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Home My WebLink About40944-Z Town of Southold 1/23/2018 P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 39471 Date: 1/23/2018 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 3390 Cox Neck Rd, Mattituck SCTM#: 473889 See/Block/Lot: 113.-8-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Pernut heretofore filed in this office dated 8/17/2016 pursuant to which Building Permit No. 40944 dated 8/30/2016 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 INCLUDING DECK REPAIR TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to O'connor, Christopher of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40944 05-18-2017 PLUMBERS CERTIFICATION DATED 07-24-2017 Matqtuck Plumbing A ho e Signature s="=["/�" TOWN OF SOUTHOLD BUILDING DEPARTMENT '' TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40944 Date: 8/30/2016 Permission is hereby granted to: O'connor, Christopher PO BOX 342 Mattituck, NY 11952 To: construct alterations and repairs to existing single-family dwelling as applied for. At premises located at: 3390 Cox Neck Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 113.-8-3 Pursuant to application dated 8/17/2016 and approved by the Building Inspector. To expire on 3/1/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $277.60 CO -ALTERATION TO DWELLING $50.00 Total: $327.60 Buil Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. �� I ri 1 ` New Construction: Old �or�Pre-existing Buildin • (check one) Location of Property: d �N�, N_ "L House No. Street Hamlet/ Owner or Owners of Property: �—,X Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: /�qVV Permit No. h Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ ✓O Applicant Signature �O��pF SO!/lyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.o Box 1179 roger.richertCaD-town.southoId.ny.us Southold,NY 11971-0959 COU '�,�a BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: O'connor Address: 3390 Cox Neck Road City- Mattituck St: New York Zip: 11952 Building Permit#- 40944 Section: 113 Block: 8 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Nicholas Kerner Electric License No 42972-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation Loft X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 16 Ceiling Fixtures 10 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt 1 Recessed Fixtures 14 CO Detectors Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt 20A Emergency Fixture Time Clocks Disconnect Switches 24 Twist Lock Exit Fixtures f] TVSS Other Equipment: 2- Combination Smoke/ CO Detectors, 1- Exhaust Fan, 1- Ceiling Fan, 1- Wall Fan, 8 ft. of Lighting Track, 2- GFCI Circuit Breakers, 5- ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: May 18, 2017 0-Cert Electrical Compliance Form.xls aE 1 [ Tclephone(631)765-1802 Fay M I I MOL A09. P.O.Box 1179 Southold,NY 11971-0959 l BUaDING DEPARTMEW D TOWN OF SOUTHOLD JUL 2 8 2017 BUILDLNG DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: 7 1 7 Building Permit No. �O q 4q 1 Owner: Ckr IS r�V Co AY1e ✓ (Please print) /KAPlumber: r i�� /Y1 Aq (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. ( lumbers Signature) Sworn to before me this 2y day of 20 A SEA L. CHALONEublic, State of New Yorkation #01CH6287106ed In Suffolk Counton Expires Aug. 5,20 Notary Public,�y�'�t�`� County qvqq✓I SOUlyo ti 6 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) REMARKS: *VVr t KA0(v DATE �� 3 INSPECTOR 4 OF SO(/1�0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FO DATION 2ND [ ] INSULATION [ RAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL RIC AL (F AL) REMARKS: �+ymo I'wa 41 piYl DATE �4 l�' INSPECTOR � pF SO40� AUTyo� Gi�O ,p TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �Q ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 12"11 INSPECTOR SO�lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION CAW K/17 [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: �W'kt L DATE INSPECTOR OF SOcoulm UIy� 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ( ] FOUNDATION 1ST ( VOUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: bmlla 415k�K �►bD1p- DATE 12112-0 INSPECTOR pF SOUryo� 4,f O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) REMARKS: DATE r INSPECTORV OFSO(/lyo � <o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL OUGH) [ ] ELECTRICAL (FINAL) R ARKS; ✓ tk l-rub AO 41 L tv DATE INSPECTOR ENERGY EFFICIENCY CERTIFICATE `�3 10 Cor- City: Address. v>' City_ mQ,�I+uCk _ State N �Lp Code 1.13T)-- RESIDENTIAL .l_3. RESIDENTIAL COMPLIANCE PATH tt (Onry one shad apphj Prescricriptive ptive R C PresU C °; Prescriptive UA C Performance C ERI C Index: m COMPONENTVALUES Ceing R or U value: Wood Frame Wal R or U-value: Mass Wall R or U value: FI=R or U-value: -- u b Basement Wall R-value: 0 Slab R-value: : ' u OwA Space R value: v Fenestration U-Factor SHGC: 8 Myfght if Factor: � Quos Outside of Thermal Envelope R-value:Supply R-8 C Other R-& C 42 u Bilft Envelope Ar Leakage: Aur Changes pet Hour Duct System Ar(6al5ge: CFM per 100ft2 Rough In Testing: C Post Construction Testing: C fi H j Heating System Efficiency a • Cooing System Eficiency SQ! Water Heating Efficiency: 0 . Gays Fired Unven ted Room Heater: C r Electric Furnace: C c Baseboard Electric Heat C �L Vr v This Cffgc*is based mart 2015 h*matrana!Enew A Cortservaiort Code mrd dee 2015 h*mabonal Residential Code. This Cer6fimfe shat be posted on orin the e%bxal dsbibubon panel. 13 4 ROBERT C. TAST, ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 September 16, 2016 Town of Southold Building Department Town Hall Southold, NY 11791 Attention: Michael Verity RE: O'Connor Residence 3390 Cox's Neck Lane, Mattituck Dist. 1000, Sec. 113, Blk. 08, Lot 3 Dear Mr. Verity: This is to certify that to the best of my knowledge and belief, the construction work progressing at the above location is not a demolition project as defined in the Town Code. This is also to state that any new work required to complete this project will be done within the existing building's footprint and in conformance with the Southold Town Code requirements. Please contact me with any questions. S' cerely, PSE OF NEW Y O CHA#4,, 9'f � a Robert C. Tast, Architect RCT/ cc: Chris O'Connor �F ti0. 1oj3ti ti~ • c�sTERED Nit D SEP 0 2016 sun DING DEPT. TOWN OF SOUTHOLD FIELD INSPECTION REPORTCOMMENTS FOUNDATION(IST) FOUNDATION (2ND) ROUGH FRAMING • PLUMBINGVA U117 fir � - _ ��3t'' � � '!�� ;'►�i► INSULATION . . ENERGYSTATE • 1 rf,alUSrorf, ' OUR rR )JA� l ADDITIONAL , . . TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUI,Lt)IN, 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 SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees /> I n Flood Permit Examined q1l/ ,20 `P Storm-Water Assessment Form Contact: Approved 2L Mail to: Disapproved a/c Phone: I n�� ,�� 3 l J(r�Jlp Expiration 20 Buil g ector D (��(� VE LICATION FOR BUILDING PERMIT LL�� 1155 VV Date �!,/6V`Vr � r✓' , 20 �w AUG 1 7 2016 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, aal kale. Fee according to schedule. b. PTQjA)P4JQ"f 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,ho ' g code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspecti 17 -- (S a of applicant or name,71a a corporation) PO 90ry< 342 NAlu l*0k=1 tl�f (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder , ' W N E I(S Name of owner of premises PNE�fz J • a�G(>N No o� (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. 510�i - 14 (R P R INC(-re NJ • �N G Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 3'J�61d M e",-K L-AN h House Number Street Hamlet County Tax Map No. 1000 Section ( Block 4#2 Lot Subdivision Filed Map No. Lot w � 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ( j%M I t>( b. Intended use and occupancy ( +"' t_1 O C+NAlkj 3. Nature of work(check which applicable): New Building Addition Alteration ✓` Repair Removal Demolition Other Work (Description) 4. Estimated Cost �� _phi r' Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 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. I M 7. Dimensions of existing structures, if any: Front 22 l Rear ?-Zi" Depth Height �7 t Number of Stories Dimensions of same structure with alterations or additions: Front $JG GNori 6 Rear Wy 00co0e Depth N o c*,ok-m&C Height Number of Stories I - �p 4W66 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear 6 2.8z Depth�I ArR(I:S. 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated K '`;r 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ✓ 13. Will lot be re-graded? YES NO ✓Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect oPC' G.-t'A9r Address 676 40.Sj1gtW6,A _Phone No&ajI- luno 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 S b R fXX L-P/UCq- CU'Ikt-I,-T� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. /�-►.f ?ice ' 16. Provide survey, to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF %J FPD Q`e_0A)Aj/J e being duly sworn,deposes and says that/)he is the applicant (Name of individual signing contract)above named, (4He is the 10 aj P)tL_ (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ <<HN day of 6 U4 �JS'rnn 20J n A- Notary Public ignature of Applicant DORIS E. SPAHR Notary Public, State Of New York No. 01 S P6069527 Qualified In Suffolk County Commission Expires February 4,20,x 9 4dc14i Scott A. Russell °sUFFQIr )TSO R IAWAT]E]K SUPERVISOR Q M[ANAG1]EMUEN T SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑(g A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [110 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E](3 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑El E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑M 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. APPLICANT. (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M # 1 000Date: I o„t,ct 5- 3/ —Ito NAME. �\ W.. Section Block Lot r, ,r, 1r 1 !)1; f-;t. i[ DIVII-A P'\f' 1"11. 'N LSI. {)�1.; Contact Information: O Oy Reviewed By Date: Property Address / Location of Construction Work — — — — — — — — — — — — — — — — ,�� Approved for processing Building Permit Stormwater Management Control Plan Not Required. 