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HomeMy WebLinkAbout44076-Z cJUF 4K Town of Southold 11/15/2019 P.O.Box 1179 Ph 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40864 Date: 11/15/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 830 Sterling Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 96.-3-2.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/16/2019 pursuant to which Building Permit No. 44076 dated 8/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH COVERED PORCHES SECOND FLOOR DECK, RAISED STONE PATIO, ATTACHED GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to 1750 Sterling Lane LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-16-0003 10-21-2018 ELECTRICAL CERTIFICATE NO. 44076 0849-2019 PLUMBERS CERTIFICATION DATED 06-24-2019 xtable P H 0d00' Signature ter; TOWN OF SOUTHOLD 4 o�agtlFFol,�G��, BUILDING DEPARTMENT TOWN CLERK'S OFFICE "o SOUTHOLD NY �crrx�i 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#: 44076 Date: 8/16/2019 Permission is hereby granted to: 1750 Sterling Lane LLC Attn: George H. Starkie III 721 Main St Farmingdale, NY 11735 To: Demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD approval. Replaces BP#41787 r At premises located at: 830 Sterling Ln., Cutchogue SCTM #473889 Sec/Block/Lot# 96.-3-2.1 Pursuant to application dated 8/16/2019 and approved by the Building Inspector. To expire on 2/14/2021. Fees: PERMIT RENEWAL $2,008.60 T $2,008.60 Building Inspector �Sar�nt,��oTOWN OF SOUTHOLD BUILDING DEPARTMENT co a' TOWN CLERK'S OFFICE oy . SOUTHOLD, NY •fj�l � ,foo 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#: 41787 Date: 7/5/2017 Permission is hereby granted to: 1750 Sterling Lane LLC Attn: George H. Starkie III 721 Main St Farmingdale, NY 11735 demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD approval. At premises located at: 830 Sterling Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 96.-3-2.1 Pursuant to application dated 6/13/2017 and approved by the Building Inspector. To expire on 1/4/2019. Fees: DEMOLITION $490.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,017.20 C IFICATE OF ANCY $50.00 Total: $4,557.20 i ing spector _ 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 G°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. S1 3(71 o New Construction: V Old or Pre-existing Building: (check one) Location of Property $- ,� r'r1 2, House No. Street Hamlet' Owner or Owners of Property: 1150 r ha t_a-n:f_ 1-, tp uffolk County Tax Map No 1000,Section Block Lot 0 o( Subdivision oFiled Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 65:0 Applic t ignature Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® sean.devlin(W-town.Southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To 1750 Sterling Lane LLC Address: 830 Sterling Ln city Cutchogue st: NY zip: 11935 Budding Permit* 44076 Section 96 Block. 3 Lot 2.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric Inc License No 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Gas Duplec Recpt 114 Ceding Fixtures 48 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 24 Smoke Detectors Main Panel 150X 2 A/C Condenser 4 Single Recpt Recessed Fixtures 86 CO Detectors Sub Panel 2 A/C Blower 4 Range Recpt Fluorescent Fixture 7 Pumps Transformer Appliances Dryer Recpt 3QAX2 Emergency Fixtures Time Clocks Disconnect 4 Switches 124 Twist Lock Exit Fixtures Combo SD/CO Other Equipment Bath Exhaust Fan-5, DW, Micro, UC Its-3, Hood, Mini Fridge, Fridge, Step Its-3. Notes Inspector Signature: Date: August 19, 2019 S. Devlin-Cert Electrical Compliance Form AS + Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 ly�oUNT`I,�� BUILDING DEPARTMENT ` TOWN OF SOUTHOLD , ' - OCT 282019 ? -mac CERTIFICATION Date: _ Building Permit No. iU Owner: II (Please print) '3" �T4 Plumber: uxabc. V iLkv"bi AG. (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. , lumb s Signature) Sworn to before me this q2".q day of u- 20� 7 Otlptto cu-yu'o- Cplmly Sl7ff0��® Commission 9*m$J"22, Notary Public, Sly bPo n,y LA OF SO(/lyo q6? cou l TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION IN/IFOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (/FINAL) REMARKS: Pone- -Allo cos"f%j SON � *Vvvl x) �r✓ ✓M� --rip I (s ate/ h-- doOC'� lS av& DATE eI Y�'l�- INSPECTOR Ain 1 qF so � qD--7 COU TOWN OF SOUTHOLD SUILDING.DEPT. 765-1802 INSPECTION [ ] F6UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND illi [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC71- (FINAL) REMARKS: ®(n�+� V v DATE g ,✓ INSPECTOR %JWA,' SOUlyO N 0 UOUM'1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [�OUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: tmn% t S -01�,/ DATE YY INSPECTOR L.��� pE SOUT � 4 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F AL) EMARICS: DATE qll INSPECTOR �o��OF SOUTyOIo N o a TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /-STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 5VND lyti is DATE INSPECTOR o��oF sooryol D� courm,a�' TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION Pfl�ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE Z INSPECTOR OF soOI,yO� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ R UGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [/i'OCAULKING REMARKS: n v 'ov► C.�tvO�Z,0-,�, avc,P� WWI& (A6 ViArl fVW 'b � V Q- f btelAb " - ln ,nnEA %'We�/, j DATE '1/�7 INSPECTOR IqVlrpL OF SOUIyOIo q4 D7fC7 # TOWN OF SOUTHOLD BUILDING DEPT. ^ourm, 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATIO//��N [ ] FRAMING /STRAPPING [ FINAL A.Y [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (% (wol" iLeo/vlki6 �AVWA A MVJ GO( ' A' n� flAm4%9i If( A(� Aa� - -m OV41-1 Azi Zy �l AJa%14 R A VY VA, -wy� wry. r OUT No k1hi OVit �&#r— elA �hv*W DAT ANSPECTOR OF SOUTy� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] ULATI N [ ] FRAMING /STRAPPING [ FINAL Qom, [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONr [ ] CAULKING REMARKS: , �� (VIL ramI P (nd-V#- ��► — or �trnr1 ry n _1 Gvl— %-.Oof V6 aw,-t-,00Y — ecru -in o ll [Z �fi o✓1 �✓� 1�v k-1 —' ✓ DATE INSPECTOR NOF SOUI © e 4 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION , , [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) p,fs� [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR qqoj� OF 50(/l # TOWN OF SOUTHOLD BUILDING DEPT. `yQurm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: (01 ow I�Al L'ort DATE 0 INSPECTOR �".i, ROCKET WSULATVON LLC A= 655 flIR PORI(DRIVE 'POROROMfl,nT 11779 P:6317509075 f:6317509076 INSULATION° & COATINGS www.RocketSprgyFoam.com , rocketinsulation@gmaii.com Insulation Certificate This Form must be filled out and posted to comply with building code requirements. The following products have been installed in accordance to manufacturer's guidelines by a qualified installer. Fiberglass Insulation manufactured by: Owens Corning/Certainteed Foam spray polyurethane manufactured by: Lapolla Industries Foam spray manufactured by: SWD Urethane Area Insulated Thickness/Aged R-Value** ATTIC ROOF RAFTERS 12.5" NOMINAL OPEN CELL FOAM R49 BONUS ROOM ROOF RAFTERS OVER GARAGE 8" NOMINAL OPEN CELL FOAM R30 2X6 EXTERIOR WALLS 5.5" NOMINAL OPEN CELL FOAM R22 GARAGE CEILING 10" NOMINAL OPEN CELL FOAM R38 GARAGE EXTERIOR WALLS 5.5" NOMINAL OPEN CELL FOAM R22 1ST FLOOR CEILING R30X16 UNFACED FOR SOUND BEDROOMS& BATHROOMS& LAUNDRY R11X15 FOR SOUND ROOM BASEMENT CEILING R38X16 KRAFT WITH TIGER TEETH SUPPORTS BASEMENT RIM JOIST 2" NOMINAL CLOSED CELL FOAM R13 BASEMENT STAIRCASE WALLS R21X15 KRAFT FIBERGLASS FIRECAULK ALL PENETRATIONS AS PER CODE DOORS &WINDOWS LOW RISE FOAM **Nominal thicknesses are representative of field,spray-applied foam material. R-Value is based on manufacturers claims Jobsite Address: 1750 Sterling Road Cutchogue_of Installation: 03/21/2018 Building Contractor: Starkie Bros Garden Center Installed By: Rocket Insulation LLC -Post Near Electric Panel- ED 6 5 ROY 1 2 2019 O Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 830 Sterling Lane,Cutchogue NY 11935 Test Date 8/2/2019 Building Permit#: 41787 - f ��' Compliance Pathway Performance Test Completed by: Christopher Silvia 1 ,� RESNET Rater ID# 4150294 Home Energy Solutions•_' _- " NATE ID# 187 East Main Street �CT 2 8 2019 ICC ID# Huntington,NY-11743 BPI# 631-673-0664 '1-)7T_4_ Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume ❑� Conditioned Basement Basement 2794 11 30734 ❑ Conditioned Crawl Space 1St 3026 9 27234 � Sealed Attic 2nd 3322 7.8 25911.6 *The conditioned floor area of dwelling is calculated in 3rd . 0 accordance with ANSI 2765,except that conditioned floor Attic 3322 6.1 20264.2 area includes areas where the ceiling height is less than 5 Total Volume � 104143.8 CFM @50 pa 1993 Air changes/hr pa 1.15 Code Compliance: Pass Duct Tightness: Post Construct'on Test-Total Duct Leakage System-1: Within Condition Space Duct Location Basement •------------------------- Floor Area 2144 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Basement -------------------------- Floor Area 882 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-3: Within Condition Space Duct Location Attic •------------------------- Floor Area 2440 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: �� Date: 8/2/2019 Christopher Silvia,Home Energy Solutions Additional HVAC System System-4: Within Condition Space Duct Location Attic -------------------------- Floor Area 882 Leakage CFM @ 25pa N/A CFM/100 ft2 CFA N/A Code Compliance: Exempt System-5: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: System-6: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: System-7: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: System-8: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: System-9: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: Building Envelope tightness has been verified using instruments and procedures specified in ASHARE/ASTM E779 as required by the NYECCC 2010,Section 402.4.2.1.The building duct and plenum system has been verified using instrumets and procedure specified in ANSI/ASHARE 152 and ASTM E1554 Test Method A as required by NYECCC 2010,Section 403.2.2. Signature: Date: a Chris Silvia,Home Energy Solutions i N�ilr. _-,+t.�w- �.�� �� 1-• T.[Lam} low-- � h�' 1 - ,,.../J �1^1 _ � a-nL•. � �. INA VF =�°�'`Mt'r'-4- _, .� _ '�:._ a �+` - � - � - : Lis• �� � "-- ��, � r `* .� _ �.��:.-��.. �._ _.. �.::.y...,�_-� a tib,. w +�'r • t• Ilk- Mal W • 11 VA M- TOLATION,PEA N,Y. STATE ENEROY IN""m Mill �• LOIA L ��I:,a r •X11 L ,►Z.i� ' icy, •!iAi6� d , J Al "L�. mott?01 1 s +i. %mss SU MRA = G"P�' .' [I�•'."�'' � j► : ;��� ,,. . wi .moi. . E ' TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 �,�] O�']/ _ 4 sets of Building Plans TEL: (631)765-1502 ) / �J Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form t N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form Contact: Approved ,20E�r - Mail to: Disapproved a/c /I Phone:51 b 27D 125 Expiration 2 r D spec�t r JUN 3 ?p�' APPLICATION FOR BUILD G PERMIT � f Date -- -- - ,201-11 BUILDING DEPT® INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot Iand of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. y (SignQl&e of applicant or name,if a corporation) (Mailing address of ap 'cant) State whether applicant is owner, lessee,agent,architect,engineer,general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 17 cp o Ldchoq House Number Stregn ffamlet County Tax Map No. 1000 Section Q Block 0:3 Lot a ' 1 0 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy S i qO P. Fams.kt r"S Ae--n Gf 3. Nature of work(check which applicable):New Building V"- Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost #�sn,; 000. (30 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. N � 7. Dimensions of existing structures,if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot:Front_.,-_ ] )—RearDepth 06 i 10.Date of Purchase 19% Name of Former Owner Ay"k ,p S 4� p I' L ,1- 11.Zone or use district in which premises are situated a - R Q 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 t/- 14.Names of Owner of premises 9 eq c , r'i -Address I e No. Name of Architect i- 4 .P. Address�7 0 r oad c�R�l�ml l� �No h 31- '7 9 9-as Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO *IF YES, SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES NO ✓ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES L/� NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTYOF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of Ne*►York (S)He is the No.01 BU6185050 (Contractor,Agent,Corporate Officer,etc.) Ouatitl d Q Commission EXPIMS April 14,Z= of -- of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 1�)` 1 day of 7(Af4 20j (!,,t�1%4- L Notary Public gignature of Applicant Scott A. Russell .�. � 5TcO���.�WWAATIER SUPERVISOR �� � � MANAGEMENT EMENT SOUTHOLD TOWN HALL-P.O.Box 1179 5 �]'� 53095 Main Road-SOUTHOLD,NEW YORK 11971 r� 7<, Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) JUN 13 2011 DOES TMS PROJM'T INVOLVE ANNY of THE FOYWMUNG: (MECB ALL THAT APPLY) Yes No ❑[ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ® B. Excavation or f illing involving more than 200 cubic yards of material ' within any parcel or any contiguous area. O d C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ®d D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[ E, Site preparation within the one year floodplain as depicted on FIRM Map of any watercourse. 6® 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 wifFyour Building Permit Application. ~APPUCA�rt': 'Property Oa rtes Design Profe�.,tonal.Agent.Contractor,Other); s.C.T.M. 1�OQ Date- , D�s[rtct NAME: (fie0 �T�!-�t7� � ) 9�0 � Z �- 13 -! r.L�aetT Sectio)n 7,7 )Block Wt � L:a�[orc t ,i �i' z'S>r.FOR t�LilLD 'll1f: (� is e?t�F -:1t:�IF:•�`i•t.'St� 1_�L. Contact Information. Reviewed By - - - - — — — — — — — — — — — — — — - -: / Date:Com—/ ) ° Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — ` .�?}C�',r'C��iq Qty. Approt ed for processing Building Permit.Stormwater Management Control Plan Not Required. ® Stormwater Management Control Plan is Reqwred. (Forward to Engineering Department for Review.) s 176kNI SMCP-TOS N1AY 2014 n APPLICANT: S.C.T.M.It: 1000 (Property Owner,Design 1'rotesslonAL Agont,Contractor,Other) C om+ 1�� 236 p 96 e05 (521-i � _, Stormwater Management Control Plan CHECK LIST NAME �EyF_Ge' s4eLl e section Block Lot � t 5 M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Date: * The applicant must provide a Complete Explanation and/or Reason for not providing - (2 —? �'� �,�,�tf % ,, all Information that has been Required by the following Checklist] 1mn�,nrc eLtrlvnn�ber " 1. A Site Plan drawn to scale Not Less that G0'to the inch MUST YE NO If You answered No or NA to any item,Please Provide Justiftcation Here! show all of the following items NA If you need additional room for explanations,Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. MH= c. Existing -Natural&Man Made Features within 500 L.F. &A1J4> of the Site Boundary as required by 9236-17(02) d. Test 1 sole Data indicating Scnl Character»tics&Depth to Ground Water. I Ljj LS L1E e. Limits of Clearing& Area of Proposed Land Disturbance f, Existing&Proposed Contours of the Site (MurnnumZ Interval) is V7I,�T g. Location of all existing& proposed structures, roads, doN 17 driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& T •I� oC-' r✓� `Dt ;� , prolx)sed structures. • I. Location of proposed Swimming Pool and discharge ring. o �tt�caxt�t�Et. P C� -7� ®;LD j. Location of proposed Soil Stockpile Area(s). UIRED k. Location cif proposed Construction Entrance/Staging Area(s). S ARE RE I. Location of proposed concrete washout area(s). DRAWSP5-1560 before M. Location of all proposed erosion&sediment control nneabures. Contact fication 2. Storm\nater Management Control Plan must include Calculations shoe Ing ekfili, OR Prov _t2lied to Code. that the storm�vater improv einents are shed to capture,store,and Infiltrate that the drainage a on-site the run-off rrom all tmpen sous Sur laces generated b>a but(21 inch t ahnl'all/sec>t nn e�int. 3. Detalh&Sectional Drawings for slot tnwater ptactims are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. Wire Backed Sift ' b. Construction Entrance&Site Access. Seeding ot expose andior inactive soils. c. Inlet Drainage Structures (e.g.catch basins„trench drains,etc.) /"i F 556t tD 6weaS d Leach ing Structures (e. .infiltration basins swales.etc.) FOR F�c Et k>ii' t� `l:'�'E.,_ ''tl:(�� v':5� ONLY Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - — i l Stormwatei- Management Control Pian is Complete. Date: /7 i SIVMCP has been approved by the Engineering Department. ,l FORM # SWCP Check List -TOS MAY 2014 h®'*pF SO(/l�Q� Town Hall Annex Telephone(631)7654802 54375 Main Road CAP (631)76 5 5Q$ P.O.Box 1179 �� roger.richertdeown.sout olU.ny.us Southold,NY 11971-0959 C®U�'�Aa BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: iTl�1 Date: ,, Company Name: ?I. AIV--L EA&V - 2 NIC- Name: License No.: 3 y p t _ V Address: 13 Cgvoe"(S o —1 "ot, Phone No.. &-? I - t7 6y- JOBSITE INFORMATION: (*Indicates required information) *Name: 1250 'Sr t®zC/rt, RD LCC e3U—'C'+ *Address: 36 S'Ty4t, 4 LtJ �'ce i (40![ UC *Cross Street: ���,� IZ0 *Phone No.: _/) &.S7-_ Permit.No.: y 1 9 $2 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) c o S a ft ktuclbl 3204,iP .20 kw (Please Circle All That Apply) ` *Is job ready for inspection: YE / NO R=gh Final *Do you need a Temp Certificate: YES NO Temp Information (If needed) *Service Size: 1�hase 3Phase 100 150 200 350 400 Other :ewService: Re-connect nderground umber of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION h w� l m Z 82-Request for Inspection Form ! 4 I v Town Hall Annex r�� Telephone(631)765-1802 54375 Main Road _;; Fax(631)765-9502 P.O.Box 1179 *" ," l - Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPECONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: T Owner: 17 5 0 L t) L L_ Location of Property: a N \J 145, Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) _ Roof framing (R) Floor and roof framing (FR) Signature: Name(person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Jarski, John From: George Starkie <gstarkie@hotmail.com> Sent: Monday,July 8, 2019 3:52 PM To: Jarski,John Subject: Starkie Residence Hi John I checked with my insulation guy. He said that closed cell spray foam is fire rated?? Open cell is not.Just want to make sure before I hire him to come in and paint. Stuff is very expensive. Thank you for your time and attention. Still waiting for Peconic surveyors to get final.That should wrap us up pray to God. George "Butch" Starkie 721 Main Street 1 Farmingdale New York 11735 Office 516-293-7148 Cell 516-790-1755 gstarkie@hotmail.com www.starkiebrosgardencenter.com www.allprohort.com ATTENTION: This email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. i LO R-4ZZ ROAD ' N WATER MA ENT W L.� APPROVAL OF STO t r 35 coNTRO .PIA Ow Cod P Date: Approved b . W F I E L D c� cn ao - N 46035'50" E 211. 00' ' e1.26.6' el.26.0' DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certlficatia�b, SET BACK ' that the drainage has been in a ed fo Code: (EROSION &SEDIMENT CONTE OLS a Shall include but not be limite to: ' O A well maintained Constructio Entrance, EXISTING a ti Wire Backed Silt FBncing, stabilization & TOPREMAIN TEM (1) ' o : 'i Seeding of exposed and/or inaFtive soils. i 0 i z O O EXISTING WATER 0 ERVICE TO REMAIN - ` 42.3' � EXISTING 1—STY. LC METAL FOR HANGAR 52.8' w BLDG/,(H �R) TO REMAIN _ U I d 1—STY• ui FR. BARN ori L Z O N (NO WATER) N Nr I O 52.8' __j o I o I L � oi— �Q I tr i 3 _ 0 18.1 � <0 1—STY. 0 O O p i Op BLDG. A C'4 L'- y ct I- i oe (STORAGE) I N 25.4' PROPOSED Z C7 I Q I o a: (NO WATER) -STY SILT FENCE AROUND ? i ISLDG.GE o PERIMETER OF O J I LIMIT OF CONSTRUCTION e-- o 22.2' (NO ATER) m 1-STY. i.