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Home My WebLink About41983-Z gUFF04019,, Town of Southold 6/15/2018 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39711 Date: 6/15/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 125 Willis Creek Dr,Mattituck SCTM#: 473889 Sec/Block/Lot: 115.-17-17.17 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/31/2017 pursuant to which Building Permit No. 41983 dated 9/20/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: alterations and additions, including covered entry, covered porch, screened porch, slate patio and attached garage to an existing one family dwelling as applied for. The certificate is issued to Pohmer,Thomas&Susan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0019 6/11/2018 ELECTRICAL CERTIFICATE NO. 41983 5/23/2018 PLUMBERS CERTIFICATION DATED 5/8/2018 NBr Piecu A tho ' Signature o�g TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41983 Date: 9/20/2017 Permission is hereby granted to: Pohmer, Thomas & Susan 159 Brompton Rd Garden City, NY 11530 To: construct additions and alterations to an existing single family dwelling as applied for per SCHD. At premises located at: 125 Willis Creek Dr, Mattituck SCTM #473889 Sec/Block/Lot# 115.-17-17.17 Pursuant to application dated 8/31/2017 and approved by the Building Inspector. To expire on 3/22/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,652.00 CO -ADDITION TO DWELLING $50.00 1: $1,702.00 Building Inspector 1 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate,of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. AA,YJ pzan New Construction: Old or Pre-existing Building: � (check one) Location of Property: �L''J WI � lam`)c t)0\13 House No. Street �j Hamlet Owner or Owners of Property: iM Cho . Suffolk County Tax Map `No 1000, Section i t�j Block Lot Subdivision � � V t�1 -M C _ Filed Map.,,1 Lot: A'AcqV1,1910`( Permit No. Date of Permit. Applicant: ��r— WWJ�Q, Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 50 Applicant Signature pF SOU�y®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 G iQ roger.richert(a)-town.Southold.ny.us Southold,NY 11971-0959 C®Upn� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pohmer Address: 125 Willis Creek Drive city,Mattituck st: New York zip: 11952 Building Permit#: 41983 Section: 115 Block. 17 Lot: 17.17 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 85 Ceiling Fixtures 33 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 11 Wall Fixtures 26 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt 4 Recessed Fixtures 64 CO Detectors Sub Panel A/C Blower 2 Range Recpt 30A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 2-3Q- Emergency FixtureSH Time Clocks Disconnect Switches 100 Twist Lock Exit Fixtures TVSS EJ Other Equipment: 5- Paddle Fans, 2- Bath Fans, 1- Range Hood, 15- ARC Fault Circuit Breakers. Notes: 20 KW Standby Generator with 100A Transfer Switch. Inspector Signature: Date: May 23, 2018 0-Cert Electrical Compliance FormAs SO Town Hall Annex [T!�✓ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 f P.O.Box 1179 ' , E Southold,NY 11971-0959 * DD BUILDING DEPARTMENT ! TOWN OF SOUTHOLD MAY - 7 2018 TOWN OF SOUTHOLD ? CERTIFICATION i i 3 Date: - SIShe - Building-Permit No. F i Owner: PpAMCC (Please print) _.. .Plumber: gmacL recut- (Please print) a 1 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. P (Plumbers Signature)- Sworn to before me thiSI day of 20 s r NOWY D.BUNCH IY ��V► , ry Public, �,yMete of Amy Y No.018U61 Qualified- , Commission eiarr•as lk o un eu 24�10 Notary Public,'s �Ootjrtty, j 1 3 Of SO(/Tyo o�y000N('1,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [A/j UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) n GG'' REMARKS: C�I� W-R DATE INSPECTOR l `� �a SOUTy �o� olo y O 0 , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] _ROUGH PLEIG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA REMARKS: awl( Q� DATE INSPECTOR SO[/ lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R MARKS: ovm, ullA V/ DATE INSPECTOR 0f SOUryo� �ycouto,��' TOWN OF SOUTHOLD BUILDING DEPT. ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� / INSPECTOR t �o�aOF SOUl�,olo �o 0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT CAL (FINAL) REMARKS: &V-L vNo "vi-w '©r✓ p K- S r Dr/ Relmms I- CSA. V� oloil Qin ✓ 1/(,� �� Ov1 � Vn On DATE INSPECTOR ti�� Tyo6 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] 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: 1 S sc ��o✓ -porn �e2, on "s .1 j Ac 4�4 vr4, tw &IIwv iLt/ ' v�•.. Wk f, " pAk." DATE INSPECTOR V* 50Ulyo� # TOWN OF SOUTHOLD BUILDING DEPT. Courm, 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE Z 1 INSPECTOR< J.P. HUNTER ENTERPRISES, INC. BUNTER INSULATION ■ HUNTER HARDWOOD FLOORING 675 Elton Street, Riverhead,NY 11901 (631)283-4120 fax (631)283-4163 X M ) May 9, 2018 D RE: 125 Willis Creek Dr. Mattituck OD MAY 1 0 2018 To Whom It May Concern, TOWN OF SOUTHOLD The above referenced house was insulated as follows: Insulate roof with 5 %" R-38 closed cell foam. Insulate walls with 2" closed cell foam with 3 %" fiberglass R-25. Insulate garage ceiling with 8" R-30 open cell foam. Insulate basement ceiling with 9" R-30 reversed, secured with tigers teeth. +/- 2" foam at beam end and rim joist between floors. +/- 2" foam at beam end and rim joist in basement. Sound deaden all interior walls with mineral fiber. Sound deaden between floors with 6" mineral fiber. Low expansion foam at windows and doors. Fire caulk all penetrations as per code. Sincerely, Kenneth Brauner Building Envelope and Duct Tightness Report 2015 IECC as amended by tID1 6-New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 x - � Address of Test 125 Willis Creek Di Vlattituck.11952 Test Date 5/16/2018 Building Permit#: 41983 JUN 1 4 2018 &ompliance Pathway Performance Test Completed by: Chris Silvia RESNET Rater ID# 4150294 Home Energy Solution BU117 a,MTG Dl+KIT. NATE ID# 187 East Main Street TOWN OF SO OLD ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1St 2797 28456 Sealed Attic 2nd 1634 13074 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 10163 area includes areas where the ceiling height is less than 5 Total Volume L51693 1 ft. CFM @50 pa 14281 Air changes/hr@50 pa Code Compliance: PASS Duct TiEhtness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 2797 Leakage CFM(a;25pa 110 CFM/100 ft2 CFA 3.94 Code Compliance: Pass System-2: Within Condition Space Duct Location Condition Space Floor Area 1634 Leakage CFM @ 25pa N/A CFM/100 fe CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Floor Area Leakage CFM(a,)25pa CFM/100 ft2 CFA Code Compliance: E Pass. 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: Chris Silvia,Home Energy Solutions Building Envelope and Duct Tightness Report 2015 1E, as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 125 Willis Creek Drive,ZLWA44MU Test Date 5/16/2018 Building Permit#: 41983 C� pliance Pathway Performance Test Completed by: Chris Silvia JUN - 7 2018 RESNET Rater ID# 4150294 Home Energy Solution NATE ID# 187 East Main Street BUDDING ADEPT. ICC ID# Huntington,NY-11743 TOWN O1F SOUTHOLD BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check_ if: ❑ Floor Area Volume Conditioned Basement Basement ❑Conditioned Crawl Space 1St 2797 28456 0 Sealed Attic 2nd 1634 13074 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 10163 area includes areas where the ceiling height is less than 5 Total Volume 51693 ft' CFM @50 pa 1428 Air changes/hr@50 pa Code Compliance: PASS Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st-Floor Duct Location Basement ....---------------------- Floor Area 2797 Leakage CFM @ 25pa 110 CFW100 ft?CFA 3.94 Code Compliance: . Pass 4, System-2: Within Condition Space Duct Location Condition Space - ------------------------- Floor Area 1634 Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location ....---------------------- Floor Area Leakage CFM @ 25paC] CFM/100 ftZ CFA Code Compliance:1 Pass 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 tee 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: �� b Chris Silvia,Home Energy Solutions Additional HVAC System System-4: Within Condition Space Duct Location Floor Area 1634 Leakage CFM @ 25pa�] CFM/100 ft'CFA Code Compliance: Pass System-5: Within Condition Space Duct Location ..--------•--------------- Floor Area 0 Leakage CFM @ 25paCFM/100 ft'CFA Code Compliance: Pass System-6: Within Condition Space Duct Location •------------------------- Floor Area 0 Leakage CFM @ 25paCFM/100 ft2 CFA�� Code Compliance: Pass System-7: Within Condition Space Duct Location .......................... Floor Area Leakage CFM @ 25paCFM/100 ft'CFA Code Compliance: Pass System-8: Within Condition Space Duct Location •------------------------- Floor Area Leakage CFM @ 25paCFM/100 ft2 CFA�� Code Compliance: Pass System-9: Within Condition Space, Duct Location -------------------------- Floor Area Leakage CFM @ 25pa�� CFM/100 ft2 CFA Code Compliance:1 Pass 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: Chris Silvia,Home Energy Solutions �l' �� 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 125 Willis Creek Drive,Mattituck 11952 Test Date 5/16/2018 Building Permit#: 41983 Compliance Pathway Performance Test Completed by: Chris Silvia RESNET Rater ID# 4150294 Home Energy Solution NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tig=htness Volume Calculation : Check if: Floor Area Volume ❑Conditioned Basement Basement ❑Conditioned Crawl Space 1St 2797 28456 Sealed Attic 2nd 1634 13074 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 10163 area includes areas where the ceiling height is less than 5 Total Volume I 51693 ft' CFM(a,)50 pa 1428 Air changes/hr@50 pa Code Compliance: - PASS Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement Floor Area 2797 Leakage CFM(a7 25pa 110 CFM/100 ft2 CFA 3.94 Code Compliance: Pass System-2: Within Condition Space Duct Location Condition Space Floor Area 1634 Leakage CFM @ 25pa N/A CFM/100 fe CFA N/A Code Compliance: Ezempt System-2: Within Condition Space Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ft'CFA Code Compliance: Pass 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: Chris Silvia,Home Energy Solutions : ,w;A -�A r11 ILC,.. NO SAL Iwwr NO �► - cr - ti Wool �.�r � _ . rte_ ► �,� r . P-M ' 272 Avion 1 : IIM W, � _. Y�.. .w Win... . . •.. � •- UPW M,. 1J • b� e��Y '`�•+moi►}i;rt`�' . _ � _ � w� F5 PIi� ` w wr�:.,: :."'_ q lid I!dSa�i�� 11 • r� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631)765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined U ,20 Single&Separate Truss IdentifikIation Form Storm-Water Assessment Forme 1 � Contact: Approved ,20 ` Mail to: Disapproved a/c 1.1 a.fzW a 1. M Phone: R`�� ,Sfj-- 'j Expiration Building Inspector A U 6 3 1 2017 ID FOR BUILDING PERMIT BUMDING DEPT- Date A� 2:11 ,20LL TOWN OF SOUTHOLD INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining preTses or public streets or areas,and waterways. I c.The work covered by this application may not be commenced before issuance of Building Pehnit. 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 extensi n 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 Buildin Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable L ws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as Derain 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. ) alL Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee,agen 'chitect engineer,general contractor, electrician,plumber or builder Name of owner of premises 1+Nvv (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and titleof corporate,officer) Builders License No.- Plumbers ' Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I'LL' Wbt u. Z,� 2t�1� -n,�� House Number Street Hamlet County Tax Map No. 1000 Section Block 1-1 Lot M,�1 Subdivisiony t1au A- b6,�Na-g�ALk.�Filed Map No.62-1-1-1 Lot /,CA 4. /L1)I79-1 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy S > UAVVN i b. Intended use and occupancy wo, q 1 ' Gi'4a' �tK&Xaa' e2e4,g 3. Nature of work(check which applicable):New Building Addition Alteration_ Repair Removal Demolition Other Work �_ (Description) 4. Estimated Cosi 4 �.�a � 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 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions o existing structures,if any:Front 1'�� Rear �1 i Depth Height T`� Number of Stories Dimensions of same structure with alteratiRear--""i:_or additions: Front ` r s =° °�' ' ' .1; ' ; ; ; , ;, t Depth �G�'�fv� Height .9I Number of 15foii6s 8. Dimensions of entire new construction:Front Rear Depth Height r^y, �•�g a Number of Stories 4 9. Size of lot: Front Rr- Depth 10. Date of Purchase ( Name of Former Owner ? I� 11. Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X, Seat.hirv�.�t� 13.Will lot be re-graded?YES NO,KWill excess fill be removed from premises?YES.X, NO 14.Names of Owner of premises p4mmg-u2 Address CUV- 4CXV 111, ,1�k15�Phone No�� Name of Architect Address 2A '►�%10L%o Phone N &b '75 - s Name of Contractor 499'h fy9-V-W4J0Wd(z�� Address Ka ,148.1 Phone No.-(GSL)e0 '--I ,Ao 5aWT4j.VC0 NWIRIt 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? *YES NOS * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO *IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) wkag� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D. BUNCH i� Notary Public,State of New York (S)He is the "'\ t N__o.O1 BU6185050 (Contractor,Agent,Corporate Officer,etc.) Commission Expires April 14,2b.4..0 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 thi ,316-1— day of 01 20 Notary Public Signature of App ' nt r • Scott A. Russell �° �� ST01R.MWATE K SUPERVISOR IMIANAcG IEMIE1`,T SOUTHOLD TOWN HALL-P.O.Box 1179 0 m 53095 Main Road "E,FOLD,NEW YORK 11971 C� Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT ) DOES TIfIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLIn 021 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. EIEL B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. 