1� IN cv y El 19Q Storrrvvatcr Managcririt Control Plan i,,,Required. (Forward to Engineering Department for Review.) FORM " SMCP -"FOS MAY 2014 i o��oF SO�Tyo` � o Town Hall Annex 4 Telephone(631)765-1842 54375 Main Road cn (631)765-g5Q2 P.O.Box 1179 G moq r-Ochert(affown.soutgo ny us Southold,NX 11971-0959 i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: � Date: i Company Name: X ' i - Name: License No.: Address: Phone No.: i JOBSITE INFORMATION: (*Indicates required information) 'Name: tL ova *Address: 4 er L9 *Cross Street: *Phone No.: Permit No.: 4 0Qq4 Tax Map District: 1000 Section: Block: _ Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) i (Please Circle All That Apply) *Is job ready for inspection: ' * ES NO Rough In Final I Do you need a Temp Certificate: YES/� - I Temp Information(if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead ' Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form E pF SD�jyQl 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1 179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD September 8, 2017 Christopher O'Connor P.O. Box 342 Mattituck, New York 11952 RE: 3390 Cox Neck Road, Mattituck Before the Certificate of Occupancy can be processed, see copy of final inspection ticket dated 6/9/2017. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy. Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. Final Survey with Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT: 40944-Z alterations TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET _ VILLAGE DISTRICT SUB. LOT t/f `'�t�'i 1. (Z \ CJ y r✓ i F :� G,/'_" a FORiMER OWNER N E ACREAGE s— Oil S W TYPE OF BUILDING J 1!l✓o W i c i J 0 Ya 4//C-Z_ RES. ,.� f' SEAS. VL. FARM COMM. I IND. I CB. I MISC. LAND IMP. TOTAL DATE REMARKS U /.� o S4 /Ao, opo J ?Ylrour%c# �D .S' ro w;C 1--7 4eO -500 O � of �� 7- L t 0 5Dcl to Z- k j/Icy)/C--z 4ors. ��c7 cY <' g17 �Jz 0\ 300 NORMAL 5--,2 oB LO AB VE Farm Acre Value Per Acre Value �� Tillable 1 f Tillable 2 Tillable -_3-- -� _ /L! _ t� Ll �; , � Wcodland — C.Qd� �5 10 1 01 Swampland a- I Brus4jpn4.,, - -- -- —�— Q— � House Plot --g T cta I ■■■■ ai► i■i■■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■ Bldg.M. 3. Foundationc Bath Extension Basement 'I' Floors Extension Ext. Walls Interior Finis h Extension Fire Place Heoit 00 Attic Porch 1 • oc i0Breezewa7 S--= z Patio Rooms 2nd Floor Rooms .. i Garage rL4 Driveway 1 .��• �,�_ � . • �, •i ,, �� . _ _ _ , . . /� . _ � _ _ _ _ _ �� _, , , t. .. ,� ;� �_ �_ �_- __ _ _- y •,3,, + \ - � ell -41 . t ; • � ` ©� C�( REScheck Software Version 4.6.2 J Compliance Certificate Project O'CONNOR RESIDENCE ALTERATION Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: MATTITUCK CHRIS O'CONNOR ROBERT C.TAST,ARCHITECT 400 P.O. BOX 342 OSTRANDER AVE. MATTITUCK, NY RIVERHEAD, NY 11901 Compliance: Passes Compliance: 21.2%Better Than Code Maximum UA: 179 Your UA. 141 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Floor 1:All-Wood joist/Truss:Over Unconditioned Space 756 30.0 0.0 0.033 25 Wall 1:Wood Frame, 16"o.c. 944 22.0 0.0 0.056 44 Window 1:Wood Frame:Double Pane with Low-E 101 0.310 31 Door 1: Solid 20 0.400 8 Door 2: Glass 40 0.320 13 Ceiling 1: Cathedral Ceiling 756 38.0 0.0 0.027 20 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck VersfO 4.6.2�coth the mandatory requirements listed in e REScheck Inspe tion Checklist,. 70 are-Title SI nature Date Of NSW } g� �t CHAptFfO'�.i f ,sRED ARc�` Project Title: O'CONNOR RESIDENCE ALTERATION Report date: 08/15/16 Data filename: O:\Tast\rct\oconnor\mattituck\cds\Untitled.rck Pagel of 6 REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies [PR111 documentation sufficiently ❑Does Not demonstrates energy code ❑Not Observable compliance for the building envelope. ❑Not Applicable 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR3]1 demonstrates energy code 0, compliance for lighting and ❑Not Observable mechanical systems.Systems ❑Not Applicable serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: O'CONNOR RESIDENCE ALTERATION Report date: 08/15/16 Data filename: O:\Tast\rct\oconnor\mattituck\cds\Untitled.rck Page 2 of 6 Section # Foundation Inspection Complies? Comments/Assumptions & Re .ID 303.2.1 Exposed foundation insulation ❑Complies IF01112 protection. []Does Not 0 ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies IF01212 ❑Does Not 10 ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: O'CONNOR RESIDENCE ALTERATION Report date: 08/15/16 Data filename: O:\Tast\rct\oconnor\mattituck\cds\Untitled.rck Page 3 of 6 Section, Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not Q AAMA/WDMA/CSA 301/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not QP and labeled to indicate&It;= 2.0 []Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers,filter boxes,and ❑Does Not 01 building cavities used as return ❑Not Observable ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- [Complies [FR17]2 above 105 QF or chilled fluids El Does Not 10 below 55 QF are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR18]2 pipes are insulated to R-2. []Does Not $ ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: O'CONNOR RESIDENCE ALTERATION Report date: 08/15/16 Data filename: 0:\Tast\rct\oconnor\mattituck\cds\Untitied.rck Page 4 of 6 Section # Insulation Inspection Complies? Comments/Assumptions & Re .ID 303.1 All installed insulation labeled or ❑Complies [IN13]2 installed R-values provided. ❑Does Not Qj ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: O'CONNOR RESIDENCE ALTERATION Report date: 08/15/16 Data filename: O:\Tast\rct\oconnor\mattituck\cds\Untitled.rck Page 5 of 6 Section' Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.4.2, Building envelope tightness ACH 50 = ACH 50= ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI1711 of<7 ACH at 50 Pa.This ❑Not Observable requirement may instead be met via visual inspection,in which []Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies [FI411 construction with maximum ❑Does Not leakage of 8 cfm to outdoors,or ❑Not Observable 12 cfm across systems. For rough-in tests,verification may ❑Not Applicable need to occur during Framing Inspection,with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [F1912 installed on forced air furnaces. ❑Does Not []Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed [ Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [Flli]2 systems have automatic or ❑Does Not 10 accessible manual controls. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [FI712 []Does Not 10 []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [F[18]3 mechanical and water heating ❑Does Not equipment have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: O'CONNOR RESIDENCE ALTERATION Report date: 08/15/16 Data filename: O:\Tast\rct\oconnor\mattituck\cds\Untitled.rck Page 6 of 6 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating • Window 0.31 Door 0.32 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments . A VED AS NOTED DATE: PL UMBER CER T,7FICA Tlr�IV FEE- By. ONLEAD 3LILD. �'4G E�FENTPF�OCI CERTIFICA 7655-'K,-�' 4 !DM Fo,,, r!Az cup/A/Vc y SOLDER t1SED IpV FOLLO -%,,,s SLIPPL y S y'3 TEA4 A 7-ER 1. F( -%'-)A';;oN - EXCEED 21,0 OF I CA NNO T FC, POUR27D LEAD. a. 2. ROUGH - PhAlVi'NG 8 PLUAlEir, 3. INSL-%.ATIOPq 4. FINAL - CONS7jljj(;-,(ON MUST BE COMPLETE CO. P L ALL CONSTRUCTION SHALL MEET THE -ALL REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 'TING 6ti DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF TRUSS PLACARL)IING 9EQUIRED NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF ELECTqlrAL INSPECTION REQUIRED RETAIN IRUINOFF PURSUANT T",-') 1-1 Lk 236 OF T H E T 0,v"Vi I? C OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTI Fil Cd%A7 OF OCCUPANCY EVIATION5 ENERGY CONSTRUCTION CODE AIR BARRIER INSULATION NOTES ! � ABBR ALTERATION I TABLE R402.4,1.1 f AIR BARRIER AND INSULATION INSTALLATION 4 D HUEA/C -AIR CONDITIONERCOMPONEINT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA v D ADJ. -ADJACENT A CONT 1N:'`�IOUI A° _IARRIER SHALL EE INSTALLED ! :Q .� AFF. -ABOVE FINISHED FLOOR " ALLOW. -ALLOWANCE IN.THE PUI'!DING ENIVELON'E. - - SEP 2 0 2016 - E "� N IN AT-PERMEABLE BEIM ' AI AL N � 2 ALT. -ALTERNATE C,EE JEF;AL RE'O:IUPF:EI'�IE�.TS THE E'��,.I~(It,,F,TI-IEI"°"v1AL Ear�.EL�C°f'E CONTAINS A .�I~ EI:t4 EA:�Lt J.iJL T�.1hr SHALL�-�UT BE USED ALUM -ALUMINUM C0 TIN4t'.0,U5 AIR EARR.IER. ASA SEALING MATERIAL. A/P -AS PER BREAKS C R JOINTS.I'll'TH4 AIR.BARRIER SHALL BE IMATTITUCK, P,TIIGDI SOUMO. LD 5U--,".ELTHS AIR EIAffFtiER I^;ANDY EiRO='?ECT C:EILI";t;JS':)FFIT TOZ'Yly OrSOUTIIO NEW YORK BATT. -BATTEN 4 Dq 1-I L_) BLDG. -BUILDING S' ALL BE AUIGIELI I'VITf?THE IN SI LATIONE AND ANY G C.EI:L_!''ut .I'°ATTIC (SAPS IA THE AIF:E ARRS'I'ER S�HAL.L BE SEALED. THE IN`•UL.ATII":"J IN ANY D^C-'«'EIS CEILI'�GISO:TIT �" ,�'`OP DOWN L STAI `E= SHALL BF ALIGNED WITH THE AIR BARRIER, GENERAL 5YM BO L5 CODE N OTE5 CJ -CEILING JOISTS ACCESS OFc;NI.Iv"v>L,I,..✓r D>�1v1`� � R:�C}n K.1'� _ '�'tr CT -COLLAR TIES ALL DOORS TO LlNIC'�NOITION'ED ATTIC"SPACES 1 . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE MALL BE E.:.�. ri CANT. -CANTILEVER SEALED. PROPER STRENGTH FIT AND LOCATION OF THE WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL REFERENCE STANDARDS: EA: CL -CLOSET CAVITIES WITHIN CORNERS ANIS HEADERS OF WORK. WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE NO SECTI❑N MARK - ----. ----- EXISTING T❑ BE DEMOLISHED WORK. 5HLLT Residential Code of New York State COL. -CEILING FRAME WALLS SHALL CE INSULATED BY Wood Frame Construction Manual AF 4, PA CLR. -CLEAR THE JLINCTIONN CF T PE FOL;INDATIO`d AND SILL C0I`s PLETELY FILLING THE CAVITY WITH A 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST C.O. -CLEAN OUT , EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. EXHAUST FAN ❑R MOTOR EXISTING WALL T❑ REMAIN Climate Zone: 4 WALLS PLATE SMALL BES EALED, MATERIA_HAVING ATHERMAki-RESISTANCE OF R- (REPAIR DAMAGES) Degree Days: 5750 COL. -COLUMN THE JUNNI"TIO"N OF THE TOP PLATE AND THE TOP OF 3 PEE:INCH IMINII'>�''UN I. 