� N N z LDG. C N Z tk ( 0 WATER) I^ /ADW; d' �s i O , 84.0 �yNl� (32.20), Y I (32.00) ---- � / l -- 6.2 rc1, Poll, KCNK 50 0 P o (22I (28 5.4 .4o 11.15' 'l8o oScM : = �o ' 10.01 s" � --- --- PROPOSED SOIL STOCKPILE 1.5' PROPOKD O' AREA _ 5 BEDROOM'— o _ LP"Y i P' 1.5' 2 STY. HOUS . c_T-------- � 'Dw;¢. ` ��' ' (34.00) F. fL. ^ .0 ET \ � �t . uj cs C I =o N �— LU z I I HOUSE I '�j`�� aao 11.15 - - � TO BE / \ o ADW, �\ 1A I REMOVE[ � \�--- � �� (32.20) /T 1-STY. (3200) 12.5' 20.9 // 24 9' EXISTING MET EXISTING WATER SERVICE _ / FR. PLASTIC I TO BE REMOVED , I� �/ 0 H ERCT„ � CABS �- rn / 10 STORAGE) PROPOSED o ) PROP. N 3I CAR GARAGE "� ' ,/ F No WATER a ' E [STING WELL OR IRRIGATION ONLY ,f(33 o utility (32.00) JJ2 G. / 31. W I pole __ t OT FOR DOME TIC USE _ __ _— 0 12.9 ( ) DIRT ROAD 32.00 __ P OPOSED DRIVEWAY (PERVIOUS - - n f ff F" / 10 -0 8'-0" 8'-0" MIN. -- 8'-01' TO HOUSE R BUILDING AREAS AIL ROAD PROP . BEDROOM RES.: ARCHE -V O&C FIRSFLOOR = 4,243.6 Sq. Ft. ITCT, P.C. SECOND FLOOR = 2,4136 Sq. Ft. L1Q I N� EXIST. BLDGS 1:"4 0 15 METAL BUILDING = 2,546.5 Sq. Ft. �? ST FRAME BARN = 1, 341.1 Sq. Ft. BUILDING A = 220.8 S . Ft. SEPTIC TANK q ' 50 Y'Ar�� NEW Y= 11701 \ I BUILDING B = 261.6 Sq. Ft. ta: (631) 789-M5 FAX: (01)789-3219 UPC WLOSWNkCOM BUILDING C = 273.1 Sq. Ft. ;CP = CESSPOOL N U R S E R BUILDING D = 761.9 Sq. Ft. - I F I E L D TOTAL = 5,405.0 Sq. Ft. 0 J J J }- co .14 U V U m EP = 50% FUTURE EXPANSIONWATER TIGHT H.D.c.l. SANITARY CALCULATIONS LOGKING FRAME 8 DOVER I I` SCTM No 100-96-3-2.1 I' MIN. HYDROLOGICAL ZONE IV 2',M�,x. i I N 46°35'50" E 211.00' el.26.6' ALLOWABLE FrBO�`q`pd/Ac. c� 2'-0. 2 _g WATER TIGHT HD.G.I. SDE AREA == 1.9316 Ac LOGKING FRAME 4 GOVER el.26.0' 1.9316 Ac x 300 gpd/Ac = 57948 gpd 8" PREGA5T REINF. GONG. GRADE EXIST. HOUSE TO BE DEMOLISHED, NEW HOUSE TO BE BUILT TRAFFIC: BRC. SL '_2 AB f, ' TOTAL FLOW PROPOSED = EXISTING = 216.2 + 300 = 516.2 gpd t/) (8.20 20 CAST CHIMNEY _ EXISTING SYSTEM (1) MIN. INLET I 20' SET BACK z INL INV _ 5,405.0 Sq. Ft. x 0.04 gpd/Sq. Ft. = 216.2 gpd ,? Q 4" G.I. FROM 4" PVC] 5OR 35 OUTLET U o 0 BLDG. ®I/4° ® I/4" PER FT. _ _ C° INV .f (2-1.60) 8'-0" Di° SEPTIC TANK 0 4 P1/G 5DR 35 PER FT. MIN. MIN. Co a - (2-1.70) w 3'-0" Q ' - ® 1/8 PER FT. > 216.2 d x 2 DAY FLOW = 432.4 al w w FOR FIRST 5 - o 9P 9 FROM BLDG. `i� o MIN. c~� _ GRAVEL I , EXISTING E)CISTING 1,000 gal SEPTIC TANK TO REMAIN °- °- Q CO I REINF. PRECAST CONCRETE �- a- SEPTIC SYST M (1) LEACHI'VG POOL cn cn Of Lj- GOLLAR �' I- TO REMAIN Q Q O 10 w ry 216.2 gpd / 1.5gpd/Sq. Ft. = 144.13 SFSWLA U- Z SEPTIC TANK I o 00 144.13 SFSWLA / 25 SF = 5.77 VF o 0 0 EXIST/NG 8' Dia x 12' Deep (VF) TO REMAIN SQ j > LP , wWcn w �--- 8'-0" -I REINF. PREGA5T GONGRETE3'-0" MIN. ^ l PROPOSED SYSTEM (2) 1 Of O N �VE G'W' I 1 FAMILY RESIDENCE (5 BEDROOM) = 300 gpd cfl L SANITARY DRAINAGE RING I LO GROUND KATER 0 z PROPOSED SEPTIC TANK LLa 1500 GAL. SEPTIC TANK CESSPOOL .; MINIMUM 5-BEDROOM SYSTEM = 1,500 gal SEPTIC TANK o ,,n Q O LEACHING POOL N o Pp ` ; O MINIMUM 400 SFSWLA o o N SAN I TAR) DETAILS O 400 SFSWLA / 25 SF = 16 VF REQ D. � EXISTING WATER � SERVICE TO REMAIN >' J Pf'OPOSED (2) 8' Dia x 8' Deep (VF) = 16 VF Z NTS 42.3' EXISTING PROP. 1500 gal. SEPTIC TANK SEAL: 1-STY. WELL W Q (cN 52.8' METAL FOR HANGAR = PROP. 8 dia.X 8 DEEP LEACHING POOL BLDG. TO REMAIN J r ? IO dN N 1-STY. (HANGAR) PROP. LOCATION FOR 509EXPANSION POOL U (FR. BARN) Ld W NO WATER � iV o Q � ; PROP. DRAINAGE LEACH. BASIN 52.8' W el.26.0' EX/STING ELEVA TION_�- 4(3200) PROP. ELEVATIONGSC ?rm' Z � ( �O�p Or A VIOLATION OF 111 '-F ANY PERSON, 42.3' �Q.N� c UNLESS ACTING UNDER THE DIRECTION OF A 0F � LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. 0 a 1-STY. ( (`, O O I O o BLDG. A "� �0. f Z W lij (STORAGE) N 25.4' (NO WATEf', 1-STY. M17 Q I STO G GE I v } 22.2' (NO ATER) m / T STY. N cv SUFFOLK COUNTY APPROVAL BLDG.`� TO AGE N ►� ..•,'; .,, PROPOSED (NO WATER) r d' SITE LAYOUT 0 6.0'0 (32.20) r ^ 54.0 �vV' (3200) N FOR �7 ------------ r�i ( 0 /NV N \ INV. _ , b`y00 � (28.50 5.4 - 5.0' E r-- . o °_.., 727so).. 11.15' �.8 0 MIN. _� o ICP coo � 00 o c, o �+ ' PROP EPTIC SYSTEM w- o Z F' MIN. oo ^ . Y SUBJECT TO COVENANTS �t RESTRICTIONS LICE R ?1 -��C EXISTING SEPTIC SYSTEMl \\ rn -7 „� S TARKI E TO BE FILLED & ABANDONED o 1.5 PROpO-SEQ ^ .O I`�V�.{e �C'� RAGE_�_�) IN ACCORDANCE WITH - eF 5 BEDROOM 1'_- o - - O I SCDHS SPECIFICATIONS U �i ' "1.5' 2 STY. HOUSE � O, ------- RESIDENCE TEST HOLE DATA ---;�'';Q (34.00) F. FL. r< Suffolk County Department;el',Tc^its E'3en7�ss McDONALD GEOSC/ENCS �}- L- I m 0 5.0'o Approval for Construction-0ther has Sing Family / / I~ 08 3 15 �) ''� =0 ao - - I ,;.ti, = N ® Z Cro- 16-ate el. 30.0 }0 00 11.15' j r< a Reference No. 3 Design Flow 516.2 6-PD /I HOUSE co o..o PALE BROWN SILTY SAND (ML) '� TO BE - TJse(s) s;(1 IC �LPrni� �2S_ raC�r�� SCc h� a��g2'0_ o . ------ ---�?-�- --- 3' Z I /1 REMOVED j-1 �_ r+j t✓s `t'hese plans have been revreweJ for general.ecnlortnancc�riitl� /� (32.00) 12.5' ^ (3220) 24 9' 1-STY. 'County Departr_nent of flea,11 Services standard: relating to waiver II AT EXISTING METAL disp,)srl Re,-P.r MAIN ROAD (NYS RTE 25) �^ - - _- 20.9 FR. PLASTIC BLDG. ".apply and sewage t�, • , ...c?lesa of any ormision�., , EXISTING WATER SERVICE _ j- �,el a- % ,. r_ TO BE REMOVED /\� , CAB► co BLDG. D consistencies or lace a: 3. C'I struci on ir, rLRuirecl to b�• i-, E ZJ - OP 0•H ELECT., V- PROPOSED �? o (STORAGE) Mrdance with the atttchcd p--rr it, conditions and anpplic,a?,k, CUTCHOGUE, NY 11935 BROWN FINE TO COARSE SAND (SW) o PR N 3i CAR GARAGE "' (NO WATER) ,'Iridards,unless speci cal_ly waived by the Departimer�t.This an, --- 9 ' ao I utility E ISTING WELL OR IRRIGATION ONLY (3200) 1420) G. FL. 3I <pires 3 years from the approval date,unless extended or renewed. TOWN OF SOUTHOLD af pole IVOT FOR DOVERC USE _ -_ DIRT ROAD 12'9 (3200)_ o _ 2( I�li� �� �- SUFFOLK COUNTY, NEW YORK NO DOMESTIC WELLS WITHIN P�OPOSED DRIVEWAY (PERVIOUS 150' OF SUBJEC T Sl TE. I PALE BROWN FINE TO MEDIUM SAND (SP) 20' SET BACK s 150.0 17' el. 13.0 END BORING NOTE. NO WATER ENCOUNTERED I e1.30.0' TEST el.30REBAR 5' ' PROPOSED ®HOLE S 46035"50" W 211.00 DOMESTIC WATER WELL 0 FOR NEW RESIDENCE C rtct•,oz.e m- ' N U R S E R Y I S.C.T.M.: 1000-96-03-2.1 F.ti♦4t•:. . BY: SAF 00 s Ilse stmeng r,,, DRAWN `4 cutdmue,NY 11935 M FILE NO.: --- _vl9 PROD. N0. 10715 Tie Fa+na:se Red arri ~ g`%, ient:a:t R r. r,. f;. DWG. NO.: 1'C7 Cill' G'1... Y ry vHf'':r4 T.4 d%Cyt GENERAL SITE PLAN n MAIN ROAD S. R. 25) 7 R. �� `.A?d184F SCALE: 1" = 30'-0" LOCATION M A P DWG. TITLE: SURVEY FOR o � l GEORGE STARKIE ' DD OCT - 4 2017 AT CUTCHOG UE ' TOWN OF SOUTHOLD TOWN OF SOU7HOLD �v. SUFFOLK COUNTY NEW YORK ♦♦ ° �-IP ;% 1000-96-03-2.1 .gyp ' NN\ 2 SCALE: 1'-40' I. ' 0 \♦ s G NO VEMBER 25, 2015 Jy� ♦� X03 o� s MA Y 18, 2016 (REWSIONS) IN / \�S <N a ����o < JUNE 08, 2017 (REWSIONS) \, \% % , p h��� �` � �.� ` ���y��0, ° IL OCTOBER 3, 2017 (FOUNDATION L OCA TION) 0+6 Nsv G 'Q YY 0 . AN ov vN, N, \ \`\ -*-O\\ i ` \ •tom \ � ♦\ v�7p. U NN ♦`♦ °C ti \ ♦`♦ i lb G, s O� \ Qb ` d ` `! tT <O \ 45r ` mel' � \ A\O ®\ A �° `T! •y0' 9 TEST HOLE DATA < \ o o \ s McDONALD GEOSCIENCE 0< 1-0 08/3/15 �o ,p e% 30.0 � 2 \ '' � `9' A 9•rO \ ,�. PALE BROWN SILTY SAND (ML) Q o \moo \` ���' �'s• / b a� 9,• - �; 0\9 to /lv� BROWN FINE TO COARSE SAND (SW) \ y O \% PALE BROWN FINE TO MEDIUM SAND SP G J \ 17' el. 13.0 END BORING NOTE.• NO WATER ENCOUNTERED �o \ 0 BOUNDARY & TOPOGRAPHIC INFO \, \% 1� FROM SURVEY BY \ PECON/C SURVEYORS, P.C. (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 \ 1230 TRAVELER STREET SOUTHOLD, MY 11971 _ \•\ \ O� ELEVA 77ONS ARE REFERENCED TO THE FIVE S p a N rw(�� EAST END TOWNS TOPOGRAPHIC MAPS NGVD LOT NUMBERS ARE REFERENCED TO ELEVATIONS ARE REFERENCED TO THE FIVE SETOFF FOR GEORGE & JOHN STARKIEqt J. EAST END TOWNS TOPOGRAPHIC MAPS NGI/D FILED /N THE OFFICE OF THE SUFFOLK COUNTY CLERK ° ;:` ' 4 AS MAP NO.10952 ANY AL7FRA77ON OR ADDI 77ON TO THIS SURVEY IS A VIOLA77ON GEORGE STARKIE �" M Y.S. LIC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA77ON LAW. 721 MAIN ST. ' P GbNI.Gr L� YORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICAT7ONS HEREON ARE VALID FOR THIS MAP AND COPIES 7NEREOF ONLY IF FARN/NGDALE, NY 11735 b{ �)' 7b� 020 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Q,� ��MMQ� �e� (516) 293-7148 P.D.�BOX 909 WHOSE SIGNATURE APPEARS HEREON. TOTAL LOT AREA = 8414W Sq. Ft. OR 1.�V 16 AC 1230 TRAVELER STREET SOUTHOLD, N. Y. 11971 [15-198 jn� JtiCJ L"'T E i4 T S a I E T Ljz.!l 1:1q00 2 6 5 SURVEY FOR SCDHS REF# C10-16-0003 SUFFCLI'%COUNi-YDEi:',A,R*ir .r"�.' Nl-ci-!.!,--AnI GEORGE STARKIE OCT 2 1 A T CUTCHOGUR Date 201F . H.S.Pcf.No.moo-16 o-1(:� c,3 The-cownge dis-mccal cnd,.%,al,,7r supp!yfacilltics TOWN OF SOUTHOLD at this 1"'calion havc t:. c r, cr,-4 ./or c rtlfl- SUFFOLK COUNTY, • and found to b3 uu NEW YORK 1000-96-03-2.1 0 Craig Knepper, P.E., Chief Lf_-l0fL�Jastevjater Ma SCALE.SGASCALE. 11' Qff40" ON ti NOVEMBER 25, 2015 MAY 18, 2016 (REWSIONS) 0% JUNE 08, 2017 (REVISIONS) '0. OCTOBER 3, 2017 (FOUNDATION LOCA TION) ` < JULY 22, 2019 (FINAL) 0, 4 <<0 X\ 0 \% %\/ 00 01�0 09 .0 -------------- 00 0 0 TEST HOLE DATA all McDONALD GEOSCIENCE OBIJ115 °C ti0 J,- BALCONY OVER el. 30.0 STONE PATIO PALE BROW SILTY SAND (ML) A/C UNITS CONC� SLAB STONESA STEPS + co 6 0 R/O BROWN FINE TO COARSE SAND (SW) 0 \ WOOD 9' U. -ry- I llcl PORCH 0- C�l 41 4$1 OA < 0<6 0 0 'po"' 0 ST Lpf RCAlrqo. WEL DRIEWAY 01 -c- PALE BROWN nNE To MEDIUM SAND (SP) % LP2 CC 0 CONC. WINDOW A/C FOUNDATION WALL WELL UNITS WATER SERVICE SPIKE GENERATOR SET U/G5 ON CONC. SLA 17' el. 1J.0 END BORING PROPANE METAL-lp TANK NO 7E.• NO WATER ENCOUNTERED COVER 41 \0 EXISTING WELL NOT % FOR COMESTIC USE. 01, IRRIGATION 4/ C, cc) 0 c x &) lip 1k6 0 ELECTRIC METER C2 KEY 8EFnC LOCATION NOTE: SEPTIC INSTALLED WITH REBAR w v TRAFFIC BEARING COVERS. WELL ST 57.6' 68' LPI 68' 80' A = STAKE LP2 72' 65.6' ,b = TEST HOLE = PIPE/SPIKE WELL LOCATION e7b) F7c---F—m-r-1 N = MONUMENT WETLAND FLAG UTILITY POLE BOUNDARY & TOPOGRAPHIC INFO FROM OM SURVEY BY C SURVEYORS PECONI P.C. (631) 765-5020 FAX (631) 765-1797 LOT NUMBERS ARE REFERENCED TO P.O. BOX 909 SETOFFFOR GEORGE & JOHN STARKIE 1230 TRAVELER STREET SOUTHOLD, N.Y 11971 FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK AS MAP NO.10952 .— ANY ALMRAVON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF GEORGE STARKIE LIC. NO. 49618 W SEC77ON 7209 OF 7HE NEW YORK STA7F EDUCATION LAEXCEPT 721 MAIN S T PCO-NIC" VE"ffRS, P.C. AS PER SEC77ON 7209-SUBDIVISION 2. ALL CERTIFICATIONS HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP FARNINGDALE, NY 11735 (6Jl) 765-5020 FAX (6Jl) 765-1797 OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE TOM LOT AREA 84,4W Sq. Ft. OR W6 Ac (516) 293-7148 P.O. BOX 909 SIGNATURE APPEARS HEREON 1230 MA VELER STREET SOUTHOLD, N.Y 11971 15-198 PROPOSED HOUSE R ..x a,_+ as - r•� DAT C: I B.P, v ',- ----ter-� ----- -- - - �..c( _ - - - NOTIFY B.11LC1, c� D._{ r,�s�r!.,E!�T Al ARC ---- --- - - - - HI .,, 753-1802 8 F1iA TO 4 PM! FOR THE _ - _- - - ----- - - --_ - F:!LG��Jii�!�i ld`;c FcC('QNS --- - --- —_ 11T711 177711 -__ -- -_ - - -- -- - --- --- --- i. FQ!.a' DATICN - TI^./t3 F1rQUi^[�D tj.- _ -- - - _ - F'?[3 POURED CO'1GF�ETE - '_.-- - -------- - _ __ - -- ---- - ---- - - -i--- - - . v- ROUGH - -------------- -- --- -- -- _ _----- ---------- 3. _ --- -- r t�r1!.?If'C� �, PLUNF�L'�!G -- - --- -- -- ---- --------- ------ ------------ -- -- 4. r,NAl_ - COr�,;TRUCTIQI�! 1,,;JST ---- - - - - -------------- -- - - -- - — -- -- -- - _- - 1750 STERLING ROAD -- - - - - - L'E CO��PLceTt: FOR C.O. - -- — - -- - - �a oma: wuos�w►xcow QilSTtiUr,TIQN SHALL ILa.rE"(' THEALL --_- --- ®C� 13 REQUIREMENTS OF THE CODCS 01=NEV`J DESIIGN ORECONSTRUCTIONOT SIERRORS. CUTCHOGUE , NEW YORK 1 1935 -_ -- F = _ ,LA— '_k ! (jl,^bt`� �-i,rS'_ME . T0WN OF SOUTHOLDMM L=\ XlIMIM --11E •�- _.^, l i L J I d -----— ---- --- —— — — —-- --_--- — — —- — -- -- — — -- --— ----— — ------ — --- ---- J ,,. 0� SUFFOLK COUNTY , NEW YORK I SCTM : 1000 - 96 - 03 - 02 . 1 ........... ...... .......... ...... ... ........ . ....... .................. .......................................... ........................................................... ...... ...... ... .................. ......... ... ......... .... ........ . . ........ .............. M N N N m TRUSS PLACARDiNG R QU°RED PROJECT INFORMATION OWNER: GEORGE STARKIE INDEX TO D BUILDING USE=R / TENANT STARKIE RESIDENCE T-1 PROJECT INFORMATION PROJECT D ES C R I PTI O N : PROPOSED HOUSE NOTE: T-2 CODE ANALYSIS AND CALCULATIONS - THESE DRAWING COMPLY WITH THE 2016 NYSRC PROJECT SQUARE FOOTAGE: TOTAL FOOTPRINT = 10,291 .6 SQ.FT. (2015 IBC, 2ND PRINTING) T-3 GENERAL NOTES C1 oZZZZ W W W W A-1 FOUNDATION PLAN DIMENSIONS M J � M V U U V O O O O O O CONSTRUCTION CLASSIFICATION : 5B L_ L_ � _ A-1 .1 FOUNDATION PLAN STRUCTURAL N 00000 W W W W W OCCUPANCY: SINGLE FAMILY HOME ZONE INFORMATION A-1 .2 DETAILS N N N N N � FIRE HAZARD: LOW SCTM : '1000-96-03-02 A-2 FIRST FLOOR PLAN DIMENSIONS \\`\\ W r- M .-- 00 I-- A-2 FIRST FLOC;f, PLAN STRUCTURAL ��' o FIRE SPRINKLER SYSTEM : N/A BUILDING ZONING DATA: ZONE— R-80 ---�- - to Cs Q1 n N A-3 SECOND ,.: PLAN DIMENSIONS O o o 0 REQUIRED OR '--4.. — ALLOWED EXISTING PROPOSED Z A-3 SECOND FLOOR PLAN STRUCTURAL P LOT PLAN FRONT YARD SETBACK 60.0' N/A 84.05' A-4 ROOF PLAN ' SEAL: MIN. SIDE YARD 20.0' N A 42.41 ' . .._._ N �� ¢ TOTAL SIDE YARD 45.0' N/A 285.82' A-5 FRONT ANL_ _F;IGHT ELEVATIONS ! :� �/ MiN. REAR YARD 75.0' N/A 42.2' A-6' REAR AND `LEFT ELEVATIONS )CCUPAI�C 1 ®�i �S� IS UNLAWFUL MAX. BUILDING HEIGHT 35.0' N/A 29.1 ' A-7 SECTIONS OAS ��y LOT COVERAGE 20.0% 6.8% 12.19 9 - IT IS A VIOLATION f Ne LAW FOR ANY PERSON, VITHOUT CERTIA I� _ o PICC SITE CALCULATIONS A-8 SECTION._ UNLESS ACTING UNDER THE DIRECTION OF A 3F OCCU t. y LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. �' s A--9 SECTIONS �� �'•^ � �' SITE AREA � 84,��00.0 S.F. � . ° '�, PROJECT TITLE: S' o� � NEW HOUSE (FOOTPRINT—LIVING SPACE) 3,023.9 S.F. A-10 DETAILS \ `p �' NEW GARAGE 1 ,229.7 S.F. MATERIAL INDEX \ � - A-11 DETAILS NEW FRONT PORCH 713.5 S.F. PROPOSED G a NEW REAR PORCH 899.7 S.F. A-12 DETAILS, TRUSS SIGN AND PLUMBING RISER HOUSE EARTH $. EXISTING METAL BUILDING 2,5015.7 S.F. COMPACTED GRANULAR MATERIAL TA!N STORM WATER RUNOFF ''�� �, EXISTING FRAME BARN 1 ,337.1 S.F. PE TAN : °��:�;�z:;: r; CONCRETE ELECTRICAL N PURSUANT TO CHAPTER 236 / EXISTING BUILDING PARTIAL ON PROPERTY a�,r2.0 S.F. FOR OF THE TOWN CODE. �,, � y .�� TOTAL S.F. 10,20'1 .6 S.F. . ,- <. CONCRETE BLOCK . A minimum of one wall-5witc -controlled lighting outlet i5 required in ever abitable \ / ' '� TOTAL S.F. x �o0 12.19% room, hallway, stairway, attached garage, and outdoor entrance. Exception: In STARKIE SITE COVERAGE ( SITE AREA ) _ ® STEEL habitable rooms other than kitchens and bathrooms one or more receptacles - .,, RESIDENCE ® ALUMINUM controlled by a wall 5Nit h are permitted in lieu of lighting outlets. PLUivIGEf�GERTIFIC/4T�0".' `y ` �. 2. In every kitchen, family room, dining room, den, breakfast room, living room, parlor, cent LEAD CONTENTF0 �,�. LOCATION MAI:' 5unroom, bedroom, recreation room, andsimilar rooms, receptacle. outlets must be ® FINISH WOOD p �:� RTIF=ICA1'EOFDCCUP!'!'� Y $ �' — fid' , ,� e x, �� Installed so that no point along the floor line 15 farther than 12 ft, measured �OLDER USED!N WATER \'*4 �s�'� �°i �- '.� ` } AT -� ° '� ° �'� � ` ® ROUGH WOOD horizontally, from an outlet, including any wall space 2ft or more wide and the wall "UPPLYS'YSTEMCANNOT \ s ace occu led sliding panels in exterior walls. EXCEED,2'V1 D OF 1%LEAD. �, �• ,,, P p 9 P 1750 Sterling Rd �' ' � ��� BATT INSULATION 3. A minimum of two #12 wire 20-A small appliance circuits are required to serve only� ,p�• ��" ��� ,�,+ � ® Pp q. y Cutchogue, NY 11935 dam small appliance outlets, including refrigeration equipment, in the kitchen, pantry, dining \ � ' .�� �' ti��• RIGID INSULATION room, breakfast room, and family room. Both circuits must extend to the kitchen• the y \ Ap y„r -w� ,��. SAND other rooms may be served by one or both of them. No other outlets may be connected T •�' ,,,,�j ` to these circuits, except a receptacle installed solely for an electric clock. In kitchen TOWN OF SOUTHOLD (PLUMBING S. o ti" 4,:� ` and dining areas, receptacle outlets must be installed at each and every counter SUFFOLK COUNTY, NEW YORK ALL PLUMBING WASTE . � v� �� � &WATER LINES NEED qg � 5� °� �� ��, � � SYMBOL INDEX space wider than 12#in. TAX MAP: 1000-96-03-02.1 TESTING BEFORE COVERING 4. A minimum of one 12 wire 20-A circuit must be provided to supply the laundry µy& receptacle(5), and it may have no other outlets. 5. At least one receptacle outlet must be installed in the bathroom near the basin DRAWN BY: SAF DETAIL NUMBER rrls A42 ,� INTERIOR ELEVATION and must be provided with ground fault circuit interrupter protection. 6. Gode requires SHEET NUMBER MARK sufficient 15- and 20-A circuits to supply three watts of power for every square foot FILE NO.: Q. MIO ——- -,� SECTION NUMBER of floor space, not including garage and open porch areas. Minimum code suggestion is ENLARGED PLAN one circuit per 600 5q ft; one circuit per 500 5q ft 15 desirable. SHEET NUMBER �+s MARK PROD. NO.: 10715 7. A minimum of one exterior receptacle outlet is required (two are desirable) and must � '� ELEVATION MARK ❑ WINDOW MARK be provided with ground fault circuit interrupter protection. ek N.. 10 DOOR MARK 8. A minimum of one receptacle outlet i5 required in basement and garage, in addition DWG. NO.: Iry aa ,O KEYNOTE SYMBOL to the one in the laundry. In attached garages it must be provided with ground fault Nassa Point .,k ,, C roads.A�te-Cove A�— PARTITION TYPE circuit interrupter protection. 10 REVISION MARK (A)---COLUMN CALLOUT q, Many building codes require a smoke detector in the hallway outside bedrooms or T 1 PLOT PLAN 02 ROOM MARK -----PROPERTY LINE above the stairway leading to upper floor bedrooms. LEASING LINE 10. Disconnect switches are required. PROJECT INFORMATION 0 bol 120' 180, SCALE: 1 "=60'-0" cx 0.00 SPOT ELEVATION Note: Refer to the National Electrical Code. (NEG) for further information on residential Faint �" k `F L.•"'•'�r5zs,uo�=��,' F H ` requirements. DWG. TITLE: TABLE 401 .4. 1 LOAD-BEARING VALUES OF PRESUMPTIVE LOA FOUNDATION MATERIALS � �w�� 13 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA (TABLE 301 .2(1) GLA55 OF MATERIAL LOAD-BEARING PRESSURE pounds per square foot) GROUND WIND 5EI5MIG 5UBJEGT TO DAMAGE FROM IGE BARRIER Gr stalline bedrock 12,000 y _ SR SNOW DE516N WEATHERING FR05T LINE -�RMITE UNDERLAYMENT FLOOD . LOAD SPEED (MPH) GATEWRY DEPTH REQUIRED HAZARDS Sedimentary and foliated rock I pound - 4.45 N. g ARCHITECT, P.0 4,000 8301.2 (5) 8301.2 (4) 8301.2 (2) 8301.2 (3) 8301.2 (6) Rg05.2.7.1 a. Elevated garage floors shall be capable of supporting a 2,000-pound load Sandy gravel and/or gravel (614 and 617) 3,000 applied over a 20-square-inch area. MOD. TO 20 P5F 110 MPH G SEVERE 36 HEAVY REQUIRED N/A Sand, silt sand, clayey sand silt ravel and clayey ravel y y y y g y y g b. Applies to attic spaces meeting the requirements in Section 8802.4.1 for =� WN YORK ,� (5W, 5P, 5M, 5c,, GM and 6c,) 2,000 conventional ceiling Joists and Section 8802.10.7 for trusses. Attics without 11L (831) M-3555 FAX: (631) 780-3218 DAAL IffiLSMUN storage are those where the maximum clear height between joist and rafter is TABLE 3. 