS v lu I ITOILET I TOILETI I AT ALL PENETRATIONS IN FIRE O AND FLOORS/GEILINOS. ., 0 1EXIST. I 1 r RATED WALLS AND INUW 2. PRODUCT CONFORMS TO ASTM E I I 1 FLOORS/GEILOS. PRODUCT Ul I 814, ASTM E54, AND UL 1471 CONFORMS TO ASTM E 814, ,.. 2�� I SHWR � 2" I NEW 1 ISHWR. I 11 ASTM E 84, AND UL 1471 G.O. �� 2 1 I - I I I MODIFIED 1 MODIFIED NEW EXIST. NOTE: NEW HALF BATH MODIFIED FULL BATH _-- � ALL PLUMBKITCHEN LAUNDRY MEGH PLUMBING WORK 2 KITCHEN SHALL CONFORM TO ROOM ROOM NEW I I LOCAL PLUMBING CODE NEW. 1 2'1 I I 1 LAUNDRY I 12" 0 0 2 j 2"1 RELOG. I 2"I I I RELOG. GLEAN OUT O 1L SINK I I SINK 1 1 1 ROOM 1 I SINK AS REQ'D O 1 I 3" 1 I IL �i7TOILE I NEW. 1 I 12 RELOCI I I � TI 1 TOILETI 1 1 —7 EXIST. F.A.I. TO IL I I I REMAIN N.I.F.)FE) RANGE DRYER NEW PROPANE I � I 3" FLOOR 1 ABOVE DFE) FLOG. I RELOG. DRAIN H/ 5" I 2" 2" I SHW 1 2" wASHER TRAP I 2" _ `� TANK X EXIST. 1 w BOILER 32 3.. m — G.O. G.O. VENT 411 4" CONNECT TO FILL PIPE 4" HOUSE 411 G.O. FUEL OAS MAIN DRAIN SYSTEM STEM 411 TO EXIST. EXIST. OIL HOUSE TRAP SEPTIC TANK SYSTEM FLUME I NC RISE - DRAIN / NA57E / VENT CAS RISER - SUFFLY SCALE: NTS SCALE: NTS w 0 U IL O w v H Q w pl- �� < �-A O EXISTING FULL BATH ALL WORK �� I„ 65 NEW FULL BATH Q�� p/ SHALL CONFORM TO 9)� 3740 04 EXIST. NENLOCAL PLUMBING CODE OF N�"v"� p� SINK q4 SINK LL o Q Ex1s�. Q NEw. PROJECT: p I TOILET K I TOILET LEGEND �! 1= EXI5T. �� 1 �i NEW PORTILLO o: ITv: R HOT WATER ry 1 SHWR NI i N N 1 V!��n ----- SUPPLY RESIDENCE I E------ - ---r- --------- =------- �.._.._..� GOLD WATER ._.._.. .._.._.�h _..------_.._..ply._.._L_.._.. -EL- MEr,HANIr,AL SUPPLY MEGHANIGAL MODIFIED KITCHEN NEW HALF BATH MODIFIED FULL BATH NEW 1405 WUNNEWETA RD LAUNDRY PROVIDE ABESCO FP200 FR ROOM � I EXPANDING FOAM" (OR EQUAL) CUTCHOGUE, NY 11935 1 i AT ALL PENETRATIONS IN FIRE RATED WALLS AND i FLOORWCEILIN675. PRODUCT DRAWING TITLE: p RELOG. RELOC. j CONFORMS TO A5TM E 814, tL I Q4 SINK I NEW. SINK �p� SINK 1 1 ASTM E 84, AND UL 1471 DWV/ WATER SUPPLY RISER 1� NEW. I I RELOG. Q I I ? I I I 1 1 TOILE 1 1 TOILET Q I I I I vl I v� I �� 1= v1 RELOG. wA HER x I I v I X 1 Fr EXIST. NI �N c\VI acv c\vl acv ry1 Fry SHWR cV I N I 1 Lu BOILER I— — I— — I— — 1 PAGE: --------------= ------------ ------ - --=rA---^ -------- ------- —r :— _.._ ._.._.._ _ _ _ _ _ _ � _ _ _ _ _ _ _ _---. _ L-x.00 CONNECT TO EXIST. WATER I TO STREET SUPPLY SYSTEM TO MAIN DATE: 04/24/19 10 OF 7 iFLUME31 NC RISER - SUFFLY 50ALE: NTS