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. CONC. -CONCRETE , , €LATft N n DESIGN LOADS: CPT. -CARPET EXTERIOR WALLSSHALLBE SEALED. EXTERIOR;THERMAL ENVELOPE IN.7�UFOR TH15 SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE � FLOOR LINE � NEW WOOD STUD WALL CT. -CERAMIC TILE KNEE WALL$S;..M.L AE SEALED. FRANIECS WALLS SHALL EE INSTALLED IN MORE STRINGENT THAN THE CODE REQUIREMENTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. OR PATCH EXISTING D SUBSTANTIAL CONT ACT AND CON" INU'OIU', 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE ® Rooms other than Sleeping Rooms: 40 psf SMOKE DETECTOR Sleeping Rooms: 30 psf ALIG"iMEN.T VVITH THE AIR BARRIER. BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE 5D DBL. -DOUBLE EXISTING CONCRETE WALL TO REMAIN DIA. -DIAMETER THE"SPACE BETWEEN WINDOW/DOOR LAIMS AND OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT, ALONG WITH UNDATED FINAL SURVEY. DIST. -DISTANCE ® Handrails: 200# lf~.�"I-NDO�,11S,SKYLIGHTS A`14D D0'NUR S FRAIL."IN"G,ANMD SKytiu'HTS AN D,FRA%1!NNG SHALL BE 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. GO CARBON MONOXIDE DETECTOR Roof: 20 psf ground snow load DN. -DOWN SEALED. ------------ DW. -DISHWASHER �, p.� ,j �,�I f I� ,,,� � G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, Basic Wind Speed: 120 mph •, . DWG. -DRAWING S1tN"v'I JOISTS RIM J DISTS SHALL i%CLUDE THE Ail.BARRIER. €M4 JOISTS S A� BE INISULA T_D' SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. _ :- =- CONCRETE NEW CONCRETE WAILL & F❑❑TING FLOOR FRAM IIN€a CAVITY INSULATION SHALL BE = •" :' „" ' Dead Loads: 10 psf INSTALLED TO PIA INTAI Nw PERMANENT CONTACT 7. CONTRACTOR SHALL PROVIDE ALL THE NECE55ARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS ----------- EA. -EACH REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. EP. -ELECTRICAL PANEL d�/ITrI THE UNDERSIDE OF SI�E!FrfDO:,D"CIrI""�,OR EARTH DEFLECTION LIMITS: EQ. -EQUAL FLOORS(I'NCLUDINNG ABOVE GARAGE FLOOR FRAI%1I'NG CAVITY INStULATION SHALL BE 8. SUBMIT SAMPLES AND CATALOG CUTS OF ALL MANUFACTURED ITEMS AND FINISH MATERIAL TO OWNER FOR APPROVAL PRIOR TO ORDERING. Rafters with no finished ceiling attached: L/ 18 EQUIP. -EQUIPMENT AND C.AINTILE'vERED FLOORS) THE. AIR BARRIER SHALL cE INSTALLED ATANf PERM.ITTED TO BE IN CONTACT WITH THE TOIL 9. PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL CODES AND NEW YORK STATE BUILDING Floors: L/3 G EXIST. -EXISTING EXPOSED EDGE G-INSULATION. SIDE OF SHEATHING,OR CON�TINN'iJOUS, CODE AND INSTALLATION. INSULATI❑N EXT. -EXTERIOR INSULATION 1.4STALLED ON TETE UNDERS15E OF FLOOR FRAMI NG ANED EXTEN05 FROM THE FOUNDATIONS * CONCRETE POROUS GRAVEL FILL EAI. -FRESH AIR INLET(INTAKE) BOTTOM TO TPE TOP OF ALL PERIMETER FLOOR 1 . REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR SLABS ON GRADE SHALL BE TABULATION 5 FD. -FLOOR DRAIN FRANJIING MEMBERS. PLACED ON COMPACTED POROUS FILL OR SUITABLE ON-51TE MATERIAL. A G MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL BE LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITH G X G I C/10 W.W.F UNLESS NOTED. FF. -FINISH FLOOR EXPOSED EARTH IN I.NIVENTED CRAY,^."L SPACES "WHERE PROVIDED I"MIST EALD OF FLOC)R RIGID INSULATION AREA OF PROPERTY = 30,105 ± SF FIN. -FINISH tw.F,.AVV L SPACE 1":ACLS. SHALL BE COVERED V'+°IT'S A CLASS I VAPO R INSULATIOIN,INSULATION SHALL BE 2. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME U51NG PROPER �l - DWELLING FIRST FLOOR AREA = 75G 5F PLG. -FLOORING RETARDER WITH OVERLAPPIW.3 JOINTS TAPED. PEERN 'ANI NTLY ATTACHED TOTIHECRAV&SPACE CONSTRUCTION METHODS, AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS. � R❑UGH WOOD (EXISTING FOOTPRINT- NO CHANGE) FL -FLOOR L.":+LLS, EXIST. GARAGE AREA(NO CHANGE) = 408 SF FLUOR. -FLUORE5CENT [�"ICS SHAFT` L TI'W1_Y FEN�ETFATION.'S,ANCI FL1_lE 3. SOIL BEARING CAPACITY ASSUMED AT I TONS/5F. ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL HAVING AT LEAST THAT CAPACITY. FINISH WOOD COVERAGE = 3.8 FP. -FIRE PROOF 4. ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51. FG -FIBERGLASS SHAFTS,PENETRATIONS SHAFTS OPENING TO EXT ERtOR OR CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. FP5C -FIRE PROOF SELF-CLOSING UNCCIISID,,TIC'NEC ;SPACE SHALL BE SEALED, �� STEEL G BATTS IN NIARRO'�'L�CAYITif IS SHALL PE CUT TO PIT, 5. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO A5TM AG 15-GO; REINFORCEMENT SHALL ' OR NARROW€SAVITIE'�SHALL BE FILLED BY CONFORM TO ASTM A 185 AND A82. GA. -GAGE "NARRO;J CAVITIES GALV. -GALVANIZED INSULATKON THAT ON I'NSTALLATIONN READILY G. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI GL. -GLA55 CONFORMS Tf-)THE AVA.fLABLE CAVITY S--,ACE, BUILDINGS CODE, ACI 318, AND MANUAL ACI 315. GYP BD. -GYPSUM BOARD GARA15E SEPARATVDN: Al i SEALINro HALL FEz P ROVI D'E0 5ETWE:7-:N THE CARPENTRY H GARAGE AND CON ,nlTI�.i`%E.D PA SCE,. _ HDR. -HEADER RECESSED Llt':HT F YT'LIRES 11N,...`IA-LLED IN THE F,EC'ESSED LIC�HTFIXTURES INSTALLED IN THE I . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLE55 OTHERWISE NQTeD. EXISTING PLANS - FOR REFERENCE ONLY DRAINING INDEX HM. -HOLLOW METAL RECESSED L1G;HTING BUILDING TH.E IVA'-Eiv'y'ELOPE SHALL BE SEALED E111LDING THER1%11AL EN'VJPEE Li FE S.HALL ESE Al RM 2. ALL STRUCTURAL FRAMING LUMBER 5HAL'L BE#2 OR BETTER DOUG-FIR, FB= 1450 P.5.1, AND E = 1 ,700,000 P.S.I. UNLE55 OTHERWI5E HD -HOLD-DOWN STRAPPING TO THE.DRY'VVALI_, TIGNTANrSD IC CRATED, INDICATED, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE FPF: ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1450 P.S.I.. HB -HOSE BIBB (NON-FREEZE) FA,x INSULATION SMALL BE CUT NEATLY TO FIT 3. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE A-A TITLE � NOTES HVAC HEATING VENTILATION � AIR CONDITIONING AROUNvD 1 ksIR1N�G A`r1�PLL}Nt4BIN+JG IN EXTERIOR LATEST EDITION OF THE U.S. PRODUCTS STANDARD PS-I , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF - Ste• �• �• A- I FLOOR PLANS � DETAILS PLL':ABIN'JG AND'."�`IRIN1,5 WALLS,CII I'NyUL.ATICp'N THATONN INSTALLATION N THE AMERICAN PLYWOOD ASSOCIATION. � � A-2 ELEVATIONS � SECTIONS INSUL. -INSULATION REAL LY sCOYNFORN,' TO AVAILABLE SPACE SIVA'L 4. WOOD STRUCTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE I i ��_� o A-3 DETAILS � NAILING SCHEDULE II NT. -INTERIOR EXTEND SEWND PIPI"Nx3 AND WMING, CHEMICALS OR CREOSOTE, TO DEFINITE RETENi10N5 AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. I -I --` E- I ELECTRICAL PLANS LAM. -LAMINATE THE AIF I?.aRRiER!NRrTALLED AT EXTERIOR WALLS EXTERIORWALLS ADJACENT'TO SHOWERSAND BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. LAV. -LAVATORY SH01 SER/I UB ON EXTERIOR WALL ADJ,A'+CENTT051-If.,'41E-,5 AND-11-IFS$,HALL TUBS S-?ALL BE INSULATED, - -- -----------___ 5. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL r - __ _ �fi_ --�- � ---------- __- LD'R -LEADER(ALUM. U.O.N.) SEPAF€ATE TIiEt. EFIC'ivG THE SHOWERS AND TUBS. DE51GN SPECIFICATIONS FOR STRESS GRADIED IUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNI5HED AND INSTALLED, COMPLETE I I I 1 1 I I I I M E;ECTFICAL/PHONE BOX ON EXTERIOR THE AIR BARRIER SHAIL BE INSTALLED BEHIND WITH ALL FASTENINGS, ANCHORS, BLOCKING, B:IDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS MAX. -MAXIMUM WALLS ELECTRICAL OR C:OMINI INICATION BOXES OR A!R- CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WASHERS OR PLATES. J015T HANGERS AND CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW I =&VATION tiN.L,,FOOTI _ MFG'R. -MANUFACTURER SEALED 61OXES SHALL BE INSTALLED. I I A"1 FOT2 TLS 6Qct=61&!M DATION 1 I I I MIS(. -MISCELLANEOUS YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE FIVAC REGISTER O-07'TI-+I.AT PENETRATE BUILDING FURNISHED IN ADEQUATE NUMBER AND SIZE. M.C. -MEDICINE CABINET N HVAC REGISTER BOOTS THERN IAL ENVELOPE SHALL BE SEALED TO THE -----r SRUBFLC�'3R OR DRYWALL. G. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF NA. -NOT APPLICABLE MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: WHEN REQUIRED TO BE SEALED,CONCEALED FIDE a NIC -NOT IN CONTRACT -SPRINKLERS SHALL C€I Y BE SEALED IN A MANNER A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND NT5. -NOT TO SCALE CONCEALED SPRINKLERS THAT IS fiECCIWMENDED EY THE MANUFACTURER. SECURE WITH SUFFICIENT NAILS, SPIKES AVD BOLTS TO INSURE RIGIDITY. �I � �xlsTlx�eAser>i=rrr O CA,`-ILKICNG OROTHER AOH_Sl%/E SEALANTS SHALL B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 18 INCH METAL STRAPS pp OC. -ON CENTER - APS AND TWO 8D NAILS TO EACH JOIST. 8 _ OPNG. -OPENING NOT BE USEED T 0 FI'LLVOIDS E:ET�.v,EEN'ARE ;- SP�I"NK'- -,,' R c;'ATES A.'dsD 5�^,FA�I.S OP%CEIL_I".GS, CISTNB tkR Cf.;�Eft, � C. PROVIDE SOLID SURFACES AT LEAST I-I/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING DRYWALL, � �I�' OPP. -OPPOSITE ETC.. FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT m PNL. -PANEL EACH END. PREFAB. -PREFABRICATE D. TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED I WI __ j E PRESS. -PRESSURE PRESCRIPTIVE DE51GN LI M ITATION5: SECURELY UNLESS SUPPORTED ON A WALLOP,GIRDER. -- PROP. -PROPERTY E. ALL STUDS SHALL BE PROVIDED AND 5EURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE PT. -PAINT POCK -POCKET (DOOR) AND AS NOTED HEREIN. 