1 NAILING SCHEDULE Glay, sandy clay, silty clay, clayey silt, silt and sandy silt I,Soob less than 42 inches, or where there are not two or more adjacent trusses with (GI, ML, MH and GH) the same web configuration capable of containing a rectangle 42 inches hligh by REF: 2015 WOOD FRAME CONSTRUCTION MANUAL 2 feet wide, or greater, located within the plane of the truss. For attics without NUMBER 'OF TABLE 402.2 MINIMUM SPECIFIED storage, this live load need not be assumed to act concurrently with any other JOINT DESCRIPTION COMMON NAILS NAIL SPACING MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE GOMPRE551VE 5TREN6THa(f0 live load requirements. Weathering potential G. Individual stair treads shall be designed for the uniform) distributed live ROOF FRAMING TYPE OR LOCATIONS OF GONGRETE GONSTRUGTION Negligible Moderate Severe load or a 300-pound concentrated load acting over an area of 4 square RAFTER TO TOP PLATE (TOE-NAILED) 2-8d PER RAFTER inches, whichever produces the greater stresses. Basement walls, foundations and other concrete not exposed to the weather 2,500 2,500 2,5000 CEILING JOIST TO TOP PLATE (TOE-NAILED) 2-8d PER JOIST Basement slabs and interior slabs on grade, except garage floor slabs 2,500 2,500 2,5000 d. A single concentrated load applied in any direction at any point along the CEILING JOIST TO PARALLEL RAFTER (FACE NAILED) 3-16d EACH LAP top. CEILING JOIST LAPS OVER PARTITION (FACE-NAILED) 3-16d EACH LAP Basement walls, foundation walls, exterior walls and other vertical 200 3,0OOd 3,0OOd a a a M COLLAR TIE TO RAFTER (FACE-NAILED) 3-8d PER TIE concrete work exposed to the weather e. See Section 8502.2.1 for decks attached to exterior walls. N N N m BLOCKING 1-0 RAFTER (TOE-NAILED) 2-8D EACH END Porches, carport slabs and steps exposed to the weather, 2,500 3,0OOd,e,f 3,500d,e,f f. Guard in-fill components (all those except the handrail), balusters and panel RIM BOARD TO RAFTER (END-NAILED) 2- 160 EACH END and garage floor slabs fillers shall be designed to withstand a horizontally applied normal load of 50 For 5l: I pound per square inch = 6.8g5 kPa. pounds on an area equal to I square foot. This load need not be assumed to WALL FRAMING a. Strength at 28 days psi. act concurrently with any other live load requirement. � b. See Table R301.2(I) for weathering potential. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-160 PER FOOT G. Concrete in these locations that may be subject to freezing and thawing during construction shall be air-entrained concrete g• Applies to attic spaces not meeting the requirements for storage per footnote b. See Section 8802.4.2 for conventional Gelling joists and Section TOP PLATESAT INTERSECTIONS (FACE-NAILED) 4-160 JOINTS EACH SIDE In accordance with Footnote d. R802.10.6 for trusses. For attics with limited storage and constructed with STUD TO STUD FACE-NAILED 2-16D 24" O.C. d. Goncrete shall be air-entrained. Total air content (Percent volume of concrete) shall be not less than 5 percent or more ( ) p p trusses, this live load need only be applied to those portions of the bottom HEADER TO HEADER (FACE-NAILED 16D 16 O.C. ALONG EDGES than 7 percent. chord of not less than two adjacent trusses with the same web configuration = » e. See Section R402.2 for maximum cementitious materials content. Z Z Z Z TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16D PER 2 x4" STUD containing a rectangle � QU " 42 inches (1067 mm) high or greater by 2 feet (610 mm) W W W W � � f. For garage floors with a steel troweled finish, reduction of the total air content percent by volume of concrete) to not less m 3-160 PER 2x6" STUD wide or greater, located within the plane of the truss. The rectangle shall fit W ac W z than 3 percent is permitted if the specified compressive strength of the concrete is increased to not less than 4poo psi. between the top of the bottom chord and the bottom of any other truss o 0 0 0 o N 4-160 PER 2 19 x8 STUD member, provided that each of the following criteria is met: W W W W W > BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST 2-16D 112 PER FOOT TABLE 602A2 (SSTD 10 - 99 = _ = W N V1 N N N I. The attic area is accessible a pull-down stairway or framed opening 11n OR BLOCKING (FACE-NAILED) DESIGN WIND LOAD FOR WINDOWS AND DOORS (psf)2 IN BUILDINGS by P y p g accordance with Section 807.1; and - - - - - WITH A MEAN ROOF HEIGHT (MRH)5 OF 30 FEET W/ BASIC WIND SPEED 6 OF 110 mph W) \\\\\ W 1� � M .- 00 F- FLOOR G � C, 2. The truss shall have; a bottom chord pitch less than 2:12. \\\\\ o JOIST TO SILL, TOP PLATE, OR GIRDER (TOE-NAILED) 4-8D PER JOIST ZONE I ALL ZONES INTERIOR ZONE EXTERIOR ZONE � °' °' " N 0 0 0 0 0 h. Attic, 5paGe5 served by a fixed stair shall be designed to support the o 11 BRIDGING TO JOIST (TOE-NAILED) 2-8D EACH END 517E OF WINDOW 4 minimum live load 5 ecified for slee in rooms. z BLOCKING 1-0 JOIST (TOE-NAILED) 2`8D EACH END OR DOOR, A (50. FT) P05 N NEG (-) NEG () p p g E� SEAL: FLo BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16D EACH BLOCK 0 ( A < 25 3q -3q -45 i. Glazing used In handrail assemblies and guards shall be designed with a �r�. _n, Tq , LEDGER STRIP TO BEAM FACE-NAILED 3-160 EACH JOIST safety factor of 4. I► e safety factor Shall be applied to each of the �y v �• , ( 25 < A < 50 37 -38 -42 concentrated loads applied to the top of the rail, and to the load on the lin-fill JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8D PER JOIST onent5. These loads shall be determined independent of one another, and BAND JOIST TO JOIST (END-NAILED) 3-160 PER JOIST 50 < A < l00 35 -37 -40 Gom P loads are assumed not to occur with any other live load. BAND JOIST TO SILL, OR TOP PLATE (TOE-NAILED) 2-- 15D 1 PER FOOT 100_< A < 200 34 -36 -38 cS'��r�' � 8p', t�.. Of 1630 FOR MORE INFORMATION �o 200 < A 32 -35 -36 ff IS A VIOLATION F TH LAW FOR ANY PERSON, ROOF SHEATHING SEE TABLE 3.10 OF THE UNLESS ACTING UNDER THE DIRECTION OF A W FC M 1995 HIGH WIND ED. LICENSED ARCHITECT TO ALTER AN ITEM IN ANY WAY. I. THE "E06E5 5TRIP" (E) 15 LOCATED IN THE GORNER5 OF THE 5TR IGTURE AND EXTEND5 HORIZONTALLY FROM THE 8301.1 Deflection. The allowable deflection of any structural member undler WOOD STRUCTURAL PANELS 8D 4"O.C. © GABLE RAKE O.H. GORNER5 IN EACH DIRECTION A 015TMGE EQUAL TO 10 PERGENT OF THE LEAST HORIZONTAL DIMEN51ON OF THE the live load listed in R301.4 and 8301.5 shall not exceed the values in PROJECT TITLE: 6 O.C. ® PANEL EDGE BUILDING EK)T NOT LE55 THAN 3 FEET. ALL AREAS NOT WITHIN THE "E06E STRIP" ARE GON51PERED To BE IN THE Table R301.1. DIAGONAL BOARD SHEATHING 12"O.C. © PANEL FOLD "INTERIOR ZONE" (N. TABLE 301 . 7 1 "X 6" OR 11'X899 2-8D PER SUPPORT 2. MINIMUM OB16N PRE55URE VALUE5 MAY BE REDUCED BY IO PERCENT WHEN THE ROOF SLOPE 15 LE55 THAN OR 1 "X10'$ OR WIDER 3-8D PER SUPPORT EQUAL TO 10 DE61:UE5(A < 109. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROPOSED 3. PLUS AND MINU5 516% 516NIFY PRE55URE5 AGTIN6 TOWARD AND AWAY FROM THE 5URFAGE5, RE5PEGTIVELY. HOUSE CEILING SHEATHING 4. EAGH COMPONENT SHALL BE DE516NED FOR MAXIMUN P051TIVE AND NE6ATIVE PRE55URE5. STR U CTU RAL MEMBER ALLOWABLE DEFLECTION 5. MEAN ROOF HEIGHT 5HALL BE DETERMINED IN AGGORDINANCE WITH FI6URE5 102A, 1026 AND 102G. GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD 6. BA51G WIND 5PEE05 SHALL BE DETERMINED FROM FIGURE 104A. TABLE 301 . 5 RAFTERS S FIN. C7 SLOPE LING A6RE ED TOARAFTERS L/I80 WALL SHEATHING FOR STRUCTURAL_ PANELS 8D 6 EDGE 12" FIELD BEDROOM WINDOW COMPLIANCE SCHEDULE MINIMUM UNIFORMLEY DISTRIBUTED LIVE LOADS INTERIOR WALL5 AND PARTITIONS H/180 STARKIE / FIBERBOARD PANELS 11 ga. gale. ROOFING NAILS ROOM NAME LIGHT(8%)-SQ.FT. VENT(40A)-SQ. FT USE LIVE LOAD FLOORS AND PLASTERED GEILIN65 Ll360 RESIDENCE 1 ,/2 (0. 120"x1 -1 /2" LONG x 7/16" HEAD) 3" EDGE / 6" FIELD REV PROVIDED REQ'D PROVIDED ATTICS WITH LIMITED STORAGE 9b 20 ALL OTHER 5TRUGTURAL MEMBERS U240 2;5/32" 11 ga.�� galy. ROOFING NAILS 3" EDGE / 6" FIELD MASTER BEDROOM (502A 5c,. FT) 40.2 '14.46 20.1 6351 EXTERIOR WALLS W/ PLASTER OR STUGGO H/360 0.120 x1 - 1 /2" LONG x 3/8" HEAD BEDROOM#2 (4145 50. FTU 33.16 4124 16.58 22A2 ATTIG5 WITHOUT 5TORA6E 10 FIN15H AT GYPSUM WALL BOARD 5D COOLERS 7" EDGE / 10" FIELD 15EDROOM#3 (Iq'1.8 50. FTU 15.8 28.83 1.9 16.17 HARDBOARD 8D PER SUPPORT BEDROOM#4 (26x.1 50. FT) 215 20.62 10.5 11.46 DECKS e 40 EXTERIOR WALLS-WIND LOAD WITH L/240 1750 Sterling Rd PARTICLE PANELS 8D PER SUPPORT 6uESTBEDROOM (154.3 SQ. FT) 12.3 32.0 6.1 28.18 BRITTLE FINISHES Cutchogue, NY 11935 DIAGONAL BOARD SHEATHING EXTERIOR BALCONIES 60 EXTERIOR WALL5-WIND LOAD WITH U120 1 "X6" OR 1 "X8" 2-8D PER SUPPORT FIRE E5GAPE5 40 FLEXIBLE FIN15HE5 TOWN OF SOUTHOLD 1 "X10" OR WIDER 3-8D PER SUPPORT ROOF VENT REQUIREMENTS ( RGNYS 88062 )� REQUIRED VENT AREA PROVIDED VENT AREA 6UARDRAIL5 AND HANDRAILS d 2001 NOTE: L = span length, H = span height. SUFFOLK COUNTY, NEW YORK TAX MAP: 1000-96-03-02.1 FLOOR SHEATHING t a. The wind load shall be permitted to be taken as 03 times NEW ROOF 843 AREA (4, 6 50.FT) 4.843.8/150 = 32.3 50. FT. GUARDRAILS INFILL COMPONENTS f 50 the Gom onent and Claddin loads for the purpose. of STRUCTURAL' PANELS NEw SOFFIr VENT (250.2 LIN.FT.I 2502 (2") ,/12 = 41:1 PASSENGER VEHICLE GARAGES 50 5c,. FT. a a the determining deflection limits herein. P P DRAWN BY: SAF 1 " 0 R LESS 8 D 6 EDGE 12 FIELD/ „ �, NEw RIDGE PENT (260A LIN.FT.) 260.0 (2") x/12 = 43.3 5c,. FT FILE N 0.: ROOMS OTHER THAN SLEEPING ROOMS GREATER THAN 1 10 D 6„ EDGE / 12 FIELD 40b. For cantilever members, L shall be taken as twice the length of the --- DIAGONAL E30ARD SHEATHING cantilever. PROJ. NO.: 10715 1 "X6" OR 1 "X8" 2-8D PER SUPPORT 5LEEPIN6 ROOMS 30 G. For aluminum structural members or panels used in roofs or walls of r 1 "X10" 0 R WIDER 3-8D PER SUPPORT sunroom additions or patio covers, not supporting edge of glass or sandwich 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON-CENTER AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 STAIRS 40 G panels, the total load deflection shall not exceed L/60. For sandwich panels DWG. NO.: r used in roofs or walls of sunroom addition or atio covers, the total load INCHES ON--CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL For 51: I pound per square foot - 0.047q kWm2, P2 BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. P p q - def lection shall not exceTed L/120.2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED I square inch = 645 mm2, CODE ANALYSIS AND TO 1-16D NAIL PER FOOT. CALCULATIONS 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS. DWG. TITLE: SPECIFICATIONS 1 . THE TERM "CONTRACTOR IN THESE SPECIFICATIONS SHALL MEAN THE CONCRETE NOTES: GENERAL CONTRACTOR WHO SHALL BE RESPONSIBLE FOR THE PERFORMANCE OF 31 . ALL POTABLE WATER SUPPLY PIPING INSIDE THE HOUSE SHALL BE 3/4" 1 . MATERIALS SHALL CONFORM WITH THE FOLLOWING STANDARDS: THE WORK OF ALL THE SUB-CONTRACTORS EMPLOYED BY HIM. / COPPER, K TYPE, WITH 1 2 BRANCHES TO ALL FIXTURES. PIPES LOCATED A. PORTLAND CEMENT AS PER ASTM C- 150. S R 2. NO CONTRACTOR SHALL BE BROUGHT ONTO THE SITE WITHOUT FIRST IN EXTERIOR WALLS OR UNHEATED AREAS SHALL BE INSULATED FROM B. CONCRETE AGGREGATES AS PER ASTM C-33. ARCHITECT, P. PROVIDING ALL LIABILITY AND COMPENSATION INSURANCE IS MANDATED BY LAW FREEZING WITH INSULATION HAVING A MINIMUM R=2.0. C. WATER SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS, ACIDS, AND/OR OWNERS REQUIREMENTS. IT SHALL BE THE DUTY OF THE CONTRACTOR ALKALIS, SALT, ORGANIC MATERIALS AND DELETERIOUS MATERIALS. TO EE THAT ALL SUB-CONTRACTORS ARE COVERED BY THE REQUIRED 32. ALL PIPING SHALL BE GRADED FOR DRAINING AT A LOW POINT. D. REBARS SHALL BE DEFORMED BARS CONFORMING TO ASTM A-615, GRADE 60. E. WELDED WIRE FABRIC W.W.F. SHALL CONFORM TO ASTM 185 WITH ULTIMATE TENSILE INSURANCE AND HE SHALL BE RESPONSIBLE FOR THE SAME. 33. WATER METER SUPPLY PIPE TO BE A MINIMUM 1 " DIAMETER. STRENGTH OF 70 K.S.I. ) 3. ALL MATERIALS SHALL BE FIRST CLASS AS HEREIN SPECIFIED, AND ALL CONCRETE DESIGN STRENGTH: CONCRETE SHALL HAVE THE FOLLOWING 570 BROADWAY, AMfTY Uf NEW YORK 11701 2. G MINIMUM LABOR SHALL BE DONE IN A THOROUGH WORKMANLIKE MANNER. 34. NO ALUMINUM CONDUCTORS FOR BRANCH CIRCUITS PERMITTED. TEL (631) 789-3555 FAX: (631) 789-3218 EMAIL• MAIL®SRFAUICOM 4. NOTHING ON THESE DRAWINGS MAY BE MISCONSTRUCTED AS MODIFYING IN 35. CONTRACTOR TO PROVIDE AND INSTALL ALL OUTLETS, WIRING SERVICE, COMPRESSIVE STRENGTHS (f'c) IN 28 DAYS FOR THE VARIOUS COMPONENTS: ANY WAY THE 1�ONTRACT BETWEEN THE OWNER AND THE CONTRACTOR. BASEMENT WALLS, FOUNDATIONS AND OTHER CONC. 36. ALL PAINTS AND PAINTING MATERIALS REQUIRED BY THE NOT EXPOSED TO THE WEATHER - f'c = 29500 P.S.I. STONE CONCRETE. 5. ARCHITECT NOT RESPONSIBLE OR LIABLE FOR ALL WORK NOT UNDER HIS COMPLETION OF THIS WORK SHALL BE OF THE BEST QUALITY AS DIRECT SUPERVISION. CONTRACTOR SHALL NOTIFY ARCHITECT WITHIN 72 HR. RECOMMENDED BY THE MANUFACTURER FOR THE SERVICE REQUIRED. BASEMENT SLAB, AND INTERIOR SLABS ON GRADE, IN WRITING, FAILURE TO DO SO INDICATES THE CONTRACTOR HAS TAKEN FULL EXCEPT GARAGE FLOOR SLABS - f'c = 2,500 P.S.I. STONE CONCRETE. 37. PAINTER, AT COMPLETION, SHALL CLEAN DOWN ALL WOODWORK, FLOORS, RESPONSIBILITY. BASEMENT WALLS, FOUNDATION WALLS, EXTERIOR SASH, ETC. OF ANY PAINT AND DO ALL NECESSARY RETOUCHING OF WALLS AND OTHER VERTICAL CONCRETE WORK f'c = 3,000 P.S.I. STONE CONCRETE. 6. PRIOR TO START OF WORK, THE CONTRACTOR SHALL INSPECT THE SITE PAINTING WORK IN BUILDING, LEAVING HIS WORK IN PERFECT CONDITION. AND VERIFY ALL CONDITIONS AND SHALL BE LIABLE FOR SAME. EXPOSED TO THE WEATHER 38. ALL EXTERIOR WORK TO BE DONE IN DRY WEATHER. 7. THESE PLANS ESSENTIALLY CONFORM TO THE FOLLOWING CODES, PORCHES, CARPORT SLABS AND STEPS EXPOSED TO NEVERTHELESS, WHETHER SPECIFIED OR NOT, ALL CONSTRUCTION MUST 39. ALL TRIM, WOODWORK, DOORS, ETC. SHALL BE CLEANED AND MADE THE WEATHER, AND GARAGE FLOOR SLAB - f'c = 3,000 P.S.I. STONE CONCRETE. CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING READY FOR FINISHING AND SHALL RECEIVE ONE (1 ) PRIMING COAT AND CODE; NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE; NEW TWO (2) FINISH COATS. COLOR AS SELECTED BY OWNER. 3. CONCRETE SHALL BE PRODUCED FROM APPROVED BATCH PLANTS, BASED ON PRELIMINARYa a Q >- YORK STATE ELECTRICAL AND PLUMBING CODE AND/OR LOCAL CODES WITH 40. CONTRACTOR SHALL FURNISH LABOR AND MATERIALS REQUIRED TO TEST DESIGN AND RESULTING INTO MIX STRENGTH SPECIFIED. PRODUCER SHALL CERTIFY M M v) cn cn m JURISDICTION AND VARIANCES. INSTALL A COMPLETE HOT WATER HEATING SYSTEM CONSISTING OF CONFORMANCE OF QUALITY AND CONDITIONS OF MATERIALS TO ACI-318 AND THAT RADIATORS (OR EQUAL), INGREDIENTS ARE THE SAME OR EQUAL TO THOSE USED FOR THE PRELIMINARY TESTS. 8. IN THE EVENT THAT NOTED CONDITIONS ARE DIFFERENT THAN FIELD NATURAL GAS-FIRED HEATING BOILER, ATTESTATION OF QUALITY INSPECTION AT THIS BATCH PLANT SHALL APPEAR ON THE CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY. CIRCULATOR, PIPE FITTINGS, VALVES AND CONTROLS. TICKET ACCOMPANYING EACH LOAD OF CONCRETE. 9. ANYTHING NOT SHOWN ON THESE DRAWINGS BUT MENTIONED IN THESE 41 . ALL EQUIPMENT AND MATERIAL FURNISHED SHALL BE INSTALLED IN SPECIFICATIONS OR VICE VERSA, SHALL BE FURNISHED AND PERFORMED AS ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. 4. ALL REINFORCING BARS TO BE IN ACCORDANCE WITH A.S.T.M. A615 GRADE 60 DEFORMED, LAPPED A MINIMUM OF 20" FOR #4 REBARS AND 26" FOR #5 REBARS AT SPLICES AND THOUGH SPECIFICALLY MENTIONED IN BOTH. 42. ALL HOT WATER HEATING SUPPLY AND RETURN PIPES IN CORNERS U.N. 10. THE CONTRACTOR SHALL REPLACE WITHIN ONE (1 ) YEAR, WITHOUT UNHEATED SPACES TO BE INSULATED. 5. MINIMUM PROTECTION FOR MAIN REINFORCEMENT TO BE 3" FOR CONCRETE PLACED AGAINST W W W W W ADDITIONAL CHARGE, ANY WORK WHICH DEVELOPS DEFECTS DUE TO POOREARTH; ALL OTHERS TO BE 2 43. HEAT LOSS CALCULATIONS AS PER NEW YORK STATE ENERGY U.N. >- WWOf Of Wcr- W oZZZZ WORKMANSHIP OR INFERIOR MATERIAL of AND CONSERVATION CONSTRUCTION CODE AND/OR A.S.H.R.A.E. 6. CONTRACTOR TO PROVIDE PROPER SLEEVES IN FOUNDATION WALLS AND SLABS TO � W W W W 11 . THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND STANDARD METHODS. ACCOMMODATE ANY PIPES PASSING THROUGH. J J J EQUIPMENT REQUIRED FOR THE PERFORMANCE OF HIS WORK. m v 00 0 0 o O GENERAL NOTES: 7. PROVIDE 4-#6 DOWELS X 3'-0" LG. BETWEEN ALL PIERS, FOUNDATIONS, SLABS, GRADE o 0 0 0 o N 12. THE CONTRACTOR SHALL BE LIABLE FOR ANY ALL VIOLATIONS OF THE LAW BEAMS, ETC. U.N. AND ANY DAMAGE TO ADJOINING PROPERTY, ETC. CAUSED BY HIM OR HIS 1 . GENERAL CONTRACTOR TO COORDINATE WORK BETWEEN ALL TRADES. W W W W W > EMPLOYEES. 8. N N N N N � ALL EXPOSED CONCRETE SHALL BE AIR ENTRAINED. 13. THE CONTRACTOR SHALL CLEAR THE SITE ALL OBSTRUCTIONS BURIED OR 2. PROVIDE ACCESS TO ALL ENCLOSED CRAWL SPACES AND ATTICS. 9. REBAR SHOP DRAWINGS TO BE APPROVED BY ARCHITECT OR STRUCTURAL ENGINEER BEFORE OTHERWISE, INCLUDING TREES AND UNDERGROWTH AS AGREED UPON WITH 3. VENTILATE ALL CRAWL SPACES AND ATTICS AS PER CODE MEASURED IN COMMENCING WORK. M °° o OWNER. TOTAL FEET VENTILATION AREA. ^ N 14. ALL PLANTING WHICH IS AGREED SHALL BE LEFT STANDING AND 10. CONTRACTOR SHALL PROVIDE ALLOWANCE FOR TESTING AS REQUIRED BY THE TOWN. 000ao UNDISTURBED AND SHALL BE PROTECTED FROM DAMAGE BY CONSTRUCTION 4. FIRESTOPPING OF CONCEALED SPACES, SUCH AS EAVES, CRAWL CONCRETE TEST CYLINDERS AND SLUMP, INSPECTION OF REINFORCING BARS AND PLACING o DURING ALL STAGES OF WORK. SPACE/INHABITABLE BASEMENT SHALL BE 20'-0" HORIZONTALLY, 8'-0" VERTICALLY. OF CONCRETE TO BE TAKEN AND TESTED AS REQUIRED BY APPLICABLE AUTHORITIES. � Z THREE (3) SAMPLES OF CONCRETE FOR EACH 50 CUBIC YARDS OF 5. EXTERIOR CORNICES & EAVES SHALL BE FIRE-STOPPED AT ` 15. THE CONTRACTOR SHALL EXCAVATE THE GROUND TO THE DEPTH CONCRETE SHALL BE TAKEN FROM THE MIXER AND TESTED IN COMPRESSION SEAL: REQUIRED BY THE FOUNDATIONS AND FOOTINGS AS SHOWN ON THE INTERVALS OF NOT MORE THAN 20 FEET. ACCORDANCE WITH ASTM C39-61 BY A QUALIFIED TESTING-LABORATORY. DRAWINGS AND SHALL BE LAID OUT FROM THE SURVEYORS STAKES AND 6. ATTIC SPACE OR BETWEEN COMBUSTIBLE FLOOR OR ROOF ONE CYLINDER SHALL BE TESTED AT SEVEN (7) DAYS AND TWO (2) SHALL BE LIABLE FOR THE CORRECTNESS OF THE LAYOUT. CONSTRUCTION SHALL BE FIRE-STOPPED SO THAT NO AREA OF CYLINDERS SHALL BE TESTED AT 28 DAYS. REPORTS OF CYLINDER 16. ALL TOPSOIL SHALL BE REMOVED AND STORED ON THE SITE FOR USE SUCH CONCEALED SPACE IS LARGER THAN 3,000 SQ. FT. TESTS MADE DURING THIS PERIOD SHALL BE SUBMITTED TO THE ENGINEER d�eeN�ot� FROM THE SAME CONCRETE SAMPLED IN AN ABOVE, RECORDS OF SLUMP, AT FINAL GRADING. AIR CONTENT, UNIT WEIGHT AND TEMPERATURE SHALL BE MADE AND 7. ATTIC FANS SHALL BE EQUIPPED WITH MEANS OF AUTOMATIC SHUT OFF VALVE REPORTED WITH THE COMPRESSION TESTS. SEE SPECIFICATIONS rOR ADDITIONAL INFORMATION. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 17. THE CONTRACTOR SHALL CLEAN OUT ANY OF HIS RUBBISH OR OTHER UNLESS ACTING UNDER THE DIRECTION OF A DEBRIS WHEN REQUESTED TO DO SO AND SHALL LEAVE HIS WORK IN FRAMING NOTES AND WOOD SPECIFICATIONS: 1 1 . ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. PERFECT CONDITION AND/OR BROOM CLEAN AT COMPLETION OF EACH 1 TON PSF TO BE VERIFIED BY AUTHORITIES HAVING JURISDICTION OVER SAME. WORKING DAY. HE SHALL ALSO PROVIDE FOR ON SITE STORAGE OF 1 . ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH N0. 2 (GR SELECT STRUCTURAL CONTRACTOR TO PROVIDE COMPACTION TESTS FOR 90% TO 95% FOR ALL SOILS. PROJECT TITLE: CONSTRUCTION DEBRIS IN AN APPROVED MANNER. GRADE OR BETTER) WITH MINIMUM ALLOWABLE BENDING STRESS OF 900 Fb FOR REPETITIVE 12. ALL ELEVATIONS OF FOOTINGS INDICATED ARE SUBJECT TO CHANGE UPON INSPECTION OF 18. BEFORE COMPLETION OF WORK, THE CONTRACTOR SHALL ROUGH GRADE USE AND AN E OF 1 ,600,000 AS PER WESTERN WOOD PRODUCTS ASSOCIATION SPAN TABLES. SUBSOIL CONDITIONS DURING EXCAVATION OF SITE. PROPOSED THE PLOT BY REMOVING ALL BRICKBATS, CHUCK OF CEMENT, PIECES OF 2. JOISTS AND GIRDERS SHALL HAVE FULL 3.5" MINIMUM BEARING OR AS PER 13. BOTTOM ELEVATIONS OF EXTERIOR FOOTINGS TO BE 3' MINIMUM BELOW GRADE. HOUSE LUMBER AND OTHER DEBRIS ACCUMULATED DURING THE BUILDING AND THEN BRING THE PLOT TO FINAL GRADE USING THE STORED TOPSOIL. MAUNFACTURER'S SPECIFICATIONS. 14. CONSTRUCTION JOINTS IN CONCRETE SHALL BE VERTICAL MAXIMUM DISTANCE BETWEEN JOINTS 19. THE CONTRACTOR SHALL PROTECT HIS WORK FROM THE WEATHER DURING 3. BRIDGING OR SOLID BLOCKING SHALL BE REQUIRED AT MID-SPAN OF ALL FLOOR SHALL BE 40'-09', HORIZONTAL MAXIMUM SHALL BE 20'-0". IT'S PROGRESS BY THE USE OF ROUGH ENCLOSING DOORS, TARPAULINS OR JOISTS AND AT A MINIMUM OF 8"-0" O.C. AT LONGER SPANS. 15. WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE PROPERLY COMPACTED IN LAYERS. FOR OTHER ADEQUATE MEANS. 4. USE 'SIMPSON' METAL FRAMING ACCESSORIES AS SPECIFIED HEREIN AS DETAILED. 16. OMSTA; PRE-MOLDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND AT ALL COLUMN LOCATIONS. 20. CONCRETE TO HAVE A MINIMUM FC=4,000 PSI/ 28 DAY STRENGTH USE NAILING AS RECOMMENDED BY THE MANUFACTURER. 17. INSTALL "DUROWALL" TRUSS TYPE MASONRY REINFORCING 16" OC VERTICALLY AND AS PER STARKIE 21 . ALL FOOTINGS, PIERS, IETC. SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM MANUFACTURER'S SPECIFICATIONS IN ALL MASONRY WALLS. RESIDENCE 5. TOE NAILING OF JOIST TO HEADER IS NOT PERMITTED; USE 16 GA. STANDARD BEARING CAPACITY OF TWO (1 ) TON PSF UNLESS SPECIAL SOIL CONDITIONS ARE JOIST HANGERS WHEREVER JOISTS FRAME TO SIDE OF HEADER. 18. FOUNDATION WALLS TO BE ADEQUATELY BRACED AS REQUIRED. NO BACKFILL PERMITTED ENCOUNTERED. THEN CONTACT THE ARCHITECT TO INVESTIGATE SOIL CONDITIONS. UNTIL SUPPORTING FLOORS ARE PLACED. 22. MAIN SILLS TO BE "ACQ" DOUGLAS-FIR SIZE AND AMOUNT AS 6. PROVIDE 'SIMPSON' POST CAP AND BASE CONNECTIONS FOR ALL POST TO GIRDER/HEADER19. WHEN EXCAVATION, REMOVAL AND BACKFILL ARE REQUIRED, BACKFILL WITH CONTROLLED INDICATED ON DRAWINGS. CONNECTIONS TYPICAL THROUGHOUT. REFER TO PLANS FOR SPECIFIC TYPE AND APPLICATION. GRANULAR SOIL (SAND AND GRAVEL) IN MAXIMUM 9 LAYERS (LOOSE) AND COMPACT AT 23. ALL EXTERIOR WOODWORK SHALL BE FIRST QUALITY WHITE PINE, FREE FROM 7. PROVIDE 'SIMPSON' HURRICANE TIES FROM RAFTERS TO STUDS AT EXTERIOR WALLS AND MECHANICALLY TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D- 1557 AND THE OIL SHAKES AND LARGE BLACK, OR UNSOUND KNOTS. ALL JOINTS TO BE SQUARE. CS20 COIL STRAPPING FROM FLOOR-TO-FLOOR AND WALL TO PLATE CONNECTIOS. LOCAL BUILDING CODE. 1750 Sterling Rd REFER TO STANDARD STRAPPING DETAILS. 20. THE GENERAL CONTRACTOR SHALL VERIFY ALL DRAWINGS FOR COORDINATION BETWEEN TRADES Cutchogue, NY 11935 24. ALL EXTERIOR SHEATING TO BE 1 /2" "CDX" OR 1 /2 EXT. GRADE LOCATE BOLTS, SLEEVES AND TRENCHES AS REQUIRED FOR MECHANICAL TRADES, PROVIDE, SHEATHING WITH 'TYVEK' HOUSE WRAP BACKING 8. PROVIDE SPECIAL HEAVY DUTY AND SKEWED METAL HANGERS AS MAY BE AND/OR INSTALL ANCHORS, INSERTS, HANGERS ETC. , AS REQUIRED FOR VARIOUS TRADES. 25. THE CARPENTER SHALL DO NECESSARY CUTTING OF BEAMS, JOISTS ETC. REQUIRED TO TRANSFER ALL LOADS. 21 . FOLLOW ACI STANDARD LATEST EDITION FOR ALL DETAILS OR CONCRETE TOWN OF SOUTHOLD THAT MAY BE REQUIRED BY OTHER TRADES. 9. ALL EXTERIOR SHEATHING SHALL BE EXTERIOR GRADE, CDX PLYWOOD, 1 /2" MINIMUM CONSTRUCTION AS TO TIES, ANCHORAGE REINFORCEMENT SUPPORT, ETC. SUFFOLK COUNTY NEW YORK 26. COLOR OF ROOF SHINGLES AND SIDING AS SELECTED BY OWNER. THICKNESS. ALL SHEATHING SHALL BE NAILED 6D NAILS, 4" CENTERS AT EDGES AND 6" 22. INSTALL PRE-MOULDED EXPANSION JOINTS AROUND PERIPHERY OF SLAB AND AT ALL COLUMN LOCATIONS. TAX MAP: 1000-96-03-02.1 27. ALL INTERIOR FINISHES; COLOR, STYLE AND MATERIAL; AS PER OWNER. CENTERS IN THE FIELD. JOINT MATERIAL TO HAVE INSULATION VALUE OF R-5 FOR BUILDING CONSTRUCTION. 28. ALL INTERIOR WALLS AND CEILINGS TO HAVE 1 /2" GYPSUM WALLBOARD 10. CONTRACTOR SHALL SUPPLY ALL TEMPORARY BRACING OF THE 23. VERTICAL WALL EXPANSION JOINTS SHALL BE INSTALLED NO MORE THAN FINISH. ALL JOINTS SHALL BE NEATLY TAPED AND SANDED AND READY FOR STRUCTURE, AS REQUIRED, UNTIL ALL EXTERIOR SHEATHING HAS BEEN INSTALLED. 20'-0" O.C. JOINTS TO BE "DUR-O-WALL" RAPID CONTROL JOINT NO. 8. DRAWN BY: SAF PAINT FINISH OR WALLPAPER BY OTHERS. (MINIMUM THREE (3) COATS JOINT COMPOUND- UNLESS NOTED OTHERWISE ON PLANS.) 11 . PROVIDE MIN. DOUBLE SFRAME AROUND ALL FLOOR, CEILING AND ROOIF OPENINGS FILE NO.: --_ OR AS PER PLANS. 29. INSTALL ONE (1 ) SHELF IN EACH CLOTHES CLOSET AND A CLOTHES POLE 12. ALL WOOD CONSTRUCTION SHALL COMPLY WITH THE WOOD FRAME CONSTRUCTION PRGJ. NO.: 10715 UNDER THE SHELF. LINEN AND PANTRY CLOSETS SHALL HAVE FIVE (5) SHELVES. MANUAL FOR ONE AND TWO FAMILY DWELLINGS, 2015 WFCM OR LATEST EDITION. M 30. ALL BRICKWORK FOR CHIMNEY SHALL BE SELECTED COMMON RED BRICK. 13. ALL WOOD EXPOSED TO WEATHER SHALL BE 'ACQ' TREATED IN NOTE: DWG. NO.: ALL JOINTS SHALL BE WELL BUTTERED AND MADE TIGHT AGAINST THE ACCORDANCE WITH AWPA STANDARDS. NO WORK SHALL COMMENCE PRIOR TO THE ISSUANCE OF A PERMIT FROM THE BUILDING WEATHER AND SHALL BE TOOLED. UPON COMPLETION THE BRICK WORK DEPARTMENT, ALSO INCLUDING ALL OTHER LOCAL AGENCIES HAVING JURISDICTION SHALL BE CLEANED WITH MILD ACID AND LEFT IN PERFECT CONDITION. 14. ALL WOOD CONNECTORS SHALL BE BY SIMPSON; USP MAY BE SUBSTITUTED. GENERAL NOTES DWG. TITLE: 113'-II" ARCHIT R T P. 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FND WALL 18 I '" I I I I I ® '� BELOW GRADE AT 1 I I I I I I BOTTOM STEP (TYP) � V-6 8" P.G. FND WALL OVER I I 10" P.G. FND WALL OVER 24"A2"D I I I I I6"x8"D P.G. FOOTING 36" I P.G. FOOTING 36" BELOW GRADE W/ I I I BELOW GRADE W/ 2x4 KEY I I 2x4 KEY _--_ I r __ I 570 BROADWAY, AMITYVILLE NEW YORK 11701 —————————— E —————————— 1 TEL (631) 789-3555 FAX: (631) 789-3218 EMAIL MAIL®SRFAIA.COM ---------- ------ —————————— -- ---------------------� A-1.1 I :' I I " ' I r----------------------------------------------------� -J .. I i _J STEP FOOTING I I I I r------------------------------------ GONG. LANDING BELOW CELLAR I I I I Ir®' . •. ® . �. I 12x48" P.G. FND WALL OVER ABOVE I I ENTRANCE STEPS I I I MI.. li : r- 84"x60"AAD P.G. FOOTING MIN I1 1 1 1 I �I I 4"x4" 'AGO P05T - -_ 36" BELOW GRADE FOR REAR PATIO It-Ai I I I I--- -- FIREPLAGE I I I I W/ DEG. GOL AS 4" P.G. SLAB WITH 6x6 10/10 IrtPER OWNER TYP. W.W.M. OVER bmil VAPOR I IBARRIER ON 6" GRU5H STONE �I :. I %A ON�� I I I I 6 GOMPACTED FILL (TYP) AIN AND PIT : 4" P.G. SLAB WITH 6x6 10/10 1 1 1 1 ------- BRIGK- 2'-0 W.W.M. OVER Emil VAPOR I I I ® 11 1 3 •. 1 I I I I I L___ _ J I I DIA. I I BARRIER ON 6" GRU5H STONE I I 1 8 COMPACTED FILL (TYP) 1 1 -1.2 I I I I I I I I HTT22 HOLD DOWN ANCHOR AT I --------- - --------- I I I j I I I 11 . 1 ---------- ------- - I I I I I PROVIDE 10" HAUNCH I! I I i (TYP) THROUGHOUT HOLODOWN 1 I I I -- j FOOTING UNDER DOOR Q a a TYP. CORNERS CONTINUE TO L ______________________ J I I I ------- ---- 1 OPENINGS (TYP) cn I 1 SECOND FLOOR I I I BEAM POCKET (TYP) I .`- 1 j l I I :m :7 N N N A-9 l a II I I I o II-1/8" 560 TJI I „ I I 1 1 1 ® 16" O.G. o II-1/8 560 TJI I I I II-1/8" 560 TJI ;- cNxv I a BASEMENT cNy I - ® I6 O.G. J @ I6 O.G. O 10'-0" G.H. L'41 I OL �? ( o I I I II-1/8 560 TJI I 1 1 --- - I (2,140 50.FT.) 3 R I I_'� 4" P.G. SLAB WITH bxb 10/10 p @ 16" O.G. I I W.W.M. OVER Emil VAPOR 1 I I I BARRIER ON b" CRUSH STONE '_"__ I 5" P.G. FND WALL OVER I6"x8"D P.G. I 1 1 I I I r FOOTING 36" BELOW GRADE W/ 2x4 KEY I 2 �L — COMPACTED FILL (TYP) I I I I _ WI2x26 36"x36"x12"D P.G. FOOTING W/ 1 I I I I I T DROP BEAM r--- r--- #5 REBAR @ l2" O.G. EACH WAY Q 1 I I I I I A-5 M 1 -----------I f I I I �I DBL. F.J. 1 I I I 1 W W W w W _ DBL F.J. 4 LALLY COL. ABOVE (TYP) x > > > > N — — — — — ' _ II-1/8" 560 TJI I I L----I L--------------------------J L---------- L,., W w w POST ABOVE L- -J. I - 11-1/5" 560 TJI ,- J 1 @ 16, O.G. (TYP) 21'-2 " s L _J -� W W W w @ I6 O.G. -i r-----------------__---__------____-__------_- m J J J J U U u U I _ I 60x31" P.G. FND N•w I WI2x26 _ 1 1 DBL. F.J. I I 0 0 0 0 0 �O I :.• 1 WALL OVER x I m — — I ®— — �- — -�- — I cn ___ DROP BERM7 1 0 0 0 0 0 2 I 1 84"x49"xl2"D P.G. N p - - - - L---J POST ABOVE 1 I w � LJ � � w A-6 I FOOTING MIN 36" IF I I I I o POST ABOVE I (TYP) I j N N N N N 1 I BELOW GRADE (TYP) N N N N N FOR FIREPLAGE I i 1 S m I 3 t- �r M 00 H 12'-4" 62 x In Q I I -1.2 \ o o r� \ Q I w I \ \\\\ D _ 0 0 0 0 Co I BEAM POCKET I c� CL 12"D 50NOTUBE 36" ___ ____ ^ N L——————————————— _ 1 (TYP) I -_-- I o BELOW GRADE TYP 1 � � '' 11 I % _ / Z L--- r --- --- I C P05TABOVE (TYP) - -� ----J F 1 11, I 1 o Ili/f�" 560 TJI O.G. 77 I I o I I-1/5" 560 TJI ! ! L-- --J 1 ' - a 1 -� SEAL: I @ 16 O.G. 11 I I 15'-II1„ 13-41 19-10� , I Y� 1 I !'•. � . . 3-I I 2 2 oo I ); I' •' II CL RAILING TO BE NO LE55 10" P.G. FND WALL OVER 24"x12"D I i I ® 1 I THAN 36" A.F.F. W/ MAX. 4" P.G. FOOTING 36" BELOW GRADE W/ 1 I ® _ ����� 0 r 63g� 'I 2 i .,. I I I ( SPACING FOR SPINDLES I 2x4 KEY 1 1 I TYP. THROUGHOUT I LLL ------------- - - ---------------------- I i IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 1 I I ----- ----- I I I I I - ` ' 1 UNLESS ACTING UNDER THE DIRECTION OF A Ij ------ =' --------= ------ r----- --------- --------� I LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. I' I 2 LAYERS #5 #5 REBAR CONT. 12" DIA. �`- --------- -------� I - REBAR CONT. @ 36" O.G. VERT. I 50NOTUBE 36" I ': I @ e" O.G. HOR . PROJECT TITLE: 1 I BELOW GRADE PORCH FOOTING 36" BELOWVER GRADEaW/2x4 KEY I 4"x4" 'AGQ' POST w " I UNDER 4" SLAB 4 P.G. SLAB WITH bxb 10/10 W.W.M. OVER �, ( W/ DEG. COL A5 A-8 I , bmil VAPOR BARRIER ON 6" CRUSH STONE 1 i I :' I PER OWNER TYP. (NP) d COMPACTED FILL (TYP) 1 L -------------------------- 11 -1cV o PROPOSED �-__-_---�_------ _---__------- - R.R. (5EE PLAN FOR SIZE) - \Y ��� 'F—VINYL SIDING A5 PER OWNER OVER L- (3) WD STUD 1/2" RIGID INSULATION ; SIDING A5 PER OWNER OVER I ° @ CORNER TYP. f BOARD (R-3) I/2" RIGID INSULATION 51MP50N MT524G SEISMIC 'TYVEK' HOUSE WRAP OVER ' <; BOARD (R-3) AND HURRIGANE TIE GR S R ;� I/2" EXT. GRADE PLYWOOD �� 'TYVEK' HOU5E WRAP OVER ARCHITECT, P.W EQ. 6520 COIL STRAP. °° FIRST FLOOR '- ' FIRST .� � 1/2 EXT. GRADE PLYWOOD 2X6 WALL FRAME @ I6 O.G. FLOOR r W/R-21 BATT` IN5UL. TYP.BEAM (5EE r WALL FRAME @ 161, O.G. I 51MP50N HTT5 PLAN FOR SIZE) METAL HOLD W/BATT IN5UL. (REFER TO PLANS) °, , �� ;<,.� 3/4" T$G PLYWOOD SUBFLOOR <') SIMP50N WALL STRAPS ^� TYP.-REFER TO DETAIL F.J. @ 16" O.G. (REFER TO 570 BROADWAY, AMITYVILLE NEW YORK 11701 TEL (631) 789-3555 FAX: (631) 789-3218 MIL MAIL®SRFAIA.COM PLANS FOR SIZE) W/ F.J. A5 PER PLAN @ (2) 2"X6" AGO SILL PLATES ; BATT INSULATION 169" O.G. Wl 3/4" OVER TERMITE SHIELD OVER SUB-FLOOR ABOVE SILL SEAL TYP. \ 51MP50N WALL 5TRAP5 ° 14 5D5 I/4"X3" WD ° 5GREW5 AS PER .'- TYP.-REFER TO DETAIL o SIMPSON 6I� o GAP/BASE BY 51MPSON A Y_ � 2"x4" SILL PLATE Y 5/8" DIAMETER ANCHOR BOLT W/ ) I ,� A STRONG TIE BG4 -- - -- - II° 18" MIN. DEPTH ® 36" O.G. (MAX.) (2) 2"X6" AGO SILL PLATES 4"X4" 'AGO' P05T (2) 'AGQ' SILL PLATE W/ MIN. 3"X3"XI/8" WASHER AT / / / OVER TERMITE SHIELD OVER i PLATE A5 PER WFGM TABLE 32A (BOTH SILLS) Z SILL SEAL TYP. I I BASEMENT a / APPROX. GRADE 1 a TYP.@ FDN. PERIMETER 7 _! ER' GH JR BOLT i.i 1 _ tf b _ ►�4 DECORATIVE GOLMN F.J. � I6 O.G. I A-1.2 STYLE A5 PER OWNER 55TB20 ANCHOR BOLT a d PROPOSED FOUNDATION °d ° II I I11N. IEPT}f♦ ®36" b.G. (MAX) TYP. AT HOLDOWN 1-- " 11 4" POURED _ W/ 3 C3 XI/8 WASHER AT II CONCRETE SLAB d „ BASEMENT ° - IIID TE AS PER WFGM TABLE 32A \ \ II W/6x6 10/10 W.W.M. I ° d 2X4 CONTINUOUS X< —d I WATERPROOF MEMBRANE FOUNDATION WALL \ \ I OVER bmil VAPOR - ° KEY WAY TYP. 0 0' U_ � L_ (2) SILL PLATE TYP. @ FDN. PERIMETERBARRIER ON 6" (3) #5 REBAR CONTINUOUS � a a aM M <n cn cn m CRUSHED STONE 2 AND #5 REBARAND COMPACTED @ 12" O.G. IN FOOTING FILL (TYP) 2"X4" CONTINUOUS KEY WAY TYP. 5 FLOOR TO FDN. DETAIL (3) #5 REBAR CONTINUOUS AND #5 REBAR NOTE: REFER TO MANUFACTURER'S PROVIDE TH15 DETAIL WHERE GONG PORCH SCALE:3/4' -1'-0' 4" POURED CONCRETE SLAB H/ @ 12" O.G. IN FOOTING IS AGAINST FOUNDATION WALL 6x610/10 W.W.M. OVER bmil INSTALLATION 5PEGIFIGATION5 FOR VAPOR BARRIER ON 6" CRUSHED ALL APPROVED INSTALLATION REQUIREMENTS. (GONG PORCH AREA) STONE AND COMPACTED FILL (TYP) METAL HOLD—DOWN/ UPLIFT ANCHOR FLOOR TO FDN. DETAIL WWW W WcoW W W , � � cr_ oZZZZ TRANSFERS TENSION LOAD BETWEEN FLOORS: N.T.S. SCALE 3/4 1'-0 ' - '- ' W W w W ..> PROVIDE THIS DETAIL WHERE GONG PORCH = TIES STUDS/ POSTS TO FOUNDATION �j —VINYL SIDING A5 PER OWNER OVER 15 NOT AGAINST FOUNDATION WALL m " C.) " " Z (GONG PORCH AREA) ;_'Q 1/2" RIGID INSULATION o: 0- � 0- o- o 0 0 0 o O BOARD (R-3) cn ' o0LLJ 0 0 � 0 V ) N N to V) `.->; 'TYVEK' HOUSE WRAP OVER = Z:) w "j 1/2" EXT. GRADE PLYWOOD cn cn !n cn vi GARAGE 4"X4" 'AGO' POST W/ R 2A BATT LL ANSUL TYF'O.G. (3) WD STUD WD 5TUD5 '� `f' `n 'r' �' C� @ CORNER TYP. T —AT INTERIOR: �_ M\ 00 �- GOLUMN BASE BY SIMP50N 4" POURED u-) 0-) 0, t-, N p (6) 1 1/2" NAILS AS PER STRONG TIE GBQ44-5D52 CONCRETE SLAB MANUFACTURERS 5PEGIFIGATION5 0 0 0 0 0 c� ._-.• 51MP50N WALL STRAPS o OR EQUIVALENT EQUAL W/6x6 10/10 W.W.M. ( i, '�TYP.-REFER TO DETAIL I AT EXTERIOR: —LIJ [I 3" MIN. SIDE II ® ° 0 ER BARRIIER ON06" I �1 (6) 2 I/2" NAILS AS PER i I COVER II CRUSHED STONE I (2) 2X4 AGO SILL PLATES - I MANUFACTURERS 5PEGIFIGATION5 c F u 5IMP50N HTT5 4 OVER TERMITE SHIELD OVER 0 o - ._A AND COMPACTED o . 0 1 I STUD TO SILL PLATE TIE DOWN SEAL: �� <' I'1 £ '�?•' METAL HOLD FILL (TYP) ° SILL SEAL TYP. o I I II _ z 51MP50N GSIb COIL STRAP OVER APPROX. GRADE -- 0 I 1 011 PLYWOOD SHEATHING AT EXTERIOR 8 P.G. FND WALL OVER • _. DIAMETER ANCHOR BOL SILL PLATE (5EE PLANS) 0 o II I6 x8 D P.G. FOOTING 36 y r` ,• 5/8" TW/ __ _ o I Imo _-- it ' II o --I -� 7" MIN. DEPTH ® 36" O.G. (MAX) - o - ---W/ MIN. 3"X3"XI/8" WASHER AT -_ 1i - o BELOW GRADE W/ 2x4 KEY ° , -, �. --PLATE A5 PER WFGM TABLE 32A - - I I S�dr 0163?) " oto 14 5D5 I/4 X3 PER UNEXCAVATED _ � r 5GREW5 A5 PER ! WATERPROOF MEMBRANE I a 51MP50N TYP. a FDN. PERIMETER ---- IT IS A VIOLATION OF THE LAW FOR ANY PERSON, J ° O — UNLESS ACTING UNDER THE DIRECTION OF A 4" POURED a d PROPOSED FOUNDATION ILICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. COLUMN TIE DETAIL (2) 'AGQ' 51LL PLATE CONCRETE SLAB W/ SILL PLATE ANCHORS PROJECT TITLE: 1 i 6x6 10/10 ° 1 I OVER bmil VAPOR d � 2"X4" CONTINUOUS Q ANGHOR5 POST TO GONGRETE FOUNDATION, P05T TO BEAM, AND BEAM TO ROOF SCALE N.T.S. 1 BARRIER ON (b" a KEY WAY TYP. �J - Z CRUSHED STONE AND 55TB20 ANCHOR BOLT ° RAFTER: REFER TO 51MP50N FOR NAILING REQUIREMENTS d) 7 GOMPAGTED FILL (3) #5 REBAR GONTINUOU5 SCALE:N.T.S. TYP. AT HOLDOWN (TYP) AND #5 REBAR PROPOSED 12" O.G. IN FOOTING HOUSE FOUNDATION WALL 6FLOOR TO FDN. DETAIL 5/4" 'AGQ' DECKING (FIN. T.13.0) F 0 R (GARAGE AREA) SCALE:3/4'-1'-0' 5/4" 'AGQ' DECKING S TAR KI E (FIN. T.B.D.) 'AGQ' D.J. WOOD STUDS @ I6 O.G. J015T5 RESIDENCE (REFER TO PLANS) 'AGO' RIM �@ 16" O.G. TYP. BA5E PLATE 'AGQ' GIRDER NOTE: REFER TO MANUFACTURER'S USE 51MP50N BG4 1/2" GALVANIZED INSTALLATION 5PEGIFIGATION5 FOR Z GARRAGE BOLTS ALL APPROVED INSTALLATION REQUIREMENTS. - 3/4" T46 GAP CONNECTOR OR EQ. W/ WA5HER EACH AT 4 PLYWOOD SUBFLOOR SPACED (TYP) GAP GONNEGTOR OR EQ. 1750 Sterling Rd METAL HOLD—DOWN UPLIFT ANCHOR USE 51MP50N BG4 TRANSFERS TENSION LOAD BETWEEN FLOORS: N.T.S. 5 51MP50N ABA44 COL. USE SIMP50N ABA44 COL. TIES 5TUD5/ PO5T5 TO FOUNDATION RIM J015T OR A5 GRADE BASE OR EO. BASE OR EQ. Cutchogue, NY 11935 o i i o PER PLANS 0 0 1 i i (GARAGE AREA) LJ WOOD P05T o l o ° i o 1 i ° / TOWN OF SOUTHOLD O 0 ; 0 / WALL STi�APS-51 MPSON USE 51MP50N ABA44 COL. I o ° ° BASE: OR EQ. ' i o o, G520 COIL STRAP Z I � EVERY 51UD � SUFFOLK COUNTY, NEW YORK i = TAX MAP: 1000-96-03-02.1 FOUNDATION 0 FOUNDATION (5EE PLAN FOR SIZE) Pfi a � Simpson Strong-Tie (2) 2"X6" 'AGO' DRAWN BY: SAF ABA44 EPT44A GB0445D52 a SILL PLATE FILE NO.: --- COLUMN BASE P G FOUNDATION WALL GIRDER RESTING ON POST DETAIL 2 10 PROJ. NO.: 10715 COLUMN BASE: Attaches wood post to concrete embedment SCALE:N.T.S. to resist high uplift loads. SILL PLATE ANCHORS FOR BALCONY IN REAR OF HOUSE SCALE:N.T.S. DWG. NO.: K ANCHORS SILL PLATE AND STUD TO CONCRETE SCALE:N.T.S. OR GMU FOUNDATION WALL. 0 FOUNDATION DETAILS DWG. TITLE: I 13 8'-22.1 31_41117'—g211 13'-1211 31'-I I" I S R ARCHITECT, P. 3'-2211 CL 51_{11 31_221 CL 3'-221 CL 2'-6211 41_31. 13'-5.1 41_31. 10'-1211 �2'-1021 CL 4'-3211 2'_41 k 4'-5211 CL 6'-3211 q1 0211 CL I6'-62.1 CL 6-42" ® „ 10 10 570 BROADWAY, AMITYNILLE NEW YORK 11701 TW3 46 [77L (631) 789-3555 FAX: (631) 789-3218 EEMAILMAIL®SRFAIA.COM --- —- -� --30'-I-011 ------- -- -- --------�� .IN <t p 'n 10'-0 " 10' 4'--q u -OI6-3 "2q'-10" 5-O ' 10 ~ p 1 < _ry 31_611 6 0 - - A- p 26-10:1 '-112"O 4 11 " 3 -n _ I I I'-821. 21.31. 42'-121 EE p, - aaQ p >' ® ® ® ® ® N N REAR PORCH o N m 1 N Lu 4' q" - 3 CAR GARAGE I IN `t cn I2 4 IN COVERED o I n' - O O PORCH O ® -IN � "z CV - (n T- _ —N I o1zv p +^ m 5'_421 11 m r m CL TW2 36 TW2 46 TW21546 <`T 2846 ~ ~ ) TW243 3'-6" o cx 3 3 = �' p W W W W W ��T \ 5111 -412'-1211 20'-10" 22-4 " _ LIJ O: Z � D cv ozzzz I I I OPEN T ABOVE AT ROOM1 KffCHEN \ N' +>� m v v v I I I IU —� Of 0.' Of Of O Z m II II 1 -il 1011 0 0 0 0 o O BATH -CC I I ® I POG 7 O o 0 0 0 o N 1 1 I I X W W W W W 3 4 I I I I 1 PANTRY IN II II 1 6,, 0 2 - - - - - - s - I I I =IN I +) +'� �t - � Ln Ln Un uo ' 8'-8" I I I 1 0 1b A-5 IT rill 00II � I I 21-8 ® _ � �� � �� -- 0 o ll 7 Q -- —I L_-- 1 � �oPOGK - -10° 3-1028'-O" j �, q'_0211 Lo N N N N 0 s p1_I211 '� p I I - r-------� o I , - o 0 0 0 0 c v o + V>. 0 0 I N ® ;+� STORAGE I I STORAGE -------� _ 2,-2„ N I-- Lu GUEST BEDROOM �6,, = o TW3 46 h"` +�o, m j 6 SEAL: '.r m u n O Q lu ---� F 0 INET ' 2 N (2)2 6 x7 O + +'` 4'-O"= b- L__ 13'-O" __ 3,40 + +� HEL o q-6 BIFOLD i- Jo ,p -- - - Jo 0 ELVES UN. -cv CL rcm --- cABiN sr ✓° 0163a�, l'-4" --- EATING AREA N c Q °3f� of Neve ©� —IN =1N N r_ CL ___ Ch iz) a ___ _ I I , IT IS A VIOLATION OF THE LAW FOR ANY PERSON, m 0 + N = I I +^� 6_0 5-3� ~ N LICE SED ARCHITECT TOA UNLESS ACTING UNDER THE DIRECTION OF A �o LIBRARY ---- I I �0 m ALTER AN ITEM IN ANY WAY. -- - _, p 1 1 I I OPEN TO ABOVE DINNING ROOM --- -p T _ _ PROJECT TITLE: I N IN c1 11 I I +^0 CLOSET � 1 N Ck � I I DHPC146- C) 4 N o FOYER - PROPOSED � _ 1 0 0 CV m - lY� - � =Iry ° u ° N HOUSE ® -1211 o 20'-10" 16'-1211 ~ 2 —IN cv I I N A,-8 1 � I o„ F 0 R TW2 46 PHP410 6 TW284 gyp+ +)O TW 46 PHP 1046 TW 46 cv q�8 TW2 46 TW2 46 ® I N STARKIE I - - COVERED ` ; = RESIDENCE FRONT I / PORCH I AT ---- --- 1750 Sterling Rd 2 15'-4" 1 Cutchogue, NY 11935 4'-10211 A-7 l0-I I" A-5 A-7 8'-112" 41_5211 41_3211 41_3211 41_3211 611 21_3211 41 q11 41 q11 21_3211 114 211 41_321. 