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HomeMy WebLinkAbout43463-Z �o�Og�FFOL Town of Southold 12/18/2019 0 P.O.Box 1179 co 53095 Main Rd �4, �a t Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40945 Date: 12/18/2019 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 1400 Hiawathas Path, Southold SCTM#: 473889 Sec/Block/Lot: 78.-3-48 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/4/2019 pursuant to which Building Permit No. 43463 dated 2/11/2019 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 Ahearn,Matthew&Patricia of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 43463 11-01-2019 PLUMBERS CERTIFICATION DATED 12-04-2019 Jo hitecav o ' e Signature Suutx� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . 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#: 43463 Date:, 2/11/2019 Permiss(n is hereby granted to: Ahearn, Matthew 1400 Hiawathas Path Southold, NY 11971 To: make alterations to an exisiting single family dwelling as applied for. At premises located at: 1400 Hiawathas Path, Southold SCTM # 473889 Sec/Block/Lot#.78.-3-48 Pursuant to application dated 2/4/2019 and approved by the Building Inspector. To expire on 8/12/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $328.00 CO -ALTERATION TO DWELLING $50.00 Total: $378.00 Building Inspector l l Form No.6 TOWN OF SOUTHOLD MULDINGD"ARTAMW TOWNELAU 765-1902 APPLICATION FOR CLt.R'i'i GATE OF OCCTJPANCY 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: 11 1. Final survey of property with accurate location of all buildmgs,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept of water sapply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement fromplumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial budding,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 pian requirements. B. For eldsting buildings(prior to April 9,195')non-conforming uses,or bur7dfngs and"Pre-e�`land uses: I_ Accurate survey ofproperty showing allproperty lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant'.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50-00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 I Copy of Certificate of Occupancy-S25 4. Updated Certificate of Occupancy,- $5000 5. Temporary Certificate ofOccupancy-Residential 51500,.Commercial SIS.00 Date. New Construction: Old orPre-existing Budding: X (check one) j Location ofPr0PMty:_ H00 14.AW i4T la AS R+r-q House No. Street n Hamlet Owner or Owners of Property.��-rT 1-�1Z� -t- PgT7r1 J`Y ljtlj 1ZA J Suffolk County Tax Map No 1000,Section —7 g Block Lot Subdivision Filed Map. Lot: Permit No. T��4( Date of PermiL Appy Health Dept Approval- Uuderwiters Appmvah Planning Board Approval- Request for. Temporary Certificate Final Certificate:�_ (chi one) Fee Submitted:5 APP Signature pF SOUjy®l Town Hall Annex O Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G �Q sean.devlinCa)-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To. Matthew Ahearn Address. 1400 Hiawathas Path city.Southold st: NY zip. 11971 Building Permit# 43463 Section- 78 Block. 3 Lot- 48 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA. Home Owner License No. SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 12 Ceding Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures Smoke Detectors Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 21 CO Detectors Sub Panel A/C Blower 2 Double Oven 50A UC Lights 20' Pumps Transformer Appliances Cooktop 50A Emergency Fixtures Time Clocks Disconnect 2 Switches g Twist Lock Exit Fixtures Combo SD/CO Other Equipment. Hood, Fridge, 150W Driver for UC Lights, Micro, Notes. Renovation and New AC's Inspector Signature: _ Date: November 1, 2019 S Devlin-Cert Electrical Compliance Form.xls av SO Town Hall Annex a Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 'aC Southold,NY 11971-0959 ` BUDDING DEPARTMENT TOWN OF SOUTHOLD _ DEC - 5 2019 CERTIFICATION Date,, Building Permit No. �4 Owner: [�Irk A a n-k N( (Please print) Plumber: .:- (Please print) lead. I certify that the solder used in the water supply system contains less than 2/10 of 1% J (Plumbers Signature) Sworn to before me this day of it-&� Notary Public, d� /.e—/ County CHRISTIE HALLOCK _ Notary Public,State of New-York Na,,4831950;-Suffolk County'- �CarnMission:EXOR May K,20A 3 Of SO(/r�°� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [yf'ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] CAULKING REMARKS: r. DATE D.S 3o INSPECTOR OF SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPECTION FOUNDATION 1ST ROUGH PLSG. 4'07 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ?�G I INSPECTOR r � —- - ---- ��1U souryo�o # # TOWN OF'SOUTHOLD BUILDING DEPT. �p • �o `ycourm��'' 765-1802 - INSPECTION [ ] FOUNDATION 1ST [/ROH PL13G. [/] FONDATION 2ND [ ATION/CAULKING MING /STRAPPING [ [ PLACE & CHIMNEY [` ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ -] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOL TION [ ] PR /O REMARKS: 6) g,p[VVAb4U - ".