019 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [:]RT D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑�, E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. *: APPLICANT: (Property Owner,Design Professional, 1000 Date: ional,Agent.Contractor,Other) aDtstrict � ^-� NAME i a Sect ton Block Lot FOR BUILDING DEPARTMENT USE ONLY Coniact.lnformauom rr'J"t,,-,r N-b". Revicwed By.JO ' Date: Property Address/Location of Construction Work: i — — — — — — — — — — — — — — — — — 1 Approved for processing Building Permit. t,�,� �e-W�-� ❑ Stoimlvater Management Control Plan Not Required. MStormwater Management Control Plan is Required. (Forwaid to Engineering Department for Review) FORM * SMCP-TOS MAY 2014 APPLK ANT. ��'®i��•�,> S.C.,r.m.j, 1000 CHAPTER 236 (Property Owner,Design Professionah Agent,Contractor,Other) --lsZu� Z., lL� � ��ol� Stormwater Management Control Plan CHECK LIST 'o,- \AIfiiScrtum ilnc4: Lot +. +T,• S M C P -Plan Reyunenlcnls Provide OT\C cop) of the 13urlding Permit Application. Date!:-, * The applicant must provide a Complete Explanation and/or'Reason for not providing 0" all information that has been Required by the follol\inn Checklist! I. A Site Plan drawn to scale Not Less that G0' to the inch MUS-r It' You answered No or NA to any Item, Please Provide Justification Here! YE NO NA if you need additional room for ex lanations, Please Provide additional cr.Pa show all of the following items: y p P a, Location & Description of Property Boundaries h. Total Site Acreage. c. Eat„ting - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-17tCY21 110gsra.%niff d. "fest I lo le Data Indicating Soil Characteristics&Depth to Ground Wa(cr• e. Limits of Clearing & Area of Proposed Land Disturbance. i.i sin iV ” wp {5 F v f. Exisltng& Proposed Contours of the Site WItnintum Z Inte-vil-) g. Location of all existing& proposed sh•uetures, roads, 1, "ID drive4%ays,sidewalks, drainage improvements& utilities. 4NLA SS `('l 2XI h. Spot Grades& Finish Floor Elevations for all existing& O �, proposed structures. I. Location of proposed Swimming Pool and discharge ring. I=XV5U& Gwln(AlVLIJ 1iz)c-VIC, "9-16 1 p_qllpl 1. Location of proposed Soil Stockpile Area(s). k. Location of proposed Com ti uction Entrance/Staging Area(s). EROSION &SEDIMENT CONTROLS 1. Location of proposed concrete washout area(s). 0Shall 6nrlijdp but not be limited to- r-'" I--,f-I r7 r% 7[� T11. Location of all proposed crotiton&sediment control measwes. 1 1��11\Y' 2. Stormwater Management Control Platt must include Calculations sl7mling ' that Ille stor ill\later lillpro%cmcnt,�are shed to capture,stoic,and infiltrate , on-site the run-ol f front all ill tlxrviou�surfaces generated by a Iwo(21 inch rainfall/storm event. 3. Details&Scclrnnal Uramngs Inrtilornrt•atcr prachcesatc required for approval. items requiring details shall include but not be limited to: PEARE RE FI7l Dr-,''G DI TT. a Erosion &Sediment Controls. Contact TOS Engineering at 765-1560 TOWN OF SOU OLD b. Construction Entrance& Site Access. Backfill, OR Provide c. Inlet Drainage Sh•ucture,, (e.g catch hasrrn,tench(h•aun,etc.) 0 that the dr d, Leaching —.1Structures (e.q utfiltiaton hasm,3,hwaln,etc.) NZ E FOR ENGINERI DEPARTMENT USE ONLY Additional information is Required. I !! Re\sewed & Stormwater Management Control Plan is Not Complete. Approved13� — — — — — — — — — — — — — — — — — — — — — — — — — � ,1. 1 Stormwater Management Control Plan is Complete. l ;!f pate; 17 SMCP has been approved by the Engineering Department.11, FORM SWC11 Teck List -TOS MAY 201 a — Af SOpjyp Town Hall Annex 411 Telephone(631)765-1802 54375 Main Road y m�'ax(631)765- 5�2� P.O.Box 1179 • �Q roger.richert((U_tOwn.sout o .ny.us Southold,NY 11971-0959 Ql�CO 0NN, BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ISE�TI� Date: Company Name: Alv"% Name: - - _-- - - - License No.: -34091 - V Address: 13ao 166-lJQVI(S 9D o r�1otr Phone No.: &31 - '7 Ly- 'Jy' JOBSITE INFORMATION: (*Indicates required information) *Name: TOM -+- �s &2 I D 14r1E/Z *Address: LIS�.O/I Lc/,S Ce. D Q /-1,4r'l7-uc(C *Cross Street: *Phone No.: Permit No.: 1 _ Tax Map District: 1000 Section: Block: Lot: IT-7. 117 *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed] *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION \ J� 82-Request for Inspection Form �� Town Hall Annex ® Gy Telephone(631)765-1802 54375 Main RoadaC* Fax(631)765-9502 P.O. Box 1179 tax Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE.�CQNSTRUCTION. PRE-ENGINEERED,_ - - WOOD CONSTRUCTION ANbh0I;TIMBER CONSTRUCTION - Date: Owner: Location of Property: _ -�J � � \�� fVY Kb T, Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential tructure Rehabilitation to an existing commercial o residential tructure to be constructed or performed at the subject property reference a ove 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): I5; T UqvP,— 'b11 tel— Floor framing, including girders and beams (F) � ,� ' L Roof framing (R) Floor and roof framing (FR) P Its yrs� 1�9L_ Signature: Name (person submitting this form): Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 � . ! �^s \ � . ■ & � | � � � � f � r . � . . \. ~ 4k « � -21 , � . . 2 ® � � / • : i I I j �� i ` , i i � � — — — � �� a � A i � i � — _ _ �� _�_ I j a a ,. V } — — - FR a �1_��-f I __ -- i , ^.. a { *! j � I y. i � I f � ,�j6;Awl 1^.' 4 .. —. r �,,. �� k. •� "► •� f 1 .K`� tit !K. �' �h. .. :. f � -'1 .3� - � �. 01 CF 380 CF :f/Ft of Height x-`17.76 R= 40. 00' L= 59. 78' X16.2 �5 QJ ,b'y k,�6 51 X680 �G +16.4 X x NG. C0' tib,06, �p 60 X X ,?� � 0�1 • =" ��,, y gid' AIV �� 6 LOT J v xX �G X x+16.6 x+16.5 ' \ Existing Curb Cut s p Q to be "Construction +15.0' TOP SOIL Entrance" E STOCKPILE EXPAND - . � NEW BELGI '�, t 16. BLUESTONE ; } NEW, B APRON NEW BELGIUM DRIVEWAY DR#3,- X BLOCK CURBING ` ^ - +15.4 ,' ` -ac - t16.0 %+,16. +15. i r' Existing Driveway `� p r ; - '--Existing Qp4veway " s\ "Staging to be Staging F` ,DR#1`'----''- . b" �. , , � „ � � Area Area i �,� EXISTING Off, EXISTING Q AIW BEL( ' -BLUESTONE •' v�� BLUESTONE ��` BLOCK Cl EXP- D i ,,_,;• ,;,., 15.¢ , DRIVEWAY +15. _,;,,_,_.1,y',.;,;,_ ��\ DRIVEWAY ":"+16.1 V BLU STONE \ DRI WAY / / .,-,,,•,,,`,.,•,,,•,:,.,„ X '` `'r ;' / / v /r;,•,_,„�:,;__;,;,s,,;•,:�,., +16.7 Q � 1 5' /' 15.7 , ' ,,.;,. c;;,,:,, "s, k , c� / NEW BLUESTONE Uj15MAO- •„�•,_„ '•� PAVERS & STOOP ;;.,,,,,_,,,,;,„„:,_,,,,.,,,; REMOVE 16.)x - � +14.4 ,• -- __ 16.0 4, G ;'•. Exp.; �r/'�',p 1 P + -::,,,;;c;,,, .,;.;.;;.,,.,,., C� d-'SDR# ,' ,Y 15.7 - / s�p �rO Y°'�ti' t �P 5P�( �0, 1 x LP �A00 Z.1 _ �x m F om t Setba ...... ,;ti(Ewst}119) I O,% �' P�`•' G� `\ :: l` v11 �SPmehtj ageck' Remov'e E xl�i in , x 6 j I Sept<INank ,9- F� �� CO 'C\RETE m 73,511, � 5�% „Q�,�O..�� P�\ WASHOUT o Gj �'.�� Q UNDER/ f NewG . . . . . PATIO 1500 Gal6 . - �' `c, Q• ,X16. 1 ; Septic Tank - - �, �O• • •'•' ' ' .1.1 IA a ; I +15.5X61 +17.1 a OCG .,y.,,,,., CN 1 1 Exp. 'I OF Q %,,.;� O• r . . .'.'.' .'/ �, 0040 v `- i i i �.OJ�\�\G�t' ',.Qtc- •.• OO ,>GQ'�' ;, �,p s0 1 I + i Q��P OJo i +16.5 '' +1Z2 9'p 'O, ti 1 I +15.5 i x+16.7 G ::.. EXISTING X-- X O 1 WATER LINE I ,\ (FRONT YARD) 1 I , �� •� s;�/-\�,`\AQP �� O\.< +15.4 ,�� +16. LLJ LLI i Y>` `' +17.2 O I x+14.8 Lo +17.2 ' I ------- r, o j p,� I I� l�a•sr:._ .":_`i,,:,> EXISTING ii �'' `;' <D I� II +14; ELECTRIC `�� E?C15T:Ifi+I , G IST`. . !YT<C?R , x:51-:t'4 ✓��-Y .u;'L^._. OR :EX2 EX.IT:IlG 2 .,.. .:,>.,,.,... r.4... I' MIN. t 2' MAX. 'LO:C,KI;NCs.C`A5T .}' g A:R:4NCz ; ,z. ."•�, . CONCRETE ''' IRD.N :C:UVER.:„;:, :5'j DEPTH CHIMNEY 'TO' G.R°�4D bN APPROVED _, r:;`„ . CONCRETE I�uny�1 PIPE, 1/4 PER FT. h± COVER -MIN. PITCH :� MINs,;:PITCH: - - oz ~;':<, FLOW DEPT 1,�. BAFFLE ;; ,. L.E , f: I , :r 3 SEP v TIC I, I Q 1,, :.. rr bM ,�):: TANK �> .w,:. �� :.., �o-��::r• 1�#p'O° :5:-. (1500 GAL..) 0�y � ,L; '7'R k:.x' (i;,r %9�' "`-'.�:•.s + < =• ':E�pyo _�,�._ .” ..,j :. ,� l.' , tt. :F 'i ✓ ^.std -V'., ^t � F�aa4{}+,% ,^I';9 PPP -'z� �'•r.:,'..' `'�,� ;,• uD;WATE2':': __J DRAWING TITLE:� • . - �-: �� I~ASC?'N° _ _. ter,.:: ——— ,—^ p c� G' —: . 4 � fir.•... "_f l:e� is•},•.,•i�4�'• _ `.4 i -.i y.Y`...4.p. � T y _ ,., ..::aw SITE PLAN \- is 2'51•- '^f� ARY, SYSTEM` FOR 6-4 BEDROOM HOUSE<'N;=iU71=XISTINC:"^SANIT' _ ,,•-bin :� . -«..^aw..• -- NEW "1500:CiAL. BE TANK `(Remove Existing 10`00 Gal. Tank) EXISTING'''3;Q;0 S.F SIDEWALL="AREA OF LEACHING POOLS #I ( 42 t fP0,0;LS:;.B :DEEP-9•NEED ARCHITECT CERTIFICATION) .' 'NEW.`LI=ACHING;f',OOL::,#"TO' INCREASE SIDEWALL AREA TO 400 SF (I'''i?OOL :8Iz z;�6'. DEEP) MEET'"aLL,SrC:.'b'EPT.<'OF HEALTH SERVICES REGULATIONS. JOB: NOTE: - POHMER SEPzTfC- ;TANK ``Gi2EATER THAN:. '15' RESIDENCE FROM:SURFACE"WATER LEA'CWING,,POOLS GREATER THAN 100' FROM' SURFACE WATERS 125 WILLIS CREEK DRIVE EROSION &SEDIMENT CONTROLS MATTITUCK, NY X, Shall include but not be limited to: s A well maintained Construction Entrance TOWN SOUTH : ° Wire Backed Silt fencing, stabilization & SCTMtt- 1 1000-115=1 ;=1'i x's Seeding of exposed and/or inactive soils. ARCHITECT: 3 PROPERTY OWNER: THOMAS $ SUSAN POHME&AINAGE INSPECTIONS ARE REQUIRED FREDERICK R. WEB MATTITUCK Engineering 41 EAST MAPLE RC Contact TOS En ineerin at 765-1560 before GREENLAWN, NY II1 TOWN OF SOUTHOLD Backfill,OR Provide Engineer's Certification SUFFOLK COUNTY. NEW YORK that the drainage has been installed to Code 52 NOYAC PATH { SURVEY INFORMATION: WATER MILL, NY 119' NATHAN CORWIN, LAND SURVEYOR TEL L31 X54-51551 JAMESPORT, NY SURVEYED: NOVEMBER 8, 2016 rweberarchitect®yahoo. LOT #20, "HARBOR VIEW AT MATTITUCK", SEAL: FILED IN THE SUFFOLK -COUNTY CLERKS OFFICE 11K RC' ON AUGUST 21, 1981 AS FILE No. 8377. ��J �`GK �' fi� T SCTM# 1000-115-11-1'1.11 U. ,Ti LOT AREA: 42,298 S.F. (0.911 ACRES) ZONING: AC (NON—CONFORMING LOT— 40,000 to 59,999 SF) 4l�� '�� YARDS: (PRINCIPAL) FRONT 50' AUG 28, 2C SIDE (ONE): 20' MAY 15, 201 SIDE (BOTH): 40' APRIL 18, 2 REAR: 60' APRIL L, 21 HEIGHT (MAX.): 35', (2 1/2) STORIES REV,; MAR 10, 2( LOT COVERAGE (MAX.): 209 APPROVAL OF STORMWATER MANAGEME Nr COWROPLA -To Code r 36 DATE: JAN 30, 2 Date:-� e NORTH SCALE: I" = 2C LOT COVERAGE: Approved by: — JOB NO: W2014C EXISTING HOU5E/GARAGE: 2658 S GARAGE/MUOROOM' ADDITION: 650 S MASTER BATH ADDITION 104 SF DRAWING NO. EXISTING FRONT DECK: 253 SF REAR SCREEN PORCH: 650 SF (Partial Pre—Existing Rear Deck) FRONT DECK ADDITION: 54 SF EXISTING SWIMMING POOL: 1100 SF TC L AREA: 5469 SF LC , COVERAGE: 12.9 OF A R=40.00 INVERT 8 HOUSE I'NCRE2' MAX LOCKING CAST TRAFFIC EL +14.3 CHIMNEY DEPTH IRON COVER BEARING L=59.78' EL /-fR GRADE SLAB EL +IS-1 (t) TEST HOLE DATA o�F 0�10 Tc +16Z 4"0 APPROVED J Tc PIPE, I/4" PER FT. 4"� APPROVED (Subdivision Test Hole Ik3) �5Q y 6y, xis rG0� MIN. PITCH :q PIPE, I/8," PER FT. CONCRETE `J5 16y x1 �O SF INVERT �y MIN. PITCH COVER x 40 +164 S - i LOAM x X A��`�i�C EL +13.8 FLOW DEPT m INVERT C' BAFFLE EL +13.3 'INVERT ' 5.0' mac, 4- SEPTIC D, SEL +130 (3) LEACHING '3i x� FpJ TANK in POOLS I, 2 fl 3 �r y� ^ +156 > (ISOO GA .) 13' MIN. SAND (400 S.F) I 46 x1 QJ` ' % °�' ICOLLAR I EL 12.5' WATER x x x v J XX+166 x+165 � i 3' (MIN.) TO HIGH IEL +4,0 SEASONAL GROUNDWATER I --------------------------J a � +15.01 s (Additional Test Holes J`'� X O GROUNDWATER BELOW I, 2, 4 t 5 on Fife) 1g1 LOT 20 ;" :-16 �� PROPOSED SANITARY 5Y5TEN AllyA6 +14 xDR#3,' NEW SANITARY SYSTEM FOR 5-L BEDROOM HOUSE +154 ---X:1 -b �; j� NEW 1500 GAL SEPTIC TANK (Remove Ewsting 1000 Gal. Tank) ----- +16 0 -xt16 0 rAG iC�l+ OG �j dli �,��Ii� NEW LEACHING POOLS 91, 92 t #3 TO CREATE SIDEWALL AREA 1 C. +;," SF (3 P001-5 V I x 4' !DEEr1 C4, c ryvl� (NOTE, LP ^l r LP 42 IN EXISTING LOCATIONS) - +17.0 MEET ALL S.0 DEPT. OF HEALTH SERVICES REGULATIONS PROPOSED _ Q INCLUDING ABANDONMENT OF EXISTING SANITARY SYSTEM a x 15'¢ DRIVEWAY t15 ' T PROPOSED X� /sT X tiV m ?X '�F-' `_v,- ! .` DRIVEWAY +16 1'. -9j Q 'PFF SEPTIC TANK GREATER THAN 15' FROM SURFACE WATER m 5 157 -x+16.7 C LEACHING POOLS GREATER THAN 100' W O FROM SURFACE WATERS 1 +15. �' ;DR#21 'i+=. ,.: --- ` `. X ,' = ir' = z +144 -'- ' _- _ NOTES Exp-' 16.0 =;,.- t,_ __ k` __ ". +is 3 � p , + _ _ ,_ pR#q 1. ELEVATIONS ARE REFERENCED TO N A.V.D 1988 DATUM 35c v r__• ,;�.' 7iJ, EXISTING ELEVATIONS ARE SHOWN THUS:+xxx -2 j4-15 x 1'LP'2 +1.7160 y0 .off ,h•' +16.2 v� FFL _ FIRST FLOOR CFL. GARAGE FLOOR a 2 a U�eet6acE J t(Neu) TC TOP S ,1 10,•' ��Cr +17 1 BC - BOTTOM OF CURB O w mentJ 89e !LPI "t 1 Remo,✓e +, e - j '•l�em)Y1 Ex mg Q� �, X J �X SepttxYenk +161n. �J SUFFOLK COUNT'a ®i�A21 �% 3T OF HEALTH eS.wrr:o V(CE950G IPNei ; — ' o, +1eSeptic i ank PuMI T rOR APPROVw,L OF CO S T RUCTIOM FOR A +155 �I16.. X �? I ; /17.1 +16.3 /`�,� S1111C,L2^.. 6�,r MIL;'R CI1;, ,`�' ilCs`�,-. 0i I:f c :Exp o0 0 % X+,S o ' APR 20�� 0 00 v '� ;+ 7-00 16.5 '.00 �O +172 �\ yDATr — 1" ter, avP, 1_Y� ~ X+155 ice/ 1 0 +157 6`-d1'�°aaliovED EXISTING a• _ X OO g X+16.7 +17 �� 'GROSS FLOOR AREAS: { WATER LINE —--, !DR#5j O I FOR' t4'�r.f i:i tii 01 ----- Qo0 1 EXISTING IST FLOOR: 105 SF =s00��:a G NEW IST FLOOR- APPROVAL23 +15 ,i � 1» Rs' / L9c �!e A r Z c: w +`GQO�1 Q ��G P�F�1 TOTAL IST FLOOR �i t r is f"i?, ib� �o!r Or" W 583 SF a Q X+154 �� \� �\y �QP�1a \O O�yQJ�G�� NEW 21ND NG FLOOR•2NDOOR: 1061 SF +16. LJ �QpJ `JyF 0 TOTAL 2ND FLOOR 1644 5F +14 8 Q X +17.2 In PROPERTY OWNER: Q � � THOMAS It SUSAN POHM ER - +172 Es1Ncp 125 WILLI5 CREEK DRIVE +14.{r-ELECTRIC l� MATTITUCK N jF METER y ' `.<' TOWN OF SOUTHOLD Abandonment of existing sanitary system must be in . a � 1�il�' SUFFOLK COUNTY, NEW YORK z + Z ;, I +15. c_ ��R 5'URVEY INFORMATION conformance with department requirement Submit NATHAN CORWIN. LAND SURVEYOR D x D o O +12.9 = JAMESPORT, NY completed form NVV,[M-- as proof. 3�=> SURVEYED: NOVEMBER B. 2016 N RE WED '; S 88 1510" W DWELLING ��o� y LOT U20, "HARBOR VIEW AT MATTITUCK", (USES PUBLIC WATER) y NORTH FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ` FREDERICK WEBER, ARCHITECT SITE PLAN ON AUGUST 21, 1981 AS FILE No. 831M MAR 1 2017 LOT 19 -41 EAST MAPLE ROAD SCTM# loop-N5-17-n.n 031E X54 5555NY 1140 LOT AREA: 42.298 S.F (0.911 ACRES) StJFF: 30s HEALTH SERVICES FEBRUARY 13, 2017 SCDHS STAMP 4" ,'a > � ��MGMRevised: MARCH 10, 2011 �J I 9' Ceiling Height `�° I l �' Ceihn� Height - -----_-_--_-_--_- -- ----- ---- -- - _ --e -- 6'-0." ► `� 3'-8" 4" 3'-� -------° °O ---�'-Ceiling Height - -- `;° - Drop Hdr. 8' Ceiling Height Qr L 1 — _ — _ — M Compartm nt New _ - Ne „ - 1. _ ---- 20 PA RY Oaf Bench r COATS 16,E New ------- -- -- -- 28,� CL. Cabinets/1 O I Sln _ •boor 10" Wet Bar ;Pef.NNew>�� MUDROOM �Lv Piles/cabinetsaor I�'-0" M2811 „ ew ° _� 5'-8 1. ------�1_Q1�-0---------- 1,\ itI IREAR HALL - cv oor `* -------- ---- - -- - 30 28” 501 -------- ----- Above �� Step Door Hanging Doo oor I cb II 48 in, elf- Sink, y i New Sn Closng re D or j I �� 1 POWDER L- ".D Will 1 4#-10$1 411 I I j \ l oo (Prgnt {� I h I I Load) Existing )ge" I I " New 1 3 STUDY GARAGE �� In I -'{ New P. Canc. Slab - � (2) 28 W/ 6'1xV 10/10 WWM �� µ �'' `� j I �-- - -•- -- -� Doors I Pitch! to Overhead 6 a'-O" C '-G" ,4C 2 -0�' Door 5/8„1 Type „X„ GWB on Glarage Walls a Cig I I '° moi I I I (Seall from House) I in Hosel c11 I Bib AboveCID ----------- a-- I ————————————— o I ` I 4'-10 1/2” 2'-10" 3' T-10" 4'-10 1/2" y i A I � I 911 /111 SURVEY OF LOT 20 MAP OF HARBOR VIEW AT MATTITUCK FILE No. 8377 FILED AUGUST 21, 1987 SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK xLZZ¢ S.C. TAX No. 1000-115- 17- 17. 17 SCALE 1 "=30' F NOVEMBER 8, 2016 R=40.00' 0 7, L=59.78' 1� rc AREA = 42,298 sq. ft . Tc 0.971 �y '(G 16.4 CER TIFIED TO: N THOMAS P. POHMER SUSAN K. POHMER 9 0 Q3 QJ x 4� .. • // x16.6 x16.5 X • J� 5.0// \ Q LOT 20 \\ 1s.s � rGSFsO� c All A F n �° / • ` 16.z tiGe�•��/•j, NOTES: / p 15.4 16.0 \\ CO2(�y S roG C ...• 'D. .i .. �. �/ s �F� mGc�� 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM / 15.3 ' ►; .• Dr. gLUESTONE DRNEWAY D c\ EXISTING ELEVATIONS ARE SHOWN THUS:xx.x . •. / °y°Ft ��o �9�� y F.FL. - FIRST FLOOR ;' • . '16:2 • p► �. : �'� \\ Z O P�y�V G.FL. -TC - GARAGE FLOOR TOP OF 15.4 D • ' i. yahSTS( jy� BC - BOTTOM OFRCURB V / 15.8 X16.1 ` 9 v C X O�c / . .D° ' x 16.5 �.,jiD .� •% \\ Q.•� J / 15.5 • • •� \ ,(\ 14.4 / L'F e'f'i •e 17.2 17.0 .. ►, is.j y \ / Sc1 16.0 S° 17.2 n° .•i •. �C� \\ W SsA00 �x 16.7 1�0 'rr. 6!. `LO. ��6`J / � � .� \ 112.2 a J r j. •,g 17.1 o _` ss oo°icy $ �P�P� ryo6 \ X _ T 68.7' �J T l\ 1i° q F -� C9P� O. °Q-°J� 76_X \\ AoeP�G *141 x ~ N I 16.3 N I x 1s.s de, G�o• `�� 05 �`°°o �x o �� Cy) �°o Go�� o. a 5�A Io 1.4 x 15.0 \\ O. °GS \\ I 4 16.5 O 1.7,2 \% O \ ~ x 15.5/ 162 F �\ WATER LINE / x M r w W � I w �A � � J 3 J U 3 w X15.4 J N 0 I X142 17.2 XL LO I 14.4 'p, PREPARED IN ACCORDANCE WITH THE MINIMUM 0 I Cq It-ELECTRIC -METER STANDARDS FOR TITLE SURVEYS AS ESTABLISHED .� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THEN . RK,STATE LAND OL MANHEDGE OF CLEARING 15.3 G) X Z iOV2.RER FOUND TITLE ASSOCIATION. kM� LU TELCO CONC. MON. �P� ,t o - ` z3 B°x150.00' '( S 88- 15'10" W w m m C C30- Ln(nEn Q .. W i LOT DWELLING 3jr07 (USES PUBUC WATER) Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 09 EDUCATION LAW. Nathan T of t Corwin COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor_ EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. Title Surveys - Subdivisions - Site Plans - Construction Layout CERTIFICATIONS ARE NOT TRANSFERABLE. Y y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-268 SURVEY OF LOT 20 MAP OF HARBOR VIEW AT MATTITUCK FILE No. 8377 FILED AUGUST 21 , 1987 SITUATE MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 115- 17-17. 17 SCALE I ' NOVEMBER 8, 2016 sA�` `�yo5 R=40.00' �'G� NOVEMBER 11, 2017 FOUNDATION LOCATION MAY 1, 2018 FINAL SURVEY L=59.78' 9jFJ AREA = 42,298 sq. ft. 0.971 ac. CER TIFIED TO: THOMAS P. POHMER SUSAN K. POHMER SUFFOLK CCUN'T Y DEPARTMENT OF HEALTH SEtRVICEIS LOT 20 `\\ O' APF"R't'0-F CONSTRUCTED WORKS FOR NGL`:FAMILY RESIDENCE �•�/ `\ GSFs°� ►��t� JUN 1 1 2018 H.S.Ref. BELGIAN \ . Al ASF( ---- N0.-A.1� - O T 0 SEPTIC SYSTEM TIE MEASUREMENTS c Q9iy BLOCK CU QqT a RB ,.. r..�.„��,! HOUSE HOUSE ° , co /� �9r i• sYec+�andior certified b this ,lld:amd to CORNER ❑A CORNER / •' ° .)ELo� < ;• �� •�`•\ s °o GAG v` F�PJ � Y DtpaRrrlen}orc„'iErapar:4Cs.. 'G P �'<< :�. o°eP . / y� o be,a i5t3CtOrY FOR A M4AXIMUMQF (`� SEDR001„i& '.' o%� �' rd •ti ,. �j° y�° ``s'� SEPTIC TANK 17 42 , COVER s —�- LEACHING POOL Cry i-J r, 32 55.5 r. .�. e:•.:�_� �,� COVER 1 Co' w .y \ �. _. + LEACHING POOL 45 n p� COVER 2 34 °�cy LEACHING POOL 349 33.5' , COVER 3 oohTo 6 J 3 n T yo y0 a r \ Q �. _ / • Fo°o �. °F RAN \ 64 9o • ' ti0�� a� k`�`APV ti°6 ��° v 1 7-�` i of 2° 9. A GP o. eP �� ' �j \ j IPoo�cNlo i 1 �, °o0 5�� 5�5�eP�G� /h \` .��'qT 4311F 0, 0) 1 \ .0 w WATER LINE O I w w Jap 1 W m Ln O LO \ Q � Op PREPARED I ACCORDANCE MINIMUM 0. `O STANDARDSFOR TITLE SURVEYS AS ESTABLISHED D .,—ELECTRIC BY THE L.I.A.L.S. PiV `AND ADOPTED METER YTHEEWW�?RKTATE LAND O vD FOR SUCH USE , TITLE ASSOCIAF Z MANHOL EDGE OF CLEARING 5 V COVER FOUND w TELCO g CONC. MON. =C 1 150.00' JUN 1 2 2018 .r t Z3 Bax o S 88°15'10" W �` J U m x O T 3 a oLn I Td�OF S€� aLD < � , r� W i LOT 19 DWELLING ,�S (USES PUBLIC WATER) N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE 09 EDUCATION LAW. Nathan T of t Corwin l l l COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY ), IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. Ingegno L.S. LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 36-26813 SITE DRAINAGE: LOT 20 MAP OF DRAWING SCHEDULE ��®�� AREA VOLUME (Required) DRAINAGE STRUCTURES VOLUME (Provided) HARBOR VIEW AT MATTITUCK DESCRIPTION (U 8' Dia. x 8' High + ROBERT rRi T DR41 Guest Driveway: 1190 SF 3110 SF x .166 Rain = 516 CF (1) 8' Dia. x V High w/ 592 CF OR#2 House (North): 1320 SF Slab To (Traffic Bearing) FILE No. 8377 FILED AUGUST 21, 1987 Al SITE PLAN WEBER P 9 DR43 Parking Driveway: 1800 SF 2821 SF x .166' Rain = 469 CF (2) 8' Dia. x 6' High w/ 501 CF SITUATE A2 FOUNDATION PLAN DR#4 House (East)/Patio: 1021 SF Slab Top (Traffic Bearing) MATTITUCK A3 IST FLOOR PLAN ARCHOTEC IP 2209 SF x .166' Rain = 361 CF (1) 8' Dia. x 9' High w/ 380 CF TOWN OF SOUTHOLD Al 2ND FLOOR PLAN DR#5 House (South/West): 2209 SF Slab Top (Traffic Bearing) SUFFOLK COUNTY NEW YORK � A5 ELEVATIONS S.C. TAX No. 1000-115-17-17.17 AL ELEVATIONS House, Porch and Garage Roofs to have Gutters ( Leaders 84 Dome: 62 cf NOTES: Al SECTIONS Connected to Underground Drainage Structures (Tgp.) 84 Ring: 42.25 cf/Ft of Height 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:+xx.x AS FINISH SCHEDULE/DETAILS F.FL. - FIRST FLOOR A9 INTERIOR ELEVATIONS G.FL. - GARAGE FLOOR TC - TOP OF CURB AIO CODE DETAILS x'`»>6 BC - BOTTOM OF CURB STORM WATER POLLUTION PREVENTION SI STRUCTURE: 2ND FRAMING, (IST PLAN) CONSTRUCTION PHASING: 2 I- EXCAVATE AND CONSTRUCT NEW FOUNDATIONS. S2 STRUCTURE: ROOF FRAMING (2ND PLAN) 2- INSTALL DRAINAGE STRUCTURES AND NEW SANITARY SYSTEM. 3- CONSTRUCT NEW ADDITIONS ( RENOVATIONS TO RESIDENCE. R= 40. 00' EI ELECTRICAL: IST 4- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. G �1 E2 ELECTRICAL: 2ND 5- SHAPE/CONSTRUCT NEW DRIVEWAY AND CONNECT TO DRAINAGE: STRUCTURES. C, L= 59. 78' �G4, 16 2 �os� p EXI EXISTING IST FLOOR (ul SITE AREA: 42,298 SF (0.911 ACRES), LAND DISTURBANCE: 4500 SF �QJ�� TG Tc xis s��/ EX2 EXISTING: 2ND FLOOR FILL REMOVED FOR CRAWL SPACE EXCAVATION, SANITARY SYSTEM ( DRAINAGE `JSP 6�� k16 STRUCTURES: 95 YARDS (MAX.), NOTE: REUSE ACCEPTABLE FILL UNDER PORCH Il PATIO SLABS x�` �o +16.4 EXISTING CONDITIONS: MAJORITY OF FOUNDATION AND ALL OF BASEMENT SPACES ARE EXISTING, x x EXCAVATION REQUIRED FOR GRAWLSPACES AND SLABS ONLY o ��'� xo I' MIN. # 2' MAX. CONCRETE LOCKING CAST TRAFFIC REMOVE TOPSOIL OVER PROPOSED ADDITIONS, SANITARY SYSTEM ( DRAINAGE RINGS, BEARING STOCKPILE AND RE-SPREAD OVER COMPLETED SYSTEMS. �� ______ _ �'o�!o ��X> CHIMNEY DEPTH IRON COVER ro +15.6 TO GRADE SLAB CONSTRUCTION ENTRANCE TO BE EXISTING CURB CUT/DRIVEWAY (WILLIS CREEK) AND x1 %"-" \\ •�� 4"0 APPROVED STAGING AREA WILL BE IN EXISTING DRIVEWAY AND EXPANDED DRIVEWAY AREAS. �G �\� yF PIPE, 1/4" PER FT. 4"0 APPROVED CONCRETE / p MIN. PITCH :Q PIPE, I/8" PER FT. u n n � o MIN. PITCH COVER �� LOT 20 , :� LIQUI _ 1 CONCRETE v v x x �i/ FLOW - DEPT 00 I COVER OR v J x �G !��/� x+16.6 +16.5 BAFFLE L 1 Lam/ Existing Curb Cut '%i/�%� x \ O O I BEARING C.I. GRATE QJ to be "Construction '�j�/�� \ SEPTIC 1 TANK in i (3) LEACHING 1 15.Q' CUT/NEWURB 500 GA .> POOLS I, 2 # 3 tr O SLAB PRECAST � `'� Entrance" ��/'i TOP SOIL ''`�'` )7 O CONCRETE J°'� 0 �'/j� ® STOCKPILE Q 1 (400 S.F.) CHIMNEY N NEW, BELGIV EXPAND ;-- +16 .� BLOCK APRON I - I X, NEW BLOgK APRON 13LUESTONE x NEW BELGIUM DRIVEWAY ,,DR#3! C, j 1 Oi I G ;rBLOCK CURBING / ` ��, ICOLLAR I " ` +16. �, DRAINAGE +15.4 �� _X_. --- `'` o \� y ro 2 O „ I _ I 1 , -- 416.6 \ PIPE _ i .7- � ;, '•x116.0 . p G F G F LL I I {-+15 _- - Existing'Dpivewa \ Existing Driveways `� �r� G� Cj I 1 TYPICAL 1 s' Y ;� o � � 1, � 3 (MIN.) TO HIGH I o 'y- � to be "S aging to be "Staging � '��. � 9A C SEASONAL GROUNDWATER I DRAINAGE w I ^� ;;DR#1 ; \� Area Area" �� 'L F,p �� L------------------------- . EXISTING � �� DRAWING TITLE: 1 RING ,� ,�' ooh ��L ,, BLUESTG `1IrkW BELGIUM EXP D , BLUESTONE � �gLUESTONE �� / �O 25�� J PROPOSED SANITARY SYSTEM SITE PLAN _ x �, 15.�' , ..,.. _ ,<. k BLOCK CURBING 8 O 11 BLU STONE DRIVEWAY +15. ;,\,,_ /'%,_._,%. DRIVEWAY `o11 DRI WAY x �`\\ +16.1 �\ •1 x ,•,,:•,�-•,,•�,�•-A�,�_��Y�,_�-; ,,.,•.,,• +16 7 NEW/EXISTING SANITARY SYSTEM FOR'5-G BEDROOM HOUSE 5 , 15.7 . - \'.. _ /. ;,;/,,.\ "�, k R -` �'''-- _ ` ` NEW BLUESTONE `�, r` NEW 1500 GAL. SEPTIC TANK (Remove Existing 1000 Gal. Tank) I 2' CLEAN SAND t _.-a' Q . i , ' >%- :,,_,:,_,_,_, . ..'. c/s/.,/,/\;:;, GRAVEL FIl`L ti `,+15. ,� i DR#2' \./, \..\/../..'..\,_\'/. PAVERS & STOOP +14.4 'I'F` �' �' 'y =`� � -`---- "'"- " 14)R A EXISTING 300 S.F. SIDEWALL AREA OF LEACHING POOLS 41 ( #2 I.L______________________ :r,:-. .,_,_,_,.,_, _-A REBfOVE s (2 POOLS 8' x 6' DEEP- NEED ARCHITECT CERTIFICATION) TYPICAL SECTION DRAINAGE RING p ��, PG' + - /:.:/:,: \�\ /: DR#4; - F` NEW LEACHING POOL #3 TO INCREASE SIDEWALL AREA TO 400 SF (I POOL, 8' 0 x 6' DEEP) Z Q 15.7 , �' 0 -- �- �, o +16.2 MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. JOB: 'J -=r m 2 f anitvr x ;'L P�; �`0�0 > >-�� ,P SP �. -1 m v rOm t7y Saba ;�TxistiAg) +,� • N. Q` 1�Z.1 �r` o�� EPR�NG SEPTIC 10, a FasP,aP�ane G.l G� `\ TIC TANK GREATER THAN 15' o nth 9e 1 ,LPI 1 ;� Remov'e t LGE FORMER . . e - 4 ,-- O O 1g• Q` P `L `� �� LEACHING NG POOLS GREATER THAN 100 1" k I t., w '(�wstrg) 1 ExRsEing. o , RESIDENCE g C+ `� T � f 8 - \ ,�, FFA o P� FROM SURFACE WATERS � r.,,•, x 6 7` Sept ,Yank o +16.1 J t o, t J' A\ CO RETE GQ fiATE: ol L.P.# o j 73 s ; 'p 5�; 'Q�>laQ..��5 �G�,P�\O WASH ou o��P��G� � �, x 125 WILLIS CREEK DRIVE FE _ ? BY:- _ + �'. UNDER, E MATTITUCK. NY IdOTIF BUILDIl=G DEPARTMENT AT ---- __ _ -.,.` .' .-i . n t New) ISOm Gal `aF . �• �O PATIO C -1802 8 F,Pd' TO 4 Pti1 FOR THE n ' " '� 5v- V 1 ~ (�J Seq'tic Tank QQOO........ . . "� 16.New TOWN OF SOUTHOLD � �.. . • . X's SCTM 1000-115-IZ-I�.Il FOLLOWING IfISPECTIONIS: _.. w... . _.. �"� Ln t ,.,,,,.._, 61 ��,� r.. .. 5 +1 .y X+1 . Q . , 1. FOU�lG��TIOI! TWO REQUIRE? . - .�a., _-- �- „ . I ' a+15.5 0�G� ;.\:;;:: ;��_.' � 'h�'' ' �JF,"�� +17.1 +16.3 FOR POURED CONCRETE _... � N ; :Exp.: ooF Q° � . � �,��. .. .�. ��0051 �,/ � PRO ARCHITECT: c 0) � oo °' .. .. .. .. O��o°�wao PROPERTY OWNER: 2. ROUGH - FRAMIIN � & PLUMBING 3. INSULATION � � �"' I � �° o�� ,,, •.•.•.'S.`�.....•.'.•.• '�'O �'�Py'� 9, x+15.6 THOMAS t SUSAN FORMER . FINAL - COWSTRUCTION MUST r, r r rta .�/ �\4D E---+J + (I QF'GJP�\G o�Q¢ / ; .. . �� > /'SGP /Q 6"O 11� rye(, �� ,` `` r uCIj( ad Y 1 t�rl P J� � '\ '' ` Fy s MATTITUCK FREDERICK L WEBER BE COMPLETE TE FOR C.O. p � o o p, �, TOWN OF SOUTHOLD 41 EAST MAPLE ROAD ALL COf\lSTRUCTIO`! SIiAL.L MEET THE ' E�' , +16.5 /�,sJ +17.2 'A� , SUFFOLK COUNTY, NEW YORK GREENLAWN. NY 11140 REQUIREMENTS S OF TF;E CODES OF NEW E ' � '$ _ 1 i x+15.5 52 NOYAC PATH _ 9�0 +15 SURVEY INFORMATION: WATER MILL NY 119'iL its `¢, r' ��''�e e-.. _ '"" F ; EXISTING �; x+16.7 . G� J +17. ' �� YORK STATE. NOT RES ONS SLE FOR 'u J"T i3 1 f � I �r� :�F`cl t. x O I WATER LINE ;DR#5! F, NATHAN CORWIN, LAND SURVEYOR DESIGN OR CONSTRUCTION ERRORS. E ,, 1�I O_ _ ` _ L _ _ _ _ - _ - --� �,� oo �� TEL 431 154-5555 I _� r ov J1I JAMESPORT, NY w O ~ �P \��G oe' FF�'G +15. SURVEYED: NOVEMBER 8, 2016 fweberarcMtect®gahoo.com z 50.0 / (FRONT YARD) i E • �rt�pLACARDINGREQUIRED _w_I J w � ,' �Q � �oQP� , o� � ��S• LOT #20, "HARBOR VIEW AT MATTITUCK". o`'�`- Qo P� FILED IN THE SUFFOLK COUNTY CLERKS OFFICE Q x+15.4 -I�P�rc, Qo�� ,Z ON AUGUST 21, 1981 AS FILE No. 8371, c n 1 W i provide Manuals ' \ Must W I w cn ^ ; , +14.8 ''+17.2 �G� \ SCTM# 1000-115-11-11.11 fir; , j ,� D, 7 and S as per v x ' Q i �F� �\ �1 LOT AREA: 42,298 S.F. (0.911 ACRES) 14`` , NYS energy Code ^ I z , � \��,.� I - �� ZONING: AC E TEST HOLE DATA I `r ------------- ------ +17.2 GAP , O �' �G �. �- O J� (NON-CONFORMING LOT- 40,000 to 59,999 SF) (Subdivision Test Hole #30 � Q EXISTING n F' 0. Q r +14.1---ELECTRIC O `9' F c,F, YARDS. (PRINCIPAL) - '� ` N METER -< 0 LJ FRONT 50' ° p`b SIDE (ONE): 20' A G 28, 201 O v SIDE (BOTH): 40' MAY 16 2011 All exterior lighting (' Q + 1 o EDGE OF CLEARING +15. ' RLT/',!ti STORM 1 U�ATER RUNOFF VER 1. G) REAR: 40' APRIL 16, 20h PC SSU,^,NT TO CHAPTER 236 LOAM installed,replaced or z � + � Z COVER FOUND repaired shall conform m x TELCO +12.9 CONI. MON• HEIGHT (MAX.): 35', t2 I/2) STORIES APRIL t. 201'1 Or THE TO`Y"JN CODE, 5.01 REV.: MAR 10, 201'1 to Chapter 172 � a Box of the Town Code o m s gg 15 10" W DWELLING 150'OO LOT COVERAGE (MAX.): 20% O I NG SAND > m (USES PUBLIC WATER) I A NORTHDATE: 30. 201 AsrE 1 ve;�door SITE F L N LOT COVERAGE: SCALE: In - 20' A`LpLUM81NGW LOT 19 &�,lA-fER 1-INES NEEO WATER and ductwork U J I/' BEFO4SSNERS r'OVERtNG 12.5' �,, I = 2Q'-Q" EXISTING HOUSE/GARAGE: 2658 SF JOS NO: w201L04 GARAGE/MUDROOM ADDITION: 650 SF --FSTING testing required. MASTER BATH ADDITION 104 SF 15' DRAWING NO. EXISTING FRONT DECK: 253 SF REAR SCREEN PORCH: 650 SF If L(1�� ri (Partial Pre-Existing Rear Deck) ONLEAD CONTENT BEFO N FRONT DECK ADDITION: 54 SF Q RE EXISTING SWIMMING POOL: 1100 SF CERTIFICATE OFOCCUPANCY TOTAL AREA: 5469 SF OLDER USED IN WATER LOT COVERAGE: 12.9% '5U)DPL YSYSTEM CANNOT OF AID EXCEED 2110 OF I%LEAD. NOTES: I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER FREDERUCK PARALLEL PARTITIONS AND AROUND ALL OPENINGS. ROBERT 2-54 -9" 5 -°" �{-9" 1. 21-5" VIEBER 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 3- ALL WALLS SEPARATING GARAGE FROM HOUSE _-- ------------- TO BE I-HOUR FIRE RATED l5/8" TYPE "X:' GYP. BD.) Ae RCHOTEC T 4- ALL STEEL GIRDERS BEARING ON P.CONC. ---------- D C FOUNDATION WALL TO HAVE 4"x6"A/2" B.PL. Al (UNLESS OTHERWISE NOTED) �`- 5- ALL COLUMNS TO HAVE 6"xlO"xl/2" B.PL. UNLESS OTHERWISE NOTED) �' �l --- 8'-10 1/2" s" 1'-3" 8"1. s'-1" 8" T-3" 8" 9'-2 I/2" I : r----J: j .. j 6- GARAGE SLAB TO HAVE 6"x6" 10/10 WWF REINF. -1 1 1 " 1 op If It It le It 1 , t-------------r I I r------------r-- PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. I 1 1 , 1 I I I I I I I Ln I I L---J j STEEL SHALL BE ASTM PIPE COL WHICH SHALL CONFORM (EXCEPT ' 1 1 I CONFORM TO I New I --- ---------- ---------- ----------------- � ----------- - ________________ ASTM A53 ROUND PIPE). STEEL WORK SHALL C14L --------.! � L— _J Lt L— J I L __ L i O UNEXCAVATED 1 r ��. •. 4 •'. . ao I CONFORM TO THE LATEST AI 4 SC SPEC. r- --------- --------------------- ---- ------------------------------------------ I I t New 4 P. Conc. Slab 1 I I I 1 w/ 6"x6" 10/10 WWM 1 Soil t have 1 I Pitch to Exterior 1 1 (1) To /S.F. Compacttoto295%fts, I I 1 " I r---, I 1 Bearl Capacity 1 1 1 z• 1 I 1 ;° (Typ.)g Relative Density (Typ.) 1 1 I I 1 I ' I New 8" Thick P. Conc. �! $„ L_`„ I 8,_0„ L • - „ q,_0" I 8" i 1,_,I" 1�_4= 1._6" l,_,I" _6" p_4" 1,_6" h_,I„ 1'-4" Found. Wall w/ (2) tt5 I I 1 I I Bars (Top t Bot.) on I I 1 O New r-__, r--- 1 1 Footing„(3'Cont.O" Belowanc. I I 111 , j UNEX AVATED I I I I 1 Grade, Mtn.) no I I I I I I I I O Elt 1 11 1 I I New I6"x16" 1 1 1 J L--- P. Conc. Piers L_-_J I ! I �//�� 4"L, to SupportBackfilled SlabSte Wall t Ft(Typ.) 1 t P g• Existing P. Conc. I Down to Bsmt. � °O 00 :4 New 4" P. Conc. Slab 1 Found. Wall on v w/ 6"x " 10/10 WWM 1 •�-�—Level Existing Cont. Existrn P. Conc. P. Conc. Ftg. (Typ.) Found. Wall on 2AC (Existing) O 1 :. I 45 Rebar Dowels = Exrstm Cont. g 1 Pitch t Exterior 56 -8' (Existing) 1 I 9 " O P. Conc. Ftg. (Typ.) � `r' u 6" Embed. Grout -�1 r s � I � � Y, � Solid (TypJ ;0 I IaD � U ' III I New 2x8 F.J., 16" oc New x8 F.J., 16" cc r 111 Post III Post Above, a ,above Existing III I Ewstmg Panel/ 8" 2'-0" 6'-10" 1'- 9'-2" g" Block Solid 8 ,i I Pier III I 200 Amp Service _ IIIA-End of III - I 1 cv (3) 2x8 F. r- -, =° > III Wall Above Existing Ln 1 __ _____ __ I J tit Ex J til Ex I (Vent Thru Bsmt. Window O ----- __---T...Iyl I -'� ti I u: 111 \ III u.. I Existing Ex = I I New 16 xl I I � III , 111 ao I Furnace Flue) rl 1 P. Conc. Pier u- -J Existing Garage Slab cv *- 111 P a- r- III P x I 1 n 2I1o 24"x2 "A2" `� UNE CAVATED 8'_O" �, III 1'_8" 8,-°" mill $'-0" 8'-�0" Ne Hig $,_°„ 8 _°0 8" -----i IssI P. Conc. Ftg. v .� III NeW , Ifl w/ (3) 45 Bars -o I 13 9 1 Both Wag Provr a New 2x8 F.J. to k z Itl z III In re><t I 011 Fire Install Boiler onco -011 Excavate hrough Match Height t Dimension w ___ III __- nl Wa ek Bat er Vibration Isolation r- , III r- , r-Iff --, r----, r--- , Pads r----, of Ext tin 1st FI. Joists L H ter�' i , 21 I Slab ng siege -i i g — — — — — —1 — I III — — 1 1— — — Existjn 1113) It 3/4"x 9 1/2" I ty, °° ODIII Slab = 1 III-• .—a-1 ng —I— — — — Mic o-�L'am ride -I.—•—• 1 •-p I—•—•—•—•—• J— — — — �f tr i N� `r ao I I i I -� I I 111 I I I III I I I I I i � I 1 t l DRAWING TITLE: -1 N, CV I I o „ m � 111 Exrstm o 1 ; New , „ Existing r i M r --, 111 g , I i Fan Call New s/s' curet- , I FOUNDATION Water 1 1 1 x:•. 1 - > III „ X j III BASEMENT I i I CeilingGbeo w MBR t Line j.� Ak --y---l------ -- 1 1 Existing 4 fi Steel W J 111 I ---- -----u rn Pte Column on I Above Mech. Equipment (3) 2x8 F.J. Lm_—J LL r, ,, „ ,, �,, 111 Exsting P. Cone. Slab LL A p,l " " III 30 x30 xl2 M iii oo I (Seal/Caulk it k New 2x8 F.J., 16 oc New x8 F.J.. 16 oc x 111 P. Conc. Ftg.(Tgp.) x I , Al _ cv r- Cr r' 111 r,, Penetrations to = m I �' III m III m III Q, j Reduce Sound) Block Up Found. ® �' 5'-lO" 111 111 Ste Wall t. Ft Pre-Existing Overhe v 5-10 1 1 10 8-01 8'-0" 8' 6" 8" m � Door N z w lu t w I P 9 I , I I _ Down to smt. N r----, Level (Ty .) °° I I I III 1 I 1 I i- -, r- -, #5 Rebar Dowels Existing 8"x +-O" H gh I Post Above, —.—.—.! Exi�trnglll(3) til 3/4 x 9 I/2 Mlrcro�ami Girder L__}_ _ ___ }_ ---- --- --Y--� JOB: P. Conc. Fdn. Wall Block Solid 1 1 1 �lti I ► 1' 1 —r'— i i i i—�- I 1 POI-IME� __ : ••:. Venf uBearin I 1 1 '�V rif y Bearing ____ _____ __ 1 �+- e" " b , G Long, 16"x 8" P. Conc. Ftg hgJ1 —J L____J �_ I__J Over Girder 9 L____J L_ Oker Girder RESIDENCE IDE E 6" Embed, Grout ( 1� 11 ___ L____J 1 1 ;r- So d (TypJ III `Verify Bearing 11 I u 1 w C co III Over Girder 11 II 1 I 00i ' I „ a� in 11 II =� CRAWLSPACE 1125 New "Saw Crawl X iii X D -�� `�' 2" Slab i MATT TUCK NY RIPE ' I I I ` 1 CRAWLSPAC w III w 111------ 1u� -; 1 I TOWN OF SOUTHOLD c� Space Access �. � II I I -' ' U _ 11 111 I u Ex W New 2x8 F.J., 16" cc 1 U SCTM# 1000-115-11-11.11 ao iv aoI Ex N Itr-----a11U_ ao °p I ao 1 ao x 1 x11 1 ao II III" x Ln �° 4" 1'12 S° 1 3'-9" 1 8" I C14 13 -10 cv $" III C4 C14P iv Cy III------ II Excli P 1 E `=' 11r----_a11� S _ f, I 1 ARCHITECT: 1 I h III N tl Illi P Remove Bsmt. 1 dow, „ 1 N I I I 1 z Z x III Im11�-----yll-- k Expand Opening I J L____J L______________ ____ Existing 11J J 111 E 11 J II 111 Top of Slab to 3 Wide x 3 Hig #5 Rebar wets I I for Crawlspace 912" oc, 29 Lon I FREDERICK R. WEBER Do. -G-- ------ 215 Gal. kill �Ilj----- 11 Topp of Found. Wall 1 O i 1 :• ' t : ' ° �= 011 Tank X111 11 11 k - 1-8 w/ (I) 2x6 Access 6" Embed, rout Long 1 41 EAST MAPLE ROAD 1 I I r------------------------- ----- _ _-- III II To Ist 111U Sill tTyp.) 1 f 1 GREENLAWN, NY 11140 _ 11 Existing L,, Solid (Typ.) I _I r----, r- , r----, r- r- 1t--, `' 1 �° Twin 1 I iii 1 II Oar " " Pier (45" Above Waste Sl Slab) e 1 I 52 NOYAC PATH e _ b WATER MILL I Tanks 1 I Existing l ) I / x 9 1/2 icro-La ird r 11 IlExisting (3) ( /4 9 I/2 Micro-Lam Girder __ _____ __1 g 'i' I I 1 . NY 119'16 Step Wall t Ftg. .1 ..�.. I .—. I s I .—.—. I —p_. I �. .I .� �.—•— — —• —•—• � _ - 1 I Down to Bs t. I I I =111 I I I I 11 I1 I -_ - 1 ---- ----------J TEL 631 '154-5555 1 I Level (Typ.) L____J L Ii-.j L_ __J L_�I _ Ii_J u 1 .� fweberarchrtectsyahoo.com 00 1 I •• I x111 II 1 I X I I New Oi n 111 11III 11 II Ex E CO ``� n I I New 8" Thick P. Conc. w I M s 11 Q ,� Found. Wall w/ (2) 45 I I Drop Found. Wall 215 Gal. III � 11 Existing P. Conc._'z 1 = g v 1 Bars (Top ( Bot.) on 1 1 12" for Doors Oil Tank �nl �° X U_ II Prer t Ftg. p " " `r 20 x10 Cont. P. Conc. ✓ ,yrs r. ` ' 1 1 VIII - w II = �I �//`` I I Existing III LL Ex , > II = 0D I'I Footing (3'-O" Below I - 1 Bsmt. Window III > 11 1 r--- cr) r- -, r-1 L Grade, Min.) �, f r O I I New _ oo i II I �xrsting (3) 2x8 CCA 1 C�i er1 I ,___j�'� f o- i 1 I UNEXCAVATED v °° cv P SII Ex — - - - - - + �+ - - - - w - -I - - - - - -•' �+*'f: 1 0� �- I I 1 I .0 1 New Vent rn - II _ 1 t t- II u Lj_==_r- cn--L- �LJ «� 1 I New 4" P. Conc. Slab 2,fill I t Fill _ Q, w/ 6"xb" 10/10 WWM i 16'-4" X to ii 91-10" 8" 8'-9" " 8'-9" , Note: All Framing Members I I 1 I 11 Existing =_ ut 1 0, in Deck to be Pressure O i 1 I Pitch to Overhead oo I 12'-0" _ °' 11 Freezer �� Treated (T ) 1 1 ded Doors - Step Wall t Ftg. I z 11IU r---, i�AreanAbove Deck yP' � Ei i I 1 LLevel (T n to p.) t 1 1 B 4n II — —•— — — —— -+ -- — •—•—•— —•—• 1p. New (3 2x8 Giz r ( Post„ I 1 '•• I II __ '+xrstrng Beam 4 x4 AUG 28, 2011 •— —•— —• 2011 1 1 Al 1 --J ---------------- MAY 15, 1 I Existing P. Conc. L------------ New 12"� "Sonotube" APRIL 18. 2011 1 I 1 I Found. Wall on Pier. 3'-0" Below APRIL L. 2011 I 1 1 1 1 ExistingCont. Grade adeFramin w/ REV.: MAR S. 2011 1 1 1 1 P. Coc. Ftg. (Typ.) g Strap I i I KEY: DATE: JAN 30. 2011 15'-8" (Existing) 9'-lO" (Existing) SCALE: I/4» I'-O" g 19'-6" (Existing) a-• � I 1 1 Existing Foundation Wall JOB NO: ur201L04 Existing Wall Removed DRAWING NO. 1 New 8" Thick P. Conc. D C � New Foundation Wall I I 1 1 1 Found. Wall w/ (2) #5 O I L- 1 1 Bars (Top t Bot.) on Al Al I I ------------------------ -------- I 20"AO" Cont. P. Conc. it i _� , ' r • I Footing (3'-0" Below 0 ---- ,----------------------------------------- Grade. Min.) FOUNDATION PLAN 1/411 = I'—O" y�� OF A10 0� 11'-0" FREDEROC K ROBERT IEEE WINDOW SCHEDULE 11_1]11 51_ON 11_1•,11 ((.. St ((�• Area A°, RC OTEC'll Unit Mode{ t# R.O. Opng Egress Stone Facing 29' To Poo{ Fence ® - D C CUDH-NG2824/3b T-10 3/e"x V-8 1/8" No A-1 Al C4r) = B NOT IN USE J 4— ' L ILI © CUDH-NG2420 2'-6 1/4"x 4'-0" - No !� Stone Bench Stone Bench 43'-1" 13'-1 I/2" - --- l�----- �------- © CUDH-NG2418 2'-6 I/4"x 3'-8' - No 8" 11_11" 8N -1,-Illi 1'-II" 8" 1'-II" 8" 1'-11" 8 Stoop Stoop - _ 6"xb" Pressure Treated O CUDH-NG3028E V-0 1/4" x 5'-4' - Yes r -- - ------ ---- ---------------- ----------- -- ----------------- Post. Encasern1x8 c� ---------------- j "Versatex" Trim, Typ. N I -—---- ------- ------ -- - - ------- ------- ------- - -- ------- ------- O CUDH-NG2830E T-10 1/4" x 5'-8" - Yes °° I ------- ------- ------- ---- -- ------- ------- ------- --- --- ------- ------- I Proa Conn. Porch Support I I 1 O CUDHT-NG6812 5'-10 1/4' x 1'-8 3/16" - No New I I I Columns (Tgp.) III STONE PATI 0o I I II �I I O CAWN2424 2'-I"x I'-II 5/8' - No ' Bluestone it in I I I Pitched Gerling I iI I 56'-8" (Existing) J CUCA2854E 2'-5"x T-5 5/8" (Bluestone to be "Thermal", I 1 ! Line of Ceiling Break : I ----------------------------- -------------------------------- ------------------- Iuu1 Random Rectangu ar w/ I I I I I I °D Removeable II II II I O CUPCA2844E 2-5•x 3`15/8" Yes2"x12" Coping E e) Remove Existing Deck t Mahogany no O Flat Ceiling Deck Structure, Provide I I Screen Panels N ( bove) 9 -8 Hg t. New Foundation Wall, I - Q CUDH-NG2018 2'-2 I/4" x V-8' No 0 O P. Conc. Slab and u, HgLn t. II'-10" Z,4' I New Bluestone Surface I I I SCBE N PORCH (Bluestone to be "Thermal" I I I O CUDH-NG2020 T-2 1/4" x 4'-0' No St p Step 6 Dn 2R C4 Random Rectangular w/ Blue tone dTg—D�r _ 2x12 Coping t 1 NO CUDHT-NG6820 5'-10 I/4" x 2"-4 3/16" - No I Ii i I � "Marvin",I I A I Model Numbers Refer to Clad, Next-Generation, =i 20'!4" 6" 2'-2" " 5'-6" 3" T-2" 4'-1" T-6"66 2'- " 5'-2" 3'-2" 6" 4. 3`2"6" 3'-2" 6'- "I I I 2' 10" " 2'-10" " T-10" 2'-8" Low-E II w/Argon Glass, Plywood Storm Panels ove Windows, New Fr ch Re ve/Re lace1&moveI I 3 Wlndaws, New Frenc 3 H se A A A I 1 5 Doors w/ Sidelights 5 Wind ws p TV O O I ► O- -- o O = O French Doors:w/ Sideli hts -131 _ ---- --- ---- = I Built—in j On (On WaID g Cabinet 1 = DOOR SCHEDULE � O T Shel es 91---------- �` r—.--------- = l L_ -___--_-SLI_-_------_.-J ; P A WO O, Lower Cabinets°p Pantry Cabinet A P New Built-ins I : i I ______ -_______ c�► _______ - ,^ _ Unit Model tt Width t Height Ston Venee'r.. (Pre-E�Cistin ` I - - - II - - w/ rop Ceiling 2:-2 ________________ -2 I 9 I Fre lace/ FuN 'H t. I :v- Pitched Ceiling Above I I it " „ 9 of Liv n n o , 3-O*x 4'-8' (Door) UI See Dwg. A9 Gara e1- Provide' :' I• I I I \jJ ' Q -8" G'-8" W " s�,/I t 9 I I ront Door t Sldelites gv I I Room Ope ing Builtt-i I (2l I' x S.l.) • 1..............................`4 .......... I �� (Y Simpson Door Custom) "Steers" Over ........ P •::.. . ..I.. ....................... .........................................I I O O t 1............................... I Sh'ell✓I g..... . .. 0 I Slab t9 Aligrr• w/ I 1 1 I ' 1 1 I V ,� 1 13'-8" 2 "Marvin" CUIFD64R68 XXR 6'-Q" x 6'-10 1/2' Existing 15t'*Floor) I I I `� `� I I I i I Clad Ultimate Inswing French Door (R.O.) n New Prefab I 2'-8" I'-8" I t t I 9 t~� as Fireplac _- -� ------- 'I '------- - I _ �r -------------------- ------ -----t , I MarvinCU1FD3068 O 3-2 1/16 x 6-10 1/2 (Centered i - -------- ----- - _-_-_-_ -_-__________- I I -_ --- _ - FREDERUCK ROBERT BER WINDOW SCHEDULE Unit Model # R.O. Ar g C Egress ARCHITECT CUDH-NG2824/36 2'-10 3/8"x 5'-8 1/8" - No o C \ \ Al Al NOT IN USE \ 1© CUDH-NG2420 2`4 I/4fl x 4`0" - No -- -- — Q CUDH-NG2418 21-6 1/4"x 3'-8' - No O CUDH-NG3028E 3'-0 1/4' x 5'-4' - Yes a 0 ----------------- ---------------r-� ----_-_-_------r_----------------r-� - -� CUDH-NG2830E 2-10 I/4" x 5'-8" Yesi --------------- ----- 4-.r---------------- ---------------- --------------- ----------t_r 11 II GQ CUDHT-NG6812 5'-10 I/4' x I'-8 3/I6" - No II II II II I I I I HO CAWN2424 2'-I"x 1'-II 5/8" - No f� II II I I t I JO CUCA2854E 2'-5"x 4'-5 5/8" - Yes II II U I It I CUPCA2844E 2-5"x 3'-1 5/8' - Yes New Metal Standing Seam Roof ' � no II f-� IL. I I I I O CUDH-NG2018 T-2 1/4" x 3'-8" No O u o II O tt New Roof �_f Q CUDH-NG2020 2'-2 I/4" x 4'-0" No o I I N CUDHT-NG6820 5'-10 1/4' x T-4 3/16" - No I 1 Model Numbers Refer to "Marvin", Clad, Next-Generation, I 1 2'-2" " 2'- 3'-2 1/2" 3'-Q I/2" 2'-5" "2'-5" 3'-9 I/2" I I Low-E II w/Argon Glass. Plywood Storm Panels I Roof Pitch Roof Pitch ............. - .. 1. ............. ........................................... ....... ............ . . .. .... .................. ....................... I.ine of la Flo BlEgress Windows Line of Ist Floor Below ---- -- - ------ - - - -- -------- - ----------------------- ---------------------- - DOOR SCHEDULE------------------------- ---- jam--Ist Floor i' I I � I � I � I I I \ 1 1 I I Wall Below ,� I I M `i 0 I� 1 I O cv j I `\ , j Unit Model # Width I Height , m , N , , --- --------------- 4b _ _______________ 1 , 1 1 I I t t a U `^ I I ` 1 t I I 1 I t I Front Door ! Sidelites 3-0 x 6-8 (Door) Custom) (2) I'-8'x 6'-8' (SL.) 72 ("Simpson Door" Change "Marvin" CUIFD60R68 XXR 6l-0a x 6_10 I/2 Ph O Clad Ultimate Inswing French Door (R.O.) FL----i e��J' 1 --------� I I o I I I t I I 19r •$- GJ 6t1 - _ 4t It_6a I 16t1� I� II'J$1, � I `" - --------------------- I I I o 1 1 1 4' , I I W t I , Clad Ultimate FrenchD ��ideh�t RA)/I6 x L-10 1/2 p I I I I I I \Q t t I I Upper 9 - ao I I I New....... I I I I ' �,.. .... . . I I "Marvin" CUIFD5468 XXL F-5 5/8' x 6'-10 1/2' , New I ---- -_- I ...,. ,. t �,. ..... .. ...... s I � 4 _ t y er Famil Rom r' I I BEDROO 3 1 "� u I w\� I I t Clad Ultimate Inswing French Door (RA.) O j Masonr I I I I U per LivingRoom , X I Chimney s j , - I I I m a,l I (T y CerhnBelow> rL Existing I U per Master Bedrobm I 5 Marvin CUIFD2068 O 2-2 1/14'x 1.-10 I/2 p Clad Ultimate French Sidelight (R.O.) W t F �- t.. 1 f ro 1 t e o Frame 1 (Tray Ceiling Below)I I I DRAWING TITLE: 4"2'-10'•. I�y nc 1 I a o Chimney 1 i i "Marvin" CUSFD12048 OXXO-RH 12'-011 x 6'-10 1/2" (1 3 2 o I tl _ I � I I i � Enclosur I � I \ I I �� I I I Clad Ultimate Sliding French Door IR.OJ I o a- I t 2ND FLOOR I I � .. �• � ------------------------ ------- I t I IlTherma-Tru". FC65. RH (1/2 Glass-To 2 Panel-Bot.) �t- N '�•.I � I I t I 1 � 2'-8'x G'-8" (Door) 24,1 Bcbk I•. I ,t' p. A 20„ Ll EN 2 Shelf (2)I 20" i(f2) 2 " t I I Roof Pitch 1 I I A FT I t I I/2eGlassTo 2 Pael-Bot.)(4) I6 I I 2-8 x 44" (Door) A l 1 1 16" 30 i t 301. I ;, t 1 I I I I Al p. ti� fl --- - - _;_ Shelves- =--. ---! 1� I �' , I .r j j Ist rFlopr— * Verify Operation 4fl v- .,- II'-0" 4 _- e1w 11-10 Wail Blow I I I I I � Ne 2411 CL. N Existing I \ I I y.. ..... Chase v- 1 ;. jI Roof Pitch LIQ N I _ ; ;``� New Ride U 2R LINEfJ _�° Existing Ridge j t i' ` I I _______________ JOB: -----_-- --�* ----- -----P ---- - i ( ---------------------- I I I -- �\\e / \ . I ,`mea POHMER RESIDENCE I •• � • • � ........... cEr bo :'' l2) 2 " 0, W sill to 1 �'---------- X....: i New �e�i Remain 3OttDL. 1 e� I -- ____= _---= - - -_______--_ - .�'----------- - - -- -i �- -- _ - = � W - UPPER HALL '' •....,.;•' � 1 � (2) 2 '� DRIVE •• n 1 I I25 WILLIS CREEK D Bunk ------ -- ::::::::::::::: ::: ' i NY : .. 1 1 \ I MATTITUCK, I o I TOWN OF SOUTHOLD Existing I t \ I g SCTM* 1000—t15-1'I-1 .11 = I in: : t `r _=- \s L BEDROI M I New Ridge I 1 r ._ a _ �; a a s I a \ d, I I Exis ng New Roof t I 3 4 6 i 4 r- v 12 0 4 4' -4' 30 \ �y Walls to I I ARCHITECT: �' 0 13'-6" �., 8 -0° 4tt Rem in 4" I I D, IR) - - (Dlrriens- ,6 ring of Existing Wa Is) \ I I I I : 1.!..................................... ....... `� i �\ FREDERICK R. WEBER \ : ! 28 /..................................... ..... ` Lrne of CI _Br A +7s ti� I I 41 EAST MAPLE ROAD -1-- - I \U- -- -� �, i I t• I �� 'S� GREENLAWN NY 11140 Dormer �\ Tub o L 4 / : I 52 NOYAC PATH [4" 1 - = I Wall a5'-10 I/2" 1 I WATER MILL. NY 119'11. LO I \ New I . ........... - ---- _ " TEL 1.31 154-5555 / 1 t t fweberarchitectsyahoo.com � New lY t I Ist Floor � <`+ t �— Wall Below _ , i� I / , r BEDROOM 2 v i I I CL z in'Fitch d " " Existing Roof °o FAL: �`�C+`�;�`e` Bed New 1 iii 1;1- Ceiling IF Flat Tray Ceiling—-> - - I °v- BUNK R00M y ;Dr 3u ers i --- -- ------ -=------ - J - i`` CKs.TR I s I in `V Bu Into , v- v 3-4 „ 8 o ---- w 3 _�- cn M- " -� -411 : =i O a O zn (k Kn Wal! } - -------------- -- m, Q,I cn I Line of Ist Floor Below q, 1 j it c'I N w Qj ........ ..... - = z1 � I 13 I t I U 1 1 a 14,—/a 1 6" oa 1 [2' 10 I/2" 2'-211 2'-2" 2'- I/2" 6 12 -4 ' 4 ,z all 1 I`-I1 1 " 2'-�' 6 I'-611/ " 2'-5" 2'-5" IT-2 1/2' a 8, a Bed a I I I 1 I I 1 ' I i B I MAYAPR15 2011 I ZOh Dormer A� �_ APRIL 1., ____________ _L__ ______.______� ZOIC a REV.: MAR 8. 2011 bo 4'-10 I/2° 2'-10" " 2'-I0" 4'-10 v2° KEY: SQUARE FOOTAGE: r M1 io \ " G "Above " " Existing Frame Wall EXISTING 2ND FLOOR: 5q4 SF DATE: JAN 30, ZO1'1 g ' Bunk ` \ i 9' 8 -10 6 -8 13-l0' g SCALE: NEW 2ND FLOOR: 1050 SF (Existing) (Existing) (Existing) (Existing) ______ Existing Wall Removed TOTAL 2ND FLOOR: 1644 SF a ,�, �� JOB NO: m2011.04 New Frame Wall DRAWING NO. I � I I D C t AM Al ' o a I I ' -------------- ------- --------------- I 2ND FLOOR PLAN- 201-40 1/4" _ 1'-O.t yid OF AIO o+ FREDERUCK / \ WEBER _ \ ROBERT IN, -(Mata, Mfq' ET ---1------------- --- - - --' --- ------ --- / \ • -�E- / -------- --- -- - ---- \ -- -- ------- 12 - ' \ eui�tsphat Koo T -- --- ' -- ----- \ \ 11 II / I RD I 1 \ II -�--- ® ® X11 r v C- I I I I I IFill C� 1 "(T :).. . .... .... .... : .... ... .... ...i.i................ r-- ------- -\ - -- ----- L L um. — I I - -- --- -`-`-- --- - ------ O OWindows Lei:: / --` \ - ----� -- v I 7�--7-=----- ------ \ \ 44f-44+F _-�-__________ _______ --_ --___- -- _� -1 —- -- ----------- Half Round 11 '�Alum. Gutter New 1x8 PVC p .;=•-------------------------------------.. ------------------- + ------ ------- ------------------ ------------------------------------- -� Q----------- Fascia Bd. I I I I I I U New 5/4x10 PVC ---- -------------- ---- Frieze Bd. i 1 u- e r I \\ I I 1 nt etic OI I I (� (� I "Nu-Cedar" Remov A r in O L J V I I i U / I I - ----- -------/--------- 1 ---------------- ---- --------------- ___ ________----- — ® _ ____ ____------_ ____ ________ — ---------------- ------------ -- --------- - ® - - _------------- --— T ® — — — I i I I201: 4" I �_ n �_ u j . ------------------� --- II 6----------4-------------- 15-8 --- ----------�-------- 9'_I--------� -------------------------------------- ----------- L ------------------------------------ i-i--------------� I I �_ i t I I I I I I I I I L------------------ ------------------JIr------------- II rU ' I------------------ - -------------------1 I I I I I ------------- -�,rl� L J I I I 85-0 1 ' I I 1 L_ J O M 1 I 1 -------------------------------------- + -I-----------------------I--------------------------------r------------------h-1--------------------------------------f-----------------,I_ I I I I I I I I I I 1 I I 11 1 L--------______________l___—————__________——_—_ ..................... _______________ ___———___——__——_—____——____———____—— __________ ______________ L— -r--------------------- ---------------------- -r-- T r----------------------------------- � --j L--j L_—J NORTH ELEVATION DRAWING TITLE: ELEVATIONS 12 Existing Chimney (Match JOB: T ------ -�� \ Existing) / POHMER Ma WOOS- alt RESIDENCE \ \ r-- -- — 12 MAWILLIS T TUCRE NY RIVE New Brick OWN OF 80tJTHOLD T - -- - - NPw spTialt --------- --------- - --- ----------- ----- ---- ---- --- - ---- Chimney SCTM# 1000-115-11-11.11 St,rngles ----------- --- - — ARCHITECT: �_ -- I --- --- - \ L.C. Copper — ------- - -- , / I Cricket F ----------- -- ------------------- -- -- I -------------- - �/ I FREDERICK R. WEBER - - -- -- ---;' - - - ---- ----------- - I O L`J - - - \\\ L.C. C� er 41 EAST MAPLE ROAD Flashing P GREENLAWN, NY 11140 52 NOYAC PATH Standing Sem WATER MILL, NY 1191E Metal Roof I 1 ( ve Porch) — -- I I I I I TEL 431154-5555 _T — ---- _ _ _ _ _ __ _ _ _ _ __ __ / \\ Pweberarchitects ahoo.com 9 --____----_� _ — — — __ __ — — — -- - - — — — -- -- — — -- -- — — -- -- — — — ________ _— ---------- - - - - - -- -- - - -- -- - - - - -- - - -- -- - - -- ------------ If New Ix8 PVC - __ -- - � � � _ -- � Ha Round -, _ __ o Alum. Gutter SEAL: FasciaBd. ------------ -� -------------------------- ------------------------------------------- New 5/4x10 P I 1 I. E• - - - ------ - _ - ---- --- -- - ----�---- - ........... .. , � f Frieze Bd. .G.. ........ ... . 1 _ Ii� 1 I r ,� f..,�GK I I, u 1 1 # I I I I j I I I I L I Area f" "Nu-Cedar" r I I I n lis n nt etic I 1 1 � I rdm (T ) I I J r j / I ----- ----- 6' _ x ------ ----- ----- ------- - ---- -- - _ S __- - ----- -- - ---- - -- -- -- -- -- - 1AY 15, 2011 ------ ---- --------'------------ ------- APRIL 18. 2011 :Found,Porch r e 1 APRIL 4, 2011 1 20'. I 1 REV.: MAR 8, 2011 l i l i DATE: JAN 30, 2011 ----- - - - jjI I L------------------ ------------------- � 1 T------------=i i I I-------------------=------------------ril - SCALE: 1/4" - I'-O" L 11 85'-0" JOB NO: w201404 I I I 1 I I I DRAWING NO. L—____ _ —_ — _ ___ _ _ _ _ _ I -------------- -- — ------- — — --------------------- -- — ----- ------------------------------------- L_� L_� SOUTH ELEVATION 1/4" = 1'-0" OF AIO IFREDERUCK ROBERT IEBER I Existing I � Chimney I i \ 1 I New Gable QR�i r�QTEC�+ i Roof I i - New Gable New Gable I Roof I Roof I I I \ ..1 ...............I................... I -1 ------- i \ _ --——————————— 1-7 _ II 7_77- New 77New As alt N\ I I L I I — ooY� iin es \ I I I I All Roofs- %- i I New Asphalt �\ Roof Shingles 12New � / Roof Hip i Half Round I_ +' _- - __ __ _ _______ -=_ Alum. Gutter ------ �=__— -- \ I New 1x8 PVC F --- --- - ---------------------- - ---------------------------------- Fascia Bd. n n Tin 11 I� 11 I........................... I_ I I I PVC l��l I I ..t............................ New 5/4x10 —� I I i Frieze Bd. no ! ! I IISA4x4II O nimm 1Tq _TT I I l v V nt etic H a M \ l Remove i Mahogany I I Screen nets O I I O O t o r S o e ` I I I (Bronz reernng) I Encloeure, lx I �rlr Ven. ear Ek. w iyl P e s r lugsCie T e t d Fots Ioqch 10[1s \ IE _______________ ____ ______ / iz -- - - 1�Saone-Veneer-on-�------ I � Porch Found. Above Grade i I I I I I I i i i Ipe DeckiO I I I I I I I i I I I FL I � I I I I I III II I I I I I I I I I I I III II I I I I I I i I I III II I i � I II II I L_ � I L— I I I I II II I I J I I I I I it I II I I I I I i I I Q I I I I I III II � I I II II II II I L------I I J I rr r�J""L"�------� _T---------------------r T L rM--------------I-��-1----------- --- ---,- 1 L_- L_- LLI L__JI WEST ELEVATION DRAWING TITLE: 1/4° = 1'-011 ELEVATIONS --—--——————————— ---F I I I I � I - JOB: 12 — - POHMER RESIDENCE 125 WILLIS CREEK DRIVE I MATTITUCK, NY TOWN OR SOUTHOLD — SCTT # 1000-115-11-1'1.1'1 -- ------ ----- — .— --- --- ------ ---- ----- ------- — --------- � - -- -- --------- - .5..--•-:7.77.-t....:77n -- ---------------. -------------- --- -- -� —� - \ -- — - _—— ARCHITECT: All Roofs- ZELL] FREDERICK R. WEBER ' }—{ ---� 41 EAST MAPLE ROAD 1 I I y \\ GREENLAWN. NY 11140 ®` ® ERALLATH WATMI . NY 1 1914 01 \I I TEL 431 154-5555 fweberarchitect®yahoo.com Half Round \ Alum. Gutte� _______ o ------------------------ --------------------------------_:._...--.--.--.--.-:.------- -- - --. .. New Ix8PVC -------- --- ----- Fascia Bd SEAL: :..........-. . ... .................... New 5/4x10 PVC ..................................... ................. ..... .... ............... .................. I I Frieze Bd. � " s I I u- ear Ciasin ( ) Ii Lj nt etic I I i ,f. \ i ) um. a ;K< I Wun ous I I I r y r. r"S �g —____ —— —— — � I I 1 - -- -- -- MAY 15, 2011 - i -------------:-- --- -- -.- ----- — — I APRIL 18. 2011 APRIL L. 2011 I i I I I i t I I I I REV.: MAR 8. 2011 I I I I I I I I I I I I I I I I I I I I DATE: JAN 30, 2011 I I I I iI r J L, r J L, r SCALE: I/4" L-- L--L-- L-- I------------------ ---J J L_ --� i L----1 L———— —� I JOB NO: w201404 I I ! I I I I I DRAWING NO. L -- -- - -- -- -- -- -- -- -- - -- -- -- -- -- -- -- -- -- ----- - - I - - - -- -- -- --- -- -LrL� --- ---- -- -------- ------- -- -- -- -- ---- -- --•- - -- -- ---- ---- -- -- ---- --- -- - -- -- -- --- L _j — _j O EAST ELEVATION OF AIO o N, Strap .4 N 11 1/8" LVL Ridge Ridge o" 1 118" LVL Ridge . .......... ....... ........... ........... ............ .......... ........ ............ ...... ...... ........... ........... ......... FREDERUCK .... ........... .. .: . ......._. ........... ............ ........I... ........... ........... ............. ............ ............. ... ..... ........... ......... . .......... ........... .......... .......... ............ ........... ............ .......... ............ ............ ............ ...... . . ............ . .... . ........... ........... ............ ............ ........... ............ ............ 12 ROBERT Asphalt Root Shingles 4 WEBER (High Wind Nailing) -1l -Pro Ile oll ........... N2XIOew RR- A t Ga )le 3031 Felt TTI 16" New or Existing ....... ..... C -Pro lie of .......... 6/8" Plywd. A 2xIIECHOTECT C.J.. I BR: 2 Gi �le Roof Sheathing F ( Strap .... ...... oo� New I" Closed Ridge oc IN --------- - Cell Spragg Foam 11 1/8" LVL 'o -XI! tin Insul. (RaS) Tray CIg. ini E 12 Ne I C 'lose 2xIC U Ce 1 5 F4 5m BR 2 it 3 IL" Ins 12 1. X I 2xI0 RR New 2x4 C.T. .................... 14" oc .............. 10 oc T ............. 11 on ......... ..... Hurricane Straps 2xI RF All New t Existing 2x6 C.T. 14" oc Roof Rafters (T9p.) ol I6 ol 2xI0 RR 3 1/2' Roxul New 2xL T.Burl Room Rafters 10 oc Insul, (for Soundl 2xI0 IR 14' qc I (3) 5 1/2' to dign w/Existi H! n I I III I III 111 '111 111 11 11 1 1 I ATTIC 00 LVL Hdr. Rat ers New Construction: 15 8'-4 C14 Hurricane Straps on oo Plywood to Lap L All New I Existing IL—li M N, Ir�r )pLINEN I BATHLINEN T Root Rafters (T9p.) 'o Exisitng In . - 4x8 Ties Trag Ceilin T Wall Ice t Water Shield Roxul Insul. :8n 1 1 9 1 New Soffit Existing C.J. 7 A ng) Tray Ceiling //S,-Il I ,I (Upper Living) vi Ice Water "'4 Over Built Ins 9 Building Perimeter .......... /-Shield /--tj-4- New 112/8"' o" (for Sound) JI F.J., 16"oc PUNK ROOM �J. Roor Perimeter Ste -Down 0 'Sqaush' Blocks V 1/2 Round St Level of 17 f Round 1/2 Round y -1-A-lum. Gutter Alum. Gutter to Bu room :___ -t� ------- 'N� 3) 18" LVL wl (3) 18" L um. Gutter ;Zr -1 1 1 1 1 4" Roxul In5ul.-I Existing...................... -- -------- . ........ VL w/ -------------------- 11�----------- 12�t/-2'LxIT--5tI.-t———————-w w----—- ————————————————- ——- —————- ------------ ..................... ........... v2"91"r-Stt cr F.J./C.J. ------ . ......................................... .............................. ................................................................ . .............................. ....................... (for Sound) Walls (Typical): 0 ............................ X8-PVC - 1714 Fascia Bd. Cr. I -;4" - LIN - Existing 5/JlxI0 PVC la' Ill New "No -cedar" /2" x 9 1/2" L Ir 1 11 5 1 New 14- "1' Joists. 14-oc PVC Shingles no C= I New House Wrap Dimensions 11 APB frieze 5d. of ExistingHdr. Gara e- New L New 8" Open \-New 5/8" T e ox" I I -T 1 C14 Gai N, Existing Sheathing Wal Fs 1 New Cell Sprag Foam GWB on Wal?Slt er-3 1/2" Roxul ilead r Insul, (for Sound)T 2x4 Studs, IV oc Overhang -Overhead Insul R30) Ceiling of Garage New 5 1/2" F.G. T - BID to Match Doors Batts (R21) 00 00 New 2' Closed Seal All Openings \4 (Garage- Unheated) F�t_Ml_ �O_DT NI�Np �C?ym N'IM G_ G M_ Cell Spray Foam n Insulation (R12), Between Garage I Overhead Living Space C) New 3 1/2" F.G. I L 00 Door New 2x6 Pressure Treated Sill, Batts (RI3) I,ew Existing Copper Termite Shield III Ll I i —1 -i—I ± \ I I Gable! New 4" Cone. X8 J_.o14oc Width of Existing Front Revers 2x8 FJ., IC,oc Sill Seal 5/8' Gypsum Bd. 7ZI" 16' A.B., 32" oc ��S78*x ---- -- lklA-1�4[A.AJ-" Pitch to 4 X4 10/10 10 ____________Pitch ------- - - ------- WWF - - ------- Grade Ovhd. Doors 0/75quare 2'x2' Washer New (3) 9 1/2" Z. 1-1 If r-41T Existing 5 s. Closed ..A Existing ExIstin New 8" P.Conc. _T New 5 1/2" F.G. L New 2" Clos Termite Shield, '.—Found. Wall wl Existing P. Cone. Pier i Steel Pipe Batts (R21) (3) 9 T/2' Cell Insulation Bill Seal I (2) 45 Bars Garage Slab Reinf. Footing LVL Girder 'Box" Sill Anchors Bolts Top it Bot. Columns Provide "Quietroc," GWI3 Under New 20*x10" Cont. Existing MBR i Above M h. Exipment i• fP. Conc. Footing to Reduce Sound, eal I Existing P. Conc. w/ (3) 45 Bars JBASEMENj] Are of Mech. Penetrations Found. Wall in B i ement 0 Existing CD-, P.Conc, Slab Existing P. Conc. Footing LF ---------- SECTION B13- SECTION AA_ DRAWING TITLE: Strap SECTIONS Strap Ridge ....... ........... Ril, -7 �sphalt Roof Shingles ...... ............ ............ ............ ........... ......... ............. ............... ........... ......... .... ........... ........... . ............. ............. .. ..... .. ............ .......... 12 (High Wind Nailing) II ft> 309 Felt New 4" Closed Existing or New TC!11 Spray Foam 4 5/8" Plgwd. Insul. (R38) Sheathing ............ .......... =... ............ ........... ............ ........... .... ............. ........ .......... ............ . ............ ............ ........ ...... ......... .. .......... .. ........ ......... .......... ...... ...... ........ ....... ... ............ ...... ............ 12 �FT ------------- POHMER 12 ExIstin .... RESIDENCE o" 2xI0 I "ac ei Post -41II .......... New/Existing Ridge 7779 1 1 All 2xI0 R.R., F ATTIC 1 125 WILLIE CREEK DRIVE all 11I 111i 11I III I 111 6 oc N Doi:mer_Roof MATTITUICK. NY Tr Ing Traq eiling Existing - -------- ------ ---- ----------------- ---- ------------------- TOWN OF SOUTHOLD 2x8 C.J., 14" --- -- --------------All -Dormer Roo�z I-r ------ oc 2X8 C.J.' w0c . ... ....... ---------- 5CTtl# 1000-115-11-11.11 Beyond LV ........... ARCHITECT: New 4" Close d 44 8. 1 1 Standing Seam 4" 5'-2" 4 I:;-V Exi mrig StandinMeam 3 1/2' Roxul Pan Under (Over Porch) Insul. (R38) I Metal of Wal Of L.C. Copper Metal Roof Wa Cell Sprag Foam UNI ofl W-4"(1:nee Wall Location 2x, Stud I in -*-Ba',h 2 Insul, (for Sound) Windows (Over Porch) FREDERICK R. WEBER )a5t r g B a th a Water Barrier _e 2nd Floor Frami T 41 EAST MAPLE ROAD I f3ejond :2x4 c tud Extend Wall U oo Extend Wall Up Water Barrier p New 2' Closed New -to Support 00 Beg�� "\f-L� New 2' C losed Above Kitchen (Heat Resistant) GREENLAWN, NY 11140 T Dining Room Set Wall 4' Roxul Insul. Existingto BR I2x6 C.T., 16"oc (Heat Resistant) Cell Spri� Foam Porch Rafters 12 Porch Rafters 12 5/8" Plqwd. 52 NOYAC PATH CID Exterior:Wall E- (for Sound) 2xI0 ., IC'oc 5/8" Plgwd. i i Cell Spray Foam Kne Insulation R12), Hgt., (T-04f), On 3 Sheath I : New 2x8 3 Sheathing WATER MILL. NY 114% I Z Wall 13'-S* (Dormer Wall to D(X-F New 3 1/2" F.G. (3) 11 1/8" New 11 1/8' Ing ExIsti T N Insulation (RIZ, Interior Reverse '�.R., .. Above Eoting F.J. 1 2XIO '�.R., oc Batts (R 1) TJI 30. 14,0C New New 3 1/2" F.G. in 31 XIS Ing -VLVL (Flush) 2xIO R.R., 14"oc Hurricane Straps on Batts (R13) D'Por Rafter, 10oc I New TIEL 631 154-5555 E t ----- All New it Existing 9'-4" (Door to S*i Wall: 2xIO R.R.. 16"oc 17 1 -------------------------- New T l"weberarchitect9gahol 2xI0 F.J.. 14"oc : I : . j Ilk 2x10 F.J.' 14'oc Roof Rafters (Tgp.) -1/2 Round L New New k1 Alum, Gutter ---------------------------- U i 8" loc U 2x8 C Voc 2 7� 4'-0" --u......... ................. ............ j i -0" .................. IX8 PVC f-A 3'-10 4" 1 4' Ln oxul Insu Exi5ting (2) 18" Z4. 1 Roxul Insul. 0 Fascia 13d. Sta (for Sound LDrop Beam L LVL Girder, Add (1) (for Sound) Dining Room VIAO Frieze Bd. 5/4xI0 PVC Wall 11 : 8*1 i: 1::i� a \_IxIO Frieze Bd. (3) 1 1/2" LVL 3'-2' Coffersieze Bd. 21-4" 1 V 1 3/4"x 18" LVL 1817 (Cont. Around in LI 181; (Cont.(CantAround 0 Hdr., Wrap :q L 4- ------- House tAt �(txrsting, t) x1sting, u e ersa e rim Location of I Porch Headers) t Porch Headers) In I 4x4 Post, Strap KITCHENX ILIVING R001`11 .1 VC Cr Tj t Bot., Wrap (4) Screen Panels �o 11 :F e9 Wall 5o W 00 8. �L' (<) ;3 CIO 4� 11:Ervin Rm./ Removeable 1 1/4" Thick CID 1 1/4" Thick in n Tapered �10 In Mah 3 e Tgp. Bluestone Field 51arig Bluestone Field in Random Rect. New 5/4A Ip Wet Island r- I I I Dec-king on 381-01, in Random Rect. ('HBIG' or Equal) 51-4" 1 IF 113ar IL.C. Col Pattern t- I I ---.,L L.C. Cop)er Pattern Fram e Round Resin Col. 2" Thick ExIsting Pressure I" P. Cone. Slab Flashing Between 4* P. Conc. Slab 2" Thick xisting Flashing f ietween Coping Edge I Treated Framing Existing xi Wall Shea hang t w/4"xC' 10/10 2X8 F.J.' 14,0C Wall Shea w/4"x6", 10/10 Bluestone Porch 51(b WWF Reinf. Porch SI b A 8 F.J.' 100C Stone Veneer 4� A L c WWF Reinf. Coping Edge Patios Existing New 5 1/2 1 c4 Existing New 5 1/2" F.G. Porch Found. Wall APRIL 18. 2011 F.G. I APRIL 6. 2on (3) 9 ?/2" Dowel Haunched (3) 9 1/2 Batts (R21) Batts (R21) J L Dowel Haunched LVL Girder Slab Edge into Slab Edge into LVL Girder 91-3. 81, Existing Found. New 8" P. Core. REV.: MAR 8. 2011 41 91-3* 91-3. 8. Existing Found. 31-4m 9*-3" 8n -04 12'-2o Ij I .. Conp. L Found. Wall w/ (Existing. (Existing. (Existing, (Existing, Foundation (Existing. (Existing, (Existing, (Existing, (2) 15 Bars t DATE: JAN 30, 2011 (Existing, ±) I Wall I Bot. on 20 20. Existin Existin Existin Steel Ne Existing Steel Ne ExIsting Cont. P. Conc. Ftg. SCALE: 1/4" - 1'-0* Existing P. Conc. Existing P. Conc. Cone. 00 Columns jBASEMENT d--Found. Wall on CIO Columns 1BASEMENt] A---Found. Wall none. JOB NO: w201404 Existing P. Cone. Existing P. Come. Wall Footing Footing Existing Existing P.Conc, Slab P.Conc, Slab DRAWING NO. H L L __j L-- 4 SECTION DD_ SECTION CC- OF AIO F I N I S H S C H E D U L E SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS FREDEROCK X a - _ in iy ~ ROBERT s o o v a Ll !bto WEBER z ,L � A Lu W1 C3 F- Z Lu o ,� z O p W U -3 O m � tom '� z m U Q��O�� 1 O O "� O O Z W ac tv O o ;� ¢ ii OL 7. rn to - - a fl- W p w z W tQ z ¢ U U z Q z u F rt' z Lu z A0. q ' u z °° 0 o O t- o IL to U LU LU ao v- H U z U n �a- v- z O a > � � 0 z U !A ! H- z — — FOYER ® 0 Q 1 0 0. 101 Alt.: Wall Paneling (38" Hgt) COATS A ® 0 01 1 0 ° LIVING ROOM 0 0 ® ® 0 Q Tray Alt.: Ix6 Wood Tray Ceding MBR HALL Q ® Q Tray Alt.: Ix6 Wood Tray Ceiling MASTER BEDROOM 01 WIC (His) ® 10 10 0 U" WIC (Her) ® ® 0 0 ~ MASTER BATH d ® 0 Wainscoting (48" Hgt) KITCHEN 0 10 ® 1 ® Q 01 0 010 1 1 Alt: Beams m/ Ix4 V-Joint Ceiling PANTRY ® � ® � � 3/ 2 I/2" 2 I/2" 4' DINING ROOM 0 10 1 1 0 Q ® Q Alt.: Beams FAMILY ROOM 0 0 0 Q Varies Alt.: Ix6 Shiplap Ceding 3 1/2' REAR HALL/CL. 0 0 STUDY © © 01 10 1 0 noLAUNDRY d 0 C) 0 0 BATH 1 ® ® 1 ® ® 0i 10 0 1 Horiz. Bd. (38" Hgt) MUDROOM/COATS 0 101 ® 1 10 ® ® 1 101Vert. Bd. (4C Hgt) (� n GARAGE 1 ® 1 ® 1 0 0 1 01 5/8" Type "X" Gyp. Bd. '' I U BEAM SCREEN PORCH ® / 4" CROWN FRONT PORCH 10 1 0 10 5 1/2" CROWN W RIEZE BD 4" CROWN REAR PORCH FULL SIZE FULL SIZE FULL SIZE MAIN STAIR 01 1 10 1 0 10 ® Varies Alt.: Wall Paneling (38" Hgt) n n n U UPPER HALL ® 0 BEDROOM 1 0 1 1 1 ® 1 101 0 1 0 CLOSET (BR U 0 1 ® 1 01 01 0 O Q BEDROOM 2 0 10 1 01 01 0 CAP 0 CLOSET (BR 2> ® ® ® 0 MOULDING �- BEDROOM 3 ® 1 ® 0 0 0 CLOSET (BR 3) 0 1 ® ® 0 0 N BATH 2 d 0 0 0 0 Wainscoting (48" Hgt) BATH 3 d ® 1 01 00 0 0 Wainscoting (48" Hgt) COVE DRAWING TITLE: BUNK ROOM ® 1 0 01 0 QC BASEMENT 00 � 0 MOULDING MOULDING MOULDING 3/4FINISH SCHEDULE " - NGS MECHANICAL ® ® 0 0 0 42" HEIGHT ...I (TYPICAL) W WALL FACE OF U COVE COVE COVE _ cv ® PROPOSED FINISH _ � JOB: Q ALTERNATE FINISH Ix6 HORIZ. Ix6 TtG POHMER WAINSCOTING SHIPLAP V-GROOVE RESIDENCE 2 1/2" W/ NICKEL VERTICAL STILES t JOINT BD. (OPTION RAILS W/ BEAD) 125 WILLIS CREEK DRIVE / I MATTITUCK, NY TOWN OF SOUTHOLD GYP. BDI. SCTM# 1000-115-11-11.1"1 / BACK BAND , ARCHITECT: m FREDERICK R. WEBER iv 1/4" 41 EAST MAPLE ROAD VENEER GREENLAWN. NY 11140 PLYWOOD NOTE: 3/4" EML ,NYALL ELECTRICAL RECEPTACLES WATRIL11416 O TO BE INST LLED io BACK i/g" 1/ "� HORIZONTALLY IN BASE BAND MOULDING (U LESS OTHERWISE TEL L31 154-5555 2 ]3/4' 3/ 5 i/2" 3 4" 2 3/ - NOSE t NOTED) fweberarchitect�yahoo.com �y 3 I/2" COVE — P I' ' UlINDOUI PANEL � WINDOW/DOOR MOLDING SEAL:�'," BEAM-TYP. HEAD CASING— TYP. 4 SQUARE EDGE ER 3" = I'-O° Half Full Size / / I" !" RECEPTACLE OVER SSHOWERSE NDCURB, Half Full Size Ix8 Ix8 5/4x8 5/4x8 2 3/4" . x 4 12" W. CABINETS, ETC. BASE BASE BASE BASE C v w� CC) n v' Note: Where Window Sills \ � M Occur Directly i/2" i/8" 1/8" I/ SHOE REV.: Above Countertops. MOULD MAY 15, 2011 Eliminate Casing and Extend Backsplash to _ I/4 WIDTH AS REQUIRED 1/4 DATE: APR 15, 2011 Underside of Sill W. � SHOE SHOE SHOE SHOE SHOE OUL WINDOW SILL— WINDOW 3/4' CASING � SCALE: JOB NO: w201404 ELEVATION SILL MULTIPLE UNITS 3" = I'-O" Half Full Size Half Full Size 8" BASE (Typical) 4 13ASE (TtgplCal) DRAWING NO. FULL SIZE FULL SIZE HORIz. VERTICAL © o PANELING WAINSCOTING BOARDS 130A DS O Half Full Size Half Full Size Half Full Size Half Full Size OF AIO FREDEROCK ROBERT WEBER Tie aROHOTECT FX1 Beams I i I — - i- - °tone Ledge Panel . . . . . . . . . . TV Projecting Stone Ledge --------.--- no I i L........... U Bookshelves Window " Stone en er -- Firebox Ca et I I U Bench i FAMILY ROOM (EAST) on ' — DRAWING TITLE: Existing Living Room Ceiling INTERIOR ELEVATIONS New Ce+hng Tie JOB: Upper :Tray Ceiling POHMER Existing New RESIDENCE Rafter Rafter 125 WILLIS CREEK DRIVE MATTITUCK, NY TOWN OF SOUTHOLD SCTM# 1000-115-11-11.11 - -- - - - - - - - - - - - — Existing ARCHITECT: 2nd Floor FREDERICK R. WEBER 41 EAST MAPLE ROAD —2f GREENLAWN. NY 11140 :;- 52 NOYAC PATH WATER MILL. NY 1191L TEL L31 154-5555 Panel fweberarchitectayahoo.com SEAL:00 p Bookshelves BooksheIfe5 ;4 Stone :Surround r' Cabinet Ca et \ /� �/ Firebox I in E-- 1 -11 REV.: MAY 15, 2011 DATE: APR 15, 2011 LIVING ROOM (WEST) JOB 1.2• = 1'-0" JOB NO: w201404 DRAWING NO. O - - - - - - - - - - - - - - - - - - - - - - - - - - - - OF AIO SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 4 TIE a EACH RAFTER IFIREDEROCK Joint Description Nan Sizes Nan Spacing ROBERT ICE SHIELD UNDERLAYMENT WEBER REQUIRED - 24" FROM EDGE ROOF FRAMING CD HURRICANE CLIP Rafter to Top Plate(roe-nalled) 3-8d per ratter TYPICAL. Ceiling Joist to Top Plate(roe-nailed) 3-8d per jolst Q��IZ�� Ceiling Joist to Parallel Rafter(Faos-nailed) 3-18d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions(Face-nalled) 4-16d each lap HURRICANE CLIP USE Collar Tie to Rafer(Face-nailed) 2-8d per tie SIMPSON H3 Bloddng to Rafter(roe roiled) 2-8d each end Rlm Board to Rafter(End-naiad) 2-16d each end WALL FRAWNG Top Plate to Top Plate(Foos-nalled) 2-16d ' per foot Top Plates at Intersections(Fece•nailed) 4-16d joints-each side SIMPSON H2 HURRICANE �to Stud(Fac"alled) 2-16d 24"o.c. e ST31 METAL STRAP Header to Header(Face-nailed) 16d 16"o.c.along edges CLIP NAILED. FROM PROVIDE Sd COMMON ALL JACK POSTS RAFTER TO STUD. - NAILS 9 4" O.C. AT w/ 4 - 8d NAILS TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL EACH END - TYP. Top or Bottom Plate to Stud(End-nded) 2-16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2-16d per 24 stud SHEATHING TO LAP TOP WALL PLATES 2-16d per 2x8 stud �9 APA RATED PLYWOOD TO Bottom Plate to Floor Jolst,Bandjolat,Endjolst or Bloddng(Face-palled) 2-16d 1 '2 per foot0 EXTEND TO TOP OF TOP PLATE. 4 - 8d NAILS FLOOR FRAMING TYPICAL MST37 METAL STRAP /9 JACK POST s; Joist to S!D,Top Plate or Giller(roe-nai{ed) 4-8d pea'jest MST2l ® STUDS a Bfting to Jolst(roe-nailed) 2-8d each end I_I w/ 4 - 8d NAILS 948" O.C. Blocidng to Joist(Toe-nailed) 2-8d each end �n� EACH END - TYP. SIMPSON MST21 Bloddng to Sin or Top Plate(Toe-nded) 3-16d each block I I 11/2" WIDE - 12 GAGE Ledger Strip to Beam(Faos-nailed) 3-16d each joist o METAL STRAP 932" OC. Joist on Ledger to Beam(roe-naned) 3-8d per joist �n FLOOR JOIST MAXIMUM. Band Joist to Joist(End-nailed) 3-16d per jolst LJ�J Band Joist to SDI or Top Plate(Toe-nailed) 2-16d ' per foot n n n DOUBLE TOP----7 PLYWOOD SHEATHING ROOF SHEATHING PLATE TO OVER LAP BOX HEADER St 2 x 4 914" O.C. BEAM - TOP + BOTTOM. other Panels 8d 4 o.c. perimeter zone other 6"o.c.edges of STUDS SIMPSON MTSA 18-2 W/ (4) 8d NAILS TOP E panel, 12"o.c.Interior 0 BOTTOM 9 32" O.C. Dgonal Board Sheathing of Panel 1"x 6"or 1"x 8" 2-8d per support SECTION ELEVATION 1"x 10"or wider 3-8d per support CEILING SHEATHING c, Gypsum Wallboard 5d 7"edge/10"field O SIMPSON MTSA 18-Z W/ O �(4) 8d NAILS TOP t "§ WALL SHEATHING BOTTOM s 32" O.C. Structural Panels 8d (sem table 3.9) SIMPSON LTP4-Z W/ Fiberboard Panels (4)8d N LTP4-Z W/ 7/16" 6d 3"edge/6"fleld (4) SdMNAILS TOP f BOTTOM 1®S32"O.C. 25/32" 8d 3"edge/Wfield P I BOTTOM 32 O.C. FLOOR JOIST NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION 8d NAILS 9 4" O.C. = ` V °,`.4' �^ Gypsum Wallboard 5d 7"edge/10"flak! DRAWING TITLE: (SHEATHING TO LAP SILL PLATE) u EBAR m . Hardboard see table 3 9 b a P rt'ckslxasrd Panels 8d (see table 3.g)(2) 2x 4 SILL PLATES i CODE DETAILS S COPPER TERMITE SHIELD Board n$ACO wl SILL SEAL (T P.) w w - 1wx8 ort x8w 2-8dr N n Pesupport -S 5/8 x I 2N C ;.t. - 1w x1 r r , 0"o wide 3-8d 8d su • 2"4"6/14" ER. Pte' 1 ... ,. WASH . ...... .. .,_,,.. - D -•` G. EE FOUNDATION :..., . ;r FLOOR SHEATHSATH MkFOR DESIGN/REINFORCING (HOT DIPPED GALV. OR STAINLESS STEEL) �`• ISOLATE WASHER FROM Structural Panels SILL PL W/ FELT STRIP 1"or less 8d 6"edge 112"fwd greater than 1" 10d 6"edge/W field JOB: HOLD DOWN + SHEAR CONNECTION CRITICAL PATH °iagor,a1"x 6"or 1"xlBoaro1"x ,ice 8" 2-8d per support P OI"f l"'I ER 1"x 10"orwkler 3-8d Per support RESIDENCE PROVIDE 8d COMMON NAILS 9 4" O.C. AT ALL HIGH PRESSURE ZONES �Naning requirements are based on wall sheathing palled 6"on-center at the panel edge.if wan sheathing Is nailed 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall 125 WILLIS CREEK DRIVE NOTE: HIGH PRESSURE ZONES ARE ALL AREAS be doubled,or alternate connectors,such as shear plates,shall be used to maintain the load path. MATTITUCK, NY 4'-0" FROM ANY RIDGE, HIP OR GABLE END-72When wall sheathing Is continuous over connected members,the tabulated number of nalls shall be permitted to TOWN OF SOUTHOLD be reduced to 1 -16d nal per foot SCTM# 1000-115-11-11.11 1 1 PROVIDE 8d COMMON NAILS e 4" O.C. ARCHITECT: AT ALL HIGH PRESSURE ZONES ~ .'f��0�1iL1�'8d'�Z2FtM��I'MAIL' 'l:'b.G:.'•'•'•'• •'•'•••••'•'•'•••• -AT ALL'OTHER PORTIONS Of•ROOF• • • ' ' ' • ' ' ' ' ' ' ' ' FREDERICK L WEBER 1 '•TYf'aC�AI.�•'•••••••'•'•'•••'•'••• •'•'•'•••••'•••'• .'.'.'.'.'.'.'. . . . . . . 41 EAST MAPLE ROAD GREENLAWN NY 11140 DESIGN CRITERIA: 52 NOYAC PATH ti-----------------^__ _________________-_ .r I . . . . . . . . . . . . . 1 i.- ------------- i 1 91L WATER MILL. NY II ------- ,1 `•,l II �'------U ---------------------------------------- ---------------------- y -------------------- -------------------------------- ----- - _ __ I GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 'Y----------------- '' I I/4" x 20 GA. GALV. ;STRAP I I/4" x 20 GA. GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 34" fweberarchitectayahoo.com j; w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY EACH END 914" O.C. EACH END 914" O.C. BEDROOMS - 30 PSF. L.L. DECAY - SLIGHT SEAL:. =., '::`==:. , 11 '. rJ • • • • • • • • • • • • • • • • 11/'4 x 20 GA. GALV. STRAP 1 1/4" x 20 GA. GALV. STRAP ICE SHIELD UNDERLAYMENT REQUIRED - YES f�'L ' •.•. ...................... e.'.. .. �,. �� \�a w/ 5-8814"CO.CMON NAILS TO EACH8 COMMON NAILS IN SEISMIC DESIGN CATEGORY - B A fir' ,�.,..i ..... L . I ..... .......... ............. .. . , . . . . . . . . . FDt•V x II . .•. . /`` r� Line of Roof Bre�'k''� e .'.'.'. .'.'. . . . . . ...rr. ....• y, - DESIGN CRITERIA: - - ' N I I I • • • . . • • • • New Ridge \ea Existing Ridge {. " • • • • • • • • • _ DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME Q i r • •••.• • ,`��' CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. T--- . . . P,0 i Line of Roof Brea ...... .�..�. .......................... New Rill e �� New Shed - 1 1 2'-0" MAX. ✓ WINDOWS - GLAZED OPENING REV.: MAY 11, 2011 I Roof {` r, �/ I ti 1 �'� 1 :: ,..; /� '°�'� fir,-•:��.�, T-0" MAX. Y h}rM DATE: APR 16. 2011 2 - 8d COMMON ' , �cd .�,�-,: ..krir • • E 3 fi• ' • • ': • ' • h `` r>'s= EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE • (y 1 1 ,f,- NAILS TO SILL w w . . . . _ __ --.-r<.- ...,..... .._...................._.....�,....................._.. ___-____-______ 1 z� o Y' SCALE: ' . . . . ; . . . . . R =PwN.- DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM _ New ed �_ ---- = s . . . . . . tr;:fK; PLATE u _: I.'x.�.�� JOB NO: e201604 Ro f',' �, J ` ; ,.•`` € z I £ • • • • • • • u;:u E 1994 AND OF ASTM E 1884 REFERENCED THEREIN. IN LIEU OF IMPACT t:.r,t• ><f; �.: RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS ............................_..............F • • 'h4`v " OF 1/14" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING _.... • 7s ' lr PROTECTION. ATTACHMENTS SHALL BE 2 1/2" t#8 WOOD SCREWS, 14" OC DRAWING NO. I I Q1 �' ----------------- - FOR SPANS UP TO 4' AND 12" OC FOR SPANS BETWEEN 4' AND 8' 1 ,Cu fr;t a •I. ROOF O F P L.11 N 7tryy�.. Yic)2i}Q. v .r';' "W^"r, GARAGE DOORS TO BE RATED FOR 120 MPH WIND LOAD. Q z I, 1 _ 1 1 L I I 1 �?'-------------- � COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR OF AIO I 1 ---------------------------------------- I 1 I I 1 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 9. NAILING PLSCHEDLLEE HALL EXTERIOR R THE LL BNE.N.Y.S. BUIILDI D CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8' MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D ® 12" O.C. INTERMEDIATE. TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. FREDERUC K ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN b" WALL OR AS SHOWN ON DRAWINGS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ROBERT PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR ► 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. ' EBER 1. DOUBLE UP FRAMING-UNDE -AL aST AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. WINDOW SCHEDULE 8. ALL FLUSH WOOD C NNEC IONS S'�HALL E FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. Unit Model R.O. Area EgressQROHOTEOT — �� Opng D C ® CUDH-NG2824/36 T-10 3/8"x 5'-8 1/8" - No 'Al , ® NOT IN USE I © CUDH-NG2420 T-b 1/4"x 4'-0" - No CUDH-NG2418 T-b 1/4"x V-8" - No i Q CUDH-NG302BE 3'-0 1/4" x 5'-4" - Yes r ----------------- --- - ----------- ---------------- ----------�-- -- ------------------� I I I ------- ------- • ------ ------- ------- ------- ------- - ----- ------- ---- - I O CUDH-NG2830E T-10 1/4" x 5'-8" - Yes —.—. �.— I _______ _______ __---__ ___-___ _______ _______ _______ ___-___ ______p __----_ I New (3) 9 I/2" VL Hdr. 6xb Posti New (3) I/2" LVL Hdr. New (3) 9 I/2 LVL Hdr. GU CUDHT-NG6812 5'-10 1/4" x I'-8 3/Ib' - No I I I V I Pitched Roof I I I x l l I HO CAWN2424 2'-I"x I'-II 518" - NO I I I � I I � I l i J CUCA2854E 2'-5"x 4'-5 5/8' - Yes = Ltne of Ceilin Break 0 III - -----g ------- ------------- -- -------------- I III ------- ------------------------ - -- 111 CUPCA2814E 2'-5"x 3'-1 5/8" - Yes N o o i n o o .0 M I 1 1 I a - _� _ - O CUDH-NG2018 T-2 1/4' x V-8' No Flat Roof ac U U I I I CUDH-NG2020 T-2 1/4' x 4'-0" No O 00 9 � 0o I X X X X ; X X I ------- ---3 171"xT4'r�fS TATove �It�im-1Soor3 -----` X `1' `1' N N ; N N O CUDHT-NG6820 5'-ID I/4" x 2'-4 3/16" - No I� z z z z z z I I I T- I I I I I I Model Numbers Refer to "Marvin", Clad, Next-Generation, Low-E II w/Argon Glass, Plywood Storm Panels I I Remove Rafters tan Htp Roof This Area,, I I I / 1= Extend Roof to Gale End ( J 1 IIS--------------------------- 11rf) Existin Header �� I> New 2x10 R.R., 16"oc I� New 2x10 R.R., 16"ac' New (3) 9;I/2' LVL Hdr. New (3) 9 I/2" LVL Hdr. New (3) 9 I/2": LVL Hdr. ; g: I D O O I� S C D U I v I� r'=-----------4>�-------- Wall o e Undersi of Porch R. �. \ i Ia- .--------} -------�'_�4) 2'x4, Block cv " I :\ Existin , I w Iw \Q •' to F•ound. .Wall ( z 2 I \ ° g i o I a z I v Below - ------ ----------- ------------- 0 I \�-- ---Tray Cetlrng ---- Unit Model Width t Height I.t Beam to Extend -a Pitched Cethng :o I I - i� I " I° GF .• New (3 II 1/8" LVL (F ush) i Oc ml front Door t Sidelites 3-0 x 6-8 (Door) _ .-._- _ - _ - to Exterior Wall ar — — — — — — — I I Line of 0:erla Roof j I ("Sim son Door"- Custom) (2) I'-8'x 6'-8" (S.L.) - I - Ltrie of r +I I ............ ...y............. ........ .. ... .. I �' O P `"J' Line of 2nd Floor Wall bove a- I i" 1""' i I X I '•. J I •.•' .••overlay Roof I I + -wuW I I I I O x 1_ 1 " I. III X ,� I W I 2 Marvin CUIFD60R68 XXR 6 0 x 6-10 1/2 I I L New 11 1/8" TJI 360, 16"oc I I New II 1/8" TJI 360, 16"oc I I I I �� I 0 Clad Ultimate Inswing French Door (R.O.) n ----------vr1�-------�__ all( z ---- --------- - -- ----- I c , I " 1 l=7 -------- i - o i l ----------------- I -°-1 �--- T— ------- Line of Citdmg Break I I , I O Marvin CUffD30b8 O 3 2 1116 x 6-10 I/2' ------ -----� ---------- _-£1� -- -+--- -- ---- >�=1 ------- I -- ------- -f- o ---� I I�New (3) NO R.R.--- c I� �� _ - x 6-10 I/ .......... . r Clad Ultimate French Sidelight ( ) m I ----- �,I I I ; i �° I W "Marvin" CUIFD5448 XXL 5' S 5/8' 2' II N I I' - - -- - I•I ' I - I i I I ® Clad Ultimate Inswing French Door (R.O.) �. ..L.... .. ... iii E sting or " I Existing or II i n1I1 i ' " >Y I I ' I,I i � �, rY I E sting 2x II6"oc "Marvin" GUIFD2068 O 2'-2 1/I6'x 6'-10 I/2" xi 10 R R., I N IIIIM Ne 2x10 R.R., 16 oc o I New 2x10 R.R., 16 oc I I I I I p O• ••••• •..•..••• 1 a O ^ III p. ... Feat Ceiling ...... yt. X I v16 , I Clad Ultimate French Sidelight (R.OJ = I a I DRAWING TITLE: N _ [a O Xr- N J I III _ > x 1 -__--_TI----� -�_--_- --- -�- _ -----_ ]-4 U U I I N N 1 I 1 .......... „ New 3) 2x10 R.R. I '• ' o= ____��__ r I ' _ ______ N �, m � I 0,' I ® Marvin CUSFDI2068 OXXO-RH 12-0 x 6-10 I/2 ZN I' -�s---- -��,t --- -r- �i a� X c k` I �' ---------------1-: =-------- -° __1 I N N 5 I Clad Ultimate Sliding French Door (R.OJ Width of - - -� -------- ---I.-_--------J a� ,I I --- I, CICS �, � �'� I 2ND FRAMING Chimne I I I r-- r IWI ' __ U' G' v ,n k - ' I I Therms-Tru , fC65, RH y 11 .--- i z r rK z W n� ,� I 0 (1/2 Glass-T 2 Panel-Bot.) 2'-8'x 6'-8" (Door) (IST FLOOR) Through I I � I' I I I I I.�I I I , , u, � I I - op. o, I > ' r �, v Line of C ihn $reek 6 I Roof I _> I I I I r r I I I -- -- ----------- ----- --- -- ' I I A "Therma-Tru". FC65, LH 'a` I 6x8 Ties w/ (2) 2AO--RR -' I I I.I ; ' ; m I I I ® 2'-8"x b'-8" (Door) • " I x� I I New (3) II 1/8' ��/L lFl sh) I I _ New (31dLJL8 LVL (Flush) r I I I Al (I/2 Glass-Top, 2 Panel-Bot.) A� I� Each Side w/ (3) 31`4 � W -____-� ___-- L-- ILS I -- - ----__ _----__ -- � I I x Machine Bolt Connection, I v^ I I --..—.�-�--=.——� — -- _ --- _ FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x6 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" MIN. THICKNESS OR AS NOTED. AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 0 9 12" O.C. INTERMEDIATE. TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED 4. ALL HEADERS V-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. HURRICANE TYPE CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. ��a�� ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL ( 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 9 8'-0" O.C. GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS ROBERT PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. SHALL BE REQUIRED AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" LVL RIM JOIST SHALL BE REQUIRED AT FLOOR IIII 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 3� ALLTMULTIPLENLDVL PRODUCTSEW/A SDTEELECTION PLATE OF HAVEN2NTS ROWS OFL12� DIA,AS PER GALV�MACHINE BOLTSNUFACTURERS g RECOMMENDATIONS.4' OC WEBER WINDOW S C � �D U L 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY 'SIMPSON" OR APPROVED EQUAL. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. Unit Model 4 R.O. Ap Area A°►RC OTECT ��\ D C ® CUDH-NG2824/36 T-10 3/8'x P-8 1/8" - No © NOT IN USE CUDH-NG2420 T-6 1/4'x 4'-0' - No l — @ CUDH-NG2418 T-4 1/4'x 3'-8" - No Q CUDH-NG3028E 3'-0 114" x 5'-4" - Yes - ----------------- ----------------+—� ---------------+r�� ---------------r—z ---------------- O „ " i t i I i ,I i i i i i CUDH-NG2830E 2-10 1/4 x 5'-8' - Yes -.r---------------- ---------------- ---------------x-r---------------- ------------------� I @ CUDHT-NG4,812 5'-10 1/4" x 1'-8 3/16" - No II II V II II I I 1 I HO CAWN2424 2'-I'x I'll 5/8" - No II II II II I t I I JO CUCA2854E T-Vx 4'-5 5/8' - Yes r n II II U II II I I I I KO CUPCA2844E 2'-5"x V-1 5/8" - Yes no II II CUDH-NG2018 T-2 1/4' x 3'-8" No II CUDH-NG2020 2'-2 I/4" x 4'-0" No I I (2) 9 1/2" LVL (Above Transom) ' CUDHT-NG4820 5'-10 1/4" x T-4 3110 - No Q r.---------- 4....r.,f- : ------- - '• I I Model Numbers Refer to "Marvin", Clad, Next-Generation, I I I I Low-E II w/Argon Glass, Plgwood Storm Panels jI '• '' I I I I O ................................................................ • .............................................� (3) 1 I/2" LVLLine of Ist Floor Below Line of Ist Floor Belau-------------------------- •• -- --------------------- - --------------------- DOOR SCHEDULE U I 1..� rI I I r I I `� I Unit Model It Width ( Height i I I I I I I ------------------ I I I (3) 1 1/2" LVL m I New 2x8 i.J., 10 oc a,l I I I 1 Front Door itSidelites 3'-0"x 6'-8" (Door) New lid R.R., Id" oc I New 2rdOv .R., Ib' oc I I 1 I j O ("Simpson Door"- Custom) (2) I'-8'x L'-8` (51.) • "Marvin" CUIFD60R68 XXR 6'-0' x 6'-10 1/2" FL___� �� I }• I �I = I ---- -------------------- - ---J I I I I Clad Ultimate Inswing French Door (R.O.) n - - I I I I� l=am I I 4 00BATH 30 1 I I ' *• I I I j I I I I j O Clad Ultimate FFD h Sidelight 0)/IL x 6-10 I/2' •. I = I I I I I I I �Y o o cv I I I I BR 3 co I I I I I \Q t Clad UltimatelnswD4 rngF en h Door XXL 5 /8' x 6'-10 1/2' R 2'•.,�"� �I /New 2d0I R., 16' o* . "Marvin" CUIFD2048 � / '-10 I/2" CladUltimateFrenhSdelit R.0>F IL---� ?�,2 � z°x° O I•'1• '•I � ;ac Ii III II1 III I © DRAWINC14 C14 G TITLE. "Marvin" CUSFD12098 OXXO-RH 12-0� x 6'-10 1/2 ..................................p . .... . ... v oc Clad Ultimate Sliding French Door (R.D.)y _M . .New 2x8 J., I6 C14 � ----- I Therma-Tru". FC65, RHZ ROOF FRAMING +io z I •'.New 2 0 R. . IG" oc I New 2x10.R .;td" oc � I I I I (1/2 Glass-Top, 2 Panel-Bot.) 2`-8"x G'-8" (Door) (2ND FLOOR) A .4 to to I I i i t 8 "Therma-Tru" FC65, LH 0 (1/2 Glass-To 2 Panel-Bot.) 2'-8"x d'-8' (Door) A,' I p. ,.�•• I I I I I I Al (2) 2x10_ _ 2) _J _) 2x�C1. (2) xl• (Il> xl I I I Verify Operation I II ILI, \......'.'................... Hxts tt'i 2x10 R.R.. 16" oc� 9 JO>3: New Ridge II 1. 8" LVL Existing Ridge -------------------- --------------- I New 2x10 R.R., 16" oc -- --- =: ------=- -- -- ---- ----- --- a I I OHMER I I :o J$ i ,� > .. VIII �ESID�NCE �e ••••••o ......^o host Ridge Y (' Overlay Roof ---------- :....._. _ mei Over Bsmt. i - I I RIPE .. .. :::. " I iii i I 125 WILUS CREEK D ........ . ............. :..: �� U -------- ------ - - r !/� VIII \ ' ......................................... . L' MATT TUCK NY ................................... . oc r �� r Illi I z:. 2 ul `. 1 I I TOWN OF SOUTHOLD New 2x10 R.R., 6 c I O I 1 I X •` (2) 1 1/2" LVL Posit Ridg ` ^� VIII I I I SCTM�t 1000-115-I1-11.11 z —•— _ `�,G y VIII ` New Ridge I i z Nein 2x1 R.R., 16" oc 2x10 R.R., 16" oc''. > VIII 1 --T—� ARCHITECT: (2) 1 I/2" LVL : Wall to Extend'U I x to Unde ILII I I � � o O v .•' •.• I��..::.......................................� ��°- III� - � rside'of � •.R. � I I FREDERICK R. WEBER =° ^,.. .:..........................................� loll _� 8' Ceiling---- +�`�r, ��ti i �� j MAPLE Dormer I Z - ::1 . ....:::": ��; i l: New 2x8 C.J., 16 oc rom Tray-•'Ceiling 79 L I ;o I WN. Y 11140R I III 41 EAST afters over BR I. GREENLA 52 NOYAC PATH �' •' a' I BR 2 Post Ridge = BR I III1 Knee Wall WATER MILL. NY 11914 I ? : :. �'?..i .: I I +/O 1 �. :::::© ::::::::::... . .........:: ' ��<..:.r I OvernBsmt. ,R� r ---- - U �, . I Colum ------------------------- ------------ --------------- New 2x1 R.R., 16" oc I New 2x10 R.R,, 72 TEL 431 '154-5555 I 16" oc0 `XCli v j I fweberarchitect8gahoo.com M > I z '// Newl2x10 R.R., 14" oc w 2x10 R.R., 16";oc BAH 2 i I z I I SEAL '.-�''�e '?itched I I �' AGK ry. �•\ Ceiling �• �"F Flat "Tray" Ceiling ---------------- 1 -" - �.. n� y ; I —1 (3) 2x10 R.R. ® Gable End—I ( - n� I ----__ y _�- rnl I (3) 1 I/2" LVL �I �--i R� I 1 q I I> (3) 1 I/2" LVL I ___________ k I ----- Line of 1st Floor Below----- m� loo � , f ,�, I i I New 2xl R.R., 16" ocXI New 2xI0U .R., 6"' qc l� M New 2xl R.R., 16" oc i New 2x10 , 16" i C / New 2x88 J., 16' oc i 1 ADDITIONAL NOTES: MAY 15. 20111 B I I B I I PROVIDE #SIMPSON" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. APRIL 18. 2011 A-I Dormer ---__j I A, I I TO FOUNDATION WALL I L-----------------L_---_-_-----------'R APRIL A. 2011 (3) 1 1/2" LVL Q PROVIDE 1/2' PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL REV.: MAR 8. 2011 APB INDICATES "ANTHONY POWER BEAM" DATE: JAN 30. 2011 I // � \� I KALE: I/4" - JOEL NO: w201404 I , 1 1 e 0C yd DRAWING NO. I '>+ n � I ROOF FRAMING (.2ND FLOOR FLAN ) I I ---------------------------------------- �0+ OF 52 PLUMBING NOTES : ELECTRICAL NOTES . I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. I- RECEPTACLES t SWITCHES TO BE "DECORA" (LEVITON). WHITE. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. 2- DIMMERS TO BE "DIVA" (Slide Control), WHITE. 3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 4- ELECTRICIAN TO SCHEDULE "WALK-THRU" WITH OWNER PRIOR TO BEGINNING WORK. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN CRAWL SPACE. IFIREDEROC { 5- ALARM CONTRACTOR SHALL PROVIDE. INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE 6B [ROBERT— ALL SINKS ARE TO E UNDERMOUNT . DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. 7WEBER — PLUMBER TO PROVIDE "T" CONNECTION IN MECHANICAL ROOM FOR IRRIGATION SYSTEM. COORDINATE W/ 6— ELECTRICIAN SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ IRRIGATION CONTRACTOR. OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). 8- PLUMBER TO RUN AND CONNECT PROPANE PIPING FOR RANGE t GRILL (EXISTING POOL, FUTURE GENERATOR). -I- ELECTRICIAN TO INSTALL PADDLE FANS (OWNER TO PROVIDE). ELECTRICAL SYMBOLS 8- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. 9- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. SYMBOL DESCRIPTION QRCHOTECT DUPLEX RECEPTACLE W.P. 0UP.REC.-WATERPROOF GFI DUP.REC.-GROUND FAULT [ I DUP.REC.-FLOOR DUP.REC.-(()SWITCH OPER. SPECIAL OUTLET --- -L---------- 0 SURFACE MTD.-CLG. 1 Op SURFACE MTD.-CLG. (Porcelain) I ----- ------- ------ ------- ------- ------- ------- - ---- ------- ----- ell, __---_ ------- ------ ------- ------- ------- ---- --- ------- -- ---- RECESSED-CLG. I I I 1-0 WALL MOUNTED DUP. FLOOD 04 HIGH INTENSITY. 5WIZEL RECESSED I i i i i i i D CLOSET LIGHT III ---- - -- � _ ------------------ --- ----- ---- -- -- -- I I i -------- - - - - - -- 1 I I sQ SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE no DOORBELL/CHIME o �� --- — ---------- --------- -- I PADDLE FAN �--� W.P I 1 I l j I I ° I PADDLE FAN / LIGHT I I I Hose TV IIS --------------------------� ATTIC FAN (� (� Bib I I I p W.P. SPEAKER 1 r-------------1-- ------_� l I l.� L_:.�------ - ---------_.:_J / GFI GFI 3 x1 Ex Ex/ j ° -------- — ---- '^ WO ------------- j \\� i� I CABLE VISION ---------------- — PHONE I I ----------------� .. ................................................. ....... .... ..I I I I Ex I I © COMPUTER (Cable t Phone) 1 f :...................I.. ................. .... .................. .... ..... ........ I I I ......................... ... I '/ I I I i i ' I I LIGHT W/ HEAT/FAN/NIGHT LIGHT O I Ex , Ex I I I I I Ex THERMOSTAT �(I�h _I i I ------- ---r�-- --- ---� I = - ---- - --- ----I 1— `IO'GFI— ------- ''� ----------- ---------- I i ' i FAN/LIGHT ,' I I O SMOKE DETECTOR ,.... i i ...................:. :Pen t : I ,�/ Ex Oco CARBON MONOXIDE DETECTOR ................I..... .. .... '�` - --- 1 o I I I ;\ i............... x I $ SWITCH ........ .... ... I Chande r- _- --- I I - I ' � � I I $ DRAWING TITLE: -----------1�' =. ------�-, --- I--- —L -- —I —�= 1—� ]]ink ExSWITCH 3-WAY------� ..... ....... I •� , �— SWITCH 4-WAY ELECTRICAL ----------- — 1 _____ SWITCH W/ DIMMER Hose I I I I I ' _ I IST FLOOR Bib I ..-Ch del r I I I / 1 i DW _ - _-_ --- _ ,, I I SWITCH WATERPROOF ---- --,--------- - 1 $ w 1 i _ _ _ i I 1pe _ I x Ex I I JS JAMB SWITCH j -t=----- � � ---- - - -------� C---•�= f�__ __ ____ __ �'� I E" I OEx I i K® KEY PAD 1 r—�'---------I--- -------� '. I -_ I I I I EX EXISTING I 1 I I I Re I `\ J--------- I cr I I I Ex (DEx \ ,� ,'I JOB: - - _----- --�--------- -- �, �— --------------- -- ____________= POHMER pl 3 3 1 3'' Ex I RESIDENCE I I •i i Ex I Surface 125 WILUS CREEK DRIVE i Ow.P. -- '` ------ Surface I I — --- ® 3 ' ,' i MATTITUCK. NY I I jS -- ---- -----Si ----- �+ I II '�' ' I TOWN OF SOUTHOLD SCTMS 1000-IIS-11-1'1.1'1 JS II \ `�' I ARCHITECT: ----------- ----------- I I s Surfar I II ' FREDERICK R. WEBER 3 ` ° ` I 41 EAST MAPLE ROAD \ — — —————---------———— II \ �:'• \` GREENLAWN. NY 11140 GFI GFI 3 � \` I I =_______= ii \ \� \� Bib WATER 52 NO AICI.I_PPATH Hbs\ MILL, NY 11911. Ex Ex I II \ TEL 1.31 154-5555 I \\ I urf ace Ex w•P• \ j j ` _____________ `A fweberarchitectagahoo.com -------------, `� IW I \\ II --------------- x x x �\ I I . :. Ex SEAL:.,.; -""t, � I ---------------- ----- -------- 4_---------------- y�� , --------------- - _ ----------------- --------------------------- ------- ------------- --1-11 - I O -_-_ ___ \ ELECTRICAL � Ex AC #1 AC #2 ; 1ST FLOOR PLAN ti I j — ------------ ; I Hosel Ex I j To Post /� _ I,_O�, ---- I I 1 Bib I I I Light I IMAY -------------- I I I I .. . ..........................................(...........I I L ILL 2011 . 11 APR ----------------------------------- APRIL 18. 2011 I 4 REV.: MAR 8. 2011 I , I ELECTRICAL FIXTURES : APPLIANCES : OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BCONTRACTOR): DATE: JAN 30. 2011 I Y I- CHANDELIERS (DINING, FAMILY ROOM. SCREEN PORCH, ETC.) SCALE: 1/4" - 1'-0" OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRA C R I- RANGE: (6) BURNER DUAL FUEL, 36", BURNERS- PROPANE. OVEN- 30 AMP ELECTRIC 2- KITCHEN PENDANTS JOB NO: w201LO4 \` I 2- MICROWAVE: DEDICATED/GROUNDED 15 AMP RECEPTACLE 3- BATHROOM t INTERIOR WALL SCONCES •4-- SURFACE MOUNTED INTERIOR t EXTERIOR CEILING FIXTURES 3- WALL OVEN: 21" DOUBLE ELECTRIC WALL OVEN, 30 AMP' CIRCUIT 5- ALL DECORATIVE EXTERIOR FIXTURES 4- REFRIGERATOR: 36". DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) DRAWING NO. I i \ 6- PATH AND POST LIGHTS (120V, Line Voltage) 5- DISH WASHER: ELECTRIC t PLUMBING 6- BEVERAGE RERIGERATOR, 24" WIDE/UNDERCOUNTER, DEIDICATED/GROUNDED 15 P RECEPTACLE 7- PADDLE FANS -�,-'- `\\ i l- KITCHEN HOOD: 36"Wxl8"Hx24"D, CT EXTERNAL BLOWER, '900 CFM ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: I 8- WASHER: FRONT LOADob- I- ALL PORCELAIN FIXTURES \ 9- DRYER: ELECTRIC DRYER 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO".•4". LED), HOUSING t TRIM (White) 3- ALL CAST S. IE // \�I 4- UNDERCABINETMKITC INUMD NP FIXTURES IGHTLEX FLOOD TSTRIPS). OF E2 FREDERECK ROBERT WEBER ELECTRICAL SYMBOLS SYMBOL DESCRIPTION A CHOTECT 0 DUPLEX RECEPTACLE W.P. DUP.REC.-WATERPROOF ------ 0UFI DUP.REC.-GROUND FAULT DUP.REC.-FLOOR �,\ ---1 DUP.REC.-(I)SWITCH OPER, Cp SPECIAL OUTLET I O SURFACE MTD.-CLG. OP SURFACE MTD.-CLG. (Porcelain) %—,I I ---------------•+ --------------- — ---------------•= ---------------i I---------------�—+ RECESSED-CLG. -i_r---------------i_r---------------i_r---------------a_r- -�_� ,._fi-------------- ------------- I I 1-0 WALL MOUNTED II II II 2 II IIV I I I I M DUP. FLOOD II II 04 HIGH INTENSITY, SWIZEL. RECESSED II II p CLOSET LIGHT II II I I I I 0 SHOWER LIGHT (Wet Location) I @� UNDERCAB. FIXTURE no ,I►—; DOORBELL/CHIME O I ❑F EXHAUST FAN v� j PADDLE FAN J�J . I I I.•' I I PADDLE FAN / LIGHT II I I I I I I I I ❑ ATTIC FAN II I I p II II---------------------- --------------------------------I----'—'— ------------------------ U I sP SPEAKER TELEPHONE I I '••. .• I I I I I 1 \ r------------------ I O CABLE VISION COMPUTER (Cable t Phone) I I I I I 1 I I I H0 I I I I I I I I 0 LIGHT W/ HEAT/FAN/NIGHT LIGHT THERMOSTAT ------------------------ ------ FAN/LIGHT no II I I I I I jl Q SMOKE DETECTOR eco CARBON MONOXIDE DETECTOR I II I 1 1 1 ........................I...... 1 1 I I , I I I I I SWITCH I L. I I I I i i 13 SWITCH 3—WAY DRAWING TITLE: ..................................................... . .. . ...... I I I 1 . . ....... .... . ... .. ........ ....... .. PI I I I , I I I I 4 SWITCH -4—WAY I I I I I --------------------------------- $ SWITCH W/ DIMMER ELECTRICAL ---------------------------- ---J SWITCH WATERPROOF 2ND FLOOR I JS JAMB SWITCH --- ---- ---I-' .° KEY PAD I I I I EX EXISTING ------------------�\ I S JOB: __�i --------------- � � •.• -- --- ---------.--�----- -- - --------- .... ....... ( -------------------- i � POS-IMER /CL 3 3 - - I I I RESIDENCE \ � I I I ... — --------- 2B i��;:::-1:II•.!;,., 11 - :�/.......,.. Y ------------ Y ----------- \\ \ \\ \ \J\\'_•_•\•_e—w III \ O \\ \ Ii IIiI IIiII 125 WILLIS CREEK K o R IV E ...... MATTITJCK, NY -------- .................................. . ......................................... .. . Light/ E TOWN OP SOUTHOLD Switch Ne SCTMS 1000-115-11-11. 11 for Each Bunk ARCHITECT:2QCO O rw ............. ............ '.............. FREDERICK R. WEBER .......................... . .............. 1 EAST MAPLE ROAD ------ I 4REENLA 11140 . . .. 52 NOYAC PATH \\\ J I I I Ex WATER MILL, NY 1191L ."' \ ..... . ........ .. : !. ....I p r O I I \ ------ I I / ------------------------- ------------ --------------- TEL L31154-5555 +� fweberarchitectsyahoo.com I I / f II l ; To Iat I ► 5EAL: p I , Floor I ► .. ..—� 1 M�re4 D I I I ----------EX_---- f -- -------------------- I� I '•' I I I ., I I I I I I db I I I I I I I I .- I I I I I I I I I i i I I I I i MAY 15, 2011 I I I APRIL 18, 2011 -------a I L-----------------L-----------------J APRIL L, 2011 REV.: MAR 8, 201'1 Light/ Switch \ I for Each DATE: JAN 30, 2011 I ,' \\ I Bunkbed \ // \\ i SCALE: 1/4' - 1'-0' I JOB NO: m201404 I I I I I I I I ELECTRICAL DRAWING NO. 2ND FLOOR PLAN I I I ________________________________________ 0+ OF E2