41_3211 41_3211 21_321 21_3211 31_/211 31_/211 21_3211 31 O11 II'-5211 13'-11211 g1_�11 G L Ir Ir 11 1 ClL Cl TOWN OF SOUTHOLD CL � � (L I CL SUFFOLK COUNTY, NEW YORK 12'-102" 20'-5" 14'—I" 20'-5" 16'-112" 35'-r' TAX MAP: 1000-96-03-02.1 Iiq-lo DRAWN BY: SAF 1 A-s FILE NO.: --- PROJ. NO.: 10715 k FIRST FLOOR PLAN SCALE: 3/1699--19-019 DWG. NO.: PROPOSED FIRST FLOOR PLAN DWG. TITLE: (3) 211x6" POST SR ---- ARCHITECT, P. > . o oN \ N C I ;2 570 BROADWAY, AMMVIL E NEW YORK 11701 TEL (631) 789-3555 FAX: (631) 789-3218 EMAIL, MAIL®SRFAIA.COM A-6 �I x P.G. STEPS W/ RAILING TO BE NO LE55 m BLUESTONE THAN 36" A.F.F. W/ MAX. 4" \�I `m ABOVE (TYP) SPACING FOR SPINDLES zz TYP. THROUGHOUTry rr 1 -- -- 4"x4" 'AGO' p p = 0 14" 560 TJI I� P05T (TYP) RAILING TO BE NO LESS Ib" O.G. (3) 211x6" 411 :pi _ _ THAN 36" A.F.F. W/ MAX. 4" p POST (2) 2 xl0 'AGO' SPACING FOR 5PINDLE5 REAR PORCH p N DROP BEAM I TYP. THROUGHOUT 14R 6 1„ 3 CAR GARAGE 11'-4" G.H. �t5v �• I BLUE STONE i S EAR HALL. COVERED Q d PORCH X o 1- (2)-2"x12" HDR (2) 2"x12" HDR Q NOTE: m \� DE516N No. L58q O m BLUE STONE N c I F.P. Q EXHAUST FAN COILING TO HAVE cn to cn m p � IN THE UL BOOK. NR FOLLOW `y R I (3) 211x6" w W/DUCT TO 5/8" TYPE X GYP. -,p CL OUTSIDE SYSTEM No. I AND BOARD AS PER > (2) 2"x611 POST SYSTEM NO. 6 DBL. D.J. - - _ __ POST WOOD FIREPLACE SHEAR WALL N O 8302.6 - /�- a � i \ n NUMBERS 3 AND 4 0 pT� I I (2) 211x6" >l o �Q-W _ DRYER TO Q w POST II.I Lu EL?9 I VENT TO 2 w� I p l i z GREAT ROOM I I z KffCHEN STo� o EXTERIOR p = 11-115" 560 TJI 611 I OPEN TO ABOVE I q'-0" G.H. I �fi\ 0 14" 560 TJI -e `n BATH @ I6" O.G. I VAULTED I I� KITCHEN BY OTHERS 116 „ I Iw- 22'-0" G.H. I IQ- Q w I _ L q'-O" G.H. \j EXHAUST FAN IIIm - HIED� O `� z I � m DBL. D.J. `J I I�w I'I=Lu v 0 © d Q Lu W/DUCT TO r I P p r I I�o w = I PANTRY r_ (2) 2"x4" 3 3 3 3 Q o OUTSIDE IIS o X I IIw O © I ~ 1 P05T 1�= X > J> !u q-O G.H. w 2"x811 'AGO' <t T- O v w w w w 2 xb PLUMBING mi I a zt I w -� w l � � � D.J. @ 16 O.G. WALL 'III m I I I x u-I w w 1A-5Z I ►- � �- Ik HOWE N1 1 (3) 2x4 ^l.l 0 1 (2) 1-3/4"x14" I I = = = = SHEAR WALL (2) 1-3/4 AI-1/8 G-P 2.Oe LVL ISI P05T VIII m t> - �-' e LVL I I m i u m v . - . FLUSH BEAM -Ill r-------- I � z (3) 2"xb" PROVIDE J015T HANGERS COUNTER __J _ ET B ° j x I I STORAGE I I 0 0 0 0 0 _O q) IP05T oI _- 2)•I:I 4•xll-1 8 2.Oe LVL - w w w w w N � DROP BEAM � S O I 0 N (3) 211x4" I o �? (3) 2x4 - ----- m w „ „ m N WORK-TABLI�---- w w w w w > o II-7/8" 560 TJI 1211x6" STUD o v, v> � P05T ,�� P05T GO "' cn "' "' "' GUEST BEDROOM oI= q-O G.H. © 16 O.G. WALL SD N z - - - - - �. \ GO = _� j LINE OF WALL q-O G.H. 5D Lu LL z ' @ FLUSH BEAM 3) 2x6 L 211x6" WD L2 L2 2 2 (2) I-3/4"x11-7/8" 6- 2.Oe LVL -' ABOVE AL (2) 1-3/4"xlLl/8" 2.Oe LVL L EXTERIOR HALL ^ � M \ � __ _ . - . - POST STUDS A N 2 SD d DROP BEAM ALL INTERIOR WALLS v - - �-------- �� - - - - 211x6" STUD2"x411 WD. STUDS UNLE55 0 o M Q P 55 A-6 m - THROUGH ����� v LIN. CL r - PANTRY WALL OTHERH15E NOTED o 0 0 0 N (3) 2"x4° - (5) 2"x4" (2) 2 x611 �s o II--1/8" 560 TJI _ . . . -- - POST �� \ � EATING 16" O.G. �(3) 211x4" ___ I �` '.I i o II-•1/8" 560 TJI NOTE: Z POST ��, 16" O.G. FLUSH HEADER CONNECTIONS FOR ENGINEERED LUMBER 15 AS FOLLOW5: -'N (2) 1-3/4'XI I-�10' 2.Oe LAM LVL - USE HGU3.63-5D5 HANGERS SEAL: - I �' ( I-3/4"x11-1/8" G-P 2.0e LVL SHEAR WALL Q - -- 1 N= I w FLUSH BEAM LIBRARY �w - I n; `f'' 'T - . -_ ALL HANGER TO BE INSTALLED AS PER MANUFACTURER 5PEGIFIGATION5. - q'-O" G.H. i I 1 I OPEN TO ABOVE DINNING G.H. B�1GH VAULTED (2) 2x4 POST (3) 2"x4" 22'-0" G.H. - POST IUJI S�d�e. 016380. o�� I,I I 0 11-1/8" 560 TJI SHELVES \J) FOYER SHELVES o II-1/8" 560 TJI dN R of-Ne-w 2 x8 G.J. @ 16" O.G. @ 16" O.G. 0 2"x8" G.J. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, I6" O.G. UNLESS ACTING UNDER THE DIRECTION OF A Ib" O.G. Xw ' POST x4 '! d I LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. 2 ^a- �oI m O I (3) 2"x4" �A-8 i Q� �Q m�.= mQ�. POST Q Q I PROJECT TITLE: Lu (3) 2x6 w w I POST p m I I I = x I LL_ (2) 2"x611 '05HEAR WAL SHEAR WALL N U NOTE: (2) 2"x 12" HDR (3) 211x6" -� 1-j \ I (3) 2"x6" POST PROPOSED A_8 I POST O P05T BETWEEN WINDOW5 I I BLUE STONE d) \\-BLUE STONE \ 1 A5 SHOWN (TYP) HOUSE I x - COVERED x - I Ii cv @) FRONT (2) 2"x10" 'AGO' (2) 2"x10" 'AGQ' PORCH (2) 2"x10" 'AGO' (2) 2"x10" 'AGO' \ FLUSH BEAM FLUSH BEAM FLUSH BEAM FLUSH BEAM _ - - . - . ®. -- - � - FOR --------------- ------------- -- - ----- --------� -- - - ---- ---�\\--------- STARKIE RAILING TO BE NO LESS LINE OF 4x4 'AGO' THAN 36" A.F.F. W/ MAX. 4" 2 ROOF ABOVE P05T (TYP) RESIDENCE SPACING FOR SPINDLES '�`-� A-5 A-7 TYP. THROUGHOUT AT 1750 Sterling Rd Cutchogue, NY 11935 STAIRWAYS SHALL BE INSTALLED IN ALL FRAMED WALLS, FLOORS AND AS PER 5EGTION R311.1 OF THE ROOF /CEILINGS COMPRISING RES. CODE OF NEW YORK STATE. ELEMENTS, OF THE BUILDINGS 1 THERMAL ENVELOPE, A M015TURE A-9 THE MECHANICAL SYSTEM SHALL \VAPOR RETARDER SHALL BE 3/4 HR RATED WALL UL DESIGN NO. 35q) TOWN OF SOUTHOLD BE INSTALLED AS PER GHAPTE:RS INSTALLED ON THE WARM-IN-WINTER ® ■ 5/8" TYPE 'X' ON GARAGE SIDE OF SUFFOLK COUNTY NEW YORK 12-24 OF THE RE5. GODE OF N•Y5. SIDE OF THE INSULATION AS PER WINDOW NOTE: FIRST FLOOR PLAN WALL 1/2" TYPE 'X' ON 'LIVING' 51DE 5EGTION 8316.5 OF THE RES. CODE I. WINDOW DE5I6NATION5 ARE ANDERSEN AND SHALL HAVE A MIN.DESIGN TAX MAP: 1000-96-03-02.1 THE PLUMBING SYSTEM SHALL OF NY5. PRESSURE A5 PER TABLE b02A2 FROM 55TD 10-qq (SHEET T-2). APPROVED EQUAL INT. BEARING WALL BE INSTALLED AS PER CHAPTERS MAY BE SUBSTITUTED. ALL WINDOWS DE516NATED AS EGRESS WINDOW5 SHALL SCALE: 3/16"=V-0" '-0" 25-32 OF THE RES. CODE OF NY5. R302A FLAME SPREAD INDEX AND COMPLY W/RGNY5 5EGTION R310-EMERGENGY ESCAPE AND RESCUE OPENINGS. PROPOSED WALL SMOKE-DEVELOPED INDEX FOR WALL THE TY43046 MEETS EGRE55 REQUIREMENT5. (ANDERSEN 400 5ERIE5) DRAWN B Y: S A F THE ELEGTRIGAL EQUIPMENT AND AND GEILING FIN15HE5. HEADER NOTE: WIRING SHALL BE INSTALLED AS FLAME SPREAD AND SMOKE SHEAR WALL LOCATION DEVELOPED INDEXES FOR WALLS 2.G DWELLING WITHIN I MILE OF THE COAST SHALL ALSO CONFORM TO RGNYS ALL EXTERIOR WALL HEADERS ARE TO BE (2) 2X10 W/ 1/2" PLYWOOD 5PAGER AND _ _ _ _ _ _ _ _ PER CHAPTERS 34-43 OF THE SECTION 83012.12 AND PROVIDE GLAZING PROTECTION FROM WIND-BORNE DEBRIS ALL INTERIOR HEADERS ARE TO BE (2) 2X8 UNLESS OTHERWISE NOTED. ALL JOIST NOTE: FILE N O. AND CEILING FINISHES SHALL BE IN --- RES. CODE OF NYS. ACCORDANCE WITH SECTIONS OR THE BUILDING SHALL BE DE516NED AS A PARTIALLY ENGL05ED BUILDING IN GARBON MONOXIDE DETECTORS SHALL BE DIRECTLY GONNEGTED TO LIGHTING ' HEADERS EXCEEDING 5'-0" SHALL HAVE A DBL. JACK STUD WITH A SINGLE KING ALL WALL5 RUNNING PARALLEL TO FLOOR JOISTS SHALL HAVE A DBL. J015T \ NEW FOUNDATION WALL R302A.1 THROUGH R302AA ACCORDANCE W/THE BUILDING CODE OF NEW YORK STATE. STUD AND ON EXTERIOR WALLS SHALL HAVE A DBL. SILL PLATE IYP. ALL LVL BENEATH TYP. GO CIRCUIT IN ACCORDANCE WITH NY5 CODES -DETECTORS SHALL CONFORM TO U.L. _ _ "_ _ _ _ _ THE MINIMUM INSULATION THICKNESS 8302.10 FLAME SPREAD INDEX AND 3. WINDOW AND GLMAN DOOR ASSEMBLIES SHALL TI ANCHORED IN THE DE 16N DESIGNATIONS ARE SIZED BASED ON THE GEORGIA PACIFIC TABLE FOR 2034 STANDARDS P R 0 J. NO.: FOR HOT HVAC PIPES SHALL EE A5 SMOKE-DEVELOPED INDEX FOR ALLOWABLE UNIFORM LOADS- FLOOR 100%- 2.OE 6-P LAM LVL FOR MAX. LIVE 10715 PER 5EGTION N1103.3.1 OF THE INSULATION. W/THE PUBLISHED MANUFACTURERS RECOMMENDATIONS N ACHIEVE THE DESIGN LOAD WITH LIMITED DEFLECTION OF 1-/360. LOADS USED IN CALCULATIONS: RES. CODE OF NY5. FLAME SPREAD AND PRESSURE SPECIFIED AS PER SECTION 86135.1 OF THE RGNYS. SMOKE DETECTORS SHALL BE INTERGONNEGTED SINGLE STATION DEVIGE5 IN 10 SMOKE-DEVELOPED INDEX FOR FIRST FLOOR (1-/360) SD 4 TWA NEW DOORS / WINDOWS DWG. NO.: INSULATION SHALL BE IN 4.ALL WINDOW MULLION5 SHALL BE APPLIED UNLE55 OTHERN15E DESIGNATED. ALL LUMBER NOTE: ACCORDANCE WITH LOCAL AND NYS GORE. THE MINIMUM INSULATION THICKNESS ACCORDANCE WITH SECTIONS MULLIONS OCCURRING BETWEEN INDIVIDUAL WINDOW AND GLASS DOOR ASSEMBLIES LIVE LOAD=40 P5F DEAD LOAD=10 P5F TOTAL LOAD= 50 P5F FOR HOT WATER PIPES SHALL BE AS SHALL CONFORM TO SECTION IND OF THE RGNYS. ALL JOIST AND RAFTER SIZING IS BASED ON DOUGLAS FIR-LARCH NO. 2 (OR SECOND FLOOR (1-,360) 8302.10.1 THROUGH 8302.10.5 LIVE LOAD=30 PSF DEAD LOAD=10 P5F TOTAL LOAD= 40 P5F ® NEW STRUCTURAL WOOD POST PER SECTION NI103.4 OF THE BETTER) W/AN Fb OF q00 AND AN E OF 1,600,000. (AS PER WESTERN WOODA - RES. CODE OF NY5. 5. 6LAZIN6 IN DOORS AND ENGL05URE5 FOR HOT TUBS,WHIRLPOOLS,SAUNAS, PRODUGT5 A55OGIATION 5PAN TABLES) ATTIC STORAGE (V360) \�EXHAUST FAN DUGTED TO EXTERIOR IN BATHROOMS(50 GFM MIN.) n INTERIOR WALL COVERINGS SHALL STEAM ROOMS BATHTUB5 AND SHOWERS. GLAZING IN ANT PART OF A BUILDING 0 LIVE LOAD=20 P5F DEAD LOAD=10 P5F TOTAL LOAD= 30 P5F NEW STRUCTURAL WOOD POST ABOVE PROPOSED BE INSTALLED A5 PER SECTION 'AGQ' DESIGNATION REFERS TO CURRENT ARSENIC-FREE TREATED WOOD 81023 AND EXTERIOR WALL WALL ENGL051N6 THESE COMPARTMENTS WHERE THE BOTTOM EXP05ED EDGE OF STANDARDS AND SHALL TAKE THE PLACE OF 'GGA' ROOF (1-/240) GOVERIN05 SHALL BE INSTALLED A5 THE GLAZING 15 LE55 THEN 60 INCHES MEASURED VERTICALLY ABOVE ANY SNOW LIVE LOAD=q5 P5F DEAD LOAD=10 P5F TOTAL LOAD= 55 P5F FIXTURE NOTE: FIRST FLOOR PLA N PER SECTION R103 OF THE RES. STANDING OR WALKING SURFACE 5AHLL BE IMPACT 6LA55 AS PER 8308.4.5 OF (STRUCTURE) THE RGNY5. ALL JOIST HANGERS d LA6-BOLT5 USED WITH AGQ PRODUCTS SHALL (REFER TO RGNY5 TABLE 8301.6 FOR OTHER ALLOWABLE DEFLEGTION5 ON SHEET T-2) ALL MAKE, MODEL,AND COLORS OF PLUMBING FIXTURES ARE AS PER OWNER. - - - - - - NEW BEAM GORE of NY5. DWG. TITLE: 1 S R ARCHITECT, P.O. 8'-2 3,_4„ 2 2 I 570 BROADWAY, AMITMLLE NEW YORK 11701 TEL (631) 789-3555 FAX: (631) 789-3218 EMAIL MAIL®SRFAIA.COM 4'-42" 3'-10" 8'-II.. 8'-II" 2,_82 C� 3'-I" 10'-4.. ILI 3._I.. 2 8 l_I 3'-62" CL l'-I " 5,_02.. 3'-6 " 4-6„ 13'-I I " r-- ------------------ ----------- I ' TW3 46 - II = - { 1 22'-42" 00 E — — _ --- -_ m i I III I I M -- !I -- - — - _ - PORCH BELOW ` I I IIl I' III I I I I III �I II I I I l,l II: ------------- - ------- ------- ----- - r � � I I � II III I ' ,- - - --- --- -- - - -, T 4� ---- ---------- -'--- - - ----- ----- ----------- - -- - W W W W ---------_ - -_- -----=r ---- -- - - - --- I ! III --- -- ------- -- --BALCONY\ -- --- ---- _-1- I E E55 E6R - - --- ------ -_- ----- -- - ---- -�---- GU5 OM GU5 OM - - GU TOM GU OM F"L ---- - -- _ _-- --- -------- - -- - ---- - 2846 284 8 2846 I 1 1 1 c o I z ___= --- ----- - - -- --- ----- I I I I ATTIC AREA I o z z z z J J J J --- \ -- - -___----`-_ _ "- - - - -_ i I I - ----j-- ABOVE GARAGE I i j � � Of 1= Z -- - ----- -- - - -- � I f m I I I i:I' -IN -' ----- I -- = - I I III 0 0 0 0 o O_ c•1 - T ---- �-�_ I I I TW 046TTW 046 I I I II ;� _ 0 0 0 0 0 NO -- � -\, I I E6 I E55 E6RI 55 I I \ I III II'''I III II I, .: W w w w w > I =D ZD LLJ N -- -- I is cn V) cn cn I I N cn v� �n v> �n 4' 61 I 8'-O" - I 12' l.. I I \ I I li iilli9 IIII .I - - - - - u� UD 20' n ^ u) In un 1 -10 I - =N I I m W.I.C. I 1 BATH 1 BED M 2 I \ I I II I: I�N W l I 1 J OPEN TO BELOW (2) xl I 1 +�, 1 I _ 1 II II o o I" Q '7' MASTER BEDROOM SUITE I 1 � I I I 1 I �? I I I I o 0 0 0 0 2 I 11; � . I I i / lzv O I ---\---1� < _`r I x O \ I I 1L 1 I' II II I I Z 16 I N qq I I 0u -1 I N III III A-5 2- l._5.. 6, 0.. l._5.. \ / ,�- I I I I;I � �i 1'' I 1 0 N I I \ I I / / Ili III ;,IIII I rr I I SEAL: r 6 I 1 I I 1 IN I INN/ \ I I I I'ki'I ; l I II. � e � E6RE55 ,� r / . CL O I I I -IN2 I I II I''I II II III p Il c, m A�'C� I 20-4 � O u� / I 16' 6" 1 6oIIII ol + -IN ,, IWTW3 46 -3i, ---- ---------- �--- -------- - ------- -- ofs r-------------- ———— .r;. o 4" 't MASTER BEDROOM SUrrE ,�0 oNei � 11 --- --- - �6 1 IT IS A VIOLATION OF THE LAW FOR ANY PERSON _ ___ _ _ O m L s __ -6 o, 9 =Kv I4 P_ - - -i UNLESS ACTING UNDER THE DIRECTION OF A m 3-6 I 6-O I 3 6 LAUNDRY p o BATH m_ BEDROOM 3 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. -------------- - o-- --------------- i N PROJECT TITLE: ---- MASTER W.I.C. I 1 --- m T I i II I I 1 Ilk � -1N w CO+ ______ --- 9__ /1 �\ //T\ W ; m PROPOSED N i E6RE55 E6RE55 ----_) I I / \ ) 20 x o _ 1 8 I I ► I I � �� �� 0 1 1 3 '� IIIIIITW II 1 I'�l lull!��I �Il;lkll +�o,, /I I � � I I i I I OPEN TO I \ � HOUSE / IMA BA = I I I / BED M4 \AA I' - I \ BELOW \ N ;II,I I iI I I 1 1 1 1 'i II it ' ti,h ----- --- - -- ---- I III / \ I II iI'Illl III �I '{ .Ilk o I 1 1 � � I I I � II I = li 1 1 F O R ILMI MI I!I I ''I - II r III _ I I - rl 11 N N I I 1 L f1 I I III II I I II I 'IlII O " I'll I II _ 20 O� I � II. I I _ I - 'il I d I I o m r III I u{ Ip, 4'. I , ,�� IIII II I II II III. 1 1 I I I 'I I �I n l S TAR ISI E I 'x � I,. 2 r � -- A-8 I 11II I RESIDENCE 117777777777- III 1 - I I 1'119111 e1� I I ql I I�' I u1 I I, III : 111,', II 11 I 1 - X46 J I AT 1750 Sterling Rd —ROOF Cutcho ue, NY 11935 ITII —_-�C TI �, ISI- -- - TOWN OF SOUTHOLD 2 L - - -- - -- -- - - - J SUFFOLK COUNTY, NEW YORK A-� 1 A-7 TAX MAP: 1000-96-03-02.1 41-11 3.621 4'-42" 6'-10" 3._62.. 10'-02" 2' q 4.32 4.5" 2,_q„ 10-02 A-5 3. 62.. 6'-10' 6'-42" 51-6 21 1'-021" Ir 7r Ilk k ck ( C�_ C�_ ck I I- q I DRAWN BY: SAF 12-102 01 20'-5" 20'-5"1" 16'-III" 20'-10�1" 14'-2 " II 14'-I" � FILE NO.: --- Ilq'-lo" PROJ. NO.: 10715 DWG. NO.: SECOND FLOOR PLAN A - 0 SCALE: 3/16"=1 '-0" PROPOSED SECOND FLOOR PLAN DWG. TITLE: j � --------------------I----------- -� - I , - -�_ 116" O.G. 4 - -- 1 ( _ 570 BROADWAY, AMITYVILLE NEW YORK 11701 - --; FLAT SLOPE I � _ - 1 , I ROOFING NOTES: Asphalt Strip Shingles shall have a minimum of Six fasteners per f� Shingle in the 110-120 mph wind zones. Rc105.1.2 Ice barrier. In areas where there has been a history of ice SR forming along the eaves causing a backup of water as designated in Table ARCHITECT,®. . R301.2(I), on ice barrier shall be installed for asphalt shingles, metal roof Shingles, mineral-5urfocod roll roofing, slate and slate type shingles, wood - shingles and wood Shakos. The ice barrier shall consist of not fewer then two layers of underlayment cemented together, or of a self-adhering ���`� __� polymer-modified bitumen sheet shall be used in place of normal 1 ,�' �' X 570 BROADWAY, AMRYNLLE NEW YORK 11701 underlayment and extend from the lowest edges of all roof surfaces to a 6 cV p TEL (631) 789-3555 FAX: (631) 789-3218 EMAIL MAIL®SRFAIA.COM 6-0 point not less than 24 inches (6r-lo" I RIDd 10 mm) inside the exterior wall line of the 1 1 1x14" ID6 � i ,,';, � 2.Oe LVL E building. On roofs with a slope equal to Or greater then 8 units vertical in OR ``, 12 units horizontal, the ice barrier shall also be applied not less than 36 1 inches 014 mm) measured along the roof slope from the eave edge of building. evil I' Rg05.2.3 Underla ment. Underloyment .,hall comply with section Rg05.1.1 - _ -- _-_ - 1 i i 1< r ., XQD Rg05.2.8 Flashing. Fla5hin9 for as halt shingles, shall comply with 2 x2 R.R. 2 x2 R.R. II } I o this section. — - - 1 " 1 I6" O.G. I6 O.G. 6 1 Rg05.2.8.1 Base and cap flashing. Base and cap flashing shall be instal led in r _ -=- = =_- -_ accordance with manufacturer's instructions. Base flashing shall be, of either PORCH BELOW JUT corrosion-resistant metal of minimum nominal O.Olq-inch (0.5 mm) thickness or III I I 1 mineral surface roll roofing weighing not less than -1-7 pounds per 100 square � � � >- O 1 I WWaQQ feet 4 k /m2 . Ga flashing Shall be corrosion-resistant metal of minimum BALCONY BELOW ____ �' �' m (� (� ---- --- O.H. - - --- - ( g p g O -- '10" nominal O.Olq-inch (0.5 mm) thickness. . O.H. 11 6 - - I 1 1 lo.El. I I P. •� I Lu I I I Rg05.2.8.2 Valleys. Valley linings shall be Installed in accordance with the 1 I 6 -- 6 1 6 2°x12° R.R. ° z 2°x12" RR manufacturer's instructions before applying shingles. Valley linings of the following x I i i 1 1 i @ 16" O.C. @ 16" O.C. i 1 (� � � s types shall be, permitted: 4 = 1 1 6 , � - r -- - - -6-- - _ °-6 -- - i o I 21x12" R.R. 2"x12" R.R. I \�GC 0 -- - oI i- - 2,-0--T' - - - �- - -2,0„ - - -I I i I6" O.G. I6" O.cG. ��-- -2--0 7 I- - - - I - -- 1 I. For open valley (valley lining exposed) lined with metal, the valley lining shall 12--0� 2"A21" _J L__ L-- -__I_-� L--I--- --- --J L--L-- -- 1 R.R. 2 xll R.R be at least 24 inches (610 mm) wide and of any of the corrosion-resistant �I �' O.H.1 ! -- O.H. I 6 O.H. i 1 6 I 1 i O.H. , 1 I I I ' o.". 1 @ 16" O.G. @ I6' o.c. 1 I � ���,;��< metals in Table Rc105.2.b.2. 2 �Il " I 1 ! �I 6 1 ° z 1 _-._ q-g 1'x8" R.R. 2"x8" , I 1 02'x8" R.R. 2"x8" K.R. _ I I� o Lu I 11 x � << X z X3333 ® 16" O.G. @ 16'O Q0 1 116'O G @ 66" O. '� 6 1 N �`� ° W W W �., �., 2. For open valleys, valley lining of two plies of mineral surfaced roll roofing, o 0 1 0 1 �1 1 1 CL > > > > Complyingwith ASTM D 3gOq or ASTM D 6380 Glass M shall be, permitted. - - ! 1LU LU-1 z1 LU I 1 2"x1o" RID6�\ m I W W W W ---- S 1.1 D l ✓ .'i > w z z z z The bottom layer shall be 18 inches (457mm) and the top layer not less than 36 ` ` < ' ✓ > WWW W ; 6 �i ;�. 1 m v inches (q14 mm) wide. --- ~ o. 6 .po ,' J 1 1 _ �p o J o I o `� I z 2"A2" R.R. N 2 x62 R.( I `J Y x Q�' +�� f o 0 0 0 o O �, w 'L \ @ 16" O.G. I6" O.G.. (� 3. For closed valleys (valley covered with shingles) valley lining of one ply of l o 1 +�, �� �� ,� , , ° �, 1 o J \ �\ _ O I �� J \ N I 00LLJ 000 smooth roll roofing complying with A5TM D 6380 and not less than 36 inches - _- - - - J 1 �fi�� ' ' ��� 1 fir` \ '�� - % /� 1 = _ wide (q14 mm) or volleylinin as described in Items I and 2 Shall be permitted. ---------_ `� o Z- m o -� ;', - - - - g p , Self-adhering polymer, modified bitumen underlayment complying with ASTM D 1 N _ �, �, ,� Ig70 Shall be permitted in lieu of the lining material. i VALLEY FLASHING A5 N OVERLAY `V ° OVERLAY 1 - - - -- - --- - - ---- ---"- - -- -- ----I-- -- -- -- - - - _ - n v Lj OVERLAY OVERLAY - - - - - - r- o o M r- TABLE fi�R�O�.2.8.2 PER CODE (TYP) ROOF ``; ROOF ROOF ROOF 1 - - -- - - ----- - - -- - Q z - - - - - - -- -- - Q -i�� 1 - d ----- - - - - -- - a\i rn N 0 7' 1-3/4"x14" 6-P 2.Oe LVL RI06E III O VALLEY LINING MATERIAL l I z DIMENSIONAL ASPHALT CONTINUOUS RID6E VENT SHIN6LES COLOR ff STYLE O rti `- M I N IMUM JnIE 16}{T - PROVIDE ICE SHIELD AS PER OWNER (TYP) - PROVIDE 5/8 TYPE SEAL: AS PER 8905.2.-f.1 TYP. IO.H. 'X' CYP BRD. (5'-0" THIGKNESS CAGE (pounds) -o^i n! PERIMETER AROUND (inches) -- - ----- ----------- x -JN % % s��G X �O /^ EQUIPMENT OR t . � o.HJ --------------------- ALL MEGH. .� . MATERIAL ( _ - - N - i' 0.0216 ASTM B 370 ,E % S� N © +���,'' ;c� c� �,� ' s 1 AGGORDIN6 TO ' Gold-Rolled Go er ' ' pp i -- _ - -- - --- \'y ���'�';/, PGc�L�� \,b1�Q�` ,' p \, +'y ,�'� ' Gc�J - --- - �- - ----- --I LOCAL CODE) �'�2°' 0 r 63�� Nominal 16 oz per 5.f. _ - --- < �,, �o Lead-Coated Go ger Of Ne 0.0216 I Of Ne ASTM B 101 s =: ���V ,' P �� - ' , � �'� � ,!,' �<�'% - - - -- - o o 9 + J f o p� Nominal -- 16 oz per 5.f. 1 1 \ll C� p L �j� ; o �J- \� � ; ; p L I - IT IS A VIOLATION OF THE LAW FOR ANY PERSON, Hi h-Yield Go er 0.0162 ASTM B 370 ��,' ,' `,�l< ,' N Jv,' ,' `,�<� UNLESS ACTING UNDER THE DIRECTION OF A .�,� ��' �� I LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. g pp Nomina 1 -- 12 oz per 5.f. 1 1 �' ' X rs , , ' � I 1 0 I. 'I -O' `. .' / �� II �� .I \` "x8" R.R. Lead Coated 0.0162 ASTM B 101 @ 66 O.G. O.H.1 1 „ I 2x8 B.R. 2x8 R.R. 1 1 � PROJECT TITLE: 0 2x8 R.R. Hi h-Yield Go er Nominal -- 12 oz er 5.f. l I 1 1 � I 'o.H. � 16 O.G. I I 11 0 2�x8 8 R. 0 2x8 KIR. o a p ib O I 1 - 1 pl 6"O @ 16'O 1 1 I6 O.G. I6 O.G. 1 x8" R.R. � 1( . i 1 I Aluminum 0.024 __ -- 1 LxI' ib o.r�. 1 1 L _ XI Stainless Steel -- 28 -- A_g I o',T i - ri i i 11 0" - i i h'-O' ii PROPOSED O+I' --_ - ---I-- 2- - -- - -- IJ I I I-= - - - ----- -o.H.= - I- - - - -- I 'o.H. 1 II Galvanized Steel 0.0178 26 zine 1 L_ - - �__ _ - I =_1 _I-_ _ __ __ _ III HOUSE - -- .