-(,2 1 1 Sal — yl✓ KOVVA tea, R 0 A /Zoo 4 - DATE INSPECTOR • • _ --------------------- F,• ���� /. _� i1 ---' fir' ROUGH FRAMING PLUMBING INSULATI i • STATE ENERGY • 1 11A AA ADDITIONAL COMMENTS _ 1 � , t . / /1 WFA r 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 • \�►/ Flood Permit Examined 20 �D �d ® Single&Separate Truss Identification Form Storm-Water Assessment Form C tact: A,� Approved ` 20 SA JULP�SO�AO� N� ltheil-to;l"l(A-7T Disapproved a/c Iwo of CPhpn'-- Expiration ,20 17 „ Buildind Inspector - APPLICATION FOR BUILDING PERMIT Date re ;,,20 f 1 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining'premises or public streets or areas,and waterways. c.The work covered by this'application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after,the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, and regulations,and to admit' authorized inspectors on premises and in building for necessary inspections. (Sign tune 3f applicant'or name,if a corporation) (Mailing address of applicant) - - State whether applicant is owner, lessee, agent, architect,engineer, general contractor, electrician,plumber or builder Name of owner of premisesf V lYVT JfiF�LJ 4- 64 (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: 1900 I- A JA-rRf1S Ppwa SLLVW,J �l I. House Number Street Hamlet County Tax Map No. 1000 Section :]g Block 3 'Lot '-t b 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 Ae v'a-L b. Intended use and occupancy 3. Nature of work(check which applicable):New Building Addition Alteration (' Repair Removal Demolition Other Work t`� , ` (Description) 4. Estimated Cost 7,500 1 e&- V (T6-be id-o i filing this application) 5. If dwelling,number of dwelling units Num er of.dwelling units on each floor 1 If garage, number of cars10d Z 6. If business,commercial or mixed occupancy, specify nature•and'extent of each type of use. 7 r.r a� �. 7. Dimensions of existing structures, if any: Front ;,g i7 . �� Rear'fib' ' Depth Height Z® Number of Stories Z Dimensions of same structure with alterations or additions: Front ?6 ,I Rear Wo, N Depth U$ Z' Height Zo Number of Stories 8. Dimensions of entire new construction:Front �� a ` Rear �p.c( o Depth Height Z® Number of Stories 7- 9. 9. Size of lot:Front D • 2- Rear I �) Depth //00 © ( 101.Z L) 10. Date of Purchaseq-+ ZO 12- Name of Former Owner pow Po 11.Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO >0 13. Will lot be re-graded?YES NO�Will excess fill be removed from premises? YES NO� 14.Names'of Owner of premises Mftorti r1rhWO Address 1qW It4,WIK &0' Phone No. Sit-ZZO-SIZI Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X *IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED., b. Is this property within 300 feet of a tidal wetland? * YES NOS­ * 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) ��(S�S: COUNTY O6AI M& A►fr ar n being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the l�nr r (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. MSwul before me this day of 20A— TRACEY L. DWYER Notary Pub is IC,STATE OF NEW YORK ignature of Applicant NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,26.'ja Scott-A. Russell ° ��G STco RIMRW.A TIER, SUFERVISOR MANAGENDENT SOU MOLD Towle HALL-P.O.Box 1179 U- {]� �J 58095 Main Road-SOUMOLD,NEWTORK 11971 yij�O Town T own of Soul/Lol CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (.TQ BE COMPLETED BY THE APPLICANT) DOES, TMS s 2,® Il�TLDL Atm' OF THE OO ta: Yes No (CMCX ALL THAT APPLD [jEj A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. M D B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area- ° ❑�j C. Site preparation on slopes which exceed 10 feet vertical rise to = 100 feet of horiiontal distance. ❑ �' D_ Site preparation/within 100 feet of wetlands, beach, bluff or coastal _ erosion hazard area ®j E. Site preparation within the one-hundred-year floodplain as-depicted on FIRM Map of any watercourse. E3(P 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, natupotgontad--bfoFination-s-Date-&-Gotmt�T.a 31dap Nmmber! -Mapterag -does nuLapply f ur-proje If you answered YES to one or more of the above,please submit Two copies of a Skn water Management Control Plan and a completed Check hist Form to the Building Department-vdth your Building Permit Application. APPLICANT [Property Owner,Design P-fessf—L Agen4 Contractor.Other) SCT-W- 4 1000 Date �� Dtslrict - NAME �J'-i 1 tFiL ln� g r,,qg j — / � Sectioa Block Lot ' `FOR BCi1LDING DEPARTMENT USE A{\q,-, Congo Inrarr mitom • -/6 -ZZO -jV 7_3 Reviewed By: Property Address/Location of Construction work _ _ _ ` _ _ _Dais _�— �_-- f Q� p Approved for processing Building Permit. ►��i4Tl+lt J� tormwaterManagementControl Plan Neq Not Ruired. Cn��I"' `A _ _S _ _ _j Stornmaler Management ConlroJ Plan is Required }� ( ornvard to Engineertn_q Department far Revie vJ FARM SViCP-TOS IMAY 2014 ST FpI'�c D G DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD T H Annex - 54375 Main Road - PO Box 1179 FEB 14 gam' Southold, New York 11971-0959 may + �ao� ?,Ipphone 631 765-1802 - FAX 631 765-9502 TOWN OFS® O�roger richert(cr town.southold.nV.us J APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��}�rF�� Date: 2 -/v-- zoi Company Name: Name: iI License No.: email: tj ` a rd A,4-m , I . cov-, Address: / 00 �'4tJRTAAS Phone No.: S/t; - z z o -&Yz 3 JOB SITE INFORMATION: (All Information Required) Name: Y�rT Address: Cross Street: o u ✓� 3ofZ Phone No.: Z-z d - Z • Bldg.Permit#: q 3 LI email: 3 g hegrlxJ @-ho� 4,( ccs Tax Map District: 1000 Section: 7k Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: - Is job ready for inspection?: YES 1 NO Rough In Final Do you need a Temp Certificate?: YES / 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 82-Request for Inspection Form.xis I own Half Annex 54375 Main Road oG� Telephone(631)765-1802 R O_Box 1179 Fax(631)765-9502 �4A - BUILDING-DBRART-MENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datog: ' Zo 11 Owner. — iMPEMIC,) + Location of Properly; 1400 -14)✓h,JAT 1+69 ��7•,� - -=--- Please take notice that the(check appiipable-fne): New commercial or residentfai structure Addition to eAsting commercial or residential structure Rehabilitation to-an e)dsting_commercial or residentiai structure to be constructed.or performed at the subject property reference above will Utilize (check applicable line).- Truss ine),Truss type construcdon (TT), Pre-engirieered-wood construction (PW) Timber construction(TC) in the following loc:ationls) (check aooiicab( (in )• Floor framing, including girders and beams(F) Roof framing(R) �C Floor and roof framing (FR) Signature: 1� Name(person submitting this form): M)a'rt' / l l C d R O Capacity(check applicable line)_ X Owner Owner representative Ta=RaVS-dope Efrecave 1/L2015 ' +1�se �C �pe s Pontino, Susan From: Matthew Ahearn <flightpix@me.com> Sent: Thursday, December 05, 2019 9:49 AM To: Pontino, Susan Subject: Permit 43463 AC ACTIVITY Furnish and install Central Air Conditioning system to consist of the following: Zone#1: Master Bedroom Zone#2:Second Floor Install 1 Trane 2 1/2 ton air handler, model#TEM3AOD30,in residence attic. Unit to be hung from roof rafters with secondary drain pan under it. Supply outlets to be 8x8 ceiling grilles. 2 centrally located returns. Install 1 new Trane 2 1/2 ton condensing unit,model#4TTR3030 at residence exterior not more than 4 feet from building structure and within 50 feet of air handler on pre-cast slab. Create 2 zones by means of April Aire smart zoning using electronically controlled dampers. Zone#3 First Floor Main Zone#4 Den Install 1 Trane 2 ton air handler, model#TEM3AOD24 in residence attic. Unit to be hung from roof rafters with secondary drain pan under it.Supply outlets to be 8x8 ceiling grilles. 2 centrally located returns. Install 1 new Trane 2 ton condensing unit, model#4TTR3024 at building exterior not more than 4 feet from building structure and within 50 feet of air handler on pre-cast slab. Create 2 zones by means of April Aire smart zoning using electronically controlled dampers. Ductwork:Trunk duct system shall be fabricated from 26 gauge galvanized steel.Supply air duct shall be wrapped with 3"foil faced,scrim covering.All branch outs to be 7"class 1,foil type, insulated flex duct. Return air duct shall be acoustically lined.Supply outlets shall be to each room as required. Mechanical equipment, ducting and piping location and design by DJK Heating&Cooling. Included in installation: Control Wiring Low Voltage Wiring 2 White Rogers Thermostats Insulated type L nitrogenized refrigeration pipe Hart& Cooley Quality Grilles All necessary materials, labor, installation and start-up. One year guaranty on defects in materials and workmanship during normal business Matty Ahearn ATTENTION:This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i SECURE HANDRAIL TO WALL ON AT (5E N A L � M O . LEAST ONE SIDE OF STAIR IN T T HEADER AS ACCORDANCE w/MANU. SPEG.'s; SPECIFIED ON S AND NOT PROJECTING MORE PITCHED METAL J HANGER THAN 4'2" INTO 5TAIRWAY; SEE HANDRAIL 5RIP SIZES ADJACENT BY 'SIMP50N' OREQ — — — — — — -— — — — — — — — — — — — — — — — SECOND LEVEL EXISTING TO BE DE'.MOLISHED O HARD WIRED SMOKE DETECTOR — — — — — — — \ 5M w/ BATTERY BACK-UP EXI5TING TO REMAIN O CARBON MONOXIDE \ NEW WOOD FRAME (L.O. CO DETECTOR l)V2" MIN. SPACE BETWEEN WHEN APPLICABLE) WALL AND HANDRAIL STL. \ Q HARD WIRED SMOKE AND CARBON /a PINE RISE � NEW PARTIAL HEIGI�T BO WOOD FRAME (L.G. STL. s/a" PINE TREAD STANDARDS FOR C�RIPPABLE HAND RAIL 5M/CO MONOXIDE DETECTOR COM w/ BATTERY BACK-UP SCALE: NTs WHEN APPL I GABLE; q" X _ O CRO55 5ECTION dJ z fj HANDRAIL 50 G.F.M. EXHAUST MIN. EXIST. BAY WINDOW • � CLEARANCE CIRCULAR NON-CIRCULAR NEW FOUNDATION l^1ALL FAN w/ DAMPER I" ROUNDED NO51 Q TO BE REMOVED MIN. (2) 2"x4" STRUCTURAL 50 G.F.M. EXHAUST