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Home My WebLink About42835-Z uzu: Town of Southold 10/31/2019 0 P.O.Box 1179 C* T. 53095 Main Rd 1 D4% p��'�ti Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40825 Date: 10/31/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 2385 Pine Tree Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-3-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/11/2017 pursuant to which Building Permit No. 42835 dated 7/5/2018 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: ADDITIONS AND ALTERATIONS INCLUDING COVERED FRONT PORCH, COVERED SIDE ENTRY, AND FINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Burger,Eugene of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0046 09-21-2019 ELECTRICAL CERTIFICATE NO. 42835 10-30-2019 PLUMBERS CERTIFICATION DATED 10-18-2019 Geo J Berry J ut oriz 1 r o 0 nF i�co TOWN OF SOUTHOLD �� ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE o . SOUTHOLD, NY y�01 � 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#: 42835 Date: 7/5/2018 Permission is hereby granted to: Burger, Eugene 2385 Pine Tree Rd Cutchogue, NY 11935 To: construct additions and alterations to existing single-family dwelling as applied for per DEC Non-Jurisdication letter, SCHD, Trustee approvals. At premises located at: 2385 Pine Tree Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-3-2 Pursuant to application dated 12/11/2017 and approved by the Building Inspector. To expire on 1/4/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,635.60 CO -ADDITION TO DWELLING $50.00 Total: $1,685.60 ilding nspector 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 theref6r in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: n Old or Pre-existing Building: (check one) Location of Property: 2��,�! � 1 t 3 Ra?c� House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ` ®,' Block 105 Lot 09. Subdivisionuy\C- 2 WWX�4 Q8 936 Filed Map. 0-19 Lot: Permit No. Date of Permit. Applicant: G- Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate. �// (check one) Fee Submitted: $ 5D 2_1 W Applicant Signature oF sov��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G ® Q roger.richert(aD-town.southold.nV.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Eugene Burger Address: 2385 Pine Tree Rd City: Cutchogue St: New York Zip: 11935 Budding Permit#: 42835 Section 104 Block. 3 Lot: 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No- 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 85 Ceding Fixtures 16 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 11 Wall Fixtures 9 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 113 CO Detectors Sub Panel100a A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances H Dryer Recpt 2-30 Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-combination smoke / co detectors, 5-bath fans, 1-hydro massage tub, range hoc 1-50a wall oven, 1-gfci circuit breaker,4-combination GFCI/ARC fault circuit breakers, 11-ARC fault circuit breakers Notes* Inspector Signature: - Date: October 30 2019 81-Cert Electrical Compliance Form As r OCT 21 2019 Town Hall,53095 MWn Road Fax(633.)765-9502- P.O.Box 1179 Telephone(631)765-1802 Southold,Now York 11971-OM BUILDING DEI ARDON TI TOWN OF SOUMOLD. 'CERTIFICATION BtIJ:-Idir-'9Pe—rM-fttI\T0. , Owner r--t-4-Q .14 e-, e--%r (please printV Plumber. fo T e-'r-r "Ie j (Please PdIAk) I cerffy that the solda-used in the water aWply system conmins less&m 2110 of 1% lead. 7 011mAxCAP61me) Sworn tobdo-remeVis day of_&L20/? 11gloy Pearic,&a4 of N10'a 160 NoMry Public, coup;y Wdes 6 -rba h suffolic colinly pF SOUI,yO # TOWN OF SOUTHOLD BUILDING DEPT. courm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING MARK : � o � CAs ft� 4 vu ti IK& 144�Ne `� D V- VVV DATE yr INSPECTOR 0 OF SO(/lyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ F DATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: T_-am&Ayj%> oviw ;RIKAti 1 _, DATE INSPECTOR pF SOUI # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY-INSPECTION - [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [XCAULKING TRICAL (FINAL) CODE VIOLATION [ REMARKS: n� JAJ &M oj�V ct-)Vvm Am rlQ- 12 UAAA Yo,✓ 'Tibr wl IM M MAL DATE INSPECTORA 03/q49e/A" Lef- 1" 5 �aoF soulyo �# TOWN-OF SOUTHOLD"BUILDING DEPT. G Q lourm, '�o 765-1802 [ ] FOUNDATION 1ST [ ] ROUGH PLBG.` - [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Mqip&+t A,, i i DATE I INSPECTOR OE SOUTH°lo # # TOWN-OF SOUTHOLD BUILDING DEPT. ' courm, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL &? [ ] FIREPLACE & CHIMNEY ' [` ] FIRE SAFETY INSPECTION [ ] "FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:- DATE EMARKS:_DATE INSPECTOR pF SOUIyOIo # TOWN OF SOUTHOLD BUILDING DEPT. cvurm, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. 2� [ ] 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 l INSPECTOR., NEW YORK HOME ENERGY SOLUTION INSPECTION FORM! OCT 3 0 2019 7 11 DATE-6030 111 ENERGY STAR APPLIANCES rp BUILDER ZA 65M ev LJI Refrigerator Kwh C.V. Address Zai S if /K�t' L3 Dishwasher L] CW Ll Oven PPM Bath Fan CFM SERV CFM Lot#—Model f1le✓ Boiler AFUE PPM Orientation t-le 5 k ❑ Furnace AFUE PPM Foundation: Ll Slab L3 Crawl iZ Full LJI DHW YIndirect PPM Draft Fuel Type: U Gas U Oil ,propane A/C—Tons SEER #Systems Window—U_SHGC GSHP Tons BTU TESTS: AZ'TESTING: B Blower Door/FX CF ' —Test—Draft @ Flue Ducts 1St FL;6i_ CFM Fan Simulated CFM Missing I-Ijtq Gas Leak Ll Y Ll N Where Venting Type N—S M_ Comments: A�_ AO 6 26 r-Do-fli, �t-7,13 HES Representative O/r" Date Site Representative Date Note:The inspection result(status represent the result of the Inspection process only and does not reflect the final certification status. tr .... a). # Fl1R'� '{\,` Yiy i R D c 4 l14 � .. �b 0 ll w P C •-tie"'' ,ti. -•- -.. ♦ � yr Via V& AW AP K2a V ri cl- o.,, . . u IL • • � F w! ,a t 3Y.. kr ♦ � rc Y ♦ y ti • �p «; « ' • � a .. .f Yom. � M �, ire. a- � �r��• � , ¢w z � s e � t s. /r s YEA ig Alt ool IL #44 g HI� r ,A ri � p ��ref •.� �'" i" !�i a1i `s i . s r Al r i y .� '� '�. Si ' .. ask... R` � �r i' ��t ., ••+ .. .{ t .. t�GON * .'ham v � '0111 11111011 t i "mss T u. •• R+r.a i` 1 . s F. i V `.� G a .L / 1 • • • • COMMMNTS MKO A: 6, FOUNDATION(1ST) Am , ------------------------- `7 V'AM d ROUGH FRAMING& PLUMBING IVAT ZEN INSULATION - Ir _ 8TATE ENERGY CODE R I� r7 �ll'ir-milli 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 Bi ilding Plans TEL: (631)765-1802 __ :_ _ _ Planning Board'approvat• FAX: (631)765-9502 Survey Southoldtownny.gov _ _ _ -PERMIT NO. __ _ Check Septic Form t N.Y.S.D.E,C. _ Trustees C.O.-Application - Flood Permit Examined 20� _ 'Single&Separate Truss Identification Form Stone-Water Assessment Foran Contact: Approved7j _ 20 - ,_ .. ,.,_ ''Mail to �j1410KV Disapproved a/c Phone: Expiration ,20_/A_1 `Isa V .�-.- ,'--• ,.-`,.. . .Buil"in - - - tor . , , .,.• � � _ : 1, : . -.'. .� , � H `"I' ^ ' , , DEC 11 2017 - -APPLICATION FOR-BUILDING'PERMIT Date BUILDING DEPT. - „ V �� I I ,20 t BUILD INSTRUCTIONS TOWN OF SOUK""®' 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 locatibn/of lot-and of buildings on premises,-relationship to adjoiriing'premises or public-streets or. areas,and waterways. c.The work covered by this applicationmay not be commenced before'issuance ofBuilding Permit. _ d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for-inspection throughout the work. ; e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate'of Occupancy. , . . 1 =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'd'ate.If no zoning amendments or other regulations_affecting the property have been enacted`mi the interim,the-Building Inspector may authorize;in writing,the extension of the permit for an addition six months. Thereafter,a new permit shall be required. APPLICATION IS HEREBY,MADE'to'-the'Building'Departmenffor the issuance of a Buiilding Permit pursuant to the' Building Zone Ordinance_of the Town of Southold, Suffolk County;New-York,,arid other applicable Laws;'Ordinances,or Regulations,for,th6,0nstrbction of buildings,additions,or alterations or•for removal or.demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code;ho-using code;and'regulations,'and to admit authorized inspectors on premises and in building for necessary inspections. s /.•,(Sigr�n�Jaattuure of applicant or name,if a corporation) (Mailing address of applicant), State whether applicant is owner,lessee, age , architect, engineer, general contractor, electrician,rplumber,or builder Name of owner of premises (As,on,the tax-roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title.of corporate officer) _ Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: I3Y'--cam House Number Street' +` Hamlet County Tax Map No.'1000`'Section' Block' Lot Subdivision 11k wv�, WAMJJ 1A 15 5 Filed Map No. 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction:, ; a. Existing use and occupancy GIt 14Ui� PW " ir1�`4 {� f • b. Intended use and occupancy. !�,i 1,4(q,L.Q� ywim-A L� ® P D M 3. Nature of work(check which applicable):New Building Addition X Alterations_ Repair Removal Demolition Other Work (Description) 4. Estimated Cost � �1®®�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 6. If.business, commercial or mixed occupancy,specify nature and extent of each type.of use. 7. Dimensions of e�Cisting structures,if any:Front ` �� . Rear i; Depth Q Height 19 Number of Stories 40 u Dimensions of same structure with alterations or additions: Front 4 � Ri `=; . 0,rRear,�1_ Depth ��' `� Height 7d -�� Number of StoridsE' 4�f i , 1 =_. 8. Dimensions of entire new construction:Front. Rear aP� Depth Height Number of Stories' `-I 9. Size of lot:Front (vv�e�% Rear O;Vi' Depth `2 10.Date,of Purchase l CJName of Former Owner � 0�[ � tl -�(•9. 11.Zone or use district in which premises are situated ��® (, ►`C � f�'lY5 �;�,, 12.Does proposed construction violate any zoning law;ordinance or regulation?YES. NO , 13.Will lot be re-graded?YES NO,><Will excess fill be removed from premises?YES�< NO 14.Names of Owner of premises-P44teWis G, kQk,&Address ' ev i 19SqPhone N �`�! Name of Architect �� W Address t �. Phone No 63t -v5A- �5a Name of Contractor�i tits- Z GoOb"' "1�Address Fe.. e,�c T-Sq Phone No L--�i 134-- ' crcrcc � IT r t 15 , 15 a.,Is this property within,100 feet of a tidal wetland or a freshwater wetland?*YES _NO * IF YE5,_SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS•MAY BE REQUIRED.- b. Is this property-within 300 feet of a tidal wetland? *YES_ NO *.IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation afaiiy 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 C being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and-to make and file this application;' that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this —0 day of�Q � _20JL7 NOTARTRACEY L. DWYER Y PUBLIC,STATE OF NEW YORK Notary P lic NO.01 DW6306900 Signature of Applicant QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30,2bl C) 'iV%%%'Akq% �'9''m"Umv wm BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8993 DATE: APRIL 19, 2017 "' ISSUED TO: EUGENE C.BURGER,JR. PROPERTY ADDRESS: 2385 PINE TREE ROAD, CUTCHOGUE SCTM# 1000-104-3-2 AUTHORIZATION IU Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on April 19,2017, and in consideration of application fee in the sum of$250.00 paid by Eugene C. Burger,Jr. and subject to the Terms and Conditions as stated in the Resolution, the Southold Town Board of Trustees authorizes and permits the N following: Wetland Permit to construct a 10'6"x20'2"porch, a 916"x6 porch, a 10'6"x6' addition; and a totsecond floor addition onto the existing single-family dwelling; and as depicted on the site plan prepared by Frederick R.Weber,Architect, dated March 6,2017,and stamped approved on April 19,2017. IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board as of this date. ca 441 P Michael J.Domino,President � Town Hall Annex John M_Bredemeyer III,Vice-President ® ®�® 54375 Route 25 P.O.Box 1179 Glenn Goldsmith _ Southold,New York 11971 A.Nicholas Krupski Telephone(631)765-1892 Greg Williams �® © ® ' Fax(631) 765-6641 IOU 1 ,� ]BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1627C Date: September 23.2019' THIS CERTIFIES that the construction of a 10'6"x20'2"porch. a 9'6"x6 porch, a 10'6"x6' addition: and a second floor addition onto the existing single-family dwelling; At 2385 Pine Tree Road. Cutchogue Suffolk County Tag Map#1000-104-3-2 Conforms to the application for a Trustees Permit heretofore filed in this office dated February 23,2017 pursuant to which Trustees Wetland Permit#8993 Dated April 19.2017,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 10'6"x20'2"porch.a 9'6"x6 porch.a 10'6"x6' addition:and a second floor addition onto the existing single-family dwelling. The certificate is issued to Eugene C. Burger,Jr. owner of the aforesaid property. V/ F." r_ Authorized Signature `\ OCT 16 2019 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Envlrohmentel Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 R:(631)444-03651 F:(631)444-0360 www.dec.nygov LETTER OF NO JURISDICTION TIDAL WETLANDS ACT Eugene Burger 2385 Pine Tree Road April 5, 2018 a Cutchogue, NY 11935 Re: Application #1-4738-00127/00011 Burger Property, 2385 Pine Tree Road, --- - -- -SCTM #1-000=10-4--03-02 --- ---- - - --- -- - -- __ - - Dear Mr: Burger: Based on the information you submitted, the Department of Environmental Conservation has determined that the property landward of the 10' elevation contour, as shown on the survey prepared by John-Metzger last revised on February 26 2018, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required. Be advised, no,construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any J necessary permits or approvals from other agencies or local municipalities. Sincerely, ark Carrara Permit Administrator cc: Frederick Weber BMHP NEWYORK Dep o entof o uNrtr EmrironmeMal Conservation r 4 4 Scott A. Russell ,��°Su '�� ST01KMWATER, SUPERVISORMANA(G]EI�WIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 C' Town of Southold JUN 13 2018 CHAPTER 236 - STORMWATER MANAGEMENT WORD SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: FFyes (CHECK ALL THAT APPLY) No ® A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. OJIB. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ME] 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 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 i 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 O"ner,Deatgn Professional.Agent.Contractor,Other) S.C.T.M. #: 1000 Date- DMtnct \AME V� J 69_ 4 � a2 { Il 2O1 Section Block Lot FOR BUILDING DEPARTM T USE ONLY ' Contact Information �_ 1 ) 1 /� ✓ ✓� +T�Lus lvmEaV l+ - - - - - - - - - - - - - - - - ReviewedBy: Date. Property Address/Location of Construction Work: — — — — — — — — — — — — — f�2D �� ® Approved for processing Building Permit. lam✓ St - Mater Management Control Plan Not Required. ' - - - - - - - - - - - - - - - - O StormN\ater Management Control Plan is Required. (Forward to Engineering Department for Review.) i FORM SMCP-TOS MAY 2014 APPLICANT S.C.T.M.": 1000CHAPTER 236 erty (PropOwner.Design Professional,Agent,Contractor,Other) — M— aQ�� Stormwater Management Control Plan CHECK LIST N4UN13jr!j7Aj section Block Lot S M C P -Plan Requirements Provide ONE copy oft he Building Permit Application. `� � 5 Dater The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! 1. A Site Plan drawn to scale Not Less that 60'to the Inch MUST YE NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§a36-1702) d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 1jemm or tnAiN s;rz t!rz, Q, -��j- mvj. e. Limits of Clearing& Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minlinum z Intervals) OPP g. Location of all existing& proposed structures, roads, driveways,sidewalks,drainage improvements& utilities. h. Spot Grades& Finish Floor Elevations for all existing& TIONS ARE REQUIRED proposed structures. litact I US Engineeringat 765-1 56g I. Locationof proposed Swimming Pool and discharge ring. Esacktill, OR Provide E J. Location of proposed Soil Stockpile Area(s). that the drains k. Location of proposed Construction Entrance/Staging Area(s). r, 1. Location of proposed concrete washout area(s). - m. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate Shall include but not aiml a to: on-site the run-off from all impervious surfaces genet ated by a two(21 inch A well maintained Construction Entrance, rainfall/storm even[. V1/ire Backed Silt Fencing, stabilization &._--..�r�, 3. Details&Sectional Drawings for stormwater practices are required for approval. Seeding of exposed and/or inactiVgMW&j OF 1SQ7TT-fl'QT,D Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) **#* FOR ENLj GINEE;DlPA ENT USE ONLY* Additional IJAem�bjCorqrcgftn tion is Required. I Reviewed & I Stormwater is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control is Complete. Date: D I7 S t'o /3 0 I SMCP has been apprc�� ding Department. TO I FORM " SWff Check List -TOS MAY 2014 guEFQ1k� BUILDING DEPARTMENT- ElectIRIIO V �% TOWN OF SOUTHO �`.