� � -- - -- --- I I �- - -- - -- - -- - -L-- -- - - _ Coated Gg0) 4 0 ° O O O.H.L-—— L Zinc Alloy 0.027 __ 1 'y '' - - o LL I=1 a-8 FOR Lead -- 2 1/2 ��� �,� 11 r-e °l 1 \� l l r-a2° Painted terne -- 20 OR _� GF II 1 O.H. STARI�IE -- - - - - . --__ ._ -- _- -iIL. -.- IVa - -X -_ __ --_L J= ._ __ -__ .�-�'- _-�p4 ---_S�l __�R'PZ''fl-- ___ --_ 57--T - -�II� r�- —s1 @_=r'-,I-- = rl -,� — - -- -�J =._r L ff�� --- --N---- - -- �_J_T r - - �,;_ — -- -- 1� 1 -- L�-- - �- ----- - �_ -- - 1 - JL - ---- -�_----- RESIDENCE For 51: 1 inch = 25.4 mm, I pound = 0.454 kg. O 1 Rg03.2.2 Gricket5 and 5addies. A cricket or saddle shall be, installed on the --- - -- - -- -J ridge Side of any chimney or penetrotiion more than 30 inches (762 mm) wide as measured perpendicular to the slope. Cricket or Saddle coverings Shall be 2 1 1 AT Sheet metal or of the some material as the roof covering. A-7 A_9 A-7 1750 Sterling Rd Rg05.2.8.3 5idewall Flashing. Base flashing against a vertical 5idewall Shall be Cutehogue, NY 11935 continuous or step flashing and Shall be, not less than 4 inches (102mm) in height and 4 inches (102mm) in width and Shall direct water away from the vertical 5idewall onto the roof or into a gutter. Where Siding is provided on the vertical TOWN OF SOUTHOLD 5idewall, the vertical leg of the flashing Shall be, continuous under the Siding. ROOF PLAN SUFFOLK COUNTY, NEW YORK Where anchored masonry veneer is provided on the vertical 5idewall, the base flashing shall be provided in occorclo ace, with this Section and counterflo5hing SCALE: 3/16"=1 '-0" TAX MAP: 1000-96-03-02.1 Shall be provided in accordance with section 8703.7.2.2. Where exterior plaster of adhered masonry veneer is provided on the vertical 5idewall, the base DRAWN BY: SAF flashing Shall be provided in oGcordarce with this Section and section 8703.6.3. FILE NO.: --- PROJ. NO.: 10715 DWG. NO.: A - 4 PROPOSED ROOF PLAN DWG. TITLE: SR ARCHITECT,�P. . 1 2 1 1 A-8 A-7 Y� DIMEN51ONAL ASPHALT DIMENSIONAL ASPHALT 570 BROADWAY, AMITMLLE NEW YORK 11701 SHINGLES COLOR 8 STYLE GONTINUOUS CONTINUOUS CONTINUOUS SHINGLES COLOR d STYLE TEL (631) 789-3555 FAX: (631) 789-3218 EMAILMAIL®SRFAIA.COM - AS PER �E OWNER (TYP) RIDGE VENT ,"7T4 RIDGE VENT GABLE VENT RIDGE VENT A5 PER OWNER (TYP) l CONTINUOUS !'-- - -- - - ----- -- - - -= - - --_- -- --- - _-- ---- __ -__---- = --_-- --- - - -- - - --- - -= -- - RIDGE VENT VALLEY FLASHING PER Rg03.2 4 Rg05.2.8) TYP. _ - 12 - - - � - -- - - > - - - - - -- STONE CHIMNEY---, 12 8 4" TRIM UNDER SOFFIT --- - - ---_ -- - _- - _ - _ _ - - -_ = - - - __. -- -- - - - -y/ - --_ _ _- a -- _ - ---- - --- - i� - --_ _- --- — CONTINUOUS PROVIDE 3x4 LEADERS TYP. =_ -- _ _ - _--- _- - -- - -_ _ - - - - -_ - - - - - - -- . - _ - ---- - f -- - --- --_ - RIDGE VENT - ------ - --- VINYL SIDING - -- ----, -. - _ _ -- ---------- STYLE AND COLOR __ - -- --- - ® -- ----- - - ----- - - - ----_ - - ' PER OWNER --------- ! - 6" TRIM AROUND - - - -- - ----- -- - -------------------- ----- ---- - --- WINDOWS AND DOORS �- - - ---------- - w ---- ------- T z8 - - -- - � _ -- ------ - w - ---- - ------ - _� L --.... _ _ =� X STEP FLASHING PER — ----- --- {2- - - - - - -- ---- --- — ------ - ------- -- - m - _- - - --- -- - _ m M v) cn <n O = Rg03.2 & Rg05.2.8 TYP. - -- ---4 T� - -- - -- - - --- - - _ SR ARCHITECT,,,P. 1 2 1 A-7 A-9 A-7 A-8 ASPHALTDIMENSIONAL ASPHALT /-DIMENSIONAL570 BROADWAY, AMrrMLLE NEW YORK 11701TEL: (631) 789-3555 FAX: (631) 789-3218 EMAIL MAIL®SRFAIA.COM SHINGLES COLOR $ STYLE CONTINUOUS STONE CHIMNEY CONTINUOUS 5HIN6LE5 COLOR $ STYLE TEL PER OWNER (TYP) ; - RIDGE VENT _�) _ _ ,- RIDGE VENT CONTINUOUS -------.-_--_------____-- /_-{ /--, AS PER OWNER (TYP) J RID6E VENT - - -- -- - - _ - -- ----- -- --- - `._ -- -- --- -- - VALLEY FLA5HIN6 PER Rg03.2 8 RG05.2.8 TYP. > > 12 ---- - -- - STONE CHIMNEY12 -- 12 12 — - >- 411 ------ " -- -- / -- - ---- - - -- ----_-- TRIM UNDER SOFFIT CONTINUOUS - - --- _- ------ - — _- - -- -_ J —--------- - -- -- ---- _-„_ ---- --- - - - - - - - ------ - ---- _ PROVIDE 3"x4" LEADERS TYP. RIDGE VENT -- -- - -- = - - --- --- _— -- - --- - --- - - -- - - --- SIDING _ - -- - ® ® ® - -- - -- _- -- ® -- - _ ---- ---- ® - -- _ STYLE AND COLOR - - - - '� / PER OWNER / 6 TRIM AROUND WINDOWS AND DOORS ~ -- - -- -- ------- - --- -- - - -J ` - r Q:f Q:: a a L- >' - - -- -- — _ ------- ------ ----- -- --- _ - ------ --- - - ---__ ---- - - STEP FLA5HIN5 PER � Q/- 8903.2 d Rg05.2.b TYP. N D- N i_ - - -- --- - - _ _ __ ___ — - - - -- -- - - -- - - -- ) _ - - - ----- --- -- PROVIDE 3 1/2"x5" GONT. 6UTTER5 TYP. THROUGHOUT Fh -- --- - - _ � CONTRACTOR TO EVALUATE 51TE CONDITIONS AND ED 'LEA RD' SYSTEM = O PROVIDE APPROVED F 6UA STEM A5 _I _ - - - -- - - REE AN X _-�x --- - X - - -- - =' - --- - I I - - - 1, REQUIRED TO KEEP GUTTERS AND LEADERS F D aCL _— - - --- - - -- - - ---- -- -+n O ---- - - --- - I `„, a_ - + -+!; CLEAR OF ALL DEBRIS TO PREVENT G 065 �t ---- _ -- - -- - "' SPIRAL STAIR CASE BY OTHERS N � za 7�. ----- - --------- --- ------------ - 9 OII 31 I,r7 On MEW W W W x I ft49 W W W W W ," l \tom ✓ J / d Z —. .. .. • .. i � .' . . -- _ =�l i�..J � )I-- r I`- ' �\— � -'` ` `-- l` i i\_ , \_'�' !._. l�._ � I\_. lL'.,� )�/` ,:I �� I � � � � —JJ J J RAILING TO BE NO LE55 Of Of Of Of Z 6 CORNER POST -- - - - - ---- - - - - - ---- - { O COLOR A5 L- - --- - ---- - - - --- - - - -- - - - - - - - - - - - - -- - - - - - - - -- -- - - -- - - - -- - ------- - --- ----- --- --- - -- --J THAN 36' A.F.F. W/ MAX. 411 0 0 0 0 o N -- - -- -- - PER OWNER = -- ------- - ----- -- - - - - ---- --- --- ----- -- --------------------- - -- --- 5PAGIN6 FOR SPINDLES ° 0 0 0 0 I TYP. THROUGHOUTN N N N N ck:� N N N N N LINE OF FOUNDATION BELON---Z BASEMENT ENTRANCE BELOW Lr) 0) cy) � N -- - ------- - ----- --- - - - - - - - - - ° 0 0 0 0 REAR ELEVATION SEAL: U✓����5`�2 �rra� 1 SCALE: 3/1 6"= 1 '-0" 2 2 - A-9 A-8 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, DIMENSIONAL ASPHALT UNLESS ACTING UNDER THE DIRECTION OF A STONE CHIMNEY 5HIN6LE5 COLOR d 51YLE LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. STONE CHIMNEY -- ,- - ;< A5 PER OWNER(TYP) VALLEY FLA5HIN6 PER 8903.2 ff 8905.2.8 TYP. ;_- i'- CONTINUOUS PROJECT TITLE: \ =__ ------- _ -- _-- RI06E VENT -12 - - - -- ---- - = PROPOSED PROVIDE 3 1/2"x5" GONT. GUTTERS TYP. THROU6HOUT - - HOUSE CONTRACTOR TO EVALUATE 51TE CONDITIONS AND - - PROVIDE APPROVED 'LEAF GUARD' SY5TEM A5 - -- 6" TRIM AROUND REQUIRED TO KEEP GUTTERS AND LEADERS FREE AND - - ---- - -- - -- WI NDOW5 AND DOORS CLEAR OF ALL DEBRIS TO PREVENT GLO65. - — --- ---- -- - ------------- - CONTINUOUS FLA5HIN6 PER FOR Rg03.2 & Rg05.2.8 TYP. 4" TRIM UNDER SOFFIT - _ - --- - -/ fil _ _ - - ��_ - _- a. -- - _ - - ---- - -�I , � - - -- - STEP FLASHING PER - =, _ - P66STARKIE PROVIDE 3x4 LEADERS TYP. - -_-- - -_.- -_-- -- --- ----- _ - _ - - w _-I __ --------- Rg03.2 Rg05.2.b TYP. — — T --- -- O -' O STYLE AND COLOR - - - _ __ __\ RESIDENCE VINYL 51DIN6 - - - --- ---- -- - _I -------- -'-I ! -- ----------- _ _ _ _ Q Q Q = PER OWNER ---- - -- - -- _ -- - -- - -- _---- a 4 D- tL a r-- -- - -- QL c� -- - -- - - - -- --- _ --- -------- - Q ---- _ - - ___-- ---- - - , 1 -- `� - DEG. COL. A5 = 1750 Sterling Rd 6 TRIM AROUND -- -- - - --- -- -- -- _ - - ��: � ;_� -- _ �_ i - - - --- - PER OWNER � O - � — - - - - - Cutch g NY 11935 � x WINDOWS AND DOORS - - - -------- _ ; , RAILINC7TO BE NO LE55 RAILING TO BE NO LE55 Q THAN 36" A.F.F. W/ MAX. 4" - - -_---•' II � I -.�_ - - '� `_ - _ --- _ __- THAN 36" A.F.F. W/ MAX. 411 5PACIN6 FOR SPINDLES ---- - I G6 OR SPINDLES _ _ TYP. THROUGHOUT -- - - �` _ _ TYP. THROUGHOUT r .I ' TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK — _ A TAX MAP: 1000-96-03-02.1 I I I I DEC. STONE i I RN - -------- 6 CORNER PO5T VENEER I _ r'- --- - - - -I- _ COLOR A5 I PER OWNER L-- - - - - --- -- - - - - --- - -- -- -- - - -- - --- - -- - - - - - - ----------� DRAWN BY: SAF I I 1 FILE NO.: --- LINE OF FOUNDATION BELOW I I PROJ. NO.: 10715 DWG. NO.: LEFT ELEVATION PROPOSED 2 SCALE: 3/16"=1 '-0" ELEVATIONS" DWG. TITLE: 1 A-10 RIDGE VENT DONT. ARCHITERCT, P. RIDGE 1-3/4"x14" 6-P 2.Oe LVL +I- 2,5'--7.5 DIMENSIONAL ASPHALT SHINGLES OVER 15# ELT PAPER, OVER 1/2" 2"x8" G.T. 16" O.G. �` / I COX EXT. GRADE PLYWD. SHEATHING, OVER 12 2"xl2" R.R. @ 16" O.G. R-4q SPRAY INSULATION 6 PROVIDE IGt SHIELD AS PER Rg05.2.1.1 570 BROADWAY, AMfT`MLLE NEW YO11 RK 11701 2"xIO" G.J. @ I6" O.G. R-4q INSUL. TEL (631) 789-3555 FAX: (631) 789-3218 EMAIL• MAIL®SRFAWCOM PROVIDE 51MP50N TIES AT RAFTER/WALL CONNECTION (TYP) ' X ( Y.-.Y" fl..t1- f,r1! xY. x.. . xY x�. ,? �F.�1 7 CY,11.. CONT. ALUMINUM 6UTTER5 LEADERS PER CONTRACTOR 5 CL -10 p CONT. SOFFIT VENT (TYP) BEDROOM 4 W.I.C. BATH v HALLWAY CL BEDROOM 2 q O G.H. q-O G.H. g O G.H= q-O G.H. g-O G.H. 2"AO" LEDGER W/ 1/2") GALVANIZED LACE OR EXPAN51ON -� BOLTS ®24" O.G. 5TA66ERED TYP. PROVIDE J015T HANGERS RAILING To BE NO LESS THAN 36 r DIMENSIONAL ASPHALT SHINGLES OVER I5# FELT PAPER, OVER 1/2" GDX ' W/ MAX. 4" SPACING FOR EXT. GRADE PLYWD. SHEATHING, 0 R 2"x8" R.R. 16" O.G. i1 SPINDLES TYP. THROUGHOUT +� 5EGOND FLOOR 12 / 4� Y ,x 1,n y x Y `"n�i,k,, Y fix, kiz ;�zlj '�}'YY (s YY a Y i„x �x iY x�' J xy ';� n� Y X X�( �x) PROVIDE 51MP50N TIES AT RAFTE AM GONNEGTION (TYP) IL < (2) 2"x10" 'AGO' FLUSH BEAM ° II-1/8" 560 TJI F.J. I6" O.G. 2"x8" G.J. 3/4" T46 PLYWOOD ABOVE W/ NEW VINYL 51DIN6 BY OWNER OVER I/2" GELOTEX OVER TYVEK HOUSE 16" O.G. 50UND INSULATION a z WRAP OVER 1/2" EXT. GRADE PLYWD. 5HEATHIN6 OVER 2"x6" WD. STUDS IT DINNING ROOM KITCHEN O L REAR PORCH 16" O.G. W/ R-21 BATT INSUL. FRONT PORCH - g'-O" G.H. q'-O" G.H. ~ O a a a O _ 4"x4" P05T W/ DEC. COL.(5TYLE AND COLOR BY OWNER TYP) 8'-0" G.H. o V" V' V' m RAILING TO BE NO LE55 THAN 36" A.F.F. W/ MAX. 4" SPACING FOR (2)2" " 'AGQ' 51LL RAILING TO BE NO LESS THAN 36" SPIN LE5 TMP. THROUGHOUT PLT. SILL SEAL `' %�%� - ' , " lum41 A.F.F. W/ MAX. 4" SPACING FOR FIRST FLOOR TERMI E SHIELD TY:1. SPINDLES TYP. THROUGHOUT +/- 21-511 �ih ��. �lY '. ,' JC 7 '' �•` _' Y.� .'l�, iz Y X /�' :Y� �' x v. ✓Y1'��^{ `i Y� Y ^ �^ Y> I/2° Y APPROX. GRADE STONE VENEER STONE VENEER I , I 1/2" APPROX. GRADE EXPANSION I •,• I (2)2 x4 AGQ 51LL II-1/8 560 TJI F.J. @ 16 O.G. EXPANSION PLT. 3/4" T86 PLYWOOD ABOVE 8 P.G. FND WALL OVER 16 x8 D P.G. FOOTING p z GAP I GAP 12" DIA. IR-38 INSUL. 50NOTUBE 36" ' - \\ 12" DIA. 36" BELOW GRADE W/2x4 KEY 8" P.G. FND WALL OVER I6"x8"D P.G. FOOTING 36" BELOW GRADE H/ I BELOW GRADE BASEMENT Q ;;? 50NOTUBE 36" \' " 4" P.G. SLAB WITH 6x6 '- I 10'-0" G.H. O BELOW GRADE UNDER 4 SLAB 10/10 W.W.M. OVER 6mil W W W W 4" P.G. SLAB WITH 6x6 10/10 W.W.M. OVER bmil VAPOR BARRIER ON 6" #< I (TMP) 4" P.G. 5 AB WITH 6x6 10/10 UNDER 4" SLAB VAPOR BARRIER ON 6" CLW W W W CRUSH STONE $ COMPACTED FILL (TYP) W/ BLUESTONE ABOVE W.W.M. OVER 6m(I VAPOR (TYP) CRUSH STONE 8 # '" • i BARRIER ON 6" CRUSH STONE COMPACTED FILL (TYP) W/ W W W W 10" P.G. FND WALL OVER 24"x12"D P.G. FOOTING W/ 2x4 KEY #' I GOM ACTED FILL(TMP) BLUESTONE ABOVE m U v v (3) #5 REBAR CONTINUOUS AND #5 REBAR @ 12" O.G. IN FOOTING I , 0 0 0 0 0 _o w w w w w 5 = _ _ > > w A-1.2 cn cn cn vn V) V) � SECTION ^CD MLd In M m r_ N SCALE: 3/1631=11-0" o 0 0 0 0 0 z SEAL: E, C) RIDGE RIDGE WENT CONT. �'�� ° p163gp N 1-3/4 A4 6-P 2.Oe LVL - o RIDGE DIMENSIONAL ASPHALT 5HINC-LE5 OVER 15# ELT PAPER, OVER 1/2" — 2"x8" G.T. @ 16" O.G. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A GDX EXT. GRADE PLYWD. SHEATHING, OVER 12 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. 2"x12" R.R. @ 16" O.G. R-4q SPRAY INSULATION 6 PROVIDE ICE SHIELD A5 PER Rg05.2.1.1 PROJECT TITLE: 2"x10" G.J. @ 16" 0.6. R-4q IN5UL. f PROVIDE 51MP50N TIES AT RAFTER/WALL CONNECTION (TYP) kck,x K^zfY /Y �rxYr x�Y x z x� Y CONT. ALUMINUM GUTTER5 LEADERS PER CONTRACTOR 5 PROPOSED -� A-10 Lu \ 2"x10" 'AGO' LEDGER W/ 1/2"(P � GONT. SOFFIT VENT (TYP) MASTER B o MA- G.RW.I.Cf j o MA R BEDROOMS ITE GALVANIZED LAO OR EXPANSION HOUSE 2"x10" LEDGER W/ 1/2"(P GALVANIZED LAG) OR EXPAN51ON °H. BOLTS ©24" O.G. STAGGERED TYP. I-10 0 - _ PROVIDE J015T HANGERS � BOLTS X24 O.G. STAGGERED P. PROVIDE J015T HANGERS 6 0 0 � � is O.H. 4, u> r RAILIN6 TO BE NO LESS THAN 36" � DIMENSIONAL ASPHALT SHINGLES OVER 15# FELT PAPER, OVER 1/2" GDX q_10 FOR EXT. GRADE PLYWD. 5HEATHIN6, 0 R 2"x8" R.R. @ 16" O.G. ° A.F.F. W/ MAX. 4" SPACING FOR N ~ +' z SEGOND FLOOR 12 i x: 5PINDLE5 TYP. THROUGHOUT +/- 12'-6" 4� Y.`YA ,.` xgD.J. I6" O.G. STARI�IE PROVIDE 51MP50N TIES AT RAFTER AM CONNECTION (TMP) II-1/8 560 TJI F.J. r W/ 5/4 DECKING ABOVE Q (2) 2"xlo" 'AGQ' FLUSH BEAM 2"x8" G.J. 16" O.G. 3/4" TSG (2) 2"x10" 'AGQ' FLUSH BEAM RESIDENCE NEW VINYL SIDING BY OWNER OVER 1/2" GELOTEX OVER TYVEK HOUSE ® 16" O.G. ti ❑ ❑ PLYWOOD ABOVE W/ o z i WRAP OVER 1/2" EXT. GRADE PLYWD. SHEATHING OVER 2"x6" WD. STUDS IT CL OL X OVERED PORCH q'-O" G.H SOUND INSULATION O o 8'-5" G.H. 4"x4" P05T W/ DEG. GOL.(5TYLE AND � 16 O.G. W/ R-21 BATT INSUL. FRONT PORCH - � COLOR BY OWNER TMP.) 8'-O" G.N. O t1 -' 4"x4" P05T W/ DEG. COL.(5TYLE AND COLOR BY OWNER TYP.) # FATLY ROOM =N RAILING TO BE NO LE55 THAN 36 A.F.F. W/ MAX. 4 SPAGIN6 FOR x4" GQ ILL q'-O" G.H. O O A�, SPIN LE5 TYP. THROUGHOUT i O „ PLT. W/ SILL SEAL ~ RAILING TO BE NO LE55 THAN 36" A.F.F. W/ MAX. 4 SPADING FOR 1750 Sterling FIRST FLOOR TERMITE SHIELD TMP. 5PINDLE5 TYP. THROUGHOUT g Rd •,' �x ) 1 , z � iA ) c Y >'� z ). �' fir' c r � 'x x � z ; . , ; . Cutchogue, NY 11935 STONE VENEER 1 STONE VENEER APPROX. CSR DE 1.': I LI (2)2"x4" AGQ SILL 11-1/8 560 TJI F.J. © 16 W12x26 I/2„ APPROX. GRADE PLT. O.G. 3/4" T$G PLYWOOD DROP BEAM EXPANSION I 1 12" DIA. ABOVE R-38 INSUL. GAP ;r;, 8" P.G. FND WALL OVER 16"x8"? P.G. FOOTING 36" BELOW GRADE W/ 2x4 KEY I.. I 50NOTUBE 36 O F S O U TH O LD S" P.G. FND WALL OVER 16"x8"D P.G. FOOTIN6 36" BELOW GRADE W/ % I I BELOW GRADE BASEMENT O 12" DIA. 4 P.G. SLAB WITH 6x6 NEW YORK 2x4 KEY I ; '�; I 10'-0" G.H. O 50NOTUBE 36 SUFFOLK COUNTY, UNDER 4" SLAB - 10/10 W.W.M. OVER bmll (TYP) 4" P.G. SLAB WITH 6x6 10/10 BELOW GRADE „ TAX MAP: 1000-96-03-02.1 4" P.G. SLAB WITH 6x6 10/10 W.W.M. OVER bmil VAPOR BARRIER ON 6" I j UNDER 4" SLAB VAPOR BARRIER ON 6 W.W.M. OVER 6mil VAPOR CRUSH STONE a CRUSH STONE $ COMPACTED FILL (TYP) W/ BLUESTONE ABOVE �. I BARRIER ON 6" CRUSH STONE d (TMP) COMPACTED FILL (TYP) W/ 10" P.G. FND WALL OVER 24"x12"D P.G. FOOTING W/ 2x4 KEY j I COMPACTED FILL (TYP) BLUESTONE ABOVE DRAWN BY: SAF (3) #5 REBAR CONTINUOUS AND #5 REBAR @ 12" O.G. IN FOOTING # 5Lj FILE NO.. --- A-1.2 PROJ. NO.: 10715 SECTION DWG. NO.: 2 SCALE: 3/16"=1 '—C" A - 7 PROPOSED SECTIONS DWG. TITLE: m a e •s�� e ARCHITECT, P.O El A-10 DIMENSIONAL ASPHALT 5HI%LE5 OVER I5#FELT PAPER,OVER 1/2' Q RIDGE VENT CONT. COX EXT.6RADE PLYWD. 5FEATHING,OVER RIDGE cv - I-3/4'x14' 6-P 2.0e LVL 2"x12' R.R.® 16' O.G. R-4q SPRAY INSULATION 12 PROVIDE LGE SHIELD AS PER R9052 i.l m: (631) 7 -= FNMMYc� �(631 18 Bw.• M69FAR � 6� PROVIDE 51MP50N TIES AT RAFTER/WALL CONNECTION(TYP) 10 2"x8" G.T. ® CONT.ALUMINUM 6UTTERS LEADERS PER CONTRAGTOR - -, I_IOJ 0• I. IS BROOM SUITE m � z_ 13'-b" TO G.T. - ® CONT.SOFFIT VENT(TYP) VAU1 TED CEILING O FM LLL Lj 1178" 5 50TJI FJ. ® -' '- RAILIN6 TO BE NO THAN 36' I6" G. 3/4" T46 A.F.F. W/MAX. 4" AGING FOR PIL2 r DINSULATION Q 410- IN SECOND FLOOR SPINDLES THROU6HOUT �'2"x8' 'AGQ' J.® ib' O.G. ' ' W/5/4 DEGKIN6 ABOVE (2) 2'x10" ' DBL.0j. 4- � aaa � m N N N m z NEW VINYL 510IN6 BY OWNER OVER 1/20 GELOTEX OVER TYVEK HOUSE GUEST I EDROOM3 WRAP OVER 1/2' EXT.GRADE PLYWD.SFEATHIN6 OVER 2'x6" NO.5TUD5 4"x4" POST W/M. .(5 &-50 C.H ® q1-0 I G.H. ® 16N O.G.W/R-21 BATT INSUL. COLOR 13 YOM xb" ' ILL II 7/8" 560 Til .J. ® 164 .C. 3/4' T4 LYWOOD RAILING TO BE NO 51LL v- A.F.F. W/MAX.4" AGING FOR SHI R- 8 INSUL. Q FIRST FLOOR SPINDLES TYP THRO�U/6HIO�UT ` ONE VENEER .. '{ i 1 , APPROX. 6RADESPIRAL/ 1 (2)2"x4" 'AGQ' SILL APPROX.GRADE STAIR I I PLT. W/ t= 8' P.G.FND WALL OVER I6'x&'D P.G. FOOTING Q z CASE BY EXPAN51ON I I 10" P.G.FND WALL OVER 24'x12'0 P.G.FOOTIN6 W/2x4 KEY W 36' BELOW 6RADE W/2x4 KEY cn y: O GAP I,, :M I (3) #5 REBAR CONTIM10U5 AND #5 REBAR® 12' O.G. IN FOOTINGTHERS I I BASEMENT c, 4" P.G. 5L.A13 WITH xb IO'-00 G.H. z z z 10/I0 W.W.M.OVER bmn - VAPOR BARRIER ON b" I I m W W W W CRUSH STONE d s:. :r z o000o O COMPACTED FILL(TVP) W/ I BLUE5TONE ABOVE % `I -f`. I c c c o c W W W W W J4' P.G. Sf. 'WITH bxb 10/10 5 W.W.M. OVER broil VAPOR_a n Ln Ln Ln Ln q_10 BARRIER ON b" CRI,5H STONE E W 1� CD Q COMPACTED FILL(TYP) o M 00 r- o M .- \\\\\ p Ln M CD ^ N 1 SECTION 0 0 0 C) a Z SCALE: 3/16 SEAL. �����QNrd FF<<�•�;� r' IT 3, 20 R106E VENT CONT. °f New °t RIDGE 2"x10" RIDGE A 10 IS A VIOLATION OF THE LAW FOR ANY PERSON, - � RIDGE PENT CONT. IT UNLESS ACTING UNDER THE DIRECTION OF A +/- 26'_q•511 RIDGE VENT GOVT. 12 2"x10" RIDGE 12 2"x10" R106E LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. " � 8� 2"x8" G.T. ® I6" O.G. 5 DIWN51ONAL ASPHALT 5HIN6LE5 OVER 15#FELT PAPER, I/ COX 2"x8' G.T.® I6" O.G. 12 " N 8 f� _ 10 PROJECT TITLE: EXT. GRADE PI..YWD. SHEATHING,OVER 2 xB R.R.R. I 2"x10" G.T. 8 R-4q SPRAY INSULA ION ® 16, O.G. N �l 6 Ill-o" TO G.T. VAULTETO D TED 2"x10" L.E06ER W/ 1/2"0 GALVANIZED LA6 OR EXPANSION 5 Y C�IN6 Y- Y X , X 7 CEILING x x� �xx ��� , ,xYx �._z xx : r.. � .^ PROPOSED 024" O.G. 5TA66ERED TYP. PROVIDE J015T HM Y x. DB_. R.R. DIMEN51ONAL ASPHALT 5HIN6LE5 OVER 15# P TH Q -O '-2' BEDROOM 4 OVER I/2" COX EXT. GRADE PLYWD.SHEATH ,O — H. H p 4 - 'x10' I/2'0 GALVANIZED LA6 HOUSE 2"x8" RR. Ib" o �' ° BOLTS®240 O 5TA66ERFD TYP. PROVIDE o � � _ _ 16IMEN51ONAL ,kSPHALT 5HIN&LE5 OVER 15# OVER 1/2" COX g 12 r{ EXT. 6RADE P . 5FEATHIN6,OVER 2"x8" R.R. ® 16' O.G. FOR SECOND FLOOR 4 12 Ir� +kJx �zC Y. ��Y..�X X Y. ...X: y C r X X i X X( C: X z>X X+ 1 Q 4 +� rs PROVIDE 51MP50 TIES T . . I ��x�.�&L . ����Y'k, cx xx�Yx `t� Y�c .�Y�? rx'x .�z�.<z�.�.•�'x4; 'z.r�� Y� PROVIDE 51 N TIES AT RAFTER/BEAM CONNECTION (TYP) X RAFTEWBEAM GONNEG ION ) PROVIDE (2) 2"X12" 11=I/8" TJI .J.® " O.G. I " r STARKIE N . " � '� " " 2) X FLUSH M RESIDENCE (2) 2"x10" 'AGO' F 6 KING UNDER F BEAM (2) I-3/ x11=I/8 L u -- x NEW VINYL SIDING BY OWNER OVER 1/2" CELO OVER--__.. I A 6-P Oe LVL IN5U ® X Ib' I ID BY OWNER OVER I/2" G TYVEK HOUSE TYVEK HOUSE WRAP OVER 1/2" EXT. PL ® UffM F BEAM SHEATHING OVER 2"xb" NO.STUDS ® Ib" O . W/ 21 q'-ON G.H. � 1/- EXT. GRADE NLYWD. SHEA I "xb" WD. STUDS Q o 1 BATT INSUL. 4"x4" P05T W/DEC. GOLI5TYL.E AND COLOR zz € ° co GOLISTYLE AND GOL TYPJ ,� ( ) - - FOYER - - - - oPOE O L.E55 THAN 3b" A.F.F.W/t INC FOR RAILING TO BE NO LE55 THAN 36" A.F.F. -r I d 22'-0" GN. - N PINDLE5 TYR AT FIRST FLOOR 5PAGIN6 FOR SPINDLES TYP. EXPA 6fAOPN Q 8-0 G• 1750 Sterling Rd 5T0 Imo■ Cutch og ue, NY 11935 1 (2)2'x40 'ACA'51H W12x22 WI2x35 II-7/8' 560 Til F.J. 0 16" OG. EXPANSION APPROX. eRADE [; ^; 1 :i;.v ;GAP 4 z PLT. DROP BEAM DROP BEAM 3/4" Td 6 PLYWOOD ABOVE R-3b IN5UL. ' m 12' DIA. W12x35 " .' m TOWN OF SOUTHOLD N N N N I 50NOTUBE 360 DROP BEAM - , 12 DIA. " 8" P.G. FND WALL OVER Ib"x8"0 P.G. FOOTING 3b' BELOW GRADE W/ 8 PG.FND WALL OVER Ib x8 D P.G. FOOTING 36 BELOW I :' ( 4 SONOTllBE 36 2x4 KEY SUFFOLK COUNTY, NEW YORK GRADE W/2x4 KEY ( =; I BELOW GRADE 10'-0" G.H. BELOW 6RADE " I I UNDER 4" SLAB 4" P.G. SLAB WITH bxb 10/10 .f`s UNDER 40 4' P.G.SLAB WITH bxb 10/10 W.W.M. OVER bm11 VAPOR BARRIER ON 6" TAX MM: 1000-96-03-02.1 4 P.G.SLAB WITH bxb 10/10 W.W.M.OVER bmil VAPOR I (TYP) BARRIER ON b' CRUSH STONE d COMPACTED FILL (TVP) 1 I W.W.M. OVER bmil VAPOR ;.. (TVP) BARRIER ON b" CRUSH STONE CRUSH STONE COMPACTED FILL (TVP) W/BLUESTONE ABOVE W/BLUESTONE ABOVE COMPACTED FILL (TYP) 10" P.