w/ya" RADIUS IN 4" &tu ,v, ® FL FAN 4 LIGHT COMBP (TREAD DIMENPSIOW z MIN. �a°-2" PERI , MAXMETER A . ___ POST FOR 4 WALLS w/ DAMPER 2 O (MIN. (2) 2"xb" STRUCTURAL O- P05T FOR 6" WALLS), U.O.N. z w • O I I I UJU I I I 1 (3) 2"x12" P.T. STRINGERS ® m XIST. I I I H/R-21 INSULATION, IF UNDERSIDE I I I EXIST. TUB AND WALL ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL A5 PER MANU. SPEC.s. SEE PAGE I5 FACING STORA&E/NON-HABITAL SPACE BA ROOM I ( I I TO BE REMOVED "A-IOD" FOR NAILING 4 STRAPPING DETAILS. \ m / / / / I �„� I I .J 1 aN(NDow CHART y" GYP. BD. W EGRESS CLEAR ROUGH"OPENING -: ' WINDOW DIMENSION \ �- WINDOW TYPE QUANTITY MODEL # OPENING GALL-OUT WIDTH REOV: 20" EXIST. PORTION TORBE REMOVED ^,- HEIGHT REQ'D:24" TREATED 2"xl2"SILL •z W KI DTH HEIGHT WIDTH HEIGHT OPEN REQ'D: 5."i S.F. FOR CONTACT w/GONG. v— V (IF APPLICABLE) EXIST. DINING � O� = J A DOUBLE-HUNG I I TA54210 3'-b ", '-C? 3'-5 3'-O �" ROOM ;� —� I 1 FIRST LEVEL B PICTURE I DHP56510 5'-`t,. q „ j :. 5:_ 4,_O �: x ®� Q k7ERIOR 1 100D STAIR 17E:TAIL 5GALE: 1/2" = 1'-O" ————— I XIST. WALL TO BE 'k FLOOR PLAN NOTES I REM VEP. ADD TEMP. ; I — PPORT TO F.J.S — WINDOW NOTE: ---- 1 I �L— O I. ALL NEW WINDOWS d DOORE'> SHALL BE -----—_ I — ---------- ANDERSEN 400 SERIES (AS NOTED); INSTALL AS EX15T. STAIR I _ PER MANU. SPEC.'S. FOR SUBSTITUTIONS, SEE ————— I TO BE I I NOTE #q IN "GLASS WINDOWS AND DOORS" ON _ __ REMOVED I 7 PAGE A-100 I -� 2.ALL OLAZIN6 WITHIN 15" OF FF TO BE TEMP. GL. IL uQ ALL KITCHEN CABINETS APPLIANCES TO 5E_\\ E ry E I- — WINDOW /DOOR FRAMING: �p O2 SEE PAGE A-100 FOR FRAMING N ELEMENTS AROUND DOORS AN:::) REMOVED X OR T____7p WINDOWS (TYP. FOR ALL) U.O.N. _ uJ 11 PLAN NOTE: -- 41 EXIST. DECK NO PROPOSED WORK OTHER THAN I 11 KITCHEN d DININ6 ROOM. 1 EXIST. 11 KITCHEN LT--- I II I I I NEW FIRE RE515TANT WALL I BLOCKING;2-1"W. BY 41" L-—_ ————————J HIGH MIN. (----� I � I MIN.DISTANCE REQUIRED = 7" MIN. DISTANCE REQUIRED = 2 " NEVA 8" VENT EXIST. DOUBLE WINDOW THROUGH EXIST. NEW PELLET STOVE ON TO BE REMOVED ROOF FIRE RESISTANT TILE PAD wUPON EXIST. GONG. SLAB. FIRST FLOOR DEMOLITION PLAN _ a Q m EXIST. SLAB Q m 5GALE: 1/4" = P-O" w Q EXIST, Q SUN-ROOM a > 00 I 2 N � DW Z 0- in in 0 0 IST. U n. AT OOM o NEW a N x p KITCHEN 0 w x EXIST. 0 m Y m DN. U F �, O0 WALL N= w 0 — LL OVEN ® N OO OO X p ED " ry pG EXIST. 3 = I PROVIDE ZERO-CLEARANCE Ir FLUE THROUGH ROOF - STcEL — NEW 34" I RVSTALL AS PER MANU. E3 , COLUMN dJ ® HIGH PROVIDE SIMPSON15-'134' RAILING JOIST HANGER (4) 2"X4" 5PEG.'s;PROVIDE FLASHING "595MATCH DEPTH OF POST TO AS NECESSARY F �_ — JOIST HEADER ul POST FROM EXIST (4) 2X10 POST FROM EXIST. SLAB m— 4) 2"X4" EX15T(3) 2X12 UP ABOVE EXIST. 3 " STEEL ABOVE (3) 1.-15"x1.25 2.0E 6P LAM W/ _ _ _ _ _ I EXISTING ROOF COLUMN POST TO (2) •315 STEEL FLITCH PLATES• HEADER FLUSH HEADER (I) 2X6 FURRED ADD (U I."15xq.5 2.0E 6PSTUD ® BTM OF BEAM I PROVIDE METAL I PROJECT: D LAM TO EXIST. GIRENEW R UP EXIST. GARAGE ROOF BRACE ONLY BETWEEN COLUMNS; BOLT W/4"X5" LAC, BOLTS 3-3 UP AND DOWN 1' 00 EXIST. I AH EAR N PLAN NOTE: OPENING NO PROPOSED WORK OTHER THAN KITCHEN 8 DINING ROOM. I RENOVATION NEW DINING - - - - - - - - - - - - - - - - - - - - - ROOM mtL cv� x� dJ0 tV- N= 1400 H IAWATHAS PATH X ® x ® SOUTHOLD, N.Y. 11971 w X to ! DRAWING TITLE: I 2 B DEMOLITION PLAN PROPOSED FIRST FLOOR PLAN I CL EXISTINO SUN-ROOM ROOF FLAN SUN-ROOM ROOF PLAN FOUNI�AT1ON FLAN PROPOSED 1=1RST FLOOR �� `�'� PAGE: SCALE: I/4" = I'-O° SCALE: 1/4" = 1'-0" A-200 OCT 3 1 2019 DATE: 10/23/19 3 OF 4 r 26 PrN Y! + E FOR R � T 7 JJr o ' •Y„ 4 f 4 COMPLY WITH ALL CODESFw r , -''N YORK STATE & TOWNCODES F.,..• ijEQUIRED -- w 03 so C {Qf'yS�- = J -r .a''yN cm v'spnoll ^i CE<<;T IFiCATION ON'i LEAD CONTENT BEFORE OF OCCUPANCY iLDER � . USECnT :,r r. PLY SYSTEM EXCEED2110 OF 1% LEAD. a. FA '"! S ORPf %�IATER RU FF IN r E•.,;�UU01T TO Cti APTER 2 .s� PLUMBING OF THE TO vll CODE. ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING ,. .. ... ..,. ..;� �W�a LuuG� ani'� "`^i •P. '..eyr,�.. + r '� .. . .'. .- . - _ ,_ ,<<'.,,-,, •,'w•sa.,.a'w='.,... •,,,,...,..,' Z W O U Q O W D App, Po'r>, / o zzto PROJECT: AH EAR N RENOVATION ARCHITECTURE ANTHONY PORTILLO, R .A. , LEED AP '77:77.7771--'r- 7- �- Rv"" •.a -• . � rymptt✓pt, W c "} �. 3 1n « a '� ? ' 771 .77777== i7qzss. . aw ° �Y. "bavw�m6�• k+�.,:-M„Y1',ti4'ut::W.�ii4`>w.rt�3�".:�ikas...+.,m.'�,iil Y•. J :5jtid`�':nOS.Y Ka.M�.rarr 1400 H AWAT HA S PATH SOUTHOLD, N.Y. 11971 { 4„ .ja ® AIN ROAD 254 36TH STREET, SUITE 256 MXF DRAWING TITLE: r .r I � .Y. 11952 BROOKLYN MY11232 LLC TITLE PAGE x u:516-214-0160 0:716-572-4741 PAGE: a DATE: 1/21/19 1 OF 4 t - NOTES � SFEc.,f I GAT I ONS PLUMBING IT 15 THE CONTRACTOR'S RE5PON51BILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DW) TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, SYSTEMS TO NYC PLUMBING CODE AND NYC, DEP REGULATIONS AND NYC SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK BUILDIN55 BULLETIN 2008-005. INSULATION EENESTRATI ON REOU I REMENTS T- 100 TITLE PAGE 2. PROVIDE HOT AND GOLD SHUT OFF VALVE5 AT ALL FIXTURES. - GENERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION GOMFONENT PROPERTIES NY5EG0 2015 TABLE COMPLIES I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE AND AT BASE OF VERTICAL WASTE PIPES. R402.1.2 APPLICABLE BUILDING DEPARTMENT. 