�� IN Town Hall Annex - 54375 Main Ro Pggox2 1179 �1tC dO � Southold, New York 11971-095 2018 o'A • p� Telephone (631) 765-1802 - FAX (631 765-9502 roger riche rt(a),town.south old WPIN .Dg=n' AV vviv OF SOUTI jO D APPLICATION FOR ELECTRICAL INSPECTION EQLIESTED BY: - - -- - - . Date: fQ�o�6-- fg - Company Name: Name: CIA 12/L/ E',(-LO License No.: i6--7S—,G email: G S j ,ql f!!O� Corte Address: 'Co 0/-17 O LC,-> Phone No.: JOB SITE INFORMATION: (All Information Required) Name: ev610—::_A) �' Address: CP395' � o_ � � Ad Cv i -�o Cocl,� nay /193s Cross Street: S "f\)1,- L-A, Phone No.: '31 qqq q 76,3 Bldg.Permit#: 479 93 iEr email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) A J I>�QIJ2 . Circle All That Apply: Is job ready for inspection?: YES /® Rough In Final 'Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required) Service Size 1 P 3 Ph Size: aOO A # Meters�_ Old Meter# f w Service- Fire Reconnect-Flood Reconnect- Service Reconnected Undergroun - Overhead nderground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION a Q S Request for Inspection FormAs �J C a JV Town Hall Annex ��' � Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 coo Southold, NY 11971-0959 BUILDING DEPARTMENT ' NOTICE OF UTILIZATION OF TRUSS TYPE-CONSTRUCTION.-PRE-ENGINEERED WOOD CONSTRUCTION A,N®'IOR TIMBER CONSTRUCTION Date: Owner: 91 Location of Property: kfo. Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residentia tructure K_ Rehabilitation to an existing commercial r residenti structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) F or and roof framing (FR) Signature: L4) _ Name (person submitting this form): . .y Capacity(check applicable line): Owner _ Owner representative TrussReg15.docx Effective 1/1/2015 1 APPROVAL OF STORM%kATER MANAGEMENT CONTROL LA -T n Code a 3 i Date: PPoo Approve by: FREDE2 RUCK ROBERT WEBER ASPHALT TRAFFIC Top wcoac BRA SING QRC�bO'�[�C�'� r 'v PIPE TRENCH i v � oo DRAIN TO n DRAINAGE RING STONE BLEND CROSS SECTION TRENCH DRAIN a DRIVEWAY 1 E FILTER CLOTH AGAINST WOVEN WIRE FENCE W/ 2"x2"x36" STAKES, 12' OC ' .16' (2" Rain) _ .451.8 cr DRIVEN 16" MIN. INTO GRADE, EMBED FILTER k CLOTH 6" INTO GROUND EROSION&SEDIMENT FLOW O z Shall include b CONTROLS cv � A well but not be limited to: C� -• SLOPE maintained Construction Entrance, 4 z Wire Backed Silt Fencing, Seeding of exposed and/or inactivei soils. ; U = 391.3 cf CROSS SECTION 0 SILT FENCE DETAIL DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification ocated in Areas CONCRETE that the drainage has been installed to Code. sP_-Drainage_Rings___ _ _- -_ COVER -OR TRAFFIC C.I. GRATE L"=1 BEARING SLAB PRECASTCONCv CHIMNEYTE DRAINAGE =DD PIPE i M00 i TYPICAL TiDRAINAGE RING : > i DRAWING TITLE: 2' CLEAN SAND t GRAVEL FILL SITE PLAN --------------------- TYPICAL SECTION >! DRAINAGE RING STORM WATER POLLUTION PREVENTION SOB: CONSTRUCTION PHASING: RENOVATION/ADDITION BURGER RESIDENCE I— INSTALL WIRE BACKED SILT FENCE. PINE TREE ROAD 2— EXCAVATE t CONSTRUCT FOUNDATION FOR ADDITION. CUTCHOGUE. NY 3— INSTALL_ DRAINAGE STRUCTURES. TORN SOUTHOLD 4— CONSTRUCT ADDITION/RENOVATION TO EXISTING RESIDENCE. SCTM# 1000—I04-03-02 5— PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. INSPECT SILT FENCE WEEKLY ARCHITECT: SITE AREA: 11,633 SF, LAND DISTURBANCE: 3800 SF FREDERICK R. WEBER FILL REMOVED FOR FOUNDATION t DRAINAGE = 80 Cy G EAST MAPLE ROAD GREENLAWN. NY II140 PROPOSED HOUSE ADDITION OCCURS IN AREA 52 NOYAC PATH ALREADY "CLEARED", NO NEW CLEARING, WATER MILL, NY 11916 TEL 631151-5555 I'weberarchitectmgahoo.com nrvn CHIMNEY"DEPTH,` ' E '+►j ' S'LA=B CONCRETE Addition and Contributor M1 ►" TO' GR; DE' SANITARY SYSTEM COVER y Roof Area = 21 4"0 APPROVED Structure 9 PIPE, 1/8" PER FT. 8'(P x 6' Deep Drainage Ring iy MIN. PITCH _ RENOVATE EXISTING SANITARY SYSTEM FOR 4-BEDROOM DWELLING:31 1 '°` w/ Traffic Searing Slab - LIQUID I EXISTING "CERTIFIED" SEPTIC TANK (1000 GALLONS) 6'O x 5' Deep Drainage Ring ao INVERT ' (3) 1{'X 8'0 I LEACHING POOLS (8'0 x TOTAL HEIGHT 12' = 300 SF SIDEWALD: B w/ Traffic Bearing Slab DEPTH - !INVERT 4'� x 6' Dee EL +8'-0" IEL +7'-8" _ I LEACHING POOL 41 (EXISTING, "CERTIFIED RAISE): 8'(0 x 9' DEEP p Drainage Ring E TING LEACHING I "CERTIFIED"): C w/ Traffic Bearing I O I LEACHING POOL #2 (RELOCATED, CERTIFIED ): 8 0 x 4 DEEP g Slab SEPTIC TANK I , POOLS i I LEACHING POOL 43 (NEW): 8'0 x 4' DEEP 4'(P x 6' Deep Drainage Ring (1000 GAL.) !COLLAR (300 S .F.) `r` � D w/ Traffic Bearing Slab r� I I jI LEACHING POOLS: Drainage Capacity Provided: 3' (MIN.) TO HIGH I SEPARATE 10' FROM BUILDINGS, 5' FROM PROPERTY LINES, Existing t New Driveway= 2.483 sf x .16' f SEASONAL GROUNDWATER I 20' FROM STORM DRAINS. 10' FROM WATER LINES, (TYPICAL) Structure i, MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. I HIGH GROUND WATER EXPECTED E +11-01, i El, E2 l2) 8'0 x 5 Deep Drainage Ring ----- --------------- -----J w/ Traffic Bearing Slab 4'0=81 cf/ft Note: 6' Deep Draina 6'0= 22.3 cf/ft of Minimum 10' Elevate 8'0= 42.2 cf/ft Located in Area of 9 LOT 14 EDGE OF TIDAL WETLANDS A5 DETERMINED BY C05TELL0 WOOD RET. I MARIVE ON APRIL 24, 201! 215.00' 1 WALL 0.== I d- I I� 81° 0i' 20° E 5PLIT RAIL FENCE lDELAP� 0.5'5 I Nom, ,; ,, -,=o _, 1st t 2nd C—�'Il�n°c+ngl �tb �,� � N remove,- o I � 0- 'N �l 4$ ,$ w Ad6tron p , w i�, x BRICK �� . - hed - -- A ) zQ�E X I ' ly r T-- _ o I � Existing Asphalt i 59.6 -- --- - - Q �` ------ -- - �o �r ^� 13 Z -----------L--- ----- �_=- move �. i I I o' i _ 0 Driven w to RemalrL_-----�--- r Bsmt. - i....:: ,�� c� ki IStln 1 -rr Z Remove 'Wall EX1 :::: '::.:::::: ,, � o I o Existing c-- --- --E)astrn Driveway Centers *� i STORY ;: 9.6'::' ::::::: : , ec 1 BB Curb �g b .......:::. .� e r1 t,o N (yp i2 Existing Abe Cori t\n i w GAR. FL R. ELS 11.2' F 1z 1"(E 9.9' , r I WATC Water g mem O Circular ,� o f i Z y o 0 TE ` L Staging Area BB Cujb e LING F EL. 12. ' ; e m N T ----- ---- -----=-- - ----------- -Ili------ --- - ---p}•----------T- �D 3 WOOD & COMPOSITE n o_' -- �} -- New - -q}---- �� i i5' m i xisten Pate i I CATWALK Qc d 35''a Cur New Asphalt \\ i. 29.8 (Prop se nd S ory w , Gig�e 3g _0.. _ DOCK / W METAL emain) I riveway.. ..p.r i5 1) a Relocate EwstMg Ad ,t P r 1 e (Fr°� 3-, Patfi 2' I - 01° of E 15th ous i I ar lzl 1 ;\ti__I E21 10`4.8 ' I �� --- N l=oot rl ::�:9�::: 1 e I o - - ---- ) / _ _ _ . ... DBL. ------ I } (Ewstin9 ; �/ Rel "' II.'r (_O" i [ti OJ PILINGS )n New Trench �\ TEST wstrn9 15t 2nd ::;'. r :".... :: 3 I z Drain ��- R �� HOSI= 3 LP - Septic oo ddltlon_ .:::`''`.....'::'::' `1 5{ Rear) ° o 00 y l riveway ` C ret a Tank o _ _�:�• i (Ne1� I w ewa Curb Box _-�1e ------ ..................... --- E stu, fxpansinPl-- �p LPI REMOTE'v WIRES ; l � �` p B ' �S11t Fencln� 1 i Sjo $ oTSoil (J� _ ._�__—- ------- a1/8R `-' y; w MON o- - - _ Q O S WALL I i O 253.85' , 0.91E O M uTi[Y 5PLIT RAIL FENCE O.b'N O 3'5 STOCKADE b FE S 870 OI' 20" U1 POLE FE, 0.3'N O 0.2'5 LOT 144 SITE F L A N NORTH PROPERTY OWNER: EUGENE C. BURGER 1" = 20'-0" SITUATE: CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SURVEY INFORMATION: Pe=r-nMje- rD � i SURVEY OF PROPERTY A T PECONIC N TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-104-03-02 SCALE V--30' JUNE 10, 2010 JUNE 18, 2010 (FLOOD ZONE & WATER METER) JULY 30, 2010 (SOUNDINGS) AUG. 9, 2010 (PROP. DOCK) APRIL 26, 2011 (WETLANDS FLAGS) DECEMBER 6, 2017 FEBRUARY 26, 2018 (10' CONTOUR ADDED) EDS OF TIDAL LyE7LANDS AS DETERMINE��,� LO 16 OS�p MARlNE ON APRIL 24, � Z `A 275.00' WOOD RET. a "' �+ CMF WALL 0.1 N E 5.4 ELI-3' N87'01'20"E 0.5 s L; 6 SPLIT RAIL FENCE(DELAP) EDm EL 11.4' \ EL6.6 N CMF w �! 10• ZONE\X o n 59.6 101' m Z Z Bg. 4S1°v4C7- FF. EL 1N5' ECK \ WOOD �, o w w• No CAR: jj&-- E7.. 11.2' 9.6' c EL.10.6' �,e NDING w 9.9 m r'10.1' OD COMPOSITE METAL o $j MEQ 1 1/2 STI. z STEPS DOCK CATWALK RAM oLOT 15 29.8' FR, HSE & GAR. 90 w 9 1ao• 4.6' ; s O s.9' EL 1' EL1.2' z 4 104.6 K 11.7 o a 00 R y 6 ^� O� r sb IC N DBL PILINGS i7.7' WA F F a QB !o STOCKADE FE; 0 N EL4.6' EL1.1• A Q v WS o! 0.3'N � - 0� FE / g EEL77 4 WALL MON J 0.9E UTI TY MF SPLIT RAIL FENCE 0.3'S POLE C 10' CONTOUR LINE 253.95' y Fr 0.25 S87'01'20"W LOT 14A w CJS - v " UNADOW LANE (UNIMPROVED) <SOF NE '9- 1 =WETLANDS FLAG ■ =MONUMENT i 11 FLOOD ZONE FROM FIRM MAP 36103C0164H LOT NUMDEK5 KEFEK TO "MAP OF NA55AU FAKM5 5EPTEMDEK 25, 2009 FILED IN THE 5UFFOLK COUNTY GLEKK'5 OFFICE ON ELEVAT I ONS ARE REFERENCED TO NAVD MARCH 28, 1935 AS FILE NO. 1179 � S. LIC. NO. 49618 ANY ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION OF PECOWC' RVEYORS, P.C. 5EGT I ON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT A5 (631) 765-5020 FAX (631) 765-1797 PER 5EGT I ON 7209-5UDD I V 15 I ON 2. ALL CERT I F I GAT I ON5 HEREON_ AREA = 17,633 SQ. FT. P.0. BOX 909 ARE VALID FOR TH 15 MAP AND GOP I E5 THEREOF ONLY IF 5A I D MAP t0 tie lines 1230 TRAVELER STREET OR GOPIE5 DEAR THE IMPRE55ED SEAL OF THE SURVEYOR WH05E i SOUTHOLD, N.Y. 11971 86-357 SIGNATURE APPEARS HEREON. ` 1 EXISTING FF EL DRAINAGE CALCULATIONS: FF EL +12'-6" I' MIN 1 2' MAX LOCKING CAST TRAFFIC a EXISTING TOP CONCRETE IRON COVER BEARING ; EL SEPTIC TANK CHIMNEY DEPTH /-TO GRADE EL +11' 5LA8 CONCRETE " c INVERT EL +q'-0 I/2' Addition and Contributory Roof Area = 2122 sf x 16' (2" Rain) = 451.6 cf •i q'* APPROVEDCOVER SANITARY SYSTEI"I Structure ca ac. EL +g'-II" in PIPE. I/9" PER FT q"� APPROVED P ty � MIN PITCH PIPE,1/8° PER FT TOP OF LP 8'(P x 6' Deep Drainage Ring w/ Traffic Bear, Slab 253.2 at EXISTING i_v p ?in TQ• RENOVATE EXISTING SANITARY'SYSTEM FOR 4-BEDROOM DWELLING: INVERT CLEAN-OUT 19 EXISTING "CERTIFIED' SEPTIC TANK 11000 GALLONS) 6'0 x 5' Deep Drainage Ring r�R EL +8-6° B III-5 cf x IN B5MT .9 LIQUID I LEACHING POOLS 18'� x TOTAL HEIGHT IT = 300 5F SIDEWALL) w/ Traffic Beanng Slab U DEPTH � (3> 4'x 8'� LEACHING POOL ttl (EXISTING. "CERTIFIED". RAISE): 8'O x 4' DEEP 4'� x 6' Deep Drainage Ring FLOW 8° LEACHING C w/ Traffic Bearing Slab 52.2 cf BAFFLE EXI TING ) i LEACHING POOL tt2 (RELOCATED• °CERTIFIED°): 8'O x q' DEEP SEPTIC TANK POOLS LEACHING POOL tt3 (NEW): 8'� x 4' DEEP 9'0 x 6' Deep Drainage R+ng ',! - `r i D w/ Traffic Bearm Slab(1000 GAL.) (300 S.P.)R j LEACHIN,� POOLS Drainage Capacity Provided: 469 1 at BOT. OF LP j SEPARATE 10' FROM BUILDINGS, 5' FROM PROPERTY LINES. Existing t New Driveway= 2983 sf x 16' (2" Rain) = 391.3 cf EL +q'-O" 3' (MIN) TO HIGH ` EX15TING SEASONAL GROUNDWATER 20' FROM STORM DRAINS, 10' FROM WATER LINES. (TYPICAL) Structure Capacity } HOU5E I HIGH G OUND WATER EXPECTED E +I'-0" 1 MEET ALL S.C. DEPT OF HEALTH SERVICES REGULATIONS. EI E2 (2) 8'� x 5' Deep Drainage Ring 422 cf ----- --------------- -----j w/ Traffic Bearing Slab q,o= 8,1 cf/ft Note: 6' Deep Drainage Rings Located in Areas 6'cP= 22.3 cf/ft of Minimum 10' Elevation, 5' Deep Drainage Rings 8'0= 42.2 cf/ft Located in Area of 9' Elevation LOT IL EDGE OF TIDAL IDETLANDS AS DETERMINED By COSTEL I SINGLE FAMILY DWELLING I MARIE ON APRIL 24, 2011 PUBLIC WATER U10 LL RET 2'15.00' \1 0 IUALL O I'N i I �' 1 N s-1- �S° ° 01' 20" E Remove, 15t t 2nd I�nC�� 0D Add;trotr,ZtQNE X Dt he '--- - -t A \ {� ly I Z k EL+12 O' =- __- '41Lp oo W �• + 59 G' m �4�D- -- emove ` I 13 I n w 6.0° �. W 8 �Bsmt EXISTING o /E Isttn 1 Tom EXISTING Wali yc• 'CF ;" Dec I z A._ Existm - _ DRIVEWj4Y o I-t 2 STORY / i N m m y �, C WATER �� ± GAR FLR ELI 112' PRAME ( 99' I o 2 y o o TER Water Ltnei�� i __I DWELLING FF. EL. 12-S' ; � � 3 WOOD&COMPOSITE � ----- N T1><------- -----ill-----------y!`--- W--------------- `W- - -- (-------- T- _ Exlsting Pat1 I i5' g DOCK/CATWALK W METAL w ►b _ EXI5TING �� \ t s9•a' (Proposed 2nd Story ® Gde �. DRIVEWAY Relaate pt�r9 Addition!; over Parts ema�n) 15, I ( �' ,a ACR055 Z' E -- & NEW LOT IS 911 Gera -' -- _ ''�of Existing House 99, I ° ""' , STREET -_______��____�' z \- E21 DRIVEWAY y _ -pjs` _ _ Footprin'.) a_� J I I DBL tl EI f �_:' �, el - - T. r i I 0 J PILINGS " �� - xisting 1st t 2rd t...s..•,.,�=. / i -fly SINGLE FAMILY ��.__- TEST LP _ ° I v 00 DWELLING W/ y �� REMOVE CHOLE D/ mp Septic Floor Addltion6 ^^rt=y,,'a s' 1 / I I V_ PUBLIC WATER ��=y - Tank , , / I 1 �tD tl IN V) J .DRIVEWAY EXISTING 1�T nC1••`"`•� -' ,y, Ne i xi+ 5ANITARY -----------------------�-B`1 �dt Fenocln 11 I "O4 Expanswn LP % LPI SYSTEM �I o_�o,_ o� �� m O EL+10.1' _----_ -N a 253.95' ,10 8 ®N_ TEST HOLE DATA � 5 8'1° Or 20° U1 �o �' (McDonald Geosclence) SINGLE FAMILY DWELLING SITE FLAN NORTH m January 9, 2018 LOT 14A PUBLIC WATER y DARK BROWN LOAM (OL) I' SURVEY INFORMATION: - _ BROWN SILTY SAND (5M) PECONIC SURVEYORS. P C. PROPERTY OWNER: �;" 3' J SOUTHOLD. NY EUGENE C. BURGER 5tjF •®LK •.OU14_"u'DZPARTMENIT®� �e�Al�ae4��1; SURVEYED JUNE 10. 2010 i LAST UPDATED- FEBRUARY 2(. 2018 SITU PINE TREE ROAD ® y�g� p� ` PALE BROWN ELEVATIONS REFERENCED TO N.A.V.D of 1988 SITUATE CUTCHOGUE g- SLtoB1T "®P" `PP ��'Ai �� ®N�TN��i1� �� FINE SAND l5P> TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SiNGLIEZ FI'MILY f1F-a11)r,?3CE ONLY ' LOT NUMBERS REFER TO "MAP OF NASSAU FARMS" SCTMu 1000-104-03-02 FILED IN THE SUFFOLK COUNTY CLERKS OFFICE ` 10.1' WATER ENCOUNTERED ON MARCH 28 1935 AS FILE NO. 111JUN t!W bJDVN ® � 201 0�I ,v®ell L .MEADOW LANE FREDERICK WEBER. ARCHITECT )° ° �� o Q/ ; WATER IN (UNIMPROVED) LOT AREA. 11.633 S.F. (TO TIE LINE) 41 EAST MAPLE ROAD �A6 GREENLAWN• NEW YORK 11140 PALE BROWN LOT AREA: 11.513 S.F. (TD MEAN HIGH WATER) (631) 154-5555 APPROVED FINE SAND (5P) LOT AREA: 15.255 5.F (TOP OF BANK) FLOOD PLAIN: ZONE X REVISED -18 11' (FLOOD ZONE FROM FIRM MAP �� I11 Y p 36103CO164AGK R,H, SEPTEMBER 25, 2009) o�� cy��0� � EXPIRES a Ha��E YEARS �patt�T4I t1aAT�� OF APPROVAL LL ° r'a't b� _36� �� u• _ ?.hsL. 4it7--1;�'s+�"�'?��'�ae r��•,�!'t,i�.i}I'.�i1?k !( + cmi"o '":s P? , L. N SCDHS REF# R10-18-0046 SURVEY OF PROPERTY c 1K8� AT CUTCHOGUE .0 7 f TO TSN OF SO UTHOLD .. SUFFOLK COUNTY, N. Y. SUF OLK COUNTY DEPARTMENT OF HEALTH SERVICES 1000-104-03-02 U: APPROVAL o6 ooNSTr�1�cTEa WORKS FOR SCALE.• 1'=30' A SINGLE FAMILY RESIDENCE Date SEP 2 1 2 D 19 H.S.Ref. No. f�� D© JUNE 10, 2010 D JUNE 18, 2010 (FLOOD ZONE & WATER METER) The sem"ewe disposal 3P1d La gar sraPRly 1ec:Ili7i2s at tt iS 1:c,2gcn have been JULY 30, 2010 (SOUND/NGS) InspeCld and/or cerli ied by ti;is 0,-pattmant or Other anerlci�-s and found to AUG. 9, 2010 (PROP. DOCK) be sr3tlaiBCt:,1y FOR A f 'ZilL9Ui>t9Qr BEDROOM,s. APRIL 26, 2011 (WETLANDS FLAGS) DECEMBER 6, 2017 FEBRUARY 26, 2018 (10' CONTOUR ADDED) Craig Knepper, P.E., Chief AUGUST 12, 2019 (HOUSE, DRIVEWAY REVISED) � (�f1ieP-®#�W-ast2Water ManagpX-1er1L SEPTEMBER 5, 2019 (SEPTIC LOCATION) EDGE OF COSTED MARINE ON DAP RM2,2011 - Lor 1s FEN END WOOD RET. E .5.4 WAL 298.71' FEN.END STOCKADE T'.N• 0.1's CMF WALL 0.1W N87'01'20"E 0.1 N � ;` N BTTM. WAL CMF EL8.6 ry GW STONE RET. WALL `— SLATE SONE X v Be CURB !� STOOP STONE *.4 ro \ o 59.8' WINDOW n i R1a 6° W ACONC.PRON N F.F. EL 125' y 19.1 BOX WOODmi WATER ASPHALT DRIVEWAY o GAR. FLR EL 11.2' LANDING WOOD & 2� o C, F` METER BB CURB w ^� „ ` a `y W W W W W W ■ ■ 2 STY. 10.1' It ii�3 STEPS -k COMPOSITE m METAL o d r_' f W n DOCK/CATWALK RAMco Y_ 4.6' - 0 29.8' clu FR. HSE & G,4R. N '� 10.0' �.7 SLATE WALK I EL 1.2' C® o BB CURB 104.8 STONE EL}D.i' _ A u 2 V j 1 - Izo rr z m r- ? , LP2 ^? WINDOW -+ p � co 1-• O ST o BOX V DBL _ i C� 21.4' o y PILINGS LOT 15 O R 0 DECK 27.7' i WA 01 a J LP3 O S LP1 OVHWS ■®v CE ONE RET. WALL / N EL46' c. MON TIM tj WALL END ❑ ❑ WALL END 00 y o BTTM4 WALL � 285.55' 9E 0.5'N BER RET. WALL FE 0.3'N r- 0. E U71 TY CMF SPLIT RAIL FENCF- LATTICE FEN. 0..3 So POLE ON WALLA SEPTIC LOCATION 10 CONTOUR LINErn o.2'S S87'01'20"W LOT 14A ST 20' 19' LP1 23' 27' L.,P2 17' 39' ` LP3 MEADOW LANE i =WETLANDS FLAG (UNIMPROVED) �.�� t�ET re ® -MONUME dT oZ.� <'� FLOOD ZONE FROM FIRM MAP 36103C0164H LOT NUM6ER;' REFER TO "MAP OF NASSAU FARMS" 5EPTEMDER 25, 2009 ;, F I LED IN THE: SUFFOLK COUNTY CLERK'5 OFFICE ON ` ELEVATIONS ARE REFERENCED TO NAVE) MARCH 26, 1935 A5 FILE NO. 1179 aANLIC. NO. 49618 Y ALTERATION OR ADDITION TO TH 15 SURVEY I5 A VIOLATION OF � �.T�.��5�� SECTION 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS OO s k i EYORS, P.C. PER SECTION 7209-5UBD I V 151 ON 2. ALL CERT I F I CAT I ONS HEREON AI?EA = 19,477 SO. FT. (6'37)--765-50.20 FAX (631) 765-1797 ARE VALID FOR THI5 MAP AND COPIES THEREOF ONLY IF SAID MAP t0 tie lines P.O. BOX 909 Qom+ c� ry SOI GNAOURE APPEARS THE HEREON.SSED SEAL OF THE SURVEYOR WHOSE SOU HOLD�V.� 11971 STREET UV—cJ� REScheck Software Version 4.6.4 Compliance Certificate D Project turgerJr Residence (casement) MAR 2 S 2019 Energy Code: 2015 IECC Location: Cutchogue, New fork Construction Type: Single-family Tr, Project Type: Addition T® OF SOUTZ, Climate Zone: 4 (5572 HDD) Permit Date: Permit Number Construction Site: Owner/Agent: Designer/Contractor: 2385 Pine Tree Road Frederick Weber Burger Construction Cutchogue, NY 11935 Architect PO Box 934 41 East Maple Road Cutchogue, NY 11935 Greenlawn, NY 11740 631734-5217 631754-5555 burgerconstruct@aol.com fweberarchitect@yahoo.com � ` zel.,'d,"r'�� 'e�._"psi,{ '.,,,' �Ts 'd:• fir., _ nYY41 %3f. y"'"t Compliance- 0.0%Better Than Code Maximum UA: 103 Your UA 103 Maximum SHGC: 0.40 Your SHGC- 0.33 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Assembly dro,ss Area. Cavity cont. or U-Factor UA' Basement Wall 1: Solid Concrete or Masonry 776 0.0 13.0 0.054 41 Wall height: 7.4' Depth below grade: 6.0' Insulation depth: 7.4' Window 1:Wood Frame:Single Pane W YPRv-, p/*A9, 4 0.500 2 SHGC: 0.74 Window 2:Wood Frame:Double Pane with Low-E 9 0.280 3 SHGC: 0.28 Basement Wall 2: Solid Concrete or Masonry 628 0.0 10.0 0.065 38 Wall height: 7.4' Depth below grade. 6.0' Insulation depth: 7.4' Window 3:Wood Frame:5ingle Pane W/!/ Vr-,4h 7 0.500 4 SHGC: 0.74 Window 4:Wood Frame:Double Pane with Low-E 14 0.280 4 SHGC: 0.28 Door 1 Glass 20 0.260 5 SHGC: 0.15 Basement Wall 3: Solid Concrete or Masonry 80 0.0 9.0 0.069 6 Wall height: 7.4' Depth below grade: 6.0' Insulation depth: 7.4' Project Title: Burgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 1 of10 Compliance Statement: The proposed building design described e e is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposeI bui qIng een designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory req rem is l' d in the REScheck Inspection Checklist. Vv ►�[ , RAS 2l, aA' Name-Title Si nature Date 0�CGY.�D GK R. 141. Ov e13 O OF Project Title: Burgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 2 of10 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. ,lection • • Plans VerifiedField Verified - - -- ' # Pre-lnspectloei/Plan Review Complies? Comments/Assumptions �:-Regol® Value _ Value; 103.1, ;Construction drawings and ❑Complies 103.2documentation demonstrate 1 ❑ ; Does Not [PR1]1 energy code compliance for the 114 building envelope.Thermal ;❑Not Observable ; envelope represented on I❑Not Applicable construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate I ❑Does Not 403.7 energy code compliance for I [PR3]1 lighting and mechanical systems. ❑Not Observable ; ;Systems serving multiple ' ❑Not Applicable dwelling units must demonstrate y compliance with the IECC 1 I ;Commercial Provisions. ; 302.1,, Heating and cooling equipment is Heating: Heating: ;❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr E❑Does Not [PR2]2 Jon loads calculated per ACCA Manual J or other methods Btu/hrg Btu/hrg ❑Not Observable ; approved by the code official. ; ;❑Nat Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 13 Low Impact(Tier3) Project Title: Burgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 3 of10 Section Plans Verified Field Verified #` Foundationlnspectiora Value. Value Complies? 'Comments/Assumptions Sc Req,113 __ - - 402.1.1 !Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 insulation R-value. Where interior R R_ ❑Does Not table for values i insulation is used,verification CM may need to occur during ;❑Not Observable ; ,Insulation Inspection. Not ;❑Not Applicable :required in warm-humid locations ; in Climate Zone 3. 303.2 ;Conditioned basement wall ••'' ❑Complies [F0511 insulation installed per i, .. .11:]Does Not ` :manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.9 ?Conditioned basement wall ft ; ft ;[:]Complies ;See the Envelope Assemblies [F0611 .!insulation depth of burial or ;❑Does Not table for values. distance from top of wall. ; '❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed (❑Complies [F,011]2 to protect exposed exterior .i❑Does Not -.!insulation and extends a l ' minimum of 6 in. below grade. = '' ❑Not Observable ; ❑Not Applicable 403.9 ;Snow-and ice-melting system ❑Complies [FO12]2 (controls installed. '_ ❑Does Not ! ❑Not Observable j ( I❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Burgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 4 of10 Section playas!/erified : ,Meld\Oerified # Framing/ILough-loi Inspecti®ee Complies? Comivents/Assu'mptionjs &Req.ID OPahsae Valise _ 402.1.1, :Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not ;table for values. 402.3.3, 402.3.6, ; ;❑Not Observable 402.5 ;❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products d 1❑Complies ; [FR4]1 are determined in accordance ' `: ❑Does Not :with the NFRC test procedure or CQ ;taken from the default table. ! ` ❑Not Observable ; K , ❑Not Applicable licable 402.4.1.1 ;Air barrier and thermal barrier y❑Complies ; [FR23]1 :installed per manufacturer's ❑Does Not instructions. ; .,❑Not Observable I �. ❑Not Applicable 402.4.3 ;Fenestration that is not site built .. ❑Complies [FR20]1 :is listed and labeled as meeting -__ _ }❑Does Not Q1 AAMA/WDMA/CSA 101/I.S.2/A440 ; - or has infiltration rates per NFRC ,❑Not Observable 400 that do not exceed code "I❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2` I sealed at housing/interior finish I❑Does Not }and labeled to indicate s2.0 cfm j leakage at 75 Pa. ! ❑Not Observable ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ f R-6 where< 3 inches. Supply and ❑Not Observable ; ;return ducts in other portions of "` 1`` °r, ;❑Not Applicable Ithe building insulated >= R-6 for , :diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.3.5'1Building cavities are not used as ❑Complies [FR15]3 y ducts or plenums. G. . W ❑Does Not �❑Not Observable r _ ,❑Not Applicable 403.4- ;HVAC piping conveying fluids R' ; R- ;❑Complies [FR17]2,' ,'above 105 9F or chilled fluids ;❑Does Not below 55 9F are insulated to?R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC i )❑Complies [FR24]1 j piping. ❑Does Not ❑Not Observable (, }❑Not Applicable 463.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2 j="'F>_R-3. ;❑Does Not ❑Not Observable ti UNot Applicable 403.6 - Automatic or gravity dampers are �❑Complies [FR19]2 = installed on all outdoor air "' ❑Does Not intakes and exhausts. r❑Not Observable i❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact(Tier 2) -3 1 Low Impact(Tier 3) Project Title: Burger)r Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 5 of10 1 High Impact(Tier 1) 1 2_1 Medium Impact(Tier 2) 1 IJ Low Impact(Tier 3) Project Title: Burgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 6 of10 Section Plans Verified Field Verified . # Insulation Inspection° Comlilies? Comniehts/Assumptions & Req.ID, Value Value` 303.1" All installed insulation is labeled j ❑Complies ; [IN13]2 : '(or the installed R-values ¢ 3❑Does Not ,provided• �, bNot Observable j 1 �❑Not Applicable 402.1.1, ;Wall insulation R-value. If this is a R- R- ;❑Complies :See the Envelope Assemblies 402.2.5, �mass wall with at least 1/2 of the ❑ Wood ❑ Wood :❑Does Not ;table for values 402.2.6 ;wall insulation on the wall [IN3]1exterior,the exterior insulation E] Mass El Mass ;❑Not Observable U ;requirement applies (FR10). ;❑ Steel E] Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN4]1 !manufacturer's instructions. 1EIDoes Not -]Not Observable , ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Burgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 7 of10 Section plans Verified Field!Verified$ #. Final Inspection provisions Cosv�plies? Comments/Assumptions ®Value 1Value. 402.2.4 ;Attic access hatch and door R- R- ;❑Complies [FI3]1 :insulation ?R-value of the ❑Does Not ;adjacent assembly. ;❑Not Observable ; { +❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ACH 50 = ;❑Complies [FI17]1 ach in Climate Zones 1-2, and E❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable + ;❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air ❑Not Observable ;handler @ 25 Pa.For rough-in ; ;tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. i 403.3.2 ;,Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total ;leakage measured with a :❑Not Observable I pressure differential of 0.1 inch ; ;❑Not Applicable �w.g. across the system including ;the manufacturer's air handler ;enclosure if installed at time of ; test. Postconstruction test:Total !leakage measured with a pressure differential of 0.1 inch Mg. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 :Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of I ❑Does Not design air flow. 4,- ❑Not Observable ; ❑Not Applicable 403:=1.1 " jProgrammable thermostats " "' <.' ❑Complies [FI9]z, installed for control of primary I, = j❑Does Not gg heating and cooling systems and initially set by manufacturer to i.. " ❑Not Observable code specifications. _ J❑Not Applicable 403:1.2 jHeat pump thermostat installed X, ; •:❑Complies ; [FI10]2 'on heat pumps. - r j❑Does Not ❑Not Observable w - ❑Not Applicable 4035:1,_ Circulating service hot water = ❑Complies ; [FI11]2"'""„',systems have automatic or ❑Does Not ,I accessible manual controls. s ❑Not Observable []Not Applicable 403:6.1 (AII mechanical ventilation system ❑Complies [FI25]2 Mans not part of tested and listed , °; r _ ❑Does Not HVAC equipment meet efficacy and air flow limits. 's '''. „ 'A i` ❑Not Observable I ❑Not Applicable 403..-2' - s Hot water boilers supplying heat ' ` - ❑Complies [FI26]2 ` jthrough one-or two-pipe heating ❑Does Not systems have outdoor setback ,; }. `control to lower boiler water []Not Observable , temperature based on outdoor i ❑Not Applicable I,temperature. 3 "` 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13] Low Impact(Tier 3) Project Title: B'urgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 8 of10 Section plans Verified Field Verified. #' 1=inal'Inspection Provisions Value Value Complies? Comments/As"suniptions 403.5.1.1,;Heated water circulation systems ;`z r ; ❑Complies ; [F128]2, `i have a circulation pump.The �' - ❑Does Not system return pipe is a dedicated ' return pipe or a cold water supply - ❑Not Observable t pipe. Gravity and thermos- ,j❑Not Applicable ,syphon circulation systems are ! not present. Controls for circulating hot water system , pumps start the pump with signal ; for hot water demand within the I occupancy. Controls automatically turn off the pump } ' -j when water is in circulation loop j is at set-point temperature and 4 - - } no demand for hot water exists. S 4035:1.2 }Electric heat trace systems ! s❑Complies [F12 9]2 'comply with IEEE 515.1 or UL = ❑Does Not ." rJ: 515. Controls automatically r ;adjust the energy input to the ``"° ❑Not Observable 'heat tracing to maintain the ? j❑Nat Applicable desired water temperature in the i' _ •��, : bw.,- A� i .piping. : 403.5.2 ;J Water distribution systems that , '❑Complies [FI30]2 J have recirculation pumps that ; ` i❑Does Not pump water from a heated water ., t supply pipe back to the heated ❑Not Observable ; ;water source through a cold 4 4 ❑Not Applicable i water supply pipe have a k F demand recirculation water system. Pumps have controls ( } that manage operation of the t j pump and limit the temperature of the water entering the cold ;t (water piping to 1049F. 403.5.4 -;Drain water heat recovery units I`"`° _ '❑Complies ; (FI31]? Rested in accordance with CSA - + ° - � ❑Does Not jB55.1.Potable water-side 4❑Not Observable pressure loss of drain water heat " ' ,;❑Not A Observable recovery units< 3 psi for PP -i individual units connected to one or two showers. Potable water- side pressure loss of drain water =cheat recovery units < 2 psi for individual units connected to three or more showers. 404.1 J5%of lamps in permanent _ , _: P ❑Complies ; [FI611 (fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ; - ❑Not Observable ; ;fighting. ( ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [FI23]3 ono continuous pilot light. ° ❑Does Not ❑Not Observable # {❑Not Applicable 401.3 Compliance certificate posted. - 1E]Complies F17 2[ ] " � �° � ° ❑Does Not ' k ;❑Not Observable ..j _. ❑Not Applicable 303:3 ;Manufacturer manuals for j❑Complies ; [FI18]3 ,mechanical and water heating :' ❑ Does Not )systems have been provided. 4.}<<- ,tom ,, r, ❑Not Observable ; " b_ ... .,J❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Burgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 9 of10 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3,1 Low Impact(Tier 3) Project Title: Burgerjr Residence (Basement) Report date: 03/25/19 Data filename: Untitled.rck Page 10 of10 2015 MCC EnOrgy ffadRy Cerfificate Absulati• • Above-Grade Wall 0.00 Below-Grade Wall 13.00 Floor 0.00 Ceiling / Roof 0.00 Ductwork (unconditioned spaces): Window 0.28 0.28 Door 0.26 0.15 .. Pleating System: Cooling System: Water Heater: Name: Date: Comments r v REScheck Software VeirMen 4©6o4 D [ECIRVE 5 ComplianceCertificate JUN 2 1 2018 Project Burger Residence sULDIetIG DE PT. TOWNOFSOUTHOLD Energy Code: 2015 IBECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 2385 Pine Tree Road Frederick Weber Burger Construction Cutchogue,NY 11935 Architect PO Box 934 Greenlawn, NY 11740 Cutchogue, NY 11935 631754-5555 631734-5217 fweberarchitect@yahoo.com burgerconstruct@aol.com Compliance: 10.9%better Than Code Maximum UA- 404 Your UA: 360 Maximum SHGC: 0.40 Your SHGC- 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Ceiling 1: Cathedral Ceiling 1,498 38.0 0.0 0.027 40 Wall 1:Wood Frame, 16"o.c. 2,468 25.0 0.0 0.053 102 Window 1:Wood Frame:Double Pane with Low-E 444 0.300 133 SHGC:0.28 Door 1:Glass 93 0.300 28 SHGC:0.21 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,302 21.0 0.0 0.044 57 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed b N in has Lndesigned tq meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory require e s s check Inspection Checklist. � VC. Name-Title §Rg—ni tDate .... �� is Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 1 of 9 KEScheck Software V rsa®n 4.6.4 -, Inspection Checklist Energy Code: 2015IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table,a reference to that table is provided. Section- ;; ;` }P9aois versfied field Verified # :Pre-Inspection%t'Iari`'➢3eview_ ' Corliplies? Cot mien s/Assum""ions . -Rsgaf� Valtie 1lafue 103.1, Construction drawings and --T]Complies 103.2 documentation demonstrate '''x❑Does Not [PRI]1 ;energy code compliance for the :building envelope.Thermal " "' _ 't' y `;° °r'❑Not Observable envelope represented on ,`' ' i» _ r; +; ❑Not Applicable , ,construction documents. •: 103.1, :Construction drawings and r-r' - - <<, `="` - ,❑Complies 103.2, documentation demonstrate `s _" _ " ❑Does Not 403.7 ,energy code compliance for - _ ' ❑Not Observable [PR3]1 ;lighting and mechanical systems. ,r,f } ;'YY' .;t.<"-;'r;='°; '{' :M,_:;','x❑Not Applicable Systems serving multiple `dwelling units must demonstrate ;compliance with the IECC + u`%fY.t,Ott. /ty, .• y -`'t�,,-Y. �`q*;: Commercial Provisions. fi 302.1,- ;Heating and cooling equipment is; Heating: �,' Heating: ;❑Complies 403.7-- ";sized per ACCA Manual S based - Btu/hr Btu/hr :❑Does Not [PR2•1?,',,- :on loads calculated per ACCA Cooling: ; Cooling: ❑Not Observable ' M Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2" Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 2 of 9 Section- Foundation . # ='F®ianc�ation lnsp�¢ti®tt' ' C..M13 s? s`eirnrtieeits%Assn ptioras - 6rite4 303:2.1-,' A protective covering is installed to ❑Complies [Fdi,J)2', ;protect exposed exterior insulation ;❑Does Not _,and extends a minimum of 6 in.below , grade. ❑Not Observable ❑Not Applicable 403:9Snow-and ice-melting system controls,❑Complies [FO12]? '`'installed. :❑Does Not '❑Not Observable: ❑Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 3 of 9 , Section ]?lens Verified ; ;Fi®Id Verified - # gaming/-Rough-In.Inspectiord mplies?Value = , ,!aloe CoC®mments/Assure itions & RegJD 402,1.1, ;Glazing U-factor(area-weighted U- U- ,❑Complies--1 See the Envelope Assemblies' " 402.3.1, ;average). ;❑Does Not table for values. 402.3.3, 402.3.6, 4❑Not Observable 402.5 ;❑Not Applicable [FR2]1 1191) 303.1.3 ,U-factors of fenestration products ,r', `'`'.yj` "j.'=- ` '❑Complies , [FR4]1 are determined in accordance ;" ,,,` :;` u: ;',}`• DoesNot with the NFRC test procedure or p ❑Not Observable :taken from the default table. "°❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier " { ;{ '' ❑Complies 4' Does Not ❑ [FR23]1 installed per manufacturer's "' ` " instructions. >; ❑Not Observable `3❑Not Applicable 402,4.3 ;Fenestration that is not site built �� ` �� t, �.❑Complies [FR20]1 is listed and labeled as meeting f ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 f v a or has infiltration rates per NFRC -:, _ '❑Not Observable ' •400 that do not exceed code ❑Not Applicable_ � �L,: - ;,,;, ;limits. 402.4,5: !,[C-rated recessed lighting fixtures: ;',; :❑Complie ' [FR16]2 `sealed at housing/interior finish 'u'': r ;{"; ''a "' `` 4❑Does Not and labeled to indicate s2.0 cfm ;leakage at 75 Pa. ;, Fr u = - t❑Not Observable . ` <: ❑Not Applicable 403.2.1 `Supply and return ducts in attics -{, ,;'.,'= '` ;.;x .:,4„, ;❑Complies [FR12]1 insulated >= R-8 where duct is ,❑Does Not >=3 inches in diameter and>= s L ❑Not Observable R-6 where<3 inches.Supply and,"-",',,'- ' i❑Not Applicable 'return ducts in other portions of - �the building insulated>=R-6 for :diameter>=3 inches and R-4.2 ;for<3 inches in diameter. 403.3.3.5 iBuilding cavities are not used as ❑Complies [FR15]3 :ducts or plenums. t' '❑Does Not ❑Not Observable i s "_ _ _'_'v❑Not Applicable 403,4 HVAC piping conveying fluids R- R- :❑Complies [FR17]2' ;above 105°F or chilled fluids :[]Does Not below 55 QF are insulated to>_R- ;❑Not Observable3. ' j❑Not Applicable 403.4.1 :Protection of insulation on HVAC , i ❑Complies ; [FR24]1 ;piping. ❑Does Not '❑Not Observable .r _ :, s.,'f; `❑Not Applicable '40S.5.3 ;Hot water pipes are insulated to R- R- '❑Complies [FR18]?- R-3. iElDoes Not ❑Not Observable ❑Not Applicable 403.6 - ,Automatic or gravity dampers are " ` - '❑Complies [FR19]2 installed on all outdoor air `- %`, r' - >;• '❑Does Not ;intakes and exhausts, "_ - '- <? ;r []Not Observable ;. w;; .• „s,;'= "ri❑Not Applicable Additional Comments/Assumptions" 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3" er 3) Low Impact(Ti Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 4 of 9 I High Impact(Tier 1) -2 Medium Impact(Tier 2) 3- Low Impact(Tier 3) Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 5 of 9 ,Sect!dra . Plasia 9ea�ified field verified,.: ; Specidrd = ital�ae` dal ' Scanao�aerai /,Assiaeg�tloiis 303.1 �AII installed insulation is labeled . :-.;. '.„ - "° ❑Complies [IR11372 or the installed R-values .❑Does Not provided. '~ r:' ': >, ❑Not Observable . ❑Not Applicable 402.1.1, Floor insulation R-value. R. R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood '❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable z ; 303.2, Floor insulation installed per j„ `` :{', :; ,❑Complies 402.2.7 manufacturer's instructions and ;;;;' :' > '°a,' ,J,,; ' }❑Does Not [IN2]1 ' in substantial contact with the + tunderside of the subfloor, or floor`Y ; =>4 -. ;'❑Not Observable . framing cavity insulation is in rr -`E: :>,>' '°,❑Not Applicable contact with the top side of " ?t :sheathing,or continuous insulation is installed on the ! = •.. underside of floor framing and u y. extends from the bottom to the •- top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a' R- R- .❑Complies ,See the Envelope Assemblies 402.2.5, f mass wall with at least-1/2 of the ❑ Wood ❑ Wood ;❑Does Not 'table for values. 402.2.6 ;wall insulation on the wall :❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ,E] Steel ;❑ Steel ;❑Not Applicable 303.2 Wall insulation is installed per .. 4``' `_' ;❑Complies [IN4]1 manufacturer's instructions. u` j❑Does Not "t ❑Not Observable ❑Not Applicable Additional CommentslAssumptions, 1 I High Impact(Tier 1) 2 IMedium Impact(Tier 2) 3`, Low Impact(Tier 3) Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 6 of 9 Section Flans;a%erified' Fi�!Id'Verified ; Fi6�a!inspection Pr®dis mein '6Mpslies? C®rnments/A`ssumptions 8r Ret1.1G� 'Value - Value - 402.1,1, Ceiling insulation R-value. R- R- ;❑Complies :See the Envelope Assemblies 402.2.1, ❑ Wood ,❑ Wood ❑Does Not table for values. 402,2,2, '❑ Steel ❑ Steel ;❑Not Observable 6 [FlI]1 ❑Not Applicable FI1] 303.1.1,1, Ceiling insulation installed per , ,4;y,,f4,;..-,:-;:`,.Y❑Complies ; 303.2 manufacturer's instructions. "s :❑Does Not [FI2]1 Blown insulation marked every `=Y`' 300 ftp. '"` =❑Not Observable ❑Not Applicable 402,2,3` .Vented attics with air permeable .; ; :, iK - - 4A 1J. ''`" = i,[]Complies [FI22]2' insulation include baffle adjacent i,. ❑Does Not 'to soffit and eave vents that ,❑Not Observable extends over insulation. :;❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ❑Complies [FI3]1 insulation>_R-value of the ;❑Does Not adjacent assembly. - '❑Not Observable ; ;F-]Not Applicable i 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ❑Complies [FI17]1 ach in Climate Zones 1-2, and UDoes Not <=3 ach in Climate Zones 3-8. :❑Not Observable ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 'cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air 'handier @ 25 Pa. For rough-in []Not Observable tests,verification may need to ❑Not Applicable ;occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [F127]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable ' pressure differential of 0.1 inch '❑Not Applicable ;w.g.across the system including :the manufacturer's air handler enclosure if installed at time of `test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ; ;w.g, across the entire system 'including the manufacturer's air ; handler enclosure, 403,3.2,1 ;Air handler leakage designated `'` _ ..,; _;,;°.:-n ❑Complies [FI24]1 by manufacturer at<=2%of Y4; `,;,`❑Does Not design air flow. "`= y ..,;c= tilt _ ""•; ',, 'k >' ,}„ ;❑Not Observable - _aC, ,i❑Not Applicable 403.1.1 Programmable thermostats F r":,,rn r' . ,t.^,a? ar ^},t zr❑Complies .[F[9]2 'Installed for control of primary °f;,❑Does Not heating and cooling systems and .jrat:s,,„ :R'• s t`; >' `❑Not Observable i initially set by manufacturer to `code specifications. wr =;3?"'❑Not Applicable ,403,.X.2 ;Heat um thermostat installed i' . '^` `, "' `❑Com lies [FI10]? - on heat pumps. ";[]Does Not ;❑Not Observable *R4h: ❑Not Applicable 403:5.1 ;Circulating service hot water F: ' y'`,'''' °'''' `❑Complies [Flil]?` systems have automatic or ❑Does Not accessible manual controls. n ' r• �;,,, � •'FR;�Y;. '4❑Not Observable 4,❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) FTFLow Impact(Tier 3) Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 7 of 9 Section Plans Verified Field Verified ## Final Inspection Provisions � Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 All mechanical ventilation system - ❑Complies [FI25]2 fans not part of tested and listed `` ^' -❑Does Not HVAC equipment meet efficacy " " ,''= `'''" ' and air flow limits. ❑Not Observable ❑Not Applicable 403.2 Hot water boilers supplying heat .,' „ ;❑Complies [FI26]2 'through one-or two-pipe heating ❑Does Not isystems have outdoor setback ?"❑Not Observable ' control to lower boiler water temperature based on outdoor -'4` '`J '❑Not Applicable temperature. _403.5.1.1 'Heated water circulation systems'",; �f',. - ^r ❑Complies [F128]2, ;have a circulation pump.The ❑Does Not ;system return pipe is a dedicated- -' return pipe or a cold water supplyr;, ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system ' 'pumps start the pump with signal. for hot water demand within the , occupancy.Controls d; automatically turn off the pump ;when water is in circulation loop is at set-point temperature and no demand for hot water exists. a: 403.5.1.2 ;Electric heat trace systems _ :'❑Complies [FI29]2 'comply with IEEE 515.1 or UL ;❑Does Not :515. Controls automatically ; ❑Not Observableadjust the energy input to the _ -_- , heat tracing to maintain the - . ❑Not Applicable ' desired water temperature in the piping. 403.5.2 ;Water distribution systems that -_--[]complies [FI30]2, :have recirculation pumps that ❑Does Not pump water from a heated water supply pipe back to the heated _ „ aY, []Not Observable water source through a cold Not Applicable water supply pipe have a demand recirculation water _ system.Pumps have controls ' ;that manage operation of the pump and limit the temperature ;of the water entering the cold a: ;water piping to 104RF. A`= 403.5.4 ;Drain water heat recovery units ❑Complies (F131]? 'tested in accordance with CSA ❑Does Not 855.1. Potable water-side pressure loss of drain water heat Not Observable recovery units<3 psi for = f' _ ❑Not Applicable , individual units connected to one ' ,or two showers.Potable water- side pressure loss of drain water - 'heat recovery units< 2 psi for individual units connected to 'three or more showers. 404.1 ;75%of lamps in permanent '❑Complies [F[6]1 'fixtures or 75%of permanent ;❑Does Not ;fixtures have high efficacy lamps,s,,'•,, ` :`. '';❑Not Observable 'Does not apply to low-voltage 4 _ lighting. 4 ;❑Not Applicable 404.1.1 'Fuel gas lighting systems have r'' ❑Complies [F123]3 'no continuous pilot light. ❑Does Not ❑Not Observable ❑Not Applicable 1 lHigh Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 8 of 9 :se5tion :Plansi4epifed •Field_ ,erified iris"a'7ecimnnProisions"` �y `♦ -CoonH9lis?=` C®xeaineiats%Assue�iyyti®ris; i,�'®•A,.. _ �cr. i) A4 �. W��P.'..� ("' 75,_.P„ •hn.. 46'13 -.'Compliance rF .'Compliance certificate posted. l" ` F-'*�,O o• mplie; s ; 4 17]Z" #.'•t°+.=.y##, Not '..0 , �.:'�:i� ~`�Sxa... lfic.:��"• J,:.r,.,"-F,�i;fi.. ..{.:.r�.'��ry�..•i:r,'� r •} ,Yi,. �, ,:4r,;-' "��'ix�`;`�if� 'i`?';,"'1'''t� k n•;ur�,�ONot Observable , • P.: y;"<�r >_a,`. [INot Applicable 3033 'Manufacturer manuals for q:;tr,:,r: `y e;'J` „``>r,t` r” ,=`Fi" =`°'s},i? : Complies [F118j3 :mechanical and water heating �:p,F '° <s js" ,'`;:j` " t 'Fh -=f (]Does Not isystems have been provided. ';_ „• y: '[,';;;;u.}.s`` 'r rw•;s;,`> T]NotObservable , v, s°',, v,A.•,°: - ❑Not Applicable ,r , Additional Comments/Assumptions: 1 IHigh Impact(Tier 1) `2`. Medium Impact(Tier 2) •3; Low Impact(Tier 3) Project Title: Burger Residence Report date: 06/20/18 Data filename: Untitled.rck Page 9 of 9 20-15 ECC Energy Effico. ency Cordficate Ab6ire'-Grade' Will Below-Grade Wall 'Mob Floor 21.00 Ceiling/Roof 38.00 Ductwork(unconditioned spaces): KZ ARM Window0.30 Door 0.30 0.21 Hefting Sysii em,..- Cooling System: Water Heater: M Name* Date: Comments SURVEY OF PROPERTY A T PECONIC TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-104-03-02 SCALE. 1'--30' JUNE 10, 2010 JUNE 18, 2010 (FLOOD ZONE & WATER METER) JULY 30, 2010 (SOUNDINGS) AUG. 9, 2010 (PROP. DOCK) YACXARJNO APRIL 26, 2011 (WETLANDS FLAGS) n-0a-20n DECEMBER 6, 2017 "EDGE OF 77DA AN AS COS TE�O MARINE ONDAPRL ,02011 LOTS OD RET. BTTm. WALL SA 275,00' WO a CMF WALL 0.1'N EL5,4 N87'01'20'E �`''3 SPLIT RAIL FENCE (DELAP) 0.5'S BTTM. WAL CMF 1v HED EL,11.4' EL.8. N g ZONE X 1 59.6' y ? g.B gSpygf T ECK EL 10.1 WOOD ~ l� 9.6 EL10.6' LANDING 2 2 I� y MER w 1 1�2 STY q 9.9 A EL-10.1' m STEP WOOD do o o M co N _ COMPOSITE METAL 29.8' . HSE & GAR. m S DOCK CATWALK RAM y Os LOT 15 EL-10.0' EL.4.6' qsA 104.8 A 11.7' 6 EL.9.9EL10.1' m m I EL1.2' 2 N tiq 9RICK ^ RICK `+ 00 o 'v DBL. 1 PILINGS B 27.7' a O 9' STOCKADE FE, WALL a (p OVHWS 0.3'N 0.6N EL.4.6' EL1.1' b MON FE �o BTTM4 WALL 0.9E 'S UTl TY CMF SPLIT RAIL FENCE 0.3 FE / POLE 253.95' M 0.2'S / " S87'01'20"W LOT 14A i w v rn m'EADOW LANE (UNIMPROVED) 1 -WETLANDS FLAG ■ =MONUMENT FLOOD ZONE FROM FIRM MAP 36103C0164H LOT NUM5ER5 REFER TO "MAP OF NA55AU FAKM5" 5EPTEM6EK 25, 2001 FILED IN THE SUFFOLK COUNTY GLERK'5 OFFICE ON ELEVAT I ONS ARE REFERENCED TO NAVE) MARCH 25, 1935 A5 FILE NO. 1179 8AN Y ALTERATION OR ADDITION TO TH 15 SURVEY 15 A VIOLATION OF N. Y.S LIC. N0. 49618 5ECTION 72090F THE NEW YORK STATE EDUCATION LAW. EXCEPT A5 PECONIC SURVEYORS, P.C. PER 5EGTION 7209-5UL3DIV151ON 2. ALL GERTIFIGATION5 HEREON AREA = 17,633 SO. FT. (631) 765-5020 FAX (631) 765-1797 ARE VALID FOR TH 15 MAP ANO GOP I E5 THEREOF ONLY IF 5A I D MAPP. tie linesTRAVELER P.0. BOX 90909 p GNA�URE APPEARS HHEREON.SSED SEAL OF THE SURVEYOR WH05E SOUTHOLDN. 11971 T 86-357 FREDEROCK FILTER CLOTH AGAINST ROBERT WOVEN WIRE FENCE W/ WEBER 2"x2"x36" STAKES, 12' OC DRIVEN 16" MIN, INTO GRADE, EMBED FILTER CLOTH 6" INTO GROUND ARCHOTECT FLOW O z N � SLOPE CROSS SECTION SILT FENCE DETAIL CONCRETE COVER OR PQ TRAFFIC C.I. GRATE BEARING LOT COVERAGE: DRAINAGE CALCULATIONS: SLAB CONCRPRECAST CONCRETE C:-iIMNEY Addition and Contributory Roof Area = 2122 sf EXISTING ADDITION TOTAL x .16' (2" Rain) HOUSE/Gare e: Drainage Capacity Required: •451.8 cf PIPE INAGE g 23�f 3 sf 349 sf 2�f 22 sf DECKS: TYPICAL 161 sf -161 sf - Structure Cap/cf acity i DRAINAGE w Gal. SHED: 80 sf -80 sf - I RING oc I A 8'0 x 6' Deep Drainage Ring 253.2 cf 1 Q I TOTAL: 2614 sf 144 .5f 2-122 sf w/ Traffic Bearing Slab 8'-O"� ) i 6'0 x 5' Deep Drainage Ring I i (To Mean High Water) 14.90 15.5% B w/ Traffic Bearing Slab 111.5 cf I I (To Top of Bank) 11.1 118% 1 •4'0 x 6' Deep Drainage Ring I I C 522 cf w/ Traffic Bearing Slab . 1 2' CLEAN SAND t 'f'0 x 6' Deep Drainage Ring I GRAVEL FILL 1 D w/ Traffic Bearing Slab 52'2 cf L----------------------- Q Drainage Capacity Provded: 469.1 cf .4,o= a.-i cf/rt Note: 6' Deep Drainage Rings Located in Areas TYPICAL SECTION DRAINAGE RING 22.3 cf/ft or Minimum 10' Elevation, 5' Deep Drainage Rings 8'0= 42.2 cf/ft Located in Area of 9' Elevation LOT Ib EDGE OF TIDAL WETLANDS AS DETERMINED BY COSTELLO ' 11ARIVE, ON APRIL 29, 2011 WOOD RET. I 2-15.0d IUALL 0.PN STORM WATER POLLUTION PREVENTION N 810 OI' 20° E SPLIT RAIL FENCE (DELAP) O.S'S / remove, �'' Ist ( 2na _�i{tT-CnCMf1 0 (�, I I CONSTRUCTION PHASING: _ — ti Addit,�ort.ZONE ✓�O bD� -' -► b hed b _ _ _ -;. A I- INSTALL WIRE BACKED SILT FENCE. BRICK �t_�__.v ;- c J o 0 I = - , '-- ° Z 12- _ ct O _ ________-- �s �, rn I� I Z 6.0' 2- EXCAVATE t CONSTRUCT FOUNDATION FOR ADDITION. Existing Asphalt O -------5q-�------ - --� - ��----.I,�fmove � � o r � >1 (� W 0� Drivewaq to Re�nafn -------- ------- EXI - - .... ....:::':•.'':::. b l i' Istin -rt°� �r I 10 4- INSTALL DRAINAGE STRUCTURES. --------------- -- STORY q•c' ::'::':':'::':'::: „� ec I Z ICa JMETAL 5- CONSTRUCT ADDITION/RENOVATION TO EXISTING RESIDENCE. DRAWING TITLE: i CD pTER ` w GARFLR. EL. 11.2' FR ME 9•`1' <n ° , i 0 6- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE STRUCTURES. LING F, , EL. 12. ; xistrn , Patio i fi 3 WOOD & COMPOSIT04 E000' 2q'e' (Prop se nd S ory w t Gr main) 135.0001DOCK / CATWALK w INSPECT SILT FENCE WEEKLY SITE PLAN 35 Par e, t '!aid} `� LOT 15 o d E istm ous 1 �$ I ar SITE AREA: 11,633 SF, LAND D;STURBANCE: 650 SF Existinf- (iron ”' q.q' b o FILL Constructs �� 6� 1osi,8 GK l=oot rt IIS :- i 00' i DB NGS REMOVED FOR FOUNDATION t DRAINAGE = 80 CY Entrance N1 J — _ -10— RI ' 1st 2nd :'::1 ... . 35.0 ° i I ° z PI 00 Co cret — ......::::::::.....:: b ---- -.--. CIE t / oor ddltlon_ :.:.:'_;�:.::.::::.:�,.;:.:::.:' b i (New Rear) 1 I �. PROPOSED HOUSE ADDITION OCCURS IN AREA ALREADY "CLEARED"- o yy.. ....... b 1 1 NO NEW CLEARING. .... .................. _ <g Existing Driveway 2�.'I' - - _to be Construction _- RNA �' -----S OCXA FAB ,i Slit Few g.- o 1 m — S ockpile ------ - Stagtrrg-,area------ (n 95- � f v, 0.3'N — °---0/ �' 1 B: MON To soil [I-- O FE 253.°`5' O6'N 1 i RENOVATION/ADDITION 0.9'E UT LITY SPLIT RAIL FENCE 0.3'S o GE RESIDENCE S 81° 01l 20° W., POLE ''pb FE PINE TREE ROAD 0.2'5 CUTCHOGUE, NY LOT 14A ;j EROSION &SEDIMENT CONTROLS TOIIN OF S011THOLD Shall include but not be limited to: SCTM# 1000-104-03-02 A well maintained Construction Entrance, SITE � � � � NORTH Wire Backed Silt Fencing, stabilization & 0PROPERTY OWNER: EUGENE C. BURGER Seeding of exposed and/or inactive soils.. ARCHITECT: �= 1" = 20'-0" SITUATE: CUTCHOGUE FREDERICK R. WEBER TOWN OF SOUTHOLD DRAINAGE INSPECTIONS ARE REQUIRED 41 EAST MAPLE ROAD SUFFOLK COUNTY, NEW YORK GREENLAWN, NY 11140 Contact TOS Engineering at 765-1560 before SURVEY INFORMATION: Backfill, OR Provide Engineer's Certification 52 NOYAC PATH PECONIC SURVEYORS, P.C. that the drainage has been installed to Code. WATER MILL, NY 11914 (UNIMPROVED) SOUTHOLD, NY SURVEYED: JUNE 10, 2010 MEADOW LANE LAST UPDATED: DECEMBER 6, 2011 TEL 431 154-5555 fweberarchitect9yahoo.com ELEVATIONS REFERENCED TO N.A.V.D. of 1988 APPROVAL OF STORMWATER MANAGEMENT SEAL: LOT NUMBERS REFER TO "MAP OF NASSAU FARMS" COSJTRO PLAN -To ode C 'FLOOD PLAIN: ZONE X FILED IN THE SUFFOLK COUNTY CLERKS OFFICE Date: Zo / .p 36 FLOOD ZONE FROM FIRM MAP 36103CO16,4H, SEPTEMBER 25, 2009 ON MARCH 28, 1935 AS FILE NO. 1119 Approved b 8 - EXISTING CONTOUR SCTM# 1000-104-03-02 LOT AREA: 1-1,633 S.F. (TO TIE LINE) /� II� � ^^II uu C C ti I A 8 - ...'."' REVISED CONTOUR LOT AREA: 11,513 S.F. lT0 MEAN HIGH WATER) DR7`�uJIl�l SCl—f�� . �C l 8 �\� NEW CONTOUR LOT AREA: 15,255 S.F. (TOP OF BANK) DESCRIPTIONS r / =MONUMENT ZONING: NON-CONFORMING LOT (LESS THAN 20,000 SF) Al SITE PLAN YARDS: (PRINCIPAL) FRONT 35' A2 FOUNDATION PLAN DEC S. 2011 SIDE (ONE): 10' Revisions NOV 3. 2011 SIDE (BOTH): 25' A3 IST FLOOR PLAN Reduce Porch MAY 11, 2011 REAR: 35' Al 2ND FLOOR PLAN REV.: HEIGHT (MAX.): 35' A5 ELEVATIONS DATE: APRIL 20, 2011 FLOOD PLAIN: X A6 SECTIONS SCALE : i" - 20' Al FINISH SCHEDULE/DETAILS JOB NO: w201103 A8 CODE DETAILS DRAWING NO. 51 STRUCTURE: 2ND FRAMING (IST PLAN) 52 STRUCTURE: ROOF FRAMING (2ND PLAN) EI ELECTRICAL: IST E2 ELECTRICAL: 2ND OF AS DO 1`10i r"Flo j7r01�� ►,� FRA%1ING l�P1TIL ►..G mo JICn', �r FOUNO.ATP11.,R4 FRE®E(UCK ROBERT WEBER TIED AS ROTED ASPHALT TRAFFIC DATE: B.P.";A291 BTop aseCoat GRATEZANG�BEARING FEE: ABY: RC�U 110TECT PIPE TRENCH NOTIFY BUILDING DEPAR T DRAIN T O 765-1802 8 AM TO 4 PM FOR TH �a DRAINAGE RING FOLLOWING,.INSPECTIONS: 1. FOUNDATION -.TWO REQUIRED BLEND FOR POUr?ED CONCRETE ' 2. ROUGH IRA ING & PLUMBINC, DrAINAGE INSR-CT1oNS aRE nEoUIRED 3. INSULATION Cont^wt TOS Engineering t 785.1560 before CROSS SECTION 4. FINAL - CONSTRUCTION MUST Backfll,OR Provide Engi !er's Certification TRENCH DRAIN 's DRIVEWAY BE COMPLETE FOR-C.O. t°tet the drrinrnehas b€'e. Installed to Cod- ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF SIEW YORK STATE. NOT RESPONSIBLE OR ELECTRICAL DESIGN OR CONSTRUCTION ERR RS. INSPE TION REQUII EXISTING n n n HOUSE FILTER CLOTH AGAINST Iuu1 EXISTING TOP TRAFFIC DRAINAGE CALCULATIONS: WOVEN WIRE FENCE W/ FF EL +12'-6" I' MIN. t T MAX. LOCKING CAST BEARING 2"x2"x36" STAKES, 12' OC COMPLY WITH ALL CODES O OF SEPTIC TANK CONCRETE IRON COVER SLAB DRIVEN I6" MIN. INTO NEW YORK STATE 8� OWN COD EL +9'_0 I/2-� CHIMNEY DEPTH /TO GRADE EL +II CONCRETE SANITARY SYSTEM Addition and Contributory Roof Area = 2122 sf x .16 (2 Rain) = 451.8 cf GRADE, EMBED FILTER AS REQUIRED AND CONDITIONS INVERT COVER 4 � APPROV Structure Ca acct CLOTH 6 INTO GROUND NS EL +8'-II° PIPE, 1/4" PER FT. 4"0 APPROVED A 9 MIN. PITCH s PIPE. I/8" PER FT. 8'(P x 6' Deep Drainage Ring MIN. PITCH _ RENOVATE EXISTING SANITARY SYSTEM FOR 4-BEDROOM DWELLING: '4 w/ Traffic Bearin Slab 253.2 cf Iuul EXISTING INVERT " 6'� x 5' Dee Draina eRin -$ NING80� EL +8-6 EXISTING CERTIFIED SEPTIC TANK (1000 GALLONS) P 9 9 CLEAN-OUT " � i B w/ Traffic Bearin Slab 111.5 cf IN BSMT. LIQUID INVERT (3) �{�x 8'� LEACHING POOLS 180 x TOTAL HEIGHT 12 = 300 SF SIDEWALD: g o z SOUTHOLOT NN TRUSTEES o - DEPTH _ iINVERT i LEACHING POOL #1 (EXISTING, "CERTIF'ED", RAISE): 8'4) x 4' DEEP -4'(P x 6 Deep Drainage Ring FLOW N HEL +8'-0" iEL +-('_8" "CERTIFIED"): C w/ Traffic Bearing Slab 52.2 cf SLOPE ., N.Y.$.DEC FLOW LEACHING p LEACHING POOL #2 (RELOCATED, CERTIFIED ). 8 x 4 DEEP g BAFFLE EXISTING POOLS i j