(. FND WALL OVER 24'x12'0 P.G. FOOTING W/2x4 KEY DRAWN BY. SAF s' 0) #5 REBAR CONTIM1OU5 AND #5 REBAR® 12" O.G. IN FOOTING s FILE NO.: --- A42 SECTION FPROJ. NO.: 10715 2 SCALE: 3/16"=1 '-0" DWG. NO.: A � 8 PROPOSED SECTIONS DWG. TITLE: E 4 SP ARCHITECT, P. 01 DIMENSIONAL ASPHALT 5HINGLE5 OVER 15# FELT PAPER,OVER 1/2" A RIDGE PENT GOVT. DIMEN51ONAL ASPHALT 5HINGL.E5 OVER 15# FELT PAPER,OVER 1/2N NCOX EXT.GRADE PLYWD. 51-EATHIN6,OVER 2'x8" G.T. ® Ib" OG. 12 i-3/4"x141 6-P 2.0e LVL RIDGE COX EXT. GRADE PLYWD. SHEATHING,OVER 2 xl2 R.R. 0 16 O.G. R-4q SPRAY INSULATION b 2 xl2 R.R. 0 16N O.G. R-4q SPRAY INSULATION " DIMENSIONAL ASPHALT 5HINCLE5 OVER 15#FELT PAPER,OVER 1/2' COX 570 BROADWAY,AWWU NEIN YM 11701 EXT. GRADE PLYWO. 94EATHIN6,OVER 2'x8' R.R. ® 16- O.G. 7E: (631)les-M FAX- (631) 789-MIO BW-- W&OWWWU R-441 SPRAY INSULATION(TYP) ,cI, I .rx. 6"FAIN61 AV41 �11Y � z xY_x 94 2"x10" G.J. NEW VINYL 51DIN6 BY OWNER OVER 1/2' GELOTEX OVER TYVEK HOUSE ® Ib" OG. WRAP OVER 1/2' EXT.GRADE PLYWD. 5HEATHIN6 OVER 2"xb" NO.5TUD5 ® 16' O.G.W/R-21 BATT IN5UL. FLk9­11% (2) 1-3/4"xll 7/8" 6-P 2Ae LVL FLUSH BEAM RAILING TO BE NO LE55 THAN 36" V5 ~ 2"x10" LEDGER W/ I/2"40 GALVANIZED LAG,OR EXPAN51ON A.F.F. W/MAX. " 5PAGI% FOR $ FIN m BOLTS 024N O.G. 5TA66ERED TYP.PROVIDE J015T HANGERS SPINDLES •THROUGHOUT o PROVIDE MID DIMENSIONAL ASPHALT SHINGLES OVER 15# FELT PAPER,OVER 1/2" GDX OSPAN BRAGIN6 FIi'� II-1/8"560 TJI F•J. ® s; € EXT. GRADE PLYWD.SHEATHING,OVER 2x8' R.R.® Ib O.G. VAULTED 16" O.G. 3/4" T4 DUE TO WALL 4 4 22'-0' G.H. PLYWOOD ABOVE FFI6HT PROVIDE 51MP50N TIES AT GONNEGTION (TYP) (2)2'x10' 'AGQ' FLUSH BEAM 2"x8" G.J. m NEW VINYL 51DIN6 BY OWNER OVER 1/2" GELOTEX OVER TYVEK HOUSE ® 161 O.G. ~ " THING OVER 2"xb" NO. STUDS "x11=U8" 6-P � � v� N N m WRAP OVER 1/2 EXT. GRADE PLYWD. 5HEA FRONT PORCH 2.0e LVL DROP BEAM ® 16" OL. W/R-21 BATT INSUL. 8'-0" G.H.Q $ o RAILING TO BE NO LE55 THAN 36" 4"x4" P05T W/DEG.GOL(STYLE AND DOLOR BY OWNER TYP) a) CHEAT ROOM A.F.F.W/MAX. 4" 5PAGIN6,FOR RAILING TO BE NO LE55 THAN 36' A.F.F.W/MAX. 4" 5PAGING FOR (2)2"xb" ' OPEN TO ABOVE ° SPINDLES TYP.THROUGHOUT SPINDLES TYP. THROUGHOUT 1 PLT. W/51 VAULTED 4 (BETWEEN GOLD TERMITEF1 Q TYP 122'-0" G.H. 1_ STONE VENEER Y�l A (f •, X" C�"'� C'! :y r k) lF' r 'Y- CIS 7x, zY } 7`( GRADE . Xl:.>' t�7 XXX � cam)! _ ��C X�cz `�•fY ti>r '�r'X_{:� ��. :X�Y X � � X _ 'zrX�'' X : '"cA�X` ',�Y `>r�X'X 1 'c'�' _.c' �.-- -�� CY`s z - P.G.STEPS TO ' APPROX. GRADE s` (2)2"x4" 'ACQ' 51L.L II 7/8"560 TJI F.J. ® Ib" ° DBL. F PLT.YJ/ J. O.G. 3/4' Td6 PLYWOOD 12N P.G. FND WALL ON BELOW GRADE AT ~ Q z :•F: RAILING TO BE NO ABOVE R-38 IN5UL. ,;• BOTTOM STEP (TVP) LE55 THAN 36� WI2x26 ■ 8' P.G. FND WALL OVER G 8" PL. FND WALL OVER Ib"x8"0 P.G. FOOTING 36' BELOW GRADE w/ A.F.F. WMAX. 4 DROP BEAM 4 Ib'xb"D P.G.FOOTING 36" �- 2x4 KEY SPADING FOR o :' BELOW GRADE W/2x4 9 w W W W SPINDLES TVP. 4" P.G. SLAB WI11H bxb 10/10 �`* 4" P.G.SLAB WITH bxb KEY m 4" P.G. SLAB WITH bxb 10/10 W.W.M.OVER bmil VAPOR BARRIER ON 6" THROUGHOUT H.H.M. OVER 6mll VAPOR CRUSH STONE d COMPACTED FILL(TVP) W/BL UESTONE ABOVE 4. BARRIER ON 6' rwSH STONE d 10/10 W W.M. OVER bmll" 0 0 0 0 0 0 VAPOR BARRIER ON 6 �.. N GOMPAOTED FILL _ STONE 10" P.G. FND WALL OVER 24"x12'0 P.G. FOOTING W/2x4 KEY r GOMPAGTED FILL (TVP) W/ N N N N N (3) #5 REBAR CONTINUOUS AND #5 REBAR® 12' O.G. IN FOOTING =y. BLUE-STONE ABOVE N N N N N 11 Lo Lo Lo Ln SECTION � W) 00 � W o o M � Q to m SCALE: 3/16"=l '-019 0 0 0 0 0 6 z SEAL: DIMENSIONAL ASPHALT 5HIN6LE5 OVER 15# FELT PAPER,OVER 1/2' COX EXT.GRADE PLYWD.SHEATHING,OVER DIMENSIONAL A5PHALT SHINGLES OVER 15#FELT PAPER,OVER 1/2" '� y DIMENSIONAL A5PHALT SHINGLES OVER 15# FELT PAPER,OVER 1/2' 2"x8" R.R. ® ib" O.G. R-4q SPRAY INSULATION 1 COX EXT. GRADE PLYWD.SHEATHING,OVER COX EXT. GRADE PLYWD. 5HEATHIN6,OVER y,1 RIDGE VENT DONT. 2"xl2' RR ® Ib" O.G. R-4q SPRAY INSULATION " R.R. ® ib" O.G. R-4q SPRAY INSULATION 1-3/4 xl4 6-P 2Ae LVL 2 x12 LA RIDGE RIDGE RI06E VENT GOVT. R106E VENT CONT. R106E VENT GONT. IT IS A VIOIATION OF THE LAW FOR ANY PERSON, RIDGE 1-3/4"xl4" 6-P 2.0e LVL 1-3/4'xl4" 6-P 2.0e LYLRIDGE PENT DONT. 2"x10" RIDGE DIMENSIONAL ASPHALT 12 UNLESS ACTING UNDER THE DIREC11ON OF A \IF+ - - R106E 12 R106E 12 12 SHINGLES OVER 15#FELT 2"x10' RIDGE 6 LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. CRICKET 6 DIMENSIONAL ASPHALT 12 b " b PAPER,OVER I/2' COX PROJECT TITLE: SHINGLES21 OVER 15# FELT � 2x10 G.T. ® �-� EXT.GRADE PLYWD. PAPER,OVER 1/2" COX EXT. 2"x8" G.T. ® N Ib" O.G. 5 " 94EATHIN6,OVER 16' O.G. x8 G.T. ® 2"x8" G.T.® 10 20x8" R.R. ® 160 O.G. GRADE PLYWD.SHEATHING, I6' O.G. I6' O.G. OVER R-4q SPRAY INSULATION 2"x12" R.R. ® I6" O.G. R-4q t k �X, x rix Y ;�X� �� x J �� ` ;, 'Y x SPRAY INSULATION tsa 2'-0" '-10" ■ 5 I'-10" '-0" 2'-0" I'-O" ■ ❑ ❑ -ION PROPOSED 4 BEor�ooM i $ 4 MASTER -0 ATTIC = I I'-0" TO G.T. O.H. O.H. p 101-6" TO G.T. ' O.H. O.H. c� O.H. H. p 10'-6" O.H. H HOUSE 2"x8" G.T. 0 5'-8N G.H. VAULTED GEILING $ W1a - VAULTED GEILIN6 W1C� - VAUL GLI Ib' O.G. 14" 560 TJI F.J.® 16" o u� O.G. 3/4" T46 RAILING TO BE NO LE55 THAN 36N 5 EI 4 PLYWOOD ABOVE W/ % j A.F.F. W/MAX. 4" 5PAGIN6 FOR ofL5EGOND FLOOR /' SOUND INSULATION 5PINDLE-5 TYP. THROUGHOUT FOR A-10 • 1� - •- _ ., .. ... ,. ..", _ ... ,, _. .. _ _ _ .. _ :- .. /�..,rX ..).\�... . l^- �jr _ X Y��/.f .i.y- }X^(jM Q" ��/ + — — v{J:)• X�X _�_ .. .A.V. ." . .".),. _, - ,�. .. - :)�i %,t A }1 f: n X A 4 X✓(. �,'. 4 x '.R YvC i Y l^J.Xy X S Y�•YY\X A�X , /v./y /`r(Yy./y'..� •.�.,i-�tix.X. .. .A C 7 Y` X (Y x A7�C •Y ',�. Y x�Y�)�Y.t�X — N — " �l,Y,�^A.{7. (f X7",C���1.A A:�J..Y%�.C.Y�.A}.YYX�Y`I.J�. (XY�f.�A X"k��Y7�X.�Y) 2 xCJ '/K/lX' D�.® 1 b' O.G. X x " N - t Y 117/8" 560 TJI F.J. ® IDE 2.Oe LVL FLUSH BEAM FAMLY ROOM >^v 5/4 DECKING ABOVE S TAR KI E .YXk����{�"x.Y.��X..-XX).JLX.k Cl..Y�Y.X�CZ...Xt,J.XZ.SXs�. .•.X;C.Y.X_„_{�XX..XX.�•.X_.C.,x��.f.kT„��.SX.• (2) I-3/4 x11=i/8 6-P 2.0e LVL PROV _ I Ib' pG. 3/4"._Tr�G.__ ____. ! _......__... .................................._....._. .._......._......... -PROVIDE J015T .--.. r, HANC7E5 __ IDE BLOC IND q-0 G•H DBL. (2) 2"x10" 'AGQ' DROP BEAM 1' l0" W THE 1I 1/8 TJI PL o W/ - - — — D� RESIDENCE _ � : LL LAUNDRY (TVP ,e+ GREAT ROOM O.H. q'-0" G.H � �" • , , ;,, � 4"x4'P05T W/DEG. COL.(5TYLE AND Q N �� VAULTED / � � �; �,, � � � ,. - 2 34x11=�� P o �- I � DOLOR BY OWNER TYP) 2.Oe LVL F BEAM GARAGE 00 GARAC;E ` ❑ ❑ ... i..............__ "i' "i i ° " - - PORCH RAILING TO BE NO LE55 THAN 3b' II-4 G.H. = i - - - " 1 APP. W/MAX. 4" SPADING FOR AT WCHEN I. HAN6E5 q'-0" G.H ! I� SPINDLES TVP. Ti-IROl1GHOUT FIRST FLOOR � _-. �------- - ��- ! �-A �- ' -y 1750 Sterling Rd + — — X c�X xX X X x xX X I X X .X X �X X X t .. �x �� �X �� XyX J'1 6Y X X ����`"X A "�f' ! 1 X af' X X X. X.xxX".� �.\ 97 fY_I-_x_�l�X_ �.YY�kx.Y�( I .�Y'� Y 1. Y��Y�k.�Y �l CS Y�Y S. Y�k. Y� X�7.�arYYt J,. {. Y. Y� k 1Y �Y �.YY rY :) �. r rX.r_Y.x�Y- .�Y�(CSh. .�Y�z��?.a�Tk�YY �Y�� kYY �ixY..>yr x_ k _ STONE VENEER C 11935 GOU � utchogue, NY 119 1 WI2x5O 11-U8N 5bO TJI F.J. 0 Ib" O.G. WI2x22 W1242 (2)2"xb" 'AGQ' SILL SPIE a i7 PLT. W/51H SEAL d DROP BEAM 3/4" Td6 PLYWOOD ABOVE DROP BEAMI DROP BEAM TERMITE SHIELD :: STAIR Q 8N P.G. FND WALL OVER 16'x8"D P.G. FOOTING R-38 IN5UL. ''Y CASE BY m ( ( (2)2 x4 AGQ 51LL ;'y OTHERS 3b" BELOW GRADE W/2x4 KEY TOWN OF S O UTH O LD 4N P.G.SLAB WITH bxb 10/10 I ( BAS Q " 4N P.G. WITH bxb HAM.M.OVER Emil VAPOR I '- I 10'-0" G.H. p PLT.W/ '<: SUFFOLK COUNTY NEW YORK BARRIER ON b" CRUSH STONE d 1 i 4' P.G.SLAB WITH 6x6 10/10 VAPIOAO W W.M.OVER bmrl COMPACTED FILL (fYP) 1 i W.W.M. OVER bmll VAPOR VAPOR ONE IER ON 6" TAX MAP: lUUU-96-U3-U2.1 10" P.G. FND WALL OVER 24"x12"DPG. BARRIER ON 6" CRUSH STONE d :;4 GOMPAGTED FILL (TYP) W/ ... FOOTING 36" BELOW GRADE W/2x4 KEY I 1 GOMPAGTED FILL (TVP) BLUESTONE ABOVE i 1 1 _ f... `'� DRAWN BY: SAF e FILE NO.: --- SECTION 2 SCALE: 3/16"=1 '-0" PROJ. NO.: 10715 DWG. NO.: A -9 PROPOSED SECTIONS G. TITLE: —ROOF SHINGLES A5 PER OWNER OVER 15 # FELT 4 PAPER OVER 1/2" COX ® \ PLY SHEATHING NAILED A-10 PER SHEET T-2 ROOF RAFTERS 1_ AS PER PLANS ARCHITECT,S P. , �r jam- BATT IN5UL. AS PER PLANS RAFTER STRAPS- 51MP50N - G520 COIL 5TRAP 12" MIN. PER R.R. A� PROVIDE ICE SHIELD TO FACE MIN. 26 �( �- i 24" IN51DE EXT. WALL EVERY RAFTER /!( A5 PER (RGNY5 405.2.1.1) CONTINUOUS 'COBRA' RIDGE VENT TYP. OR ROOF SHINGLES A5 PER IJ l i 4 \ 570 BROADWAY, AMfWLLE NEW YORK 11701 � � � � � AS PER OWNER OWNER OVER 15 # FELT PRE-A55EMBLED 2X4 NOTCHED ROOF '—_ ' --- 51MP50N HURRICANE TEL: (631) 789-3555 FAX: (631) 789-3218 EMAIL• MAILASRFAIA.COM RIDGE (REFER PPAPER LYWOOD SHEATH IDX FLYING GABLE TYP. _ RAFTERS-TRU55E5 t _,Tyl I TIES @ EACH RAFTER TG PLANS) L_ (REFER TO PLANS) I REFER TO DETAIL NAILED A5 PER TYP. ROOF A55EMBLY SCHEDULE ON SHEET T-2 - __ __ _-_---- SEE DETAILS ON ROOF RAFTERS (REFER TO PLANS) __--- - _ --- -- TH15 PAGE ° TOP PLATES 24" PROVIDE 51MP50N - -_._____ --_._ ° 1/8"/FT. (MIN) PITCH LRU210 CONNECTORS 1X8 PRE-PRIMED FASCIA TOP PLATE TO DOWN SPOUTS TO FACE 15 6-IOdxl-1/2" NAILS BOARD-WRAP W/ALUM. RUN PLY TO TOP OF S PE CONTRACTOR TO LOCATE TO JOIST IS 1-I0dxl-1/2" NAILS TYP. THROUGHOUT PLATE W/ RAFTER PUNS CONT. VENTED SOFFIT OVER TYP. IX8 PRE-PRIMED FASCIA 2"X6" HANGER LU26 ,.< ' 12 U5E 'J' CHANNEL @ (2)2"X6" HANGER LU526-2 BOARD-WRAP W/ ALUM. USE 'F' CHANNEL @ WALL TYP. THROUGHOUT li2" I/2" MAX. HALL FOR VINYL MJO15TOR 2"X8" HANGER LU28 /ATTIC SPACESOFFIT VENT (TYP.) (2)2 X8 HANGER LU525-2 2"X10" HANGER LU210 ° BATT INSULATION CONT. VINYL SOFFIT VENT GUT SACK PLYWOOD 1/2" ROOF RAFTERS @ 16" O.G. REFER TO (2)2"X10" HANGER LU5210-2 (REFER TO PLANS) TYP.-WRAP ALUM. OVER MIN. TO ALLOW FOR AIR PLANS FOR 51ZE VINYL SOFFIT TYP. FLOW 2"X12" HANGER HU5210 ° INTERIOR <Y(2)2"XI2' H,A^:cEn HU5210-2 ° 5101NO A5 PER OWNERNOTE: RIDGE STRAP NOT REQD WHEN 2"X4„ COLLAR TIES TYP. MT524G CONNECTOR I/2" RIGID INSULATIONM M "' `r' "' m HANGER 14-10dxl-1/2" NAILS WOOD STUDS < BOARD (R-3) COLLAR TIE IS LOCATED WITHINTHE UPPER I/3 OF 12 END � 16" O.G. (REFER TO PLANS) �`>� THE ATTIC SPACE AND ATTACHED TO EACH PAIR TYP. WALL FRAME RAFTER NOTE: FOR ALL OTHER J015T LENGTH DF/5P=1000 OF OPPOSING HANGERS REFER TO THE SPF/HF=860 1/2" GYPSUM WALLBOARD TYVEK' HOU5E WRAP 51MP50N CATALOG DIRECTLY. EVERY RAFTER OVER 1/2" EXT. GRADE APPROVED EQ. MAY BE 5UB5TITUTED PLYWOOD 1 RIDGE VENT DETAIL TYP. FLYING GABLE DETAIL 3 FACE MOUNT JOIST HANGERS SIESMIC TIE SOFFIT DETAIL 2 4 5 SCALE:3/4' -1'-0' SCALE:3/4' -1'-0' SCALE:N.T.S. PROVIDES TENSION FOR RAFTER SCALE:N.T.S. SCALE:3/4' -1'-0' -TO-STUD TO PREVENT UPLIFT. 3 d > > La Uj W W W W W J J J J SOLID WOOD ENTRY m v v v v DOOR A5 PER OWNER w w w rk� Z (RGNY5 R311) 0 0 0 0 0 0 0 0 0 0 0 4" POURED CONCRETE SLAB W/6x6 10/10 W.W.M. OVER W w W w =) =D => = w Emil VAPOR BARRIER ON 6" CRUSHED STONE AND V' C' V) N V) (n V) V) Ul COMPACTED FILL (TYP) - BLUESTONE ABOVE _ SIDING AS PER OWNER OVER 1 1/2" MAX. THRESHOLD � �n �n `;.. ^ �n u� I/2" RIGID INSULATION Y5 RE51DENTIAL GODE - 5EGTION 8311.43) M � F- C) o M F- o BOARD (R-3) WD THRESHOLD BY OWNER LO M rn 1-,N 'TYVEK' HOU5E WRAP OVER 0 0 0 0 0 F, 1/2" EXT. GRADE PLYWOOD SECOND <� GUT USE EVERY OTHER NAIL HOLE A35 CONNECTOR USED FLOOR r WOOD STUDS @ 16" O.G. (REFER TO PLANS) LENGTH INA ROW TO PROVIDE THE 12-8dxl-1/2" NAILS CODE-REQUIRED MINIMUM DF/5P-450 X 3/4" T46 PLYWOOD 5UBFLOOR 12"END CENTER-TO-CENTER SPACING SPF/HF=450 GLUE 3/4" T$G PLY TO JOISTS SEAL: :., t� L� { LENGTH FOR NAILS. EVERY STUD - W/ FIN. A5 PER OWNER ' N F BASE PLATE WOOD STUDS E��� xis. / - WALL STRAPS- SIMPSON C520 TCOIL STRAP EVERY OTHER ��, RR CONNECTOR USED I I �\ ) I STUD REFER TO DETAIL CLEAR 4-I0dxl-1/2" NAILS UPLIFT=130 1 1 ( SPAN ° S� �tf,38�" t! ALLOWABLE LOADS=ER BATT INSULATION-REF R o safe .(O EVERY RAFTER ° � ° � ° E TO PLANS ���- t G520 COILED STRAPS o ROOF RATERS (SEE ° a IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A PLAN FOR SIZE) OR L5TA30 BY 51MPSON ° °° APPROX. GRADE RIM J015T TYP. TYP. EVERY STUD ° LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. ° \ _ \ - 1=-_! =-i !- 2x4 SILL PLATE CONTINUOUS TOP PLATES 12"END LENGTH °° ° -i 1III 1= ° PROJECT TITLE: A-10 n -- -1" PROVIDE MINIMUM � l JOISTS TYP. @ 16" O.G. W/ 8 END DISTANCE. ROOF RATERS (SEE LEDGER (SEE PLANS FIRST BATT INSULATION TYP.- o PLAN FOR SIZE) FOR 51ZE) FLOOR (REFER TO SEE PLANS) LEDGER (SEE PLANS ° PROPOSED BATT o EQUAL NUMBER OF FOR 51ZE) 1 O" HOUSE y; INSULATION (REFER TO PLANS) SPECIFIED NAILS lie IN EACH END. WOOD STUDS ° FOR FLOOR / WALL DETAIL FLOOR TIE ANCHOR SHED ROOF CONNECTION DETAILS THRESHOLD DETAIL EGRESS DOOR STARK IE SCALE:3/4' -1'-0' PROVIDES FLOOR-TO-FLOOR TENSION CONNECTION SCALE:N.T.S. SCALE:N.T.S. SCALE:3/4' -1'-0' RESIDENCE RAILING TO BE NO LE55 AT THAN 36" A.F.F. W/ MAX. 4" 1750 Sterling Rd 5PAGING FOR SPINDLES Cutchogue, NY 11935 Minimum of seven bolt diameters TYP. THROUGHOUT to achieve table loads. This � distance i5 designed into holdown. WOOD RAILING SLOPE TOP 12 THREADED Distanc� e may be increased OF WOOD SPACER STUDS without affecting load capacity, Q DECKING RO L�, � provided the anchor nut is not � TOWN OF SOUTHOLD over-torqued, which could split SUFFOLK COUNTY, NEW YORK 1I FLOOR J015T the stud. 5/4 DECKING METAL HANGER TAX MAP: 1000-96-03-02.1 INSTALL (REFER TO PLAN FOR DRAWN BY: S A F WASHERS LEDGER BOLTED TO FILE NO.: BUILDING WALL _ REFER TO PLAN FOR 51ZE 5imr SPACER: SOLID WOOD Ason Strong-Tle BLOCK OR EXTERIOR LP R 0 J. NO.: H0 5A 'AGQ' 10 715 • THROUGH BOLTS DECK J015T5 AS PER PLAN GRADE PLYWOOD BEAM (SEE PLAN FOR SIZE) BUILDING WALL DWG. NO.: 10 CORNER HOLDOWN 11 DECK DETAIL 12 LEDGER DETAIL FLOOR-TO-GEILIN6 TIE DOWN FOR SCALE:N.T.S. N.T.S. SCALE:N.T.S. A -lut CONTINUOUS LOAD PATH DETAILS DWG. TITLE: (2)2'X10'W/1/2' PLYWD SPACER TYP. OR A5 PER PLANS 11 MM24C RAFTER TIE 4'-0 DIAMETER 1 BY SIMP50N OR W. DBL.TOP TYP.AT WIN.HDR PLATE TYP. BALCONY RAIL OP GAP ? - - - - - - -_ I 5GUARE AS PER i i T it T� BAR5 CENTER S = A5 PER PLANS R COLUMN � ARCHITECT, P.0 DBL.TOP PLATE AT I ��� I I� USE 8d COMMON NAILS I I/2" NAILING REQUIREMENTS SECOND FLOOR OR I� I� _ \ USE O G.AT ON H AND 1^pL'U-A 12=15.rim 101st or rim boarcl to AT SINGLE STORY i OUT5IDE boar late: TJI blocking panels or rim I J I 1 I 4'a E06E5 TYP.AT DIAMETER r>rig�— g I BLD6.CORNERS foist: ION (3") box nails at b' o c. Trus \-SIMPSON HT RAFTER Iil j tl--�,_I HANDRAIL Joist rim board: Toenail with 10d (3") box WINDOW TIE TYP. OPENING 11/4'X24'20 6A6E I _ FADER STRAPS TYP. I--_�I 1�, 11 Halls at b" o c. or Ibd (3 I/2") box Halls BRA' AWYAM NEW YORK 11701 Qt l2 O.G. �BnQ�D11AY, AT 2ND FLR EXT. I�\)�' I I BLOCKING TYP. " 7E1 (631) 780-3555 FAX: (631) 780-3218 WAJU MALOWAWCOM WALLS MIN. 12'BEARIN6 Imo\ I\ I I AT SEAM AT ALL TJI bists at bearhas: Two mi im I/2 ON STUD FACE(TYP) - - - BLD6.CORNERS box nails (I each side), I I/2 minimum from end. 1/4" X 2" Shear transfer: Connections equivalent I_ MOUNTING to decking nail schedule. WALL FRAME PROVIDE 50LID - \ / PLATE WITH Rim board.rim blst or closure to TJI,fit: AT 16'O.G.(HERR TO PLANS) BLOCKING AT ALL I��I—� I\ 1 WD STUDS AT 3/8" HOLES 13/4' width or less: Two 10d (3") box nails, PLYWOOD SEAMS _41 I - I I � I Ib' OL.M.(REFER To PLANS) �I one each at top and bottom flange. I/4"X24'20 GAGE , - REAR TO ELEV. �I i I I �I\� I I�/ I, I 5GUARE JACK STUD STRAPS TYP. O I I �I��( I I BALUSTER TJI/Pro 130, J z 10 AT 2 SIDES T OPENING $ -� 2") I x nails, � ane rim Joist: N _ , ���� X41 ---- I/2'COX EXTERIOR PLATE Two ibd (3 I/2") box Halls,one each at top A-12 z _�C {1---�J��_1 I —� 6RADE PLYWOOD TREADS and bottom flange. �+ 4I I " RIM J015T \ - TMlN9 TYP. TJI/ProJ 550 d 4006 rim joist: Toe nail joist LU \ �L - - side of foist top flange. to rim joist with one ION 3) box Hall each I I/4"X24'20 6A6E RIM JOIST OR A5 HEADER STRAPS TYP. , 2-3 PER PLANS 2x4 minimum sgyash blocks: Two 10d (39 box 4. a AT EACH STUD nails,one each at top and bottom flange. L1_ 4. BASEPLATE a a � MIN. SOLID N N N m WALL FRAME 4'-O" CORNERS TYP. AT I6'O.G.(REFER TO PLAN5) N OR AS PER PLAN ELEVATION BOTTOM PLATE PLAN VIEW ELEVATION O 3PPAL STAID DETAIL RIM JOIST SHEAR WALL SEGMENT DETAIL INSTALL A5 PER MANUFACTURE SCAM 11TB 3 ACQ SILL PLATE SCALE-KTR HEADER STRAPPING DETAIL W SCALE-KTR z z z z W W W W :3 :3 :3 =1 M U U U U 5 o 0 0 0 o N PLIGE LEN6TH 0 0 C) C> c o 0 o c W W W W W > > > > > W WOOD HEADER TYP. 51 LIGE DIRECTLY \\\\\ AS PER PLANS u OVER STUD TYP. ^ o o M —00 Q BUILDING DIM.(FT) MIN.SPLICE L-36TH(FT) IT IROU6HOUTI I ,n M a, ^ N MT524G RAFTER TIE 12 1 BY SIMP50N OR EQ. 16 1 �'THRR0116 PLATE TJI# RIM J015T o 0 0 0 0 ROOF AT WIN. H 20 2 MUST HAVE 14' MINIMUM J015T BEARING AT EN05 F1 . . . Z A5 PER PLAN 24 2 28 3 TJI RIM JOIST SEAL: WALL FRAME AT I6 O.G. DBL.TOP PLATE TYP. 32 3 -REFER TO PLANS 6 40 4 SIMPSON HI5 RAFTER 50 5 TIE TYP. b0 6 ASSUME TOP PLATE-TO-PLATE CONNECTION LOAD BEARING OR SHEARING WALL ABOVE 016 3 a)_ 1.TABULATED SPLICE LEN6HT5 11/4"X24"20 6A6E USING 2-16d NAILS PER FT. FOR SHORTER SPLICE LENGTHS, PRESENT) UNLESS ACTING THE NAIL SPACING (MUST STACK OVER WALL BELOW WHEN IT IS A VI T N 1 UNDER THE DIRECTION OF A W FOR ANY PERSON, HEADER STRAPS TYP SHALL BE REDUCED IN ORDER TO PROVIDE AN EQUIVALENT NUMBER OF NAILS. A LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. AT 2ND FLR EXT. 2.TABLULATE2 5PLIGE LEJ6HTS ASSUME A BUILDING LOCATED IN EXP05M B OR G. HINDON WALLS 3.TABULATED SPLICE LEN6HT5 ARE BAS®ON 8 FT.WALL HTS.FOR OTHER WALL OGKI N6 PANEL PROJECT : WALL FRAME HT5.,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY W8. AT Ib'O.G.Off:ER TO PLANS) 4.TOP PLATES SHALL BE A MINIMUN OF STUD 6RADE MATERIAL. SIMPSON RSP4 TYP. AT EACH JACK STUD PROPOSED A5 P82 WFGM 1995®fT10N FOR ONE NOTE: REAR TO OVERALL AND TWO-FAMILY DWELLIN65 TABLE 3.20 TYu.P. wAFRAME-REFER HOUSE TO 5EGTION DETAILS FLR PLANS FOR SPECIFIC HOLDOWN LOCATIONS NEW WINDOWS TYP. W/MIN. ' PLATE SPLICEING DETAIL END of RLINE015T5 DESIGN PRESSURE OF 30- AT GENTERL.INE OR AS PER CODE-REFER TO I 1 10 4 TJI WALL BLOCKING of=SUPPORT , \\\ PLANS FOR TYPE AND 517E FOR N I A SCALE.KT8 z u I 7 \ TRIM (AROUND EXTERIOR I i I KTA 1117 OF WINDOW TYP. STARKIE LU LU ii RIM JOIST OR RESIDENCE A5 PER PLANS I _ I STRAPPING + ANCHORING SCHEDULE , 21/21 NO.6 HD SCREENS AREA HOLOPOHN U5ED / LENGTH NUMBER OF GAPAGITY OF NOTES NAI 5 HO DDOHN i / 11� � I �M�"�' MA"" 3" AT A SIMPSON G5-20/24"MIN.LENGTH 3-IOd 1005#/CONNECTION RIDGE STRAPS RE NOT RMV WHEN 20X4" RiD6E �' � ��� ' I i ` I� I� 1750 Sterling Rd z COLLAR TIE 15 LOCATED WITHIN THE UPPER 1/3 1 SIMPSON MST46 STRAP TIES OF THE ATTIC SPACE AND ATTACHED TO I ( , � 1 ' � � ; � M Cutchogue, NY 11935 N I I/2 PRECUT STRUCTURAL TYP.AT EACH STUD EACH PAIR OF OPPO51N6 RAFTERS AS PER J / , / WFGM 1995 SECTION 325J PLYWOOD WINDOW PANEL TYP. FOR ALL WINDOWS WALL FRAME DOS RID6E SE:NOTE I j AND 6LA-% DOORS. AT Ib'O.G.(REFER TO PLANS) 51MPSON GS-20/24 MIN.L.ETN6TH 2-ION 1005#/CONNECTION � 'j , ' EAVE SIMPSON H-7 ANCHOR 4-Sd TO RAFTER e45#/0ONNECTION T 0 WN 0 F S 0 UTH 0 LD 8-8d TO STUD RAFTER % ( \ II I, � , I i SUFFOLK COUNTY, NEW YORK 2-Sd To PLATES TAX MAP: 1000-96-03-02.1 DORMER EAVE SIMPSON H-T ANCHOR 4-8dd O RAFTER STUD &'5*/CONNECTION RAFTER 2-8d TO PLATES 1 it l j'i N G5-20!36'MIN.LEN6TH 26-8d IOO5#/CON EGTION PER 5Tw DRAWN BY: SAF CEILING TO SIMP50N I I SIMPSON R5134 NAM FLOOR TO SIMPSON 05-20/3b'MIN.LENGTH 26-Sd 1005#/GON EGTION PER STUD --- TYP.AT EACH STUD FILE N 0. zAT FOUNDATION CORNERS- FLOOR TO FOUNDATION SIMP50N STH0I4RJ 36-ibd 4160#1GONNEGT1ON FROM FDN.WALL TO ZIA HOLDDOWN ANCHOR SINKER WOOD CORNER POST PRO .: 10715 ACG SILL PLATE FOUNDATION TO SILL I8�L TB-lb O 4'-0' 1�2#��TABLE A5 PER 5EGTION 8301.2.1.2 OF THE w • WALL. STRAPPING DETAIL ONOTIEv ALLSTRAPIN6 INDICATED MEETS OR EXCEEDS THE REQUIRMENT5 IN THE WOOD FRAME CONSTRUCTION MANUAL 1995 EDITION TABLE 3.6 FOR R106E CONNECTIONS,TABLE 22 FOR EAVE NY5 RE51DENTIAL GODS 2 ® CONNECTIONS,AND TABLE 32 FOR FOUNDATION GON•EGTIONS. —11 BCALB KTJ3. ONME.