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER R-13 CAVITY INSULATION MIN. + R-5 AS PER 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. R-5 CONTINUOUS INSULATION FOOT. EXTERIOR WOOD FRAME WALL R-VALUE TABLEE 4 402.1.2 OF NYS YES A- 100 GENERAL NOTES ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING ENERGY CODE - ZONE 4 STRUCTURAL DESIGN LOADS STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: - DISH WASHER.........................................2" � NYSEGG 402.1.3 AND TABLES 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES U-VALUE= 0.250 AIR 402.1.1 AND 402.1.2 MAXIMUM YES STRAPPING & NAILING DETAILS - KITCHEN SINK........................................2" WINDOW U-FACTOR AND AUTHORITIES HAVING JURISDICTION. - LAVATORY...............................................2" LEAKAGE 0.30 CFM/5F U-FAGTOR=0.35 MAXIMUM - 5HOWER/TUB..........................................2" AIR LEAKAGE=0.30 GFM/SF11 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY -�®® DEMOLITION PLAN - TOILET........................................................3 ------ OF THE OWNER/BUILDER - LAUNDRY .................................................2" FIRST FLOOR PLAN 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS - FLOOR DRAIN..........................................3" SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING „ TABLE RSOI .� SUN-ROOM ROOF PLAN WITH THE WORK. b. ALL SYSTEMS TO HAVE ONE 3 MAIN VENT STACK AND INCREASED TO 4"THROUGH ROOF. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS b. NO DEVIATIONS OR CHANGES TO THP- STRUCTURAL SYSTEM SHALL BE MADE7 PROVIDE FROST-PROOF HOSE $IBS WITH EASILY ACCESSIBLE DRAIN ELEVATIONS UNLESS APPROVED BY THE ARGHITEGT/ENOINEER. DRAIN GOGK5 AS REQ'iD. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW STRUCTURAL MEMBER ALLOWABLE DEFLECTION BUILDING SECTION '1. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS PROTECTION. BEFORE THE START OF FRAMING 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TU55 ARE TO BE PROVIDED RAFTERS HAVING SLOPES GREATER THEN 3/12 L/180 PLUMBING RISER DIAGRAMS 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. WITH BACK FLOW PROTECTION. W/ NO FINISHED CEILING ATTACHED TO RAFTERS 4. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 4. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL HEALTH DEPARTMENT STANDARDS AND REGULATIONS. INTERIOR WALLS 6 PARTITIONS H/180 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR LLJ CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL TO CONGEALMENT OF PLUMBING. FLOORS 4 PLASTERED CEILINGS L/360 W 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA II. NOTGHIN6 AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. ALL OTHER STRUCTURAL MEMBERS L/240 STRUCTURAL DESIGN LOADS AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTENV NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED PERMISSION FROM THE ARCHITECT. NOR ANY POTENTIAL DAMAGE THEREOF. EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 12. THE ARCHITECT 15 NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 USE LIYE LOAD DEAD LOAD _ J RESPONSIBLE FOR DESIGN INTENT ONLY. EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HES L/240 - V -� ELECTRICAL: EXTERIOR BALCONIES 60 psf 15 psf 13. THE CONTRACTOR SHALL OBTAIN Gf-RTIFIGATE OF OCCUPANCY. I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM P TO 2011 NATIONAL ELECTRIC CODE, NFPA 70 AND 2015 INTERNATIONAL ENERGY EXTERIOR WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 Q ;y 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL CONSERVATION CODE. DECKS 40 psf 15 psf TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR 5-IALL REMOVE ALL RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON BROOM GLEAN. COMPLETION OF WORK. PA55AN6ER VEHICLE 6ARAOE5 50 psf AS PER PLAN 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: ATTICS WITHOUT 5TORAGE (ROOF BELOW 3 PITCH) 10 psf 15 psf . LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES - GENERALLY, VERIFY OR PROVIDE HARD WIRED AND ORDINANCES. SMOKE DETECTORS w/BATTERY BACK-UP IN: psf 15 psf ATTICS WITH STORAGE (ROOF ABOVE 3 PITCH) 20 I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF A. EACH SLEEPING ROOM THE 5U5-GONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER ROOMS OTHER THAN SLEEPING ROOMS 40 psf IS psf COMPLETION OF PROJECT. B. OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF \\\ 17. THE CONTRACTOR SHALL INDEMNIFY' AND HOLD HARMLESS THE OWNER, THE BEDROOMS (GENERALLY THE HALLWAY) SLEEPING ROOMS 30 psf 15 psf ARCHITECT/ENGINEER, AND THEIR A6ENT5 AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, (INCLUDING G. EVERY LEVEL OF DWELLING STAIRS 40 psf 15 psf ATTORNEYS FEES AR151NO OUT OF OR RE5ULTIN5 FROM THE PERFORMANCE OF (BASMENT, FIRST FLOOR, 4 SECOND FLOOR,ETC) THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, 1_055 OR EXPENSE (A) 61JARDRAIL5 AND HANDRAILS 200 psf 15 psf 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO INJURY TO OR DESTRUCTION OF TAN5113LE PROPERTY (OTHER THAN THE WORK ITSELF INCLUDING THE L055 OR USE REE5ULTIN0 THEREFROM). (B) 15 CAUSED IN GLASS WINDOWS AND DOORS ROOF LOADING (LIVE = 6ROUND SNOW LOAD) 20 psf 12 psf FOR ATTIC WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE I. ALL 6LA55 TO BE INSULATED LOW-E,UNLESS OTHERWISE SPECIFIED. P IS psf FOR CATH. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER EMPLOYED BY ANY OF THEM, OR ANYONE FOR WH05E ACTS ANY OF THEM MAY CLEARANCES ARE PROVIDED. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH PARTY INDEMNIFIED HEREUNDER. 3. ALL 5LIDIN6 GLASS DOORS, 5KYL16HT5, AND ANY 6LA55 UNIT INSTALLED A5GE 7-10 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING,NAILING, PLACING UNLESS OTHERWISE NOTED. OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED EY THE CONTRACTOR 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH CLIMATIC AND CcEOGRAPHIG DESIGN CRITERIA TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWIN65, SPECIFICATIONS, APPLICABLE CODES AND 600D PRACTICE. DEVIATIONS FROM THE DRAWIN65 MANUFACTURER'S SPECIFICATIONS. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN GROUND SNOW LOAD 20 LB5 AUTHORIZATION OF THE ARGHITEGT/EN�SINEER. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE ENERGY CONSERVATION CODE. BASIC WIND SPEED 130 MPH 14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY 5HOP DRAWINGS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS b. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR PERTAINING ARE TO BE FIELD VERIFIED. ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6"OF AN EXTERIOR SURFACE. EXPOSURE CATEGORY B 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK 7• ALL EXTERIOR DOOR5 ARE TO BE WEATHERED 5TRIPPED AND PROVIDE ALL SEISMIC DESIGN CATEGORY B WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. SCREENS AND HARDWARE NF-CE55ARY FOR PROPER FUNCTION OF SUCH UNITS. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUF/ACTURER'5 8. ALL 6LA55 IS TO BE FREE OF SCRATCHES ANC IMPERFECTIONS. 6LA55 I WEATHERING SEVERE SPECIFICATIONS, UNLE55 NOTED OTHEF:WI5E. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. 22. PROVIDE FIREBLOCKING AS PER NEW YORK ACCESSIBILITY STANDARDS. 4• ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH FR05T LINE DEPTH 3'-0" ANOTHER WINDOW MANUFACTURER, IT IS THE RESPONSIBILITY OF THE 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH I TERMITE MODERATE TO HEAVY UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE COPYRIGHT PROTECTION ACT OF 1440 (AWCPA), WHICH HAS SEVERE PENALTIES. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DEVON PRESSURE, ICE BARRIER REQUIRED YES ROUGH OPENING, U-FACTOR, L16HT AREA,VENT AREA, AND EGRESS I REQUIREMENTS. Z w 10. WINDOW5 IN TU5/5HOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CODES AND REFERENCE STANDARD: TEMPERED CLASS. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2015 INTERNATIONAL 0 $UILDING CODE, 2015 INTERNATIONAL RESIDENTIAL GORE, AND 2015 PROPERTY MAINTENANCE CODE. I;.I 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF Q WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2012 HOOD FRAME CONSTRUCTION MANUAL BY AF 4 PA. 5. ALL PLUMBING WORK SHALL CONFORM TO THE 2015 INTERNATIONAL PLUMBING w CODE. "4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL MECHANICAL CODE AND 2015 INTERNATIONAL FUEL GAS CODE. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC CODE, E 01AC NFPA 70 AND 2015 INTERNATIONAL ENERGY CONSERVATION CODE. a M. e > . GENERAL WIND PROTECTION CONNECTION NOTES: ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL CONSTRUCTION;55TD 10-44 AND 2015 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION N I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, �t ,t •„ 4 , 40rD 0 FLOORS, 5TUD5 AND ROOF FRAMING SHALL BE PROVIDED. /�' /� ^ I^I I^I lel' 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT NAIL I N O/S TRA F F I NO l=: Y `4 I N D O Y `4/DOOR H E AD E R INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3. METAL PLATES, CONNECTORS, 50REW5, BOLTS AND NAILS EXPOSED DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL NOTATION: DONT 1 NUOUS BUILT-Uig O I RDERS THREE OR t'1ORE SUFFOR75 PROJECT: AREAS SHALL BE STAINLESS 5TEE.- OR HOT DIPPED GALVANIZED. 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL A- NUMBER OF 8d NAILS a EA. END OF STRAPPING (3.1, P. 15'7-2001) CONNECTION PATTERN SCHEDULE SHEATHING AND SIDING, FRAMING ANCHOR5 OR CONNECTORS SHALL BE B- NUMBER OF 51LL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (3.235, P. 143 -2001) AH EAR N PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS G- NUMBER OF FULL HEIGHT KING STUDS BETWEEN I/6 AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. a EA. SIDE OF HEADER (3.23C, P. 143 - ALTERNATE�3.23D, PG. 144 -2001) GONECTION a 1/4 OF A 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR 0= OPPOSING D- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KING STUD DESCRIPTION RAFTERS EXCEPT WHERE COLLAR TIES OF IX6 OR 2Xz LUMBER 15 LOCATED TO END OF HEADER a EA. SIDE (3.7, P. 151 k WORK5HEET-2001) PATTERN ASSEMBLY REQUIREMENTS: RENOVATION IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF RAFTERS. E- NUMBER OF JACK STUDS a EA. END OF HEADER (3.22F, PI41-2001) MAX.52" WHEN GIRDERS MADE UP OF JOISTS NAILED TOGETHER b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. A D F- NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD A (2)ROW5 IOd NAILS o 12"O.c. P 51DE BY 51DE ARE CONTINUOUS OVER THREE OR MORE 7. FLOOR TO FLOOR HOLD-DOWN5 TO BE PROVIDED EVERY 48 AND EVERY TO END OF 51LL(S) 0 EA. 51DE (DOES NOT APPLY TO DOORS) SUPPORTS, JOINTS ARE TO BE LOCATED BETWEEN ONE 16" WITHIN 4' OF EXTERIOR CORNER:5. (3.8, P. 157 bWORKSHEET -2001) a (3)ROWS IOd NAILS m 12"O.G. SIXTH AND ONE QUARTER THE SPAN LENGTH FROM AN 8. SILL PLATE TO FOUNDATION ANCHORAGE; SILL PLATE SHALL BE ANCHORED C P INTERMEDIATE SUPPORT. NO TWO ADJOINING JOISTS, 1400 HIAWATHAS PATH (2)ROW5 I/2" ,P BOLTS• 12"O.G.5TA66ERED; TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MN. BOLT DIAMETER c NOR MORE THAN ONE THIRD THE TOTAL NUMBER, ARE OF J" AND 3"X 3"X�" WASHER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE DSL.•ENDS BUILT UP 61RDER MAX,52" TO BE JOINTED ON THE SAME SIDE OF THE SUPPORT. SOUTHOLDs N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR E FA57ENINO 5GHEDULE B D (2)ROWS I/2" m BOLTS m I6"O.G. BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONCRETE/MASONRY ROUGH OPENING FRAMING REOUIREMENTS FOR WINDOW/DOOR OPENINGS NAILING: FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS [IN ACCORDANCE WITH WOOD FRAME E (2)ROWS I/2" m BOLTS m 24"O.C. TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE SIDE DRAWING TITLE: AND AT 5PAGIN6 NOT EXGEEDIN6 4' ON CENTER. CONSTRUCTION MANUAL 2001 EDITION( -- BETWEEN 1/6 WITH IOd NAILS, TWO NEAR EACH END OF EACH PIECE, (2)ROWS 5-3/8'TRU55LOCK SCREWS m 12"O.G. S 1/4 OF A D 5"RENIED ON lU SIDE of MEMBER OTHERS 5TA66ERED WITH A DISTANCE OF 16 INCHES GENERAL NOTES A NOTATION (2)ROW5 5-3/8"TRU55LOCK SCREWS• 16"o.c. P, BETWEEN NAILS IN A HORIZONTAL LINE; OR GIRDERS ARE 6 SCREWED ON(1)SIDE OF MEMBER TO BE NAILED FROM EACH SIDE w/ IOd NAILS, TWO NEAR STRAPPING & NAILING DETAILS ROUGH A B G D E F 6 EACH END OF EACH JOIST, OTHERS 5TA66ERED W/ A H (2)ROWS s-3/8"TRu55LocK SCREWS• 24"O.G. DISTANCE OF 32" BETWEEN NAILS IN A HORIZONTAL LINE. STRUCTURAL DESIGN LOADS OPNG SCREWED ON(1)SIDE OF MEMBER (2)ROW5 5"TRU55LOCK 5CREW5 0 12"O.G. THREE-PIECE 2'-0" 2 1 1 1 1 1 SCREWED ON BOTH SIDE OF MEMBER BUILT UP GIRDER MAX.52" THREE-PIECE 61RDER5 ARE TO BE NAILED w/ 20d NAILS IK (2)ROWS 5"TRUS51-OCK SCREWS 0 16"O.G. ON EA. 51DE w/ TWO NEAR EA. END OF EA. PIECE, INGLUDIN6 4'-0" 4 1 2 2 2 2 SCREPqED ON BOTH SIDE OF MEMBER INTERMIDIATE JOINTS, AND w/ THE OTHERS STAGGERED w/ (2)ROWS 5"TRU55LOOK SCREWS m 24"O.G. BETWEEN 1/6 A DISTANCE OF NOT MORE THAN 32" BETWEEN NAILS IN A PAGE: L REQUIRES SILL PLATE OF 2"xb" (MIN.) 6'-O" 5 I 3 3 3 SCREWED ON BOTH SIDE OF MEMBER t I/4 OFA HORIZONTAL LINE. ja 3 REQUIRES (3) 2"x12" HDR (MIN.) -1 A FOUR-PIECE 61DER5 ARE TO BE A55EMLED AS SHOWN, AND 8'-0" 7 2 3 4 4 4 I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON NAILED W/ 2Od NAILS AS SPECIFIED FOR THE THREE-PIECE A-10W PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER b CONNECTION PATTERN'B'WHEN 10"OR LARGER P, GIRDER. 2.WHEN 50REWING OR NAILING FROM GOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: OFFSET FASTENERS 1/2"FROM ONE 51DE TO THE OTHER BUILT UP 61RDER P 61RDER5 ARE TO BE SECURELY ANCHORED TO MASONRY PIERS, DATE: 1/21/19 2 OF 4 NAILED TO WOOD P05T5 OR BOLTED TO STEEL COLUMNS. 0EN AL ALL NEW WINDOWS 8 DOORS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEG.'s. SEE PAGE "A-100" FOR NAILING 4 STRAPPING DETAILS. _ EXISTING TO BE DEMOLISHEDO HARD WIRED SMOKE DETECTOR 5M w/ BATTERY BACK-UP EGRESS EXISTING TO REMAINROUGH OPENING- WINDOW DIMENSION CLEAR O CARBON MONOXIDE WINDOW TYPE QUANTITY MODEL # OPENING NEW WOOD FRAME (L.G. GO DETECTOR GALL-OUT WIDTH RE STL. WHEN APPLAPPLICABLE) Ca'D: 20" Q HARD WIRED SMOKE AND CARBON WIDTH Er=IGHT WIDTH HEIGHT HEIGHT REC2'D:24" NEW PARTIAL HEIGHT _� _ OPEN REC;z'D: 5."i S.F. WOOD FRAME (L.G. 5'TL. 5M/GO MONOXIDE DETECTOR COMBO A DOUBLE-HUNG I TW34210 3-b"� � 3-O � 3-O w/ BATTERY BACK-UP _ JL WHEN APPLICABLE) B PICTURE I DHP56310 5, j. . j� 4-p I 5-7 4'-0 50 G.F.M. EXHAUST , 11__ _ :i— it. -- ---NEW FOUNDATION WALL11 FAN w/ DAMPER _ EXIST. BAY WINDOW TO BE REMOVED MIN. (2) 2"x4" 5TRUCTJRAL 50 G.F.M. EXHAUST ® FL FAN 4 LIGHT GOMBP FLOOR PLAN NOTES _------- POST ______POST FOR 4" WALL5 W DAMPER (MIN. (2) 2"x6" STRUCTURAL POST FOR b" WALLS), U.O.N. I WINDOW NOTE: O I. ALL NEW WINDOWS $ DOORS SHALL BE O ANDERSEN 400 SERIES (AS NOTED); INSTALL AS I I I I PER MANU. SPEC.'S. FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS AND DOORS" ON PAGE A-100 X I ST. 1 1 2.ALL GLAZING WITHIN 18" OF FF TO BE TEMP. GL. BA ROOM i TO BE REMOVED (\"�) i i EXIST. TUB AND WALL -- I WINDOW /DOOR FRAMING: O2 SEE PAGE A-100 FOR FRAMING Lu ELEMENTS AROUND DOORS AND WINDOWS (TYP. FOR ALL) U.O.N. EXIST. PORTION OF WALLS TO BE REMOVED W L ox = J EXIST. DINING � O� ROOM U J T ®� Q x FSS EXIST. WALL TO BE REMOVED. ADD TEMP. SUPPORT TO F.J.S -------------\---------- IL � uQ ALL KITCHEN CABINETS N d APPLIANCES TO BE F — REMOVED xLu ~ II ttt PLAN NOTE: ___ 41 II NO PROPOSED WORK OTHER THAN j 11 EXIST. DECK KITCHEN d DINING ROOM. II EXIST. II KITCHEN a T_____ II I I i NEW FIRE RESISTANT WALL I BLOCKING;21"W. 5r41" L---------------J HIGH MIN. (----� I +LI _ J = EXIST. DOUBLE WINDOW NEW 5" VENT TO BE REMOVED THR,OUc"3H EXIST.— NEW PREFAB WOOD ROOF BURNING STOVE ON FIRE RESISTANT TILE PAD UPON FIRST FLOOR L:'E-MOL.i TI ON FLAN EXIST. GONG. SLAB. O O — Q m EXIST. SLAB 4 0 EXIST. 50ALE: 1/4" = I'-O" ry 5'-- e"-- A SUN-ROOM O Op 1 2 M9 DW [ - J W 1ST. 0 BAT OOM J Lc ll- NEW Q O K I TCHEN X N x DN. w w �i X 0 > El O LN N - w0 u- (DOM x N — fl tox ARC EXIST. 3 �" '� - I PROVIDE ZERO-GLEARANGE STEEL FLUE THROUGH ROOF - ' COLUMN TMATCH DE 5IMP50IN I INSTALL AS PER MANU. HANGER; (4) 2"X4" SPEG.'s;PROVIDE FLASHING 15'-a3/4" DEPTH OF: A -1'-II� HEADER—POST TOI AS NECESSARY -1'-q3�4 4 P05T FROM EXIST (4) 2X10 PO5T FROM EXIST. SLAB .5'75P LAM 1^'1 e — — — _ — _ _ ABOVE �� ABOVE (4) 2"X4" (2) .3-15 STEEL FLITCH PLATCS;� EXIST(3) 2X12 I I O� UP EXIST. 3 STEEL P ST TO FLUSH HEADER EXISTING ROOF COLUMN — ADD (1) I.'15xctS 2.OE GP UP H ADER `\ I PROVIDE METAL LAM TO EXIST. GIRDER EXIST. GARAGE I PROJECT: ONLY BETWEEN COLUMNS; ROOF BRAGS BOLT W/4"x5" LAG BOLTS UP AND DOWN 1' OGHEAR N PLAN NATE, I NO PROPOSED WORK OTHER THA KITCHEN d DINING ROOM. J _ I RENOVATION xO NEWDINiNG - - - - - - - - - - - - - - - - - - - - O ROOM m IL ° 1400 H IAWATHAS PATH X x ®X SOUTHOLD, N.Y. 11971 w DRAWING TITLE: 1 2 B DEMOLITION PLAN PROPOSED FIRST FLOOR PLAN _�. EX I ST I NO SUN-ROOM ROOF PLAN SUN-ROOM ROOF PLAN md o 50ALE: 1/4" = I'-O" Q Q MR FOUN17AT1 ON FLAN FROFOSEI� FIRST FLOOR PAGE: SCALE: I/4" = I'-O" SCALE: 1/4" = I'-O" A-20U DATE: 1/21/19 3 OF 4 i O N -- PROVIDE ---- - - --- - - ZERO-CLEARANCE FLUE THROUGH ROOF - INSTALL -- ---- PROVIDE METAL AS PER MANU. 5PEG.'s ROOF BRACE -------------- O W E— U W F- U = J Q FROPOSED OH I MNE`I' - R 16HT ELEVATION PROPOSED OH I MNEY - REAR ELEVATION SCALE: 1/4" = I'-O" SCALE: 1/4" = 1'-0" a, 4" FRESH AIR VENT u- J I L THROUGH ROOF 0 I O EXIST. EXIST. G.J. < \ Q I I I I - � I � I (3) 1.75"x7.25 2.OE GP I LAM W/(2) .375 STEEL v I NOTE: Z w EXIST. FLITCH PLATES;FLUSHEXIST. ALL PLUMBING WORK 0 i O SHALL CONFORM TO ATTIC HEADER BEDROOM I O LOCAL PLUMBING CODE p I PROVIDE "ABE500 FP200 FR I EXIST. F.J. EXIST. F.J. z I EXPANDING FOAM" (OR EQUAL) I AT ALL PENETRATIONS IN FIRE iu I RATED WALLS AND 0 I I V LEGEND Lu I I I FLOORS/GEILIN55. PRODUCT !u CONFORMS TO A5TM E V4, L±j ____ HOT ATER 0 I I I A5TM E 84, AND UL 1479 - W SUPPLY I I EXIST. WALL TO BE I REMOVEDI GOLD WATER w SUPPLY KITCHEN NOTE KITCHEN I I ALL PLUMBING WORK PROVIDE "ABE500 FP200 FR SHALL CONFORM TO EXPANDING FOAM" (OR EQUAL) Qr - LOCAL PLUMBING CODE AT ALL PENETRATIONS IN FIRE r I I 0RATED WALL5 AND A& NEW DINING I I NEW O r-2 ROOM I I KITCHEN I O FLOORS/CEILIN55. PRODUCT 1 3 GLEAN OUT p CONFORMS TO ASTM E V4, ` 0 G i AS REQ'D ASTM E 84, AND UL 1479 EXIST. F.J. N EXIST. F.A.I. TO 04 >a !� REMAIN (\/.I.F. 2.. ABOVE DFE) IL EXIST. (4) 2X10 HEADER � 1v cY � (P DW 2 N� 1N ICE A p D G.O. 1— DW MAKER COLUMN STEEL G.C�_..---- t ----� q `�" )r r — -- - G.O. -------- ----- --------.-------- N SEE FOUNDATION PLAN z 4 CONNECT TOI O EXIST. WATER FOR ADDITIONAL I i PROJECT: H � SUPPLY SYSTEM I EXIST. REQUIRED STRUCTURE U�- 4" HOUSE BASEMENT Uwi MAIN DRAIN U F j I 0)r w4" �0 I AHEARN 0 W HOUSE TRAP N tu z ° < o w RENOVATION 5U I LD I NO SEOT 1 ON A/A-500 lu G.O. W < Y SCALE: 1/4" = 1'-0" N N L u L I i 1400 HIAWATHAS PATH BACKFLOW PREVENTION: 4" TO SEWER I TO STREET SOUTHOLD, N.Y. 11971 PROVIDE BACKWATER SYSTEM BACKFLOW PREVENTION: VALVES IN COMPLIANCE WITH PROVIDE BACKWATER I r '` R MAIN P0115 $ BG 5501.1 VALVES IN COMPLIANCE WITH DRAWING TITLE: AMENDMENTS TO ASCE 24-05 BG 5501.1 AMENDMENTS TO SECTIONS 7.3.3 d 7.3.4. ASCE 24-05 5EGTION5"1.3.3 4 ELEVATIONS 7.3.4. BUILDING SECTION FLUME I NO RISER - I7RA I N / NAST E / VENT FLUMB I NO R 1 SER - SUFFL`r PLUMBING RISER DIAGRAMS SCALE: NTS SCALE: NT5 PAGE: jr u 91 a 1-173vo DATE: 1/21/19 4 OF 4