1 Q (1) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. QT -QUARRY TILE ATTRIBUTE LIMITATION REVERENCE SEF PROPOSED (2) FRAMING TO SUIT WORK OF OTHER.TRADES. � SECTION FIGURE MAX. -RISER NUMBER Of5TORIE5 3 1.1.3.1e 1.1 1 EXIST. (3) PROVIDE 50LID BEARING FOR FULLWIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. I I SEPT. 19,2016 WALL REPAIR+RID6E R.RCNY5 -RESIDENTIAL CODE OF NEW YORK STATE FLOOR SYSTEMS F. ROOF SHEATHING, SHALL BE LAID WITH =ACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; =4• NUMB REINF. -REINFORCE REQD. -REQUIRED LUMBER JOIST SPAN 2G' 3.1.3.2a - II'EXIST. STAGGER JOINTS. ER DATE REMARKS REV. -REVISION JOISTS J015T SPACING 24" 3.1.3.2b - I6" 7. WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE TECO U-GRIP. 18 GAGE GALVANIZED STEEL J015T. BASEMENT PLAN RM. -ROOM CANTILEVERS/SETBACK-SUPPORTING LOADBEARING SHEARWALL OR NON-SHEARU✓ALL D' 3.1.3.2c 2.1 a,d NA ROBERT C TART A.I.A. RR -ROOF RAFTERS CANTILEVERS-SUPPORTING NONBEARING 5HFARWALLORNON-SHEARWALL L/4 3.1.3.2c 2.11, NA 8. PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. r CANTILEVERS/SETBACK-SUPPORTING LOADBEARING 5HEARWAL L 4D 3.1.3.3d 2.1 c,e NA ARCHITECT S 9. INSULATION IN ALL ROOFS SHALL BE FIBERGLA5S TYPE, AND THICKNESS A5 SHOWN ON DRAWINGS. INSULATION �'-+' SAN. -SANITARY FLOOR VERTICAL FLOOR OFFSET D 3.1.3.2d 1.3 NA SHALL BE PROVIDED AT ALL UNHEATED TO HEAT---D SPACES. ALL INSULATION SHALL HAVE A FOIL VAPOR BARRIER DIAPHRAGMS FLOOR DIAPHRAGM ASPECT PATIO 4:1 3.1.3.2c I.G 1.45:1 SURFACE EXPOSED TO HEATED SURFACES. --- SD. -SMOKE DETECTOR FLOOR DIAPHRAGM OPENING IT 55 OF 1 2'OR 3.1.3.2f 1.7 --- 620 05TRANDER AVENUE SF. -SQUARE FOOT (FEET) 50%OF DIMENSION NA 10. BLIND FLASH ALL JUNCTIONS WHERE VEIRTIC\L MEETS HORIZONTAL (ROOF, WINDOWS, DOORS, ETC.) SKYLIGHTS TO BE -_-_-_ NOTE REI�ovE RI\/ERHEAD, NY I cI01 5L. -SLIDING (DOOR) WALL SYSTEMS DOUBLE INSULATED, SELF FLASHING WITH CURB ALIGN WITH ROOF RAFTERS. w u� ,1RM 631-Ecia-8106 I= 631-127-0144 T LOADBEARING WALL HEIGHT 10' 3.1.3.3a 8'O"EXIST. 1 1 . ALL MATERIAL SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. TOBE T -TREAD WALL STUDS NON-LOADBEARING WAIL HEIGHT 20' 3.1.3.3a 8'-0" -�� -- T4G. -TONGUE AND GROOVE WALL STUD SPACING � __ ----, -__ -�- - -- -- ____� - � 24" 3.I.3.3b I G" i C_ - TO5. -TOP OF STEEL 5HEAFWAU-5 5HEARWALL PLAN OFFSET 4' 3.1.3.3c 1.2 NA h`' Vii; ✓ 1 ALTERATION d REPAIR TOW. -TOP OF WALL SHEARWALLSEGMENTSASPECTRATIO 3 1/2:1 3.1.3.3e, 1.5 2.75:1 51TE PLAN SCALE 1 " - 501 OGONNOR RESIDENCE TYP. -TYPICAL 1 I NOTE,Ret•4OVe ALL I ' MATTITUGK,TOWN OF SOUTI-101 I ;I �----;� RooF sTRucTURE- T.O. -TRIMMED OPENING ROOF SYSTEMS \�/(�� I -� li ;! ��I� SUFFOLK COUNTY,NEW YORK RFT AER SPAN(HORIZONTAL PROJECTION) 2G' 3.1.3.4a � I I' U LUMBER Q UL. -UNDERWRITERS LABORATORIES RAFTERS RAFTER SPACING 24" 3.1.3.4b IG" \'�= U.O.N. -UNLESS OTHERWISE NOTED OVERHANG LENGTH LESS OF 2'OR RAFTER 3.1.3.4c 2.If f LENGTH/3 I G" s�\ / -.- ROOF SLOPE FLAT- 12:12 3.1.3.4d 12:12 6 v /p�\0`�\1 STOVE SATE EXIST. VCT. -VINYL COMP051TION TILE RooF 4:1 3.1.3.4e 1.G L \ �` ROOF DIAPHRAGM ASPECT RATIO 2.9:1 O -' �_ ��\ �\ ( ExIREMOVEALL TM 'I;-- I ¢ VIF -VERIFY IN FIELD DIAPHRAGMS 41�.-' �� \ I! ''( TITLE 4� NOT�5 ;� : W/ -WITH 1 --- ►�- \`6\ RV ST. - I - WWF -WELDED WIRE FABRICtu �I L WP -WATERPROOF Z ��' , DRAWIN6 PREPARED JULY 18,2016 b ��' -' \\ 'I _. . L-= EXIST.- ~ ` h- %8" = 1'-0"4 AS NOTED �+- �\ __ SCALE: ---� , - J STAIR TO LOFT I� JOB NO.: 201 •-3C1 CLIMATIC GEOGRAPHIC DESIGN CRITERIA x HOU5E TO SE -- ICE SHIELD I �1 DRAWING NO. GROUND WIND SEISMIC SUBJECT TO DAMAGE BY WINTER 1 30.a r ALIF-SED /' UNDERLAY- FLOOD ;,32a,r�y-' SNOW (SPEED IN DESIGN WEATHER- FROST LINE DESIGN MENT HAZARDS �1 EXIST. TERMITE DECAY TEMP. ,! Or: t"F_ LOAD MPH) CATEGORY REQUIRED ry-- , ;;' r L � ING DEPTH Z I 23 i';' ..., / SURVEY INFORMATION OBTAINED FROM SURVEY PREPARED NOS,FMI`-�ALL N/A PER MOD.TO SLIGHT TO - '' BY ROBERT A.KART,DATED MAY 29, 1981 EXISTRNsrAN�Ows G'" �� CI: �G g YES NA .n _ 1 -/' oTra3zwl5E 20 PSP 120 R 301.2.2 SEVERE 3'-0" HEAVY MODERATE I I° U 1 c` _1 W X -- EX 15T I NG _ ==: ;Rs IcvE _ -1 a-- _ _ _ r. t"�OTMk, o N / GARAGE G EXISTINVAIMASW s It 0 CAIVA'11 MWl AS REQUIREID 1 ', �, r. (NO CHANGE') � ,�,,•,. a� � �� p I FIRST FLOOR PLAN �+ A-O (3)15/4" xl 4" ML RIDGE 5)15/a" xl 6" ML RIDGE CLOSED CELL FOAM s/8" PLYWOOD SHEATHING INSULATION WITH STANDING SEAM METAL ROOF - CONT. VAPOR 2X10 RR ® iroll O.G. COLOR AS SELECTED BY OWNER 2X10 RR ® 16" BARRIER MIN. R=38 OYER 30# FELT C.C. NOTE: SUBMIT ALTERNATE TO PROVIDE REMOVE ALL ENGINEERED WOOD EX15TINO ROOF 4 T ND NO SE M E L CEILING FRAMING O FI G G LO $ M TE IA TRUSSES IN LIEU OF 12 ,.'' _ •� r r �4 5 E EG D B O R RAFTER FRAME. 12 12 J r r �I! 12 r 2X8 SG 1550R ' r. _ _�__ :_::! o i� CLOSED CELL FOAM RAFTERS 0 I6" r' INSULATION WITH EXTEND O.C. , I CONT. VAPOR ELECTRIC MAST BARRIER MIN. R=38 r r r ATTIC � 4 PRTOVIDE NEW SERVICE AS DIRECTED /g" PLYWOOD 5HEATHING r" EACH 5IDE THIS HAL '- f -- ---- -- - --- - - - - - - -- -- -- -- - -- - - ---- ._._ - -- ---- --- - -- - --- ------ _ r rl"_j TJI ® 12" O.C." - -- - ._. --- PROVIDE ADDITIONAL RE-FRAME THI5 WALL AS Q y� - -M PVG WINDOW I LATE/SOLID BLOCKING TO , REQUIRED -VERIFY IN FIELD 1 ALIGN TOP OF STUD HALL 5/a" GYP. BD. - TYPICAL 5URROUND5 AS EXISTING I SELECTED BY OWNER i WITH ADJACENT PLATE CLOSED CELL FOAM BALLOON FRAME NEW STUDS TO URR THIS - TYPICAL ALIGN WITH VAPOR ION NITH CONT. ER R-22t STUDS ® 16" O.G. WALL 2" EXIST. ® 0 16 ORiEA7 ROOM O R-50 INSULATION BATH BEDROOM REMOVE 4 REPLACE REMOVE EX15T. SIDING � PROVIDE ACCESS NEW CEDAR IMPRESSIONS SIDING BASEMENT ACCESS HATCH WITH OVER HOUSE WRAP - TYPICAL i EXISTING FIRST EXISTING FIRST NEW H T 4 G SHEATHING �Y2" TJI ® I6" O.C. FLUSH WITH EXIST. FLOOR: EXISTING FIRST FIRE BLOCK FIN. FLOOR 4 BASE A/P CLASSIC SERIES __ --__�_—____ -._�_—_ ___._..._.._.. __.._._ _m-___ __ _ ____ _._..____________.._M__ _ _____. __�__,_ __FLOOR - FLOOR- --__ _ _--_-- FLOOR EXIST. STUDS OWNER - TYPICAL POWDER GOAT HATCH 4 ' EXTENSION -�- _ �.____. __ __._..-.._. _._,_,_._.__._-_____._____._�-_ SOLID GAP BLOCK --�� EXISTING CRAWL SPACE NEW BASEMENT AREA I EXIST. 2X8 FJ ® EXIST. 6X8 '7 - (EXISTING CRAWL SPACE) I- 16" O.G. - REPAIR i GIRDER L! I ® __'----------------- - - --------------------------------- - - _--------i OR REPLACE ! i I L L_-1 _ I I I ANY DAMAGED - R-30 INSULATION -I t_...._ O uu } ALIGN NEW SLAB WIT I d� 8" GONG. BLOCK JOISTS �- z I REMOVE EXIST. REMOVE EXIST. WOOD ! L_ I �, z EXISTING BASEMENT FOUND. WALL W/ REMOVE EXIST r ASPHALT DAMPPROOFING L # 4 ® I6 O.G. f FOOTING 4 POST 4 RE',PLACE WITH NEW EXIST. L I �-'7 �_. I 0.9 SLAB ' GMU WALLS FOUNDATION -� x O GROUT CELLS I FOUND. WALL _ �.I—.—. Z L.._.__ , I STAIR A5 L I �0 ; I EXISTING SOLID ® ! i I DIRECTED B L w v - ----- I CORNERS $ t`lEH 4 GONG. SLAB ® SAME 5PLATE Y2 STEEL COL. 4 BASE WALL OWNER - MIN. a" L I z Q CELLAR SLAB r' �, ' I LEVEL AS BASEMENT _ EXISTING T R REBAR CELLS_ TO X „ ;_--_...__ .___-_--.-.____-_._.__.-___._._-._- _..__ __--_ _. ______._.___.__-__,.___ __._. -_ __.___�__�____._____.________.. ___....._.__-4.__.____- -_—_-- E 15 I NG FOOTING TREAD MAX. SY ._,_ -__ _ __ a �1------------ -----------------------------------------------------------------------------------�, _ BASEMENT I ----—-— ------------------------------------1-- ------------------------------------------------------------------------------i 16" X 8 " GONG. SLAB -- --------------------------- FT'G. WITH 2-# 4 1 CONT. 0 NORTH ELEVATION B SECTION B--B A SECTION A-A SCALE : 1/4" = 1'-0" A-2 SCALE : 114" = I'-0" A-2 SCALE : 1/4" = 1'-0" STOVE FLUE IN ACCORD WITH BUILDING CODE, MANUFAGTURER'5 4 UL STANDARDS - PROVIDE ALL REQUIRED CLEARANCES AND GUYING/ 12 BRACING AS REQUIRED (5)I3/a" X Ib" HEADER 12 (!3)1!/'4" X 16' HEADER i II II I I I _ INO-5E AM MEI AL. ZOC F OLOR S LE TE B OPINES I I I I REMOVE EXISTING ----- ROOF 5TRUCTURE(5) i I2 r' f f I ! � 12 �- I "MATCH EXISTINGI I I I I I I I I SEPT. Ia,2016 WALL REPAIR+RI06E -'�-- I I I I I I r THIS WALK I I I f l Edill SIDING_ NUMBER DATE REMARKS "CEDAR IMPiIZESSIONS" VINYU SIDING 4 - ------ ------- - _ I j 5IDE�VIJIPjIDOW R` i -- ---_=' ---- --- ---_OVER-I-_RI�D_INSULATION.Ak --- - ------ -- `A-4-11--TI__-- -___ ____ _..___ -..--„_., .___ ____ ____ ___L-11____ -___ ___._ _._,_., ___ .._.-_.. ____ -_-_ _ _11-4-4----------------------------------- __ 4)2X COST EACH -- r I (� TY HO 5 WRAP TYPIC ,. _ --._._. ___.__ I i I N I I I I _ ROBERT C. TAST, A.I.A. ��` _ - I I I I --f_r ARCHITECT NEW DOOR A5 \f �SELECTED BY rC IiII IiII IIII IiI / ” OSTRANDER AV ENUE "CEDAR IMPRESSIONS" VINYL OWNER EXISTING DOOR i+ RIVERHEAD, NY 11101 SIDING OVEN I RIGID INSULATION To REMAIN 631-514ci-8106 F 651-127- 0144 TYPICALAND TrEK MOUSE WRAP - _ 400 SERIES TILT-HASH(4)2X6 POST EACH SIDE -- --- - HIN / --------- ----------- FOUNDATION O1 CONTINUE TO I I I I UNLE55 OT EHERWI5E EXI5TING FIRST EXISTING HOT TUB EXISTING HOT TUB \ i I I I I EXISTING FIRST EXIS INC FIRST I j j j DIRECTED - TYPICAL ALTERATION 4 REPAIR FLOOR TO REMAIN TO REMAIN I _ I I _FLOOR FLOOR I I I I O'GONNOR RESIDENCE r_—_ ___.___ _.__.__.__._-.�__--_—_®_ __ __ ____... __._____._ ___ __ _-__ - --------__.._.___—.._ _ _____,_-_--_- _ i __--_.__....-—.__._—_______ � ___-- ---____-_--__--_-__�_ _-_ I -�---_ _�._._i_.{ _ .__.-------.-- ._._.._ .— MATTITUGK,TOWN OF 50UTHOLD SUFFOLK COUNTY, NEW YORK I I ------------------------------------- ------REVISE STEPS STEPS TO LT --------L- AS I I I I I REMOVE SHALLOW I -------------- _ REQUIRED � I I I I I I I 1 I ; FOUNDATION WALL 4 ; ; REPLACE HATCH ; ; ; ; I I I 1 FOOTIN05 - TYPICAL 1 I WITH NEW BILCO I I I I I I I �I TIONS S�GTIONS I i EXISTING I I I HATCH $ EXTENSIONI ' I I I I I EXISTING EXISTING ' ' CELLAR SLAB I I I CELLAR SLAB I I CELLAR SLAB ...----------------------------------,- ------------------�I--- ---- I I I I I I I I I DRAWING PREPARED JULY 18,ZOI6 ------ ------------------------L `I'———_..— --____._...,_.—...-_.—---__..,.-..———_—__—....__""--._.,... r1____________________________________.__________________ r 1 �.1___________________—_ I ___________________ JOB NO.I 2014-39 SOUTH ELEVATION EAST ELEVATION DIZAWIN6 No. 0 0 WEST ELEVATION ~�. SCALE : 114" = 1'-0" SCALE : 1,14" = 1'-0" SCALE : 1/4" = 1'-0" / v CH t d k4 e 1� �� ® A METAL ROOF AS SELECTED BY Y2" SPACING ALLOWS NAILING 5 C H E D U LE OWNER TYP. DOUBLE STUD DHOLDOWN INSTALLATION SIMPSON 0520 a lb" O.G. MIN. a SHEAR WALL HARDWARE (AS PER 2001 WFCM TABLE 3. 1) b-Sd COMMON NAILS IN EACH LOCATIONS TYP. NAILING: 2-16d 10" END WALL NUMBER OF NUMBER OF END OF STRAP MIN. O.G. STUD TO JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING STUD ROOF RAFTERS 2-I6d COMMON NAILS ® 6" ROOF FRAMING REFER TO PLANS FOR SIZE SPACING O.G. HOLDDOW RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - I Od PER RAFTER CEILING JOIST TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - I Od PER J015T CORNER STUD CONNECTED TO TRANSFER SHEAR CEILING J015T TO PARALLEL RAFTER(FACIE-NAILED) (HEEL JOINT) ' I G"O.C. RAFTER 3:12 10- I Gd 10-40d SLOPE: 4:12 8- 1 Gd 8-40d EACH LAP (TABLE 3.9A) 5:12 G _ I Gd G-40d 7:12 5 1 Gd 5 -40d RIDGE STRAP � < PANEL EDGE NAIL( 9:12 AND GREATER 4- 1 Gd 4-40d A-3 SCALE : NONE 3" 6" CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) WALL REQUIRED HOLDDO N HEIGHT CAPACITY(LBS) RAFTER SLOPE: 3:12 I 0- I Gd 10- d (TABLE 3.9A) 4:12 8- I Gd 8-40d 5:12 G - 1 Gd G -40d EACH LAP 8' 5650 5575 7:12 5 I Gd 5 -40d 9' 6850 5800 9:12 AND GREATER 4- 1 Gd 4-40d 10' -300 4225 COLLAR TIE TO RAFTER(FACE-NAILED) RAFTER SLOPE: 3:12 3 - 1 od 3- 1 Od G CORNER H OLDDOWN DETAIL (TABLE 3.GA) 4:12 2 - 101 2 - I OdA_3 SCALE : NONE 5:12 2 - I Od PER TIE ROOF RAFTER B CEILING 2 - I Od JOISTS G:12 AND GREATER 2 - 1 Od 2 - I Od REFER TO PLANS FOR 51ZE b SPACING BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 - I Od EACH END RIM BOARD TO RAFTER(END-NA(LED) 2 - I Gd 3 - I Gd EACH END DS WALL F RAM I N G EXTER1oRO PLANS FOR SIZE d SECTIONS FOR (BASED ON 5HEATHING NAILED I SPACING TOP PLATE TO TOP PLATE(FACE-NAILED) @ 6"O.C.AT PANEL EDGE) 2 -1 Gd 2- I Gd PER FOOT FLOOR JOISTS REFER TO 6" TOP PLATES AT INTEK5ECTION5(FACE-NAILED) 4 - I Gd 5 - I Gd JOINTS-EACH SIDE SIMPSON H2 ® 16" O.G. FLOOR PLANS FOR SIZE E STUD TO STUD(FACE-NAILED) 2 -I Gd 2 - I Gd 24"O.C. BOLT® 3'-O' m ANCHOR 5-Sd COMMON NAILS SPAGIN6 �y _ BOL ® EACH E to HEADER TO HEADER(FACE-NAILED) I Gd I Gd I G"OC ALONG EDGES EXISTING EXTERIOR 2 - I Gd 2 -40d PER 2x4 STUD WALL(2X4 STUDS) - I TOP OR BOTTOM PLATE TO STUD(END-NIAILED) 3 - I Gd 3 -40d PER 2xG STUD INSPECT b REPAIR DAMAGED STUDS BOTTOM PLATE TO FLOOR JOIST, BANDJ015T, ENDJO15T OR BLOCKING 2 - I Gd 2 - I Gd PER FOOT 5HEATHING - I14 (FACE-NAILED) (BASED ON SHEATHING (NAILED @ G"O.C. AT PANEL EDGE) 2 RAfTEPVTOP PLATE 5TRAPPI NG = o I _ 3" SLOTTED SQUARE F LOOK F R A M I N G A-3 SCALE : NONE CONCRETE BLOCK - m I CONCRETEWASHER( BLOCK FOUNDATION REFER TO 3 1 1 FOUNDATION REFER J015T TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4 -8d 4- 1061 PER JOIST PLANS FOR SIZE TO PLANS FOR SIZE LINE OF DOUBLE BRIDGING TO J015T(TOE-NAILED) 2 -8d 2 - I Od EACH END 5/8" 0 ANCHOR BOLT IQ 2xb SILL PLATE BLOCKING TO J015T(TOE-NAILED) 2 -8d 2 - 1 Od EACH END BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) 3 - I Gd 4- I Gd EACH BLOCK LEDGER STRIP TO BEAM (FACE-NAILED) 3 - 1 Gd 4- 1 Gd EACH J015T 7 ANCHOR BOLT SPACING A-3 SCALE : NONE JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - I Od PER JOIST BAND J015T TO J015T(END-NAILED) 3 - I Gd 4- 1 Gd PER JOIST BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2 - I Gd 3 - 1 Gd PER FOOT HEADER ROOF SHEATH I N C REFER TO PLANS FOR ZE FLOOR JOISTS REFER TO FLOOR PLANS EXTERIOR WALL STi1D� 51MFWN HH a EACH END REFER TO PLANS FOR SIZE S STRUCTURAL PANELS: PANEL INTERMEDIATE TOTAL NAILS AS PER FOR SIZE d SPACING SECTIONS FOR SPAGIN6 (TABLE 3.8) EDGE5 SUPPORTS MANUFACTURER INTERIOR ZONE 8d I Od 4" G" WOOD POST 15-IO REFER TO PLANS FOR SIZE 1 COMMON NAILS TOTAL PERIMETER EDGE ZONE 8d 1 Od 4" 4 SIMPSON L5TA36 WRAPPED AROUND DOUBLE SILL PLATE o GABLE ENDWALL RAKE WITH LOOKOUT BLOCK Sd I Od 411 4" 3 H EADEW05T 5TRAPPI NG C E I L I N G 5 H E A T H I N GA-3 SCALE : NONE GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10" FIELD 2-IOd COMMON NAILS EACH PLA CONCRETE FOUNDATION WALL 5 HEATHING REFER TO PLANS FOR SIZE STRUCTURAL PANEL INTERMEDIATE PANELS/HARDBOARD EDGE5 SUPPORTS (TABLE 3.9) INTERIOR ZONE 8d I Od G" G" 4' EDGE ZONE 8d I od G" G" I I I I ( I I !! SOLID BLOCKING II II !! II !! ! JOINT IN PLYWOOD 8 FOUNDATION WALL/ FLOOR STRAPPING FIBERBOARD PANELS: I I I I I I I ! 7/1 G" Gd 3 - 3" EDGE/G" FIELD I I I A-3 SCALE : NONE 25/32" 8d 3 - 3" EDGE/G" FIELD I. II I! II II II GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7"EDGE/ 10" FIELD ! !! I I !I !' Sd NAILS a 5" O.G. I I I I I I I) 6a NAILS a 6" O.C. FLOOR SHEATHING II !! II !! I! I I I I I I I I I 6d NAILS ® 6" O.G. STRUCTURAL PANELS: I SEPT. 14,2016 WALL REPAIR+RIDGE I"OR LESS 8d I Od G"EDGE/ 12" FIELD ———LL—.—-LI_ LL,—_J L,— -- ---------------------- ----- GREATER THAN I" I od I Gd G"EDGE/G" FIELD NUMBER DATE REMARKS LINE OF FOUNDATION 'ALL 4, VTR NAILING NOTES 4 TYPICAL PLYWOOD NAILING PATTERN °o NOTE: FIXTURES TRIM AS ROBERT C. T/4ST, A.I.A. . NAILING REQUIREMENTS ARE BA5ED ON WALL SHEATHING NAILED G" ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL A-3 SCALE : NONE f SELECTED BY OWNER ARCHITECT MEMBER5 SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, 5HALL BE USED TO MAINTAIN THE LOAD PATH. 2" NEW BATH 2. WHEN WALL 5HEATHING 15 CONTI NUOU5 OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE _ - -a 620 OSTRANDER AVENUE PERMITTED TO BE REDUCED TO I - I Gd PER FOOT. - _ I ! RIVERHEAD, NY I IaOI 3. CORROSION RE515TANT 1 I GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED; VERIFY WITH RESIDENTIAL BUILDING I ( i ! `I ( 631-5ciQ-8106 E 631-727-0144 CODE OF NEW YORK FOR ADDITIONAL REQUIREMENTS. ! ! I 211I lye "I 11211 I 4. ALL QUANTITIES ARE BA5ED ON II G" OC SPACING FOR RAFTERS, JOISTS AND 5TUD5. ! L�-_-�___� i 5. FOR ROOF 5HEATHING WITHIN 4 IFEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF ! ` r" I r=4 1 PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. EXIST.EXTERIOR WALL T t I L I 1 1 7 , DW WASH I I ALTERATION d REPAIR I _L.� I l I O'CONNOR RESIDENCE G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE STUDS(BALLOON FRAME) ! " —— ) ( 1 2 MATTITUCK,TOWN OF SOUTHOL.D U5ED. I `r-r I FIRST FLOOR EXIST. L- — — I — — — —r3' SUFFOLK COUNTY,NEW YORK SHEATHING - SIMPSON HDU TYP. a ALL REPLACE ALL OUTSIDE CORNERS EXISTING PLUMBING FII TURES I 2 Iy2 " 11 DAMAGEDAREAS 24-5D5 1/4" x5" STUD PIPING TO bE REMOVED IN THEIR I FASTENERS ENTIRETY 13" lye C.O. DETAILS � N�ILINO EXIST. FLOOR 2X NAILER BETWEEN STUDS CRAWL SPACE 4 1' 411 SGHEDULE JOISTS V.I.F. I FAI C.O. RISER DIAORAM C.O. 2X FIREBLOCK 5/8" 0 HOLDDOWN ANCHOR / AT ALL EPDXY 5ET,7" MIN. — — TO EXISTING DRAMINO PREPARED JULY la,2016 BALLOON EMBEDMENT FRAME WALL5 EXIST.4" SANITARY SCALE: EXISTING CONCRETE SYSTEM FOUNDATION WALL BASEMENT HOUSE TRAP JOB No., :2014-5q n,lc A DRAWING NO, 5 CORNER HOLD DOWN DETAIL rA SANITARY R15ER DIAGRAM A-3 SCALE : NONEA-3 SCALE : NT5 I i ;r ;� A-5 ELECTRICAL 5YMBOL5 PENDANT FIXTURE WALL MOUNT FIXTURE AS • SELECTED BY OWNER CEILING MOUNTED LIGHT AS SELECTED BY OWNER I I I I +L HI-HAT - TYPE A5 SELECTED BY OWNER ..._.. --�..��..�... . ....._-..-� -_ _ � " WATER PROOF HI-HAT EXISTING EXTERIOR " ' _ - -- LIGHTS TO REMAIN EXIST. HOT TUB CHANDELIER A5 FURNISHED -----------f----------------------------------------------------- -- GFI BY OWNER -----------------------� - '------ POWEKTO REMAIN i - ALLL r----------------------------- ------------------------------------------------------------------------------- PULL CHAIN A GFI $ SINGLE 5WITGH 1 I I 1 $2 DOUBLE SNITCH NOTE: SWITCHES (NOT Co I $3 THREE-WAY 5WITGH SHOWN) AND OUTLETS, 10 I DEVICES ETC. SHALL BE I I --------------- 1 I LOCATTED BY OWNER DUPLEX RECEPTACLE I 1 DUKING CONSTRUCTION DOOR BELL ----- -------------------- Tl SWITCHED DUPLEX RECEPTACLE CO SD G VEKI PY 220 V OR SPECIAL O I �+L � LOCATION REGEPTAGLE I I �� WITH TV FLOOR RECEPTACLE I PLACEMENT GFI GFI GROUND FAULT INTERRUPTER 1 GFI 75 GFM EXHAUST FAN OR I MOTOR 1 I SD O SMOKE DETECTOR 1 I CO O CARBON MONOXIDE DETECTOR CO I E 24" X 45" FLUOR. W 1 TH WRAP AROUND LENS 4 LOW TEMP BALLAST GFI GFI 2' UNDER COUNTER LIGHT 1 f I O I FIRST FLOOR PLAN 0 BASEMENT FOUNDATION PLAN 0 SCALE : 114" = 1'-0" SCALE : 114" = 1'-0" I SEPT. la,2016 WALL REPAIR+RIDGE W-eM DATE REMARKS ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY IIci01 651-5aa-8106 F 651-127-0144 ALTERATION d REPAIR O'GONNOR RE51 DF-NCE MATTITUCK,TOWN OF 50VrHOLD SUFFOLK COUNTY,NEW YORK ELEC,7RIGAL FLANS DRAWING PREPARED JULY 15,2016 SCALE: JOB NO.: 2014-39 OF MF_yy " DRAWING NO, r7 � r dib E- 1 ABBREVIATIONS ENERGY CONSTRUCTION CODE AIR BARRIER � INSULATION NOTES � REPAIR ALTERATION TABLE R402,4.1.1 D a AIR BARRIER AND INSULATION INSTALLATION Q A/C -AIR CONDITIONER '' ADJ. -ADJACENT COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIAXX I N '4� L7 Xx AFF. -ABOVE FINISHED FLOOR A C'0NTINUOL1'AIR BARRIER SMALL,BE INSTALLED( KLSI ALLOW. -ALLOWANCE IN THE BUI.DING ENVELOPE. ALT. -ALTERNATE GENERAL REQUIREMENTS THE EXTERICOR THERMAL ENVELOPE CONTAINS A AIR-PERMIEABLE INSULATION SHALL NOT BE USED ALUM -ALUMINUM C N71NIUOUS AIR BARRIER, ASA SEALING MATERIAL, A/P -AS PER BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE $ SEALED. MATTITUCK, 50UTMOLD , NrW YOKK BATT. -BATTEN THE AIR FARRIER IN AI'':'Y DROPPED CEILING/SOFFIT BLDG. -BUILDING SHALL EE ALIGNED WITH THE II`61_;LATtON AND ANY G CEILING/ATTIC OAFS IN THE AIR BARR=En SHALL BE SEALED. THE IINSULA.TI!ON IN ANY DROPPED CEILING/50FFIT 5YM BO L5 CODE N OTE5 CJ -CEILING JOISTS ACCESS OP`ENING'S,DROP DOWN STAIRS OR KNEE SHALL BE ALIP;NEDi WITH THE AIR BARRIER. GENERAL CT -COLLAR TIES WALL DOORS TO(JNCOI'yDaITIOI' EDS ATTIC SPACES 1 . CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING ALL WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE CANT. -CANTILEVER SHALL ESE SEALED. PROPER STRENGTH FIT AND LOCATION OF THE(WORK. REPORT, IN WRITING, TO THE ARCHITECT AND ENGINEER ANY AND ALL _ _ REFERENCE STANDARDS: CL. -CLOSET CAVITIES WITHIN CORNERS AND HEADERS OF CONDITIONS WHICH MAY INTERFERE WITH OR OTHERWISE AFFECT, OR PREVENT, THE PROPER EXECUTION AND COMPLETION OF THE N0 SECTION MARK ----------- EXISTING TO BE DEMOLISHED Residential Code of New York State CEIL. -CEILING ,� E WORK. Wood Frame Construction Manual AF � PA CLR. -CLEAR FRAME 4 fALL,a SHALL BE INSULATED BY THE JUNCTION OF THE FOUNDATION AND SILL COMPLETELYFILLING THE CAVITY WITH A 2. ALL CONSTRUCTION SHALL COMPLY FULLY WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST EXISTING WALL TO REMAIN Climate Zone: 4 COL. -COLUMN WALLS PLATE.SHALL BEE SEALED, MATERIAL HAVING A THER"k�IAL RESISTANCE OF R- snEEr C.O. -CLEAN OUT EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. EXHAUST FAN ❑R MOTOR (REPAIR DAMAGES) Degree Days: 5750 GONG. -CONCRETE THE JUNCTION CJI=THE TO*PLATE AND THE TOP OF 3 PER INCH M1e`NMI,UM. 3. ALL REQUIREMENTS SPECIFIED IN THE CODE SHALL BE ADHERED TO AS IF THEY WERE CALLED FOR, OR SHOWN, ON THE DRAWINGS. DESIGN LOADS: CPT. -CARPET EXTERIOR WALLS SHALL BE SEALED. EXTERIOR THERMAL ENVELOPE INSULATION FOR TH15 SHALL NOT BE CONSTRUED TO MEAN THAT ANY REQUIREMENTS SET FORTH ON THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE � FLOOR LINE NEW WOOD STUD WALL CT. -CERAMIC TILE KNEE'WALLS SHALL BE SEALED, FPI,AMEDVW LS SHALL BE INSTALLED IN MORE STRINGENT THAN THE CODE REQUIREMENNTS OR BECAUSE THEY ARE NOT SPECIFICALLY REQUIRED BY CODE. OR PATCH EXISTING Rooms other than Sleeping Rooms: 40 psf D SUBSTANTIAL CONTACT AND CONTINUOU'S 4. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE SD SMOKE DETECTOR Sleeping Rooms: 30 psf DBL -DOUBLE ALIGNMENT WITH THE AIR BARRIER. BUILDING DEPARTMENTS, HEALTH DEPARTMENTS, ETC. CERTIFICATE OF OCCUPANCY AND UNDERWRITERS CERTIFICATE SHALL BE EXISTING CONCRETE WALL TO REMAIN DIA. -DIAMETER THE.SPACE FETV4TEN'WINDOV.1f DOOR JAMS AND OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT, ALONG WITH UNDATED FINAL SURVEY. ® Handrails: 200# DIST. -DISTANCE t IINDOW S,SKYLIGHTS A"SID DONORS; FRAM NG:,AND SKYLIGHTS AND FRAMING v=FALL BE 5. DO NOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHALL BE REPORTED, IN WRITING TO THE ARCHITECT FOR CLARIFICATION. 00 CARBON MONOXIDE DETECTOR Roof: 20 psf ground Snow load DN. -DOWN SCALED(, ------------ Basic Wind Speed: 120 mph DW. -DISHWASHER A G. GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, DWG. -DRAWING RIM !'•`MISTS RIM JOISTS SHALL IACLUDE THE AIR BARRIER. RIM JOISTS SI-ALL BE INSULATED), SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE. r- t CONCRETE ,_: ,::.,... -t•."I'• NEW CONCRETE WALL & NG �'�- a "P --- FLOOR FRAMING CAVITY INSULATION SHALL BE , Dead Loads: 10 psf 7. CONTRACTOR SHALL PROVIDE ALL THE NECESSARY SUPPORT, BRACING, SHORING, ETC., (TEMPORARY AND/OR PERMANENT) AS ----------- EA. -EACH INSTALLED TO MAINTAIN PE*"r°`'"=_rJTCO",!TACT REQUIRED FOR THE SAFE INSTALLATION OF NEW CONSTRUCTION. DEFLECTION LIMITS: EP. -ELECTRICAL PANEL WITH THE UNDERSIDE OF SUEFLOGR DECKING,OR I I-I I IH I I EARTH EQ. -EQUAL FLOORS(INCLUDING ABOVE GARAGE FLOOR FRiVAING CAVITY I'NSULATI'ON SHALL BE 8. SUBMIT SAMPLES AND CATALOG CUTS OF ANLL MANUFACTURED ITEMS AND FIN15H MATERIAL TO OWNER FOR APPROVAL PRIOR TO ORDERING. Rafters with no finished ceiling attached: L/ 18 Floors: L/360 EQUIP. -EQUIPMENT AND CANTILEVERED FLOORS) THE AIR BAP.RIEF SHALL BEINSTALLED AT ANY PERMITTED TO BE INCONTACT WITH THE TOP9. PROVIDE FIRE, SMOKE AND CARBON MONOXIDE DETECTION SYSTEM AS PER LOCAL CODES AND NEW YORK STATE BUILDING INSULATI❑N EXIST. -EXISTING EXPOSED EDGE OF INSULATION. SIDE OF SHEATHING,OR CONTINUOUS CODE AND INSTALLATION. EXT. -EXTERIOR INSULATION INSTALLED ON THE UNDERSIDE OF F FLOOR FRAMING AND EXTENDS FROM THE f O U N DATI O N 5 * CONCRETE POROUS GRAVEL FILL PAI. -FRESH AIR INLET(INTAKE) 60701'x"TO THE TOP OF ALL PERINI-=FLOOR 1 . REMOVE TOPSOIL AND OTHER SURFACE MATERIALS IN PREPARATION FOR PLACING CONCRETE SLAB. INTERIOR SLABS ON GRADE SHALL BE _ TABULATION 5 FD. -FLOOR DRAIN FRA~MING N"EMBERS. PLACED ON COMPACTED POROUS FILL OR SUITABLE ON-SITE MATERIAL. A G MIL THICK POLYETHYLENE VAPOR BARRIER SHEET SHALL BE RIGID INSULATION FF. -FINISH FLOOR EXPOSED EARTH IN UNVENTED CRAWL SPACES WHERE PROVIDED INSTEAD OF FLOOR LAID UNDER SLAB. SLAB SHALL BE STEEL TROWELED. SLABS SHALL BE REINFORCED WITH G X G I O/10 W.W.F UNLESS NOTED. AREA OF PROPERTY = 30,105 ± SF FIN. -FINISH CRAWL SPACE WALLS SMALL BE COVERED WITH A CLASS I VAPOR INSULATIIO114,INSULATION SHALL BE 2. CONTRACTOR MAY BACK FILL, AGAINST FOUNDATION WALLS, ONLY AFTER SEVEN (7) DAYS OF CONCRETE CURE TIME U51NG PROPER � DWELLING FIRST FLOOR AREA = 75G 5F FLG. -FLOORING RETARDERS"WITH 0L,EP.LAPPIN:5 JO1,NTSTA,CIED. PERNIAINENT LYATTACHED TO THECRAWLSP'ACE CONSTRUCTION METHODS, AND EQUIPMENT, TO AVOID DAMAGE TO THE WALLS. ROUGH WOOD (EXISTING FOOTPRINT- NO CHANGE) FL. -FLOOR ,. EXIST. GARAGE AREA (NO CHANGE) = 408 5F WALLS- 3. SOIL BEARING CAPACITY ASSUMED AT I TOWS/5F, ALL FOOTINGS SHALL BEAR ON UNDISTURBED 501L HAVING AT LEAST THAT CAPACITY. COVERAGE = 3.8 % FLUOR. -FLUORESCENT ,-_ /- FINISH WOOD FP. -FIRE PROOF DUCT SHS-I S.UTILITY PENETRATIONS,AND FLUE SHAFTS,PENETRATIONS SHAFTS OPENING TO EXTERIOR OR CONCRETE ALL CONCRETE SHALL BE STONE CONCRETE AND SHALL DEVELOP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51. FG -FIBERGLASS CONCRETE EXPOSED TO WEATHER SHALL BE AIR ENTRAINED. fFPFS( -FIRE PROOF SELF-CLOSING UI'NCC)�3DITI>OINED'+SP°ACESI�+ALL.BE SEALED,SEALED, STEEL BAT TS IN NARROW CAVITIES SHALL BE CUT TO FIT, 5. ROD REINFORCEMENT SHALL BE INTERMEDIATE GRADE DEFORMED BARS, CONFORMING TO ASTM AG 15-GO; REINFORCEMENT SHALL GA. -GAGE NAR RIIDVi'CAVI T IES OR NARROW CAVITIES SHALL BE FILLEDBY CONFORM TO ASTM A 185 AND A82. GALV. -GALVANIZED INSULATION THAT ON INSTALLATION R'EADIL'Y G. DETAILS AND GENERAL PROVISIONS, FOR CONCRETE CONSTRUCTION, SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST ACI GL. -GLASS CONFORM=S TIO THE AVAILABLE CAVITY SPACE. BUILDINGS CODE, ACI 318, AND MANUAL ACI 315. GYP BD. -GYPSUM BOARD GARAGE SEPARATION AIR SEALING SHALL BE PROVIDED BETWEEN THE CARPENTRY H GARAGE AND CONDITIONED SPACES HDR. -HEADER RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE I . ALL WALL BEARING BEAMS TO HAVE STANDARD ANGLES, ANCHORS AND BEARING PLATES, UNLE55 OTHERWISE NOTED. EX I STING PLAN 5 - fO R REFERENCE ONLY DRAWING INDEX HM. -HOLLOW METAL RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE AIR 2. ALL STRUCTURAL FRAMING LUMBER SHALL BE#2 OR BETTER DOUG-FIR, FB= 1450 P.S.I. AND E = 1 ,700,000 P.S.I. UNLESS OTHERWISE HD -HOLD-DOWN STRAPPING TO THE.DRYWALL. T1GHTAND IC RATED, INDICATED, WITH SPF UTILITY SHOES AND PLATES, STUD GRADE PPF: ALL LINTELS SHALL BE DOUG-FIR WITH FB = 1450P.5.1.. HB -HOSE BIBS (NON-FREEZE) BATT INSULATION SHALL BE CUT NEATLY TO FIT D0y" A-A TITLE NOTES 3. ALL ROOF PLYWOOD PANELS SHALL BE EXTERIOR CDX GRADE, WITH EXTERIOR GLUE, SHALL MEET THE REQUIREMENTS OF THE HVAC HEATING VENTILATION * AIR CONDITIONING AROUND WIRING AND PLUMBING IN EXTERIOR LATEST EDITION OF THE U.S. PRODUCTS STANDARD PS-1 , AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE TRADEMARK OF eb '° � A- I FLOOR PLANS � DETAILS P LUMBING>AND WIRING WALLS,OR INSULATION THAT ON INSTALLATION THE AMERICAN PLYWOOD ASSOCIATION. _ _ A-2 ELEVATIONS * SECTIONS INSUL. -INSULATION READILY CONFORMSTOAVAILABLE SPACE SHALL 4. WOOD STRUCTURAL MEM5ER5 IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH OIL-BORNE ___ A-3 DETAILS � NAILING 5CHEDULE INT. -INTERIOR EXTEND BEHIND PIPING AND WIRING. CHEMICALS OR CREOSOTE, TO DEFINITE RETENTIONS AND PENETRATIONS IN ACCORDANCE WITH THE AWPA STANDARDS C-I AND C-2. - - E- I ELECTRICAL PLANS LAM. -LAMINATE THE AIR BARRIERINSTALLED AT EXTERIOR WALLS EXTERIOR WALLS ADJACENT TO SHOWERS AND BEARING PLATES, AND M015TURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBERS AND WALL. LAV. -LAVATORY SIIOWER/TLIB ON EXTERICIR WALL AD;JACEI'I T TO SHOWERS AND TUBS SHALL TUBS SHALL BE INSULATED. 5. ALL LUMBER AND CONNECTIONS SHALL BE I N ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL LD'R -LEADER (ALUM. U.O.N.) SEPARATE THEM,i ROM THE SHOWERS AND TUIS& DE51GN 5PECIFICATION5 FOR STRESS GRADED LUMBER AND ITS FASTENINGS. LUMBER SHALL BE FURNISHED AND INSTALLED, COMPLETE M ELECTRCAL/P>PONE PDX 0.14 EXTERto THE AIR BARRIER SHALL BE INSTALLED BEHIND WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGERS, ETC. REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS MAX. -MAXIMUM WALLS ELECTeICwLC°R CONIMIUNICATION BOXES OR AIR- CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WA5HEK5 OR PLATES. JOIST HANGERS AND � Exlen� FYiST/1S.IQ.WI �;F � MFG'R. -MANUFACTURER SEALED BOXES SMALL BE INSTALLED. CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AND HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW M15C. -MISCELLANEOUS YORK STATE BUILDING CODE REQUIREMENTS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OK SPECIFIED TI-1EY SHALL BE M.C. -MEDICINE CABINET HVAC REGIST ER BOOTS THAT PENETRATE BUILDING FURNISHED IN ADEQUATE NUMBER AND SIZE. N HVAC F EGISTER ROOTS THERMAL ENVELC' E'SFiALL BE SEALED TO THE SU FLC)OR OR I✓�+Y „SH G. ALL CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PRACTICE, RECOMMENDATIONS OF NA. -NOT APPLICABLE SU ETA PSR O RED TO BE SEALED,CONCEALED FIRE MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS: NIC -NOT IN CONTRACT SPRINKLERS SITALI ONLY E SEALED IN'A MANNER A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPER PLACE, BRACE, PLUMB AND LEVEL ALL MEMBERS AND 1515 NTS. -NOT TO SCALE SECURE WITH SUFFICIENT NAILS, 5PiKE5 AND BOLTS TO INSURE RIGIDITY. NI O CONCEALED SPRINKLERS THAT 15 RECOMMENDED BY THE MAINUFACTURER. � EXISTING B6a;t r CAULKING OR OTHER ADHESIVE SEALANTS SMALL B. NAIL LAPPED JOISTS OVER ANY BEARING TOGETHER WITH TWO I OD NAILS, SECURE BUTTED JOISTS WITH I INCH WIDE BY 18 INCH OC. -ON CENTER NOT BE USED TO F1I.1-VOIDS BETWEEN FIRE METAL STRAPS AND TWO 81) NAILS TO EACH JOIST. - t KZHOVt OPNG. -OPENING �, 4�� „ �i._- J� OPP. -OPPOSITE S RINYLER CC`ER PLATES A IC,WALLS OR CEILINIGS. C. PROVIDE SOLID SURFACES AT LEAST II-1/4 INCHES WIDE, IN BOTH DIRECTIONS, AT ALL CORNERS FOR SECURING DRYWALL, m C+"""� ETC.. FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2-INCH WOOD BLOCKING SECURED AT LEAST TWO 8D NAILS AT Sl' �I EACH END. PNL. -PANEL I I AVE PREFAB. -PREFABRICATE D. TAIL JOISTS, OVER 4 FEET LONG, AND HEADER JOISTS SHALL BE HUNG IN APPROVED METAL STIRRUPS, OR HANGERS, AND SPIKED1 L___J E ISE PRESS. -PRESSURE P RES C RI PTI V E DE51GN LIMITATION 5: SECURELY UNLE55 SUPPORTED ON A WALL OR GIRDER. PROP. -PROPERTY E. ALL 5TUD5 SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT ACCORDANCE WITH NEW YORK STATE CODE FT. -PAINT POCK -POCKET (DOOR) AND AS NOTED HEREIN. 1r-7- a (1) PLATES AND BLOCKING SAME WIDTH AS RELATED STUDS OR WIDER. m QT -QUARRY TILE ATTRIBUTE LIMITATION REFERENCE SEE PROPOSED (2) FRAMING TO SUIT WORK OF OTHER TRADES. � SECTION FIGURE MAX. R -RISER NUMBER OF STORIES 3 1.1.3.1e 1.1 I EXIST. (3) PROVIDE SOLID BEARING FOR FULL WIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC.. RCNYS -RESIDENTIAL CODE OF NEW YORK STATE FLOOR SYSTEMS F. ROOF SHEATHING, SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; LOCATE END JOINTS OVER SUPPORTS; =`I'L NUMBER DATE REMARKS REINF. -REINFORCE REQD. -REQUIRED LUMBER J015T SPAN 20 3.1.3.2a - II' EXIST. STAGGER JOINTS. PACING 24" 3 JOIST S .132b 16". . 7. WHERE RAFTERS AND JOISTS FRAME, INTO(OTHER WOOD BEAMS, PROTECO GGGALVANIZED STEEL JOIST VIDE EU- RI . 18 AE L . REV. -REVISION JOISTS DAHMENT PLAN CANTILEVERS/SETBACK-SUPPORTING LOADBEARING SHEARWALL OR NON-SHEARWALL D' 3.1.3.2c 2.I a,d NA R.M. -ROOM ROBERT C. TAST A.I.A. RR -ROOF RAFTERS CANTILEVERS-SUPPORTING NONBEARING SHEARWALL OR NON-SHEARwAL- L/4 3.1.3.2c 2.117 NA 8. PROVIDE FIRE STOPPING A5 PER NEW YORK STATE BUILDING CODE REQUIREMENTS. C CANTILEVERS/SETBACK-SUPPORTING LOAD13EAPJNG SHEARWALL 4D 3.1.3.3d 2.I c,e NA ARCHITECT 9. INSULATION IN ALL ROOFS SHALL BE FIBERGLASS TYPE, AND THICKNE55 A5 SHOWN ON DRAWINGS. INSULATION �"I' SAN. -SANITARY FLOOR VERTICAL FLOOR OFFSET D 3.1.3.2d 1.3 NA SHALL BE PROVIDED AT ALL UNHEATED TO HEATED SPACES. ALL INSULATION SHALL HAVE A FOIL VAPOR BARRIER DIAPHRAGMS FLOOR DIAPHRAGM ASPECT RATIO 4:1 3.1.3.2c I.G 1.45:1 SURFACE EXPOSED TO HEATED SURFACES. ------- 5D. -SMOKE DETECTOR FLOOR DIAPHRAGM OPENING LESS OF 12'OR 3.1.3.2f 1.7 --- 620 05TRANDF-R AVENUE SF. -SQUARE FOOT (FEET) 50%OF DIMENSION NA 10. BLIND FLASH ALL JUNCTIONS WHERE VERTICAL MEETS HORIZONTAL(ROOF, WINDOWS, DOORS, ETC.) SKYLIGHTS TO BE ___ RIVERHEAD, NY I IcI01 5L. -SLIDING (DOOR) WALL SYSTEMS DOUBLE INSULATED, SELF FLASHING WITH CURB. ALIGN WITH ROOF RAFTERS. 631-5�i�I-8106 F 631-"12"1-0144 EXII POOR T LOADBEAKING WALL HEIGHT 10' 3.1.3.3a 8'-0"EXIST. 1 1 . ALL MATERIAL SHALL BE INSTALLED A5 PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. To REMAIN T -TREAD WALL sruDS - - r-- - - NON-LOADBEARING WAU.HEIGHT 20' 3.1.3.3a 8'-0" TtG. -TONGUE AND GROOVE WALL STUD SPACING 24" 3.1.3.3b 1 G" TO5. -TOP OF STEEL _ a' }\ C �__ I ALTERATION d REPAIR SHEARWALLS SHEARWALL PIAN OFFSET 4' 3.1.3.3c I.2 NA II I I 1 //�`A r U l O'CONNOR RESIDENCE TOW. -TOP OF WALL SHEARWALL SEGMENTS ASPECT RATIO 3 1/2:1 3.1.3.3e 1.5 2.75:1 S ITE PLAN SCALE 1 - 50 i l I I I NaM,I RINOVE ALL TYP. -TYPICAL T.O. -TRIMMED OPENING ROOF SYSTEMS F - I ROOF EPAIRDUGTURE- =-- TTI c ,TOWN of SouT1RK j' �'`� I I--IIE I REPAIR aAMABC To � SUFFOLK COUNTY,NEW YORK IFLAIMS U LUMBER RAFTER SPAN(HORIZONTAL PROJECTION) 2G' 3.1.3.4a I I' \\\f�`~ I!JI6' A5 � UL. -UNDERWRITERS LABORATORIES RAFTERS RAFTER SPACING 24" 3.1.3.417 - I G" -- LESS OF 2'OR RAFTER 3.1.3.4c 2.If \ LENGTH/3 \` U.O.N. -UNLESS OTHERWISE NOTED OVERHANG LENGTH I / ROOF SLOPE FLAT- 1 2:12 3.1.3.4d - 1 2:1 2 V -- 0M.A11 EXIST. STOVE! VCT. -VINYL COMPOSITION TILE ROOF ROOF DIAPHRAGM ASPECT RATIO 4:I 3.1.3.4e 1.6 2.9:1 Oi ----- - �(]\\ \ ; �I _ DIAPHRAGMS 4'�• ♦Di ;! IEXI�ST..CAeBM-M Ij�_I VE ALL VIF -VERIFY IN FIELD _-�' \ ILS -J ' TITLE NOTES �W -WITH EXIST. I I WWF -WELDED WIRE FABRIC DRAWING PREPARED JULY 15,2016 WP -WATERPROOF V\ 1 - ►� _ - \\ -_ -_1_I /__ _ __ 54-ALE, %' = I'-0"*AS NOTED - -" \ I' ! REMOVE EXIST. I / _ �-' EX I STI NOS I .Ios No.� 2o14-sa S, _ _�� i�_/� STAIR TO LOFT CLIMATIC GEOGRAPHIC DE51GN CRITERIA 4 s _ 6 x HOUSE TO BE - GROUND WIND SEISMIC WINTER ICE SHIELD 0 �iA i DRAWIN6 NO. SUBJECT TO DAMAGE BY 1 30.Q 3 ,,_ LT iZ�D 4'f OF �� UNDERLAY- FLOOD /,,,,, /j/ SNOW (SPEED IN DESIGN DESIGN MENT tI ' �I EX15T. ir� %f WEATHER- FROST LINE HAZARDS i-i-! n /,j, ��" �E Cot LOAD MPH) CATEGORY TERMITE DECAY TEMP. REQUIRED n.�.:i�'% �- ^t�'`' ING DEPTH I / < SURVEY INFORMATION OBTAINED FROM SURVEY PREPARED NOM M!I�,ay N/A PER MOD.TO SLIGHT TO �' BY ROBERT A.KART,DATED MAY 29, 1991 ExiBnN5 KNt7OP6 / � 20 PSF 120 R 301.2.2 SEVERE 3'-0" HEAVY MODERATE I 1° �6° � ' YES NA 1' i N1 +�S �/ NOTA ,�^" > EXISTING �t •-„ ,, , t, � GARAGE 6, 30" (NO CHANCE) I FIRST FLOOR PLAN ------------ JI 26'-Q" .10 REMOVE EXISTING 7' FLOOR SLAB AT — _ ACOF-55 REMOVE EXISTING STEPS -————— PASSAGE $ UNDERPINILCO I NEW4 EXTEND BASEMENT REPAIR EX15TINO - M -————— EXISTING FOOTIN55. ACCESS HALLS AS DECK AS PROVIDE NEW 4" CONC. REQUIRED. PROVIDE HATC 4 4 REQUIRED SLAB AT SAME NEW METAL OR GONG:. EXT045tON REMOVE EXIST. ELEVATION AS EX15TINO STEPS AS DIRECTED BY ...................4- HINDOH 4 OWNER - SEE NORTH BASEMENT SLAB EXISTING DOOR PATCH HALL EXISTING DOOR ELEVATION TO REMAIN TO MATCH TO REMAIN V TAI154:2 EXIST. % 777777 3: in 1 0 CLOSET < tu .5'-W 5LIPI ul EXISTING x 2XO RAFTER a 16" O.C. DR. ji I EX15TINS CRAWL "";2X5 SG 155 0 16" 0. I (r4 MIN. U=.40 T., I i CRAWL SPACE I. 2XIO RAFTERS a W' O.C. 10 d4 NOTE: REMOVE ALL lu I I f= EXISTING 1 z 5FACE _'-2X-E5 501550RJO15T 0 ie, O.G. 10 ROOF STRUCTURE- 1 SD n I � -ID5D CRAWL 1 X j_� 0 REPAIR DAMAGE TO "4�� yoo�\ I ti- 13 5PACE i Lu VZ z co N fn —jill 1 ��-2 111! 1 PLATES A5 REGUIRED OREAT ROOM -------1--111 IL 5; lu [-,A 44 (:2)THIa5IO 1011:t lu 1018± RELOCATE EXIST. 0* STOVE $ PROVIDE I INON-COMBU5TIBLE ORELOCAT'E EX15T. I I I L z I FLOORING 4 WALL x x 1 PROTECTION A/P STOVE i EXISTNREQUIREMENTS t CODE 4 MFOR15. n REMOVE ALL x E3 EX15TINO 65EMENT I . CABINET5 ji G PATCH REMOVE EXISTING In FLOOR --------- CHIMNEY - PATCH 17EMO\/E ! 2 z m 1 1, i l FLOOR $ SLAB IL m X15T. 1 DAMAGE TO MATCH F'OLLINO lu I CHIMNEY ll 4 EXIST Eb -EX15TINC, LIBRARY �--------- IL--------- 1--------- EXISTINO v I-ADDER -T-----7------ z V400D POSTS %D 2' 8" POCK. IL WITH NEW 5Y:2" O I x STEEL COL5. 2 90 PC�,< z 0 5DO m m to IL- 0 0) REMOVE 0- co < EXISTING X x ------------------- tu tu FURNACE -------------------------------------- 11 f REMIOVE EX15T. 11 --------------- 7-4" PC ,K U sTAIR TO LOFT NOTE: RELOCATE BATH E3Er7)R0QM HEATING 4 HOT -1 HATER EQUIPMENT n X X lu =URR T�i qv Til II ® I6" O.C. .2 EXIST. 2X5 0 161, O.C. tu EXIST. 2X5 0 16' 0.c_- BY OWNER ALL 2 pr 2X RAF 7r_;;ZE 16" O.C. :2XI0 RAFTERS a 161, 0. Ar x A ,�D le te NOTE: FPEMO\/E ALL A-2 �ILV 40 EXISTING NINDONS, x ul UNLESS OTHERWISE Lu EXISTING FOUNDATION HA;5 NOTED +1 Nk Nk AX251 TH5.9410 AX 81 O 2:21-1112:21-111 ILI ?r 0 f IR5T FLOOR DEMOLITION PLAN f I P\5T FLOOR PLAN SCALE : 114" BASEMENT FOUNDATION PLAN 0 SCALE : 1/4" = 1'-0" 0 SCALE : 1/4" = 1'-0" NOTE: PRIOR TO CONSTRUCTION, TEST EACH SILL PLATE FOR STRUCTURAL SOUNDNESS AND CONDITION 4 NOTIFY OWNER OF ANY ADVERSE OR QUESTIONABLE FINDIN65 i� �S XNUMBER DATE REMARKS ON ROBERT C. TAST, A.I.A. dd ARCHITECT 6:20 05TRANDER AVENUE RIVERHEAD, NY 11cf01 651-511cl-e106 F 651-777-0144 ALTERATION 4 REPAIR O'OONNOR RE51DENCE MATTITX1K,TOWN OF 5OU-rHol_p SUFFOLK COUNTY,NEW YORK FLOOR PLANS $ DETAILS DRAWING PREPARED JULr le"2016 SCALE: JOB NO.e 2014-59 DRANIN6 NO. G! NEW 4 A- 1 15/4" x 14" ML RIDGE 3/4" xI 4" ML CL05ED CELL FOAM g/8" PLYWOOD SHEATHING RIDGE INSULATION WITH � STANDING SEAM METAL ROOF - COLOR AS SELECTED BY OWNER CONT. VAPOR 2X10 RR a 16 O.G. 2X10 RR a 16" BARRIER MIN. R=38 OVER 30# FELT O.C. VOTE: SUBMIT ALTERNATE TO PROVIDE REMOVE ALL T ND NO 5E M E sL - - - - - - - =NGINEERED WOOD EXISTING ROOF 8 TRUSSES IN LIEU OF 12 ^ CEILING FRAMING O Flf 15 G LO 8 MA TE IA 5 E EOTED B O N R RAFTER FRAME. 12 . 12 12 2X8 SCISSOR ''j 2 CLOSED CELL FOAM V- X8 Loc, \ RAFTERS ® I6" INSULATION WITH 1- y EXTEND I �!OGCONT. VAPOR ELECTRIC, MA5T O.C. / 12 �_-� ''\ BARRIER MIN. R=38 f ATTIC \ LPRTOVIDE 8 NE DIRECTED PROVIDE,ADDITIONAL 'RE-FRAME THIS WALL AS a Y2 " TJI a 12" O.G. " - PVG WINDOW LATE/SO!LID BLOCKING TO REQUIRED -VERIFY IN FIELD 5URROUND5 AS ALIGN TOP OF STUD WALL GYP. BD. - TYPICAL WITH ADJACENT PLATE EXISTING L Y OWNER EXISTING URR THIS _.ij,�__ SELECTED B CLOSED CELL FOAM BALLOON FRAME - TYPICAL BALLOON FRAME INSULATION WITH CONT. 5TUD5 a 16 WALL 2 O.G. _ " STUDS a 16" O.G. GREAT ROOM VAPOR BARRIER R-22t - V.I.F. REMOVE 6 REPLACE f REMOVE EXIST. SIDING $ PROVIDE O R-2I INSULATION BATH BEDROOM NEW CEDAR IMPRESSIONS SIDING BASEMENT ACCESS OVER HOUSE WRAP - TYPICAL EXISTING FIRST EXISTING FIRST NAIL NEW 2X6 TO EACH FIRE BLOCK EXIST. HATCH WITH 51LOO FLOOR FLOOR EXI5TING JOIST STUDS EXISTING FIRST FIRE BLOCK FIN. FLOOR 8 BASE A/P CLA5510 SERIES Wmli III III In III III III r7=1 ----- --- FLOOR T. D - TYPICAL POWDER GOAT HATCH 8ni 11 — 1 1% - --- EXTENSION - _ _ EXISTING EXISTING CRAWL SPACE F �pp CRAWL SPACE EX15T. 2X5 FJ a EXIST. 6X8 LIL I ®Q I 1 A55UMED 5" GONG, OR REPLACE REPAIR GIRDER h �� I I _ 1 L, Ow J ALIGN NIW ?ACCESS 1 FOUNDATION WALL 816 X 5 R-30 INSULATION 1 JO STSAMAGED ' a 0 SLAB WI HXISTING I GUT BACK FACE FOOTING - VERIFY DIMENSIONS dl i L I I L'1 ; Q l4 z BASEMENT SLAB OF EXIST.- 8 LOCATION IN FIELD - NOTIFY f I REMOVE EXIST. WOOD p OWNER 8 ARCHITECT OF ANY EXIST. L ; to i v a 1 NEW 4 GONG. SLAB DISCREPANCIES FOUNDATION I " FOOTING V.I.F. € POST STEEL COL. 81 BASE STAIR A5 L 1 z 3 v I EXISTING a SAME LEVEL AS WALL DIRECTED B L r1_1=-- �z =-= =-= _---__� i ----- ----- PLATE - EPDXY ANCHOR OWNER - MIN. a' - _1 I _ 1 CELLAR SLAB , EXISTING TO EX15TINO FOOTING L ---__--_ � ._ _ _ — — _.._._..- _ _------- -------- - - _ —_—_— ----- - -- -- ---- - ---- - ---- ---- -------- BASEMENT TREAD, MAX. 5Y4" ---------------------------------------------------------------------------------y, SLAB - RI5ER -JUNDERPIN I EXISTING WALLS SEE UNDERPINNING DETAILS - SEE DETAIL DWG. A-3 NORTH ELEVATION 8 SECTION 13-13 0 A SECTION A-A SCALE : 1/4" = 1'-0" A-2 SCALE : 1/4"' = 1'-0" A-2 SCALE : 1/4" = 1'-0" STOVE FLUE IN ACCORD WITH BUILDING CODE, MANUFACTURER'S 8 UL STANDARDS - PROVIDE ALL REQUIRED CLEARANCES AND GUY I NG/ 12 BRACING AS REQUIRED 12 _ A_ N -5E AM ME L - - - - - - -� S LE T"E B O NE I �- REMOVE EXISTING OLOR \ ROOF STRUCTURE(5) :.\ 12 i' \ I \ NUMBER DATE REMARK5 - J MATCH EXISTING �,\ "CEDAR IMPRESSIONS" VINYL SIDING -__-___------------------------- ._rte -.�I . SIDING THIS WALL � —_ - �`- - -_—_--_ OV�R_I"RIGILp IN'ULATIQN}4ND ----------------------------- ----------rfi -, r. TYVEK HOUSE WRAP - TYPICAL \ ROBERT C. TAST, A.I.A. '- � ARCHITECT NEW DOOR A5 I' - /g \ - EB SELECTED BY f !�-. I620 05TRANDER AVENUE "CEDAR IMPRESSIONS" VINYL OWNER EXISTING DOOR - � - - /- RIVERHEAD, NY IIclOI 51DINO OVER I" RIGID INSULATION TO REMAIN AND TYVEK HOUSE WRAP - y ° 631-SQ�i-8106 F 631-'127-0144 TYPICAL I Lu 400 SERIES TILT-WASH _ -• ±±�11 _3 ANDERSEN WINDOWS EXISTING HOT TUBS --------- UNLE55 OTHERW 15E EXISTING FIRST EXISTING HOT TUB \ i EXISTING FIRST ALTERATION a REPAIR EXIS INC FIRST DIRECTED - TYPICAL FLOOR -�_ —._ _ __ __ _ _ _____ _-—_—_ _ -_—_ TO REMAIN I ! TO REMAIN I — — — FLOOR FLOOR O'GONNOR RE51 DENGE MATTITUGK,TOWN OF 5OUTHOLD .._.�_—_—__ I._ . —_ _ �--- —_-- �._-_------------------_—_—_—._—- ------------ - SUFFOLK COUNTY,NEW YORK I I I I REVISE STEPS TO I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I BASEMENT A5 I I I I I I I I ' ---------------------- 1 --------- L REQUIRED 8 I I I I I I I I ' 1 ' -------------------- REPLACE HATCH V,4TION5 SECTIONS 1 1 1 I I I I ~--------------------- I I VERIFY FOUNDATION UNDER I WITH NEW BILGO I I I I I I I ' ENTRANCE FOYER PRIOR TO HATCH 8 EXTENSION EXISTING I 1 _ _ _�_.. _ __ CELLAR SLAB _I_ EXISTING 1 1 -- - - - - --- ___--___--__ --_ _._-. NOTIFY OWNER 8 ARCHITECT OF 1- n---_ ---p N-W _- _- _- _- _-� _Yom-f _ rr _ 1---'�--------------------- 1_; CELLAR SLAB CELLAR SLAB I I DRAWINO PREPARM .IDLY 18,2016 COMMENCING ANY WORK - --------------------------------------------------- --1------- T -__ - .-_-_�-_- II - —� - -----------------------------•----------------------------------------------------------------------r-L------- EXISTING CONDITION —-—-—,-—-—-—-—-—-—- —-—-—----—-—-—---—-—-—-—-—- I --- �- - - r-L------------------------------------------------------------------------------------------------1i SGALE� ---------------------------- J05 NO.I 2014-39 50UTH ELEVATION EAST ELEVATION WEST ELEVATION - DRAWING NO. SCALE : 1/4" = 1'-0" - �� SCALE : I/4 - I 0 ��®�_�°��!1/�✓� SCALE : 1/4 = 1 -00 0 �� G i�� '�<�`�. ' A-2 A� � F I RST FLOOR METAL ROOF AS 51=1 EGTED BY NAILING SCHEDULE OWNER SIMPSON 0520® 16" O.G. EXISTING FOUNDATION WALL (AS PER 2001 WFCM TABLE 3. 1) 8-8d COMMON NAILS IN EACH JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING END OF STRAP MIN. COMMON NAILS BOX NAILS ROOF RAFTERS REFER TO PLANS FOR SIZE ® EXISTING FOUNDATION WALL ROOF F RAMING SPACIN& REMOVE EXIST. RAFTER TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - 10d PER RAFTER SLAB $ OUT BACK EXISTING FOOTING CEILING JOIST TO TOP PLATE(TOE-NAILED) (TABLE 3.4A) 3 -8d 3 - loci PER JOIST V.I.F. _-- ALIGN NEW SLAB CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) (HEEL JOINT) � ---- - - WITH EXIST. ALIGN NEW SLAB REMOVE EXIST. SLAB _ ----- ----- ---- I G"O.C. RAFTER 3:1 2 10- I Gd 10-40d SLOPE: 4:12 8- 16d 8-40d `ti 5" NO SHRINK GROUT L BASEMENT SLAB WITH EXIST. BASEMENT SLAB �- EXISTING FOOTING (TABLE 3.9A) 5:1 2 G _ I Gd G -40d EACH LAP - 3" NON-SHRINK GROUT - 7:12 5 1G 5 -40d I RIDGE STRAP _-- 9:1 2 AND GREATIER 4- 1 Gd 4-40d A-3 SCALE : NONE EXIST. SLAB r .F B c A CEILING J015T LAPS OVER PARTITION (FACE-NAILED) Al RAFTER SLOPE: 3:12 10- I Gd 10-40d (TABLE 3.9A) 4:12 8- 1 Gd 8-40d NEW 4" GONG. SLAB �T.EMFORARY 5:12 G _ I Gd G -40d EACH LAP NEW 4" GONG. SLAB UNDERPINNING CONCRETE 7,12 5 I Gd 5 -40d WITH INTEGRAL WITH INTEGRAL SHEETING 9:12 AND GREATIER 4- I Gd 4-40d REINFORCING REINFORCING COLLAR TIE TO RAFTER(FACE-NAILED) RAFTER SLOPE: 3:12 3 - loci 3- 10d (TABLE 3.GA) 4:12 2 - 10d 2 - 10d ROOF 5:12 2 - 10d 2 - 10d PER TIE JOISTS ��R � CEILING G:12 AND GREATIER 2 - 10d 2 - IOd REFERyTTOPLANSFOP,SIZE a 2 UNDERPINNING DETAIL - SECTION 2 UNDERPINNING DETAIL - PLAN VIEW BLOCKING TO RAFTER(TOE-NAILED) 2 -8d 2 - loci EACH END SPACA-3 SGAL.E : 1�2" = ('-0° A-3 SCALE ° 1/4" - I-0° RIM BOARD TO RAFTER(END-NAILED) 2 - I Gd 3 - I Gd EACH END UNDERPINNING PROCEDURE WALL FRAMING I. REMOVE EXISTING SLAB d EXCAVATE ON CRAWL (BASED ON 51IEATNING NAILED I I TOP PLATE TO TOP PLATE(FACE-NAILED) @ G"O.C.AT PANEL EDGE) 2 -1 Gd 2 - I Gd PER 8" BELOW UNDEER5IDE OFF FOOT SPACEGG Y AT X DEGREE SLOPE DOWN TO EXISTING BASEMENT SLAB. TOP PLATES AT INTERSECTIONS(FACS-NAILED) 4- I Gd 5 - I Gd JOINTS-EACH 51DE SIMPSON H2 ® 16" O.G. 2. INSTALL TEMPORARY SHEETING/SHORING® 4'-0" ON CENTER HORIZONTALLY BELOW EXISTING FOOTING. 5-8d COMMON NAILS STUD TO STUD (FACE-NAILED) 2 -1 Gd 2 - I Gd 24"O.C. ® EACH 5. EXCAVATE AREAS MARKED "A",BRACIN&TEMPORARY SHORING AS EXCAVATION PROCEEDS. HEADER TO HEADER(FACE-NAILED) I Gd I Gd I G"OC ALONG EDGE5 EXISTING EXTERIOR 2 - 16 TOP OR BOTTOM PLATE TO STUD(ENID-NAILED) d 2 -40d PER 2x4 STUD WALL(2X4 STUDS) - 3 - I Gd 3 -40d PER 2xG STUD INSPECT d REPAIR ALL INSTALLERPINNIN6 BOTTOM OF EXISTINCONCRETE IN AREAS "A' BELOW DAMAGED STUDS d G FOOTING. BOTTOM PLATE TO FLOOR JOIST, BA�JDJ015T, ENDJOIST OR BLOCKING 2 - I Gd 2 - I Gd PER FOOT 5HEATHIN& OF 5. AFTER 3 DAYS,GROUT AREA "A"TIGHT TO UNDERSIDE (FACE-NAILED) (BASED ON SHEATHING NAILED @ G"O.C. AT PANEL EDGE) 2 RAFTER/TOP PLATE STRAPPING X 5T 6 OOT T ON-5HRINK&ROUT. FLOOR FRAMING �-3SCALE : NONE 6. AFTER 3 DAYS,EXCAVATE AREAS MARKED "B" BELOW BOTTOM OF EXI5TING FOOTING. JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-8d 4- I Od PER JOIST 'T. INSTALL UNDERPINNIN&CONCRETE IN AREAS "B" BELOW BOTTOM OF EXISTIN&FOOTING. BRIDGING TO J015T(TOE-NAILED) 2 -8d 2- I Od EACH END 8. AFTER 3 DAYS,&ROUT AREA "B" TI&HT TO UNDERSIDE OF EXISTIN&FOOTING WITH NON-SHRINK GROUT. BLOCKING TO JOIST(TOE-NAILED) 2 -8d 2 - 10d EACH END Q. ATTER 3 DAYS,EXCAVATE AREAS MARKED "G" AND BLOCKING TO SILL OR TOP PLATE(TOIE-NAILED) 3 - I Gd 4 - I Gd EACH BLOCK REMOVE TEMPORARY SHORING: PROCEED A5 IN STEPS'T 4 8 ABOVE. LEDGER STRIP TO BEAM (FACE-NAILED) 3 - I Gd 4- I Gd EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 -8d 3 - I Od PER JOIST BAND JOIST TO JOIST(END-NAILED) 3 - I Gd 4- I Gd PER JOIST BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2 - I Gd 3 - I Gd PER FOOT HEADER I%ROOF SHEATHING REFER TO PLANS FOR zE 51MPWN HH m EACH END STRUCTURAL PANELS: PANEL INTERMEDIATE TOTAL NAILS AS PER (TABLE 3.8) EDGES SUPPORTS MANUFACTURER WOOD P05T INTERIOR ZONE 8d I Od 4" G" REFER TO PLANS FOR 517E PERIMETER EDGE ZONE 8d I Od 4" 4" GABLE IfNDWALL RAKE WITH LOOKOUT BLOCK 8d 106 4" 4" 3 HEADER/POST STRAPPING CEI LI NG 5H EATHING A-3 50AL.E : NONE GYPSUM WALLBOARD __T 5d COOLERS 5d COOLER;j 7"EDGE/ 10"FIELD WALL SHEATHING STRUCTURAL PANEL INTERMEDIATE PANELS/HARDBOARD EDGES SUPPORTS (TABLE 3.9) INTERIOR ZONE 8d I Od G" G" 4" EDGE ZONE 861 1 Od G" G" I I I I I I I I I I 11 SOLID BLOCKING I I I I I I 11 i t I .JOINT IN PLYWOOD FIBERBOARD PANELS: I( I I I I 7/1 G" Gd 3 - 3" EDGE/G"FIELD I I I 25/32" 8d 3 - 3" EDGE/G"FIELD II II II II II GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE/ 10" FIELD I I I I I I I I ad NAILS ® 3" O.G. I I I I I I I II I as NAILS ® 6" O.C. FLOOR SHEATHING II II II IIL zi I I I I I I Iad NAILS ® 6" O.C. STRUCTURAL PANELS: 1 I I I I ( I I I 1"OR LE55 8d I Od G"EDGE/ 12" FIELD - __-u =-�f__,_LL--!L_,_- -JL- GREATER L- GREATER THAN I" I Od I Gd G"EDGE/G" FIELD NUMBER DATE REMARK5 LINE OF FOUNDATION NAILING NOTES '�'�''-L 14 VTR 4 TYPICAL PLYWOOD NAILING PATTERN �'� °o,� NOTE: FIXTURES TRIM AS ROBERT C. TAST, A.I.A. I. NAILING REQUIREMENTS ARE BA5ED ON WALL SHEATHING NAILED G" ON CENTER AT THE PANEL EDGE. IF WALL SHEATHING 15 SELECTED BY OWNER ARCHITECT A-3 : `! NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL SCALE NONE I MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. I NEW BATH 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE _ __.I 2 620 05TRANDER AVENUE PERMITTED TO BE REDUCED TO I - !6d PER FOOT. - I _ RIVERHEAD, NY I Ici01 3. CORROSION RESI5TANT I I GAGE ROOFING NAILS AND I G GAGE STAPLES ARE PERMITTED; VERIFY WITH RESIDENTIAL BUILDING E i I I 631-Sia-8106 1= 631-"127-0144 11211 I f I I ..II CODE OF NEW YORK FOR ADDITIONAL REQUIREMENTS. I 2"I 112 4. ALL QUANTITIES ARE BASED ON I G" OC SPACING FOR RAFTERS, JOISTS AND STUDS. 1 I 1 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH SIDE OF THE ROOF _ i 1 1 �( I I ALTERATION $ REPAIR PEAK, THE 4 FOOT PERIMETER:EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. EXIST.EXTERIOR WALL L i 1 (\J -L I l! DW WASH O'GONNOR RE5IDENGE G. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE STUDS(BALLOON FRAME) I I l �-- ) JJ I ly2 I MATTITUGK,TOWN OF SOUTHOLD 112?I `r I FIRST FLOOR SUFFOLK COUNTY,NEW YORK USED. _ _ _ I I � EXIST. IN6- SIMPSON HDU TYP. ® ALL � - - f �— - - - - 3: REPLACE ALL OUTSIDE GORNER5 EXISTING PLUMBING FIXTURES I 2 lye AREAS DAMA&ED 24-5D5 1/4" X3" STUD PIPING TO 6� REMOVE IN THEIR 3.: (y C.O. FASTENERS ENTIRETY D�TAI I L5 4 N�I L I NO 4" EXIST. FLOOR 2X NAILER BETWEEN STUDS CRAWL SPACE 4 FAI SGHF_DULE J015T5 V.I.F. C.O. RI SER D I AORAM C.O. 2X FIREBLOGK 5/8" (P HOLDDOWN ANCHOR DRAWING PREPARED .lI1LY 15,201c, AT ALL SET,�" MIN. — — TO EXISTING BALLOON EMBEDMENT SCALE: FRAME WALLS EXISTIN&CONCRETE EXIST.4° SYSTEM Y ,JOB No.. 2014-5a FOUNDATION WALL BASEMENT HOUSE TRAP DRAWING NO. f •�tQ /fin 5 CORNER HOLD DOWN DETAIL A SANITARY RISER DIAGRAMR�.� A-3 SGAL.E : NONE ' A-3 SCALE : NT5 / t i A_5 z ELECTRICAL 5YME30L PENDANT FIXTURE WALL MOUNT FIXTURE AS • SELECTED 5Y OWNER CEILIN5 MOUNTED LIGHT AS SELECTED DY OWNER 4. +L HI-HAT - TYPE AS SELECTED .4 BY OWNER I JAL WATERER PROOF HI-HAT CHANDELIER AS FURNISHED EXISTING EXTERIOR GfI LIGHTS TO REMAIN EXIST. HOT TUB BY OWNERPOWER TO REMAIN PULL CHAIN PC GfI $ 51NOLE 5PqITCH 5D L $:2 DOU5LE5N[ITCH PC PC NOTE: SWITCHES (NOT O SHOWN) AND OUTLETS, CO THREE-WAY SkqlTOH DEVICES ETC. SHALL BE LOCATTED BY OWNER DUPLEX RECEPTACLE DURING CONSTRUCTION DOOR BELL SWITCHED DUPLEX 5D RECEPTACLE CO 0 VERIfy 220 \/ OR SPECIAL 2� LOCAT REr_.r-P7ACL_E — )< WITH TION V FLOOR RECEPTACLE PLACEMENT GfI &ROUND FAULT INTERRUPTER I GfI Gfl 75 CFM EXHAUST FAN OR \0\ MOTOR 5D 0 SMOKE DETECTOR CO 0 CARBON MONOXIDE DETECTOR >< 5DO Co 2 X 45" FLUOR. WITH WRAP A- -4 AROUND LENS $ LOW TEMP Gfl GfI BALLAST 2' UNDERCOUNTER LIGHT O \0\ FI RST FLOOR PLAN 0 BASEMENT FOUNDATION PLAN 0 SCALE 114" = P-0" SCALE 1/4" = 1'-0" NUMBER DATE REMARK5 ROBERT C. TAST, A.I.A. ARCHITECT 620 05TRANDER AVENUE RVERHEAL,), NY 11,101 F 651-'72"7-0144 ALTERATION 4 REPAIR O'CONNOR. RE51DENCE MATTITUCK,TOWN OF 5OUTHOLD SUFFOLK COUNTY,NEW YORK ELECTRI C.AL FLAN5 0"KNO PREPARED JUL-Y' la,2016 SCALE. JOB NO.. 2014-5,q DRAWING NO. CHAP 0"?{fit.