-ALL STRAPS 13Y'SIMP50N 5TRONr-TIE'SHALL BE INSTALLED A5 PER MANUFACTURER'S SPECIFICATIONS. ANY NEW,UPDATED OR CON=LICTIN6 INFORMATION PROVIDED BY SIMP50N SHALL TAKE PRE5IEDENGE OVER THI5 SCHEDULE. DETAILS DWG. TITLE: BUILDING CODE COMPLIANCE SHEET (2016 RESIDENTIAL CODE OF NEW YORK STATE) SINGLE FAMILY DWELLING OCCUPANCIES Project Name: 5TARQE R.E51DENGE Project Type: 51NCLE FAMILY RESIDENCE ADDRESS Occupancy Classification: 5b r SR ARCHITECT, Project Number: 10-715 9 C� TRUSS IDENTIFICATION 1 Text of Rule Effective December 2q, 2004 w Iq NYGRR Part 1264 570 MOA MAY'�F WE Y= 11701 ta: (e�1) 7M-=sue: (e31) 780x218 MAIL►w��iu+�oa1 6" DIAMETER Subchapter G of Ghapter XXXIII of Title IQ of the Official Compilation of Godes, Rules and Regulations of the State of (e) Signs identifying the existence of truss construction shall contain the roman alphanumeric designation of the New York is amended by adding a new Part 1264 to read as follows: construction type of the building, in accordance with the provisions for the classification of types of construction set forth in section 602 of the Building Code of New York State (see Icl NYGRR Part 1221), and an alphabetic designation Part 1264 for the structural components that are of truss construction as follows: IDENTIFIGATION OF BUILDINGS UTILIZING TRU55 TYPE GON5TRUGTION 1264.1 Introduction. "F" shall mean floor framing, including girders and beams Section 382-a of the Executive Law provides that commercial and Industrial buildings and structures that utilize truss REFLECTIVE RED ROMAN ALPHA NUMERIC type construction shall be marked by a sign or symbol that informs persons cond7il ting fire control and other emergency "R" shall mean roof framing PANTONE - DESIGNATION OF CONSTRUCTION operations of the existence of truss construction. Section 382-o further directs the State Fire Prevention and Bullding (PMS) #187 TYPE BASED ON SECTION 602 OF Godo Gouncil to promulgate rules and regulations it deems necessary to carry irto effect the provisions of the statue. "FR" shall mean floor and roof framing THE BUILDING CODE OF NEW This Part establishes certain requirements pertaining to the identification of building and structures that utilize truss type YORK STATE construction. The construction type designation shall be placed at the twelve o'clock position over structural component designation, which shall be placed at the six o'clock position. 12642 Enforcement. (a) Subdivision 4 of Section 382-a of the Executive Law directs local governments to provide for enforcement of the (f) Signs identifying the existence of truss construction shall be affixed in the locations specified in Table 1-1264. 4. � a a a statue. Enforcement of section 382-o of the Executive Law shall include enfoce,,.int of the provisions of this Part. A H N m 2" MIN. REFLECTIVE fee of fifty dollars shall be paid by the Owner of a building with truss type coistruction to the authority having WHITE Jurisdiction for enforcement of Section 382-a of the Executive Law prior to tle issuance of a building permit. (b) This Part shall not apply within a city with a population of one million or mor; persons. 1264.3 Definition. 1 „ For the purposes of this Part, truss type construction shall mean a fabricated Structure of wood or steel, made up of a TABLE 1-1264 �-- 4 series of members connected at their ends to form a series of triangles to span a distance greater than would be TRU55 IDENTIFICATION 516N LOGATION5 1 /2 STROKE possible with any of the individual members on their own. Truss type con5tructio7 shall not Include: 519n Location Sign Placement (a.) individual wind or seismic bracing components which form triangles when diagonally connected to the main structural a Exterior building entrance doors, exterior exit Attached to the door, or attached to a sidelight or the face of the c� DESIGNATION FOR STRUCTURAL system; and discharge doors, and exterior roof access building, not more than 12 inches (305 mm) horizontally from the latch 9 W W W Z COMPONENTS THAT ARE OF (b.) structural components that utilize solid plate web members. UJ doors to a stairway side of the door Jamb, and not less than 42 inches (1067 mm) nor more m TRUSS CONSTRUCTION than 60 inches (1524 mm) above the adjoining walking surface. W W Ce 0: ce Z "F" FLOOR FRAMING, INCLUDING 1264.4 Identif ication of truss type construction. 0 0 0 0 0 0 GIRDERS AND BEAMS x 0 0 0 0 (a) Truss type construction shol I be identified by a sign or signs in accordance with the provisions of this?art. > > > > > W Multiple contiguous exterior building entrance or Attached at each end of the row of doors and at a maximum horizontal N y N N N "R" ROOF FRAMING _ _ _ N N N t/1 N "FR" FLOOR AND ROOF FRAMING (b) 519n5 shall be affixed where a bullding or a portion thereof is classifled o5 Group A, B, E, F, H, I, M, or �occupancy, exit discharge doors distance of 12 feet (3.65M) between signs, and not less than 42 inches and in hotels and motels classified as Group R-I or R-2 occupancy, in accord-1-'o, with the provisions for the (10(97 mm) nor more than 60 inches (1524 mm) above the adjoining ^ Lo 'n 'n 'n classification of buildings set forth in Chapter 3 of the Building Code of New Ycrk State (see Icl NYGRR Part 1221) walking surface. ^ M opo o o M Q Fire Department hose connections Attached to the face of the building, not more than 12 inches (305 mm) Ln Cn (n r-. N o (c) Signs shall be provided in newly constructed buildings that utilize truss type construction and in existing building where o 0 0 0 0 horizontally from the center line of the fire department hose connection, TRUSS IDENTIFICATION SIGN on addition that extends or increases the floor area of the building utilizes truss type construction. Signs shallbe affixed prior the issuance of a certificate of occupancy or a certificate of co,-oiionce. and not less than 42 inches (1067 mm) nor more than 60 inches (1524 mm) FF o COMPLIANCE WITH 19NYCRR PART 1264 above the adjoining walking surface z �.� (d) Signs identifying the existence of truss construction shall consist of a circle n}inches (152.4 mm) in diameter,41th a " SEAL: MALIE stroke width of I/2 inch (12.7 mm). The sign background shall be reflective white in color. The circle and contentsshall be reflective in red in color, conforming to Pontone matching system (PM5) #181.Nh6 e a sign is directly applied tc a door CODES DMSION or sidelight, it may be o permanent non-fading sticker or decal. 519ns not directly applied to doors or sidellght shall EXAMPLE TRUSS IDENTIFICATION SIGN DATE�03/08/2005 be of sturdy, non-fading, weather resistant material. ALLOWABLE HOLES TJI@ Joists s �o NEW YORK STATE DEPARTMENT OF STATE ���e 01603- 0� DIVISION 0E CODE ENFORCEMENT 4" VENTTHRUROOF No field cut holes Do not cut holes larger than No fieldcut holes h IT IS A VIOLATION OF �F ANY PERSON, In hatd-ed UNLESS ACTING UNDER THE DIRECTION OF A J L 200E zone see 1Yz"in cantilever See hated zone LICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. DEPARTMENT OF sTATE AND ADM IN I STRATI O N See e e e See table PROJECT TITLE: Maintain adequate MASTER — _ BAT ❑ ❑ ■ BATHROOM — BATHROOM 6 _ '1 _ 6 distance from bearings —t — � _ T 1 , r —�- - - -I_ LAUNDRYDI 2xD2 D2 L2 2x!2 LI PROPOSED 6" 6" minimum-(also applies minim 6" HOUSE r— I I I V2" I I I 1 1/2" 1 I 1 1/211to OY holes) tical 2 1 2 IV. LAI 1 i I LAI 1211 1 WASHER h'hole may webcoutside i be 1211 1 2111hatched area. SBI IYTY I 1 I 2,. Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole Cut holes with care and FOR LSH R 211 W G I G 211 5HOkER For other load conditions or hole configurations not included In this table,refer to in the joist web only 2ND FLOOR TJ-13eamo software or contact your Trus Joist representative. STARKIE T " 211 211 JOIST TJI®/ProTM' ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE RESIDENCE 3" DEPTH 2" 3" 4" 5" 6y" 7" 8%" 9" 10%" 12" 2" 3" 4" 5" 6%" �" 8%" 9" 10%" 12" 130 I'-0' I'-0' I'-6' 2'-0' 3'-0' 3'-6" 5'-0' 5'-6" b'-6' I'-0' 2'-0' 3'-0' 4'-0' 6'-0' T-6` 10'-0" 10'-0" II'-6' 1 250 I'-0' I'-0' 1'-0' I'-0' 3'-0' 4'-0" 61-6' T-O" IdON 1'-0' I'-0' 2'-0' 4'-6" T-ON 8'-6" 101-6" 10'-6" 12'-0` 350 I'-0' I'-0" I'-0' 2'-6' 4'-0" 5'-0" T-60V-ov 11'-0' 1'-0' 1'-0" 3'-0' S'-0" 7'-6' q'-0" 10'-6" II'-0" 12'-0' 14" 550 I'-0' I'-0' 2'-0' 3'-6" 5'-6" 6'-6' V-611 Q'-0' 12'-0' 2'-6' 4'-0" 5'-6' 1'-0' 9'-0' 10'-0" 12'-0' 12'-0" 13'-0" �q 11 — 100C 1'-0" 1'-0' 1'-0' I'-0' 2'-0' 2'-6' 31-6' 4'-0' T-0' I'-0" 1'-0" -ON 51-014'-0-1 5'-0' T-0' T-6" 9'-0" AT KITCHEN 3000 1'-0" I'-0' V-6' 2-6' 3'-6' 4'-00 5'-60 6-0' 10-0' I'-0' 1'-6' 3'-0' 4'-0" 5'-6' 7'-0' 9'-6' l0'-0" II'-6" 1750 Sterling Rd _ _ _ 1 — _ _ 4000 I'-0" I'-0' 11-6' 3'-0' 4'-b' 5'-0' 'I'-0' V-0' II'-0' 2'-0' 3'-6" BATHROOM _ — T I 1 I_ _ — — _ _ _ LAUNDRYROOM N Cutchogue, NY 11935 T- I I T- — _ _ _ _ Leave Y8 web at top and bottom of hole. DO NOT cut joist flanges. r I I I I 1 1 1 1 1 Table Is based on uniform load tables in current design literature. 1 I 1 I i 1 1 I I I I I I I/2 1 For simple span (5 foot minimum) uniformly loaded Joists not requiring commercial concentrated loads,one maximum 51ze round hole may bei 1 1/2" 1 1/2" I I I I�/2 I 1 11 located at the center of the Joist span provided no other holes occur in the joist. TOWN OF SOUTHOLD 2"I I I I 1 DISHWASHER I 1 wA5HER SUFFOLK COUNTY, NEW YORK L v ; 13 t 1 cNKE I 11 5��P I ALLOWABLE HOLES - Beams and Headers _ _ _ FAI — — — — -� 1 12 2 TAX MAP: 1000 96 03 02.1 2 211 211 1 211 A 2x diameter of the largest hole (minimum) SHO1 wER 211 WG G 15T FLOOR )dd th DRAWN BY: SAF FL 1-1 211 311 311 ° ° O A�o hole o 0 FILE NO.: ll/'111GC I _ 11 G.O. .. ... . . BUILDING CODE COMPLIANCE SHEET (2015 RESIDENTIAL CODE OF NEW YORK STATE) SINGLE FAMILY DWELLING OCCUPANCIES F c Project Name: 5TAIRKIE RE51DENGE Project Type: 51NOLE FAMILY RE51DENGE ADDRESS Occupancy GIa5s!fication: 5b SR Project Number: 10-115 ARCHITECT, P. TRUSS IDE=NTIFICATION _,. _ RIN 1119, I.-OIl 11 u_ Text of Rule Effective December 2a, 2004 570 BROADWAY.MI M E NEM YORK 11701 Iq NYGRR Part 1264 TEL (631)70—M FAk (631) 7W-M18 MIL MOSRFAWCOM 6" DIAMETER Subchapter G of Chapter XXXIII of Title Ici of the Official Compilation of Godes, Rules and Regulations of the State of (e) Signs identifying the existence of truss construction shall contain the roman alphanumeric designation of the New York Is amended by adding a new Part 1264 to read as follows: construction type of the building, in accordance with the provisions for the classification of types of construction set forth In section 602 of the Building Gode of New York State (see Ig NYGRR Part 1221), and an alphabetic designation Part 1264 for the structural components that are of truss construction as follows: IDENTIFICATION OF BUILDINGS UTILIZING TRU55 TYPE GON5TRUGTION 1264.1 Introduction. "F" Shall mean floor framing, including girders and beams Section 382-a of the Executive Law provides that commercial and industrial buildings and structures that utilize truss REFLECTIVE RED ROMAN ALPHA NUMERIC type construction shall be marked by a sign or symbol that informs persons condu; t!ng fire control and other emergency "R" shall mean roof framing PANTONE: DESIGNATION OF CONSTRUCTION operations of the existence of truss construction. Section 382-a further directs the State Fire Prevention and Building (PMS) #18 TYPE BASED ON SECTION 602 OF Code Gouncil to promulgate rules and regulations it deems necessary to carry into effect the provisions of the statue. "FR" shall mean floor and roof framing THE BUILDING CODE OF NEW This Part establishes certain requirements pertaining to the identification of building and structures that utilize truss type YORK STATE construction. The construction type designation shall be placed at the twelve o'clock position over structural component designation, which shall be placed at the six o'clock position. _ 1264.2 Enforcement. (a) 5ubdivi5lon 4 of Section 382-o of the Executive Law directs local governrmnts to provide for enforcement of the (f) Signa identifying the existence of truss construction shall be affixed in the locations specified in Table 1-1264. Cd E E a a a >- statue. Enforcement of section 382-o of the Executive Law shall include enfc,Leon., nt of the provlSlonS of this Part. A v, v, m 2" M I N. REFLECTIVE fee of fifty dollars shall be paid by the Owner of a building with truss type costruct!on to the authority having WHITE jurisdiction for enforcement of 5ectlon 382-o of the Executive Law prior to tle issuance of a building permit. (b) This Part shall not apply within a city with a population of one million or mor; persons. 1264.3 Definition. lit For the purposes of this Part, truss type construction shall mean a fabricated Structure of wood or steel, made up of a TABLE 1-1264 4 series of members connected at their ends to form a series of triangles to span a distance greater than would be - IDENTIFICATION SIGN LOGA�TIONS possible with any of the individual members on their own. Truss type construction shall not include: 5119n Location STROKE Sign Placement (a.) individual wind or seismic bracing components which form triangles when diagonally connected to the main structura � Z5e � �l Exterior building entrance doors, exterior exit Attached to the door, or attached to a sidelight or the face of the � discharge doors, and exterior roof access building, not more than 12 inches (305 mm) horizontal) from the latch z z = z z DESIGNATION FOR STRUCTURAL system; and _ COMPONENTS THAT ARE OF (b.) structural components that utilize Solid plate web members. doors to a stairwa g y 9 W W W W y side of the door jamb, and not less than 42 inches (1067 mm) nor more m � TRUSS CONSTRUCTION than 60 inches (I 24 mm) above the adjoining walking surface. 0 0 0 0 0 _o "F" FLOOR FRAMING, INCLUDING 1264.4 Identification of truss type construction. `` `` `` `` `` _ GIRDERS AND BEAMS N W W W W W (a) Truss type construction shall be identified by a Sign or signs in accordance,with the provisions of this?art. Multiple contiguous exterior building entrance or Attached at each end of the row of doors and at a maximum horizontal ti H N N "R" ROOF FRAMING _ I"FR"I FLOOR AND ROOF FRAMING (b) Signs shall be affixed where a building or a portion thereof is classified as Croup A, B, E, F, H, I, M, or �occupancy, exit discharge doors distance of 12 feet (3.65M) between signs, and not less than 42 inches and in hotels and motels cla55ified as Group R-I or R-2 occupancy, in occcrdo with the provisions for tht (1067 mm) nor more than 60 inches (1524 mm) above the adjoining r` Ln LOu7LO classification of buildings set forth in Ghapter 3 of the Building Godo of New Yc~k State (see la NYGRR Port1221) walkin surface. > "' \ CO Q Fire Department hose connections Attached to the face of the building, not more than 12 inches (305 mm) N (c) Signs shall be provided in newly constructed buildings that utilize truss type construction and in existing builling where o 0 0 0 0 TRUSSIDENTIFICATION SIGN an addition that extends or increases the floor area of the building utilizes truss type construction. 5ign5 5hollge horizontally from the center line of the fire department hose connection, affixed prior the 155uonce of a certificate of occupancy or a certificate of comolionce. and not less than 42 inches (1067 mm) nor more than 60 inches (1524 mm) o COMPLIANCE WITH 19NYCRR PART 1264 above the adolning walking surface z N�rroB (d) 5ign5 identifying the existence of truss construction Shall consist of a circle Inches (152.4 mm) in diameter,Uith ci SEAL: Stroke width of 1/2 inch (12.7 mm). The Sign background Shall be reflective whiteir color. The circle and content55hall be reflective in red in color, conforming to Pontone matching System (PM5) #187.4eo a sign iS directly applied tca door CODES DIVISION or sidelight, It may be a permanent non-fading Sticker or decal. 519ns not directly applied to doors or sidelight; shall EXAMPLE TRUSS IDENTIFICATION SIGN DATE:03/08/2005 be of sturdy, non-fading, weather resistant material. ` ALLOWABLE HOLES - TJI® Joists 6�/1o. NEW FORK STATE DEPARTMENT OF STATE of DIVISION O E CODE ENFORCEMENT 4" VENT THRu ROOF No field cut holes Do not cut holes larger than No fleldcut holes in IT IS A VIOLATION OF 0 ANY PERSON, atched Zone UNLESS ACTING UNDER THE DIRECTION OF A in See J L eooF hatched ZO"e 1'/z"in cantilever h SeaLICENSED ARCHITECT, TO ALTER AN ITEM IN ANY WAY. [)EPMWENT of sTATE AND ADMINISTRATION C'.e=18 e See table e PROJECT TITLE: MASTER � _ O " Maintain adequate BATHROOM — BATHROOM b _ _ � b distance from bearings T ' LAUNDRY DI 2xD2 D2 L2 2x! LI PROPOSED II ,f b" minimum 4also applies minimum tI`C� il HOUSE r I 11 1/2 I i/2 1 1 I/2 I to W holes) I 2"1 2"I I I I I LA 12 I WA5HER W hole In be cut LAV. LA I arq4we In web outside 1 1 12" 1 2"I hatchedarea. TUBI I 1 I I I 2„ Minimum Distance from Inside Face of Any Support to Nearest Edge of Hole Cut holes with care and FOR OVER SH211 I"I G I r 2" 5HOkER For other load conditions or hole configurations not Included In this table,refer to in the joist web only II I 2ND FLOOR TJ-Beam# software or contact your Trus Joist representative. S TAR KI E 2.. 2.. 511 2" JOIST TJI®/ProTM ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE RESIDENCE 1 II I DEPTH 2" 3" 4" 5" 8%" 7" 8%" 9" 10'/a" 12" 2" 3" 4" 5" 6Y," 7" 8%11 9" 10%" 12" G.O. ?? ?? G.O. 130 I'-0' I'-0" I'$' 2'-0' 3'-0' 31-6' 51-0' 51-6' V-6' I'-0' 2'-0" 3'-0' 4'-0" b'-0' -i'-b' 10'-0• l0'-0" II'-b" 1 250 I'-0' 1'-0' I'-0• I'-0' 3'-0' 4'-0' b'-b' T-0" 10-0' I'-0' I'-0' 2-0' 4'-b• T-0' 8'-6' 10'-b` 10'-6' 12-0- 350 1-0' V-0' P-0' 7-6 4'-0- 5'-0' T-6- V-0- II'-0- I'-0' LON 3'-0 V-0M l�-b' a-0N 10'-6- IIS-0. 12-0' 14' 550 I-0 1-0 2-0 V-615-6 6-6 8-6 9-0 12-0 2-6 4-0 5-6 T-0 q-0 101-001121-0111 12-0 131-011AT �4" 1000 I'-0' 1'-0" I'-0' I'-0' 2'-0' 21-6' 3'-b' 4'-0' 1'-0' I'-0' I'-0' 2'-0' 3'-0. 4'-0' S'-0" T-0" T-.6- W-0-17— GREATROOM_ _ 3ooc I'-0' I'-0` I'-b" 2'-b" 3'-b' 4'-0' 5'-b' b'-O" l0'-0' I'-0• I'-b" Y-0' 4'-0" 5'-6' T-V W-b• lo'-0` II'-b• 1750 Sterling Rd _ KITCHEN 1 — _ _ 4000 I'-0` I'-0" I'-b' 3'-0" 4'-b' 5'-0' Cutchogue, NY 11935"t'-0' 8'-0" II'-0' 2'-0' 3'-b" 4'-b' b'-O" 8'-0' 4'-b` II'-0" II'-O" 12'-0" I � LAUNDRYROOM BATHROOM _ — _ r Leave Y8" web at top and bottom of hole. DO NOT cut joist flanges. r I i I I i i i • Table is based on uniform load tables In current design literature. 1 I I I I I/2 I For simple span (5 foot minimum) uniformly loaded Joists not requiring commercial concentrated loads,one maximum size round hole may be 1 11 1/2" I I located at the center of the joist span provided no other holes occur in the joist. TOWN OF SOUTHOLD II I/2" 1 II I/2" I 2"1 1 I L D15HWA5HER I ( WASHER L V. 5 t I >;vNKE I „i 51�P ' ALLOWABLE HOLES - Beams and Headers SUFFOLK COUNTY, NEW YORK FAI - — —— i 12 � 2 TAX MAP: 1000-96-03-02.1 12" 2" 1 2" 2" 2x diameter of the largest hole (minimum) 5H 1 R 2 W.G 211 G. I5T FLOORdd DRAWN BY: SAF o O A�9wed hole 1 2" 3 no o 0 3 0 V o o FILE NO.: HOUSE 1 n I G.O. TRAP I span Allowed hole Y3?? LP R 0 J. NO.: 10715 1/4" PER FEET MIN. PITCH Cut only round holes and only in the center of beam ROUND HOLE CHART DWG. NO.: BASEMENT BEAM DEPTH MAXIMUM ROUND HOLE SIZE For uniformly loaded beams only. 49/b" IN • Rectangular holes are not allowed. A -12 PLUMBING RISER %" INV " " • Holes In cantilevers require additional analysis. TRUSS SIGN PLUMBING RISER TO APPROVED7Y4 to 2 SANITARY 5Y5TEM SeetrationforAllowedHoleZone AND DETAILS N.T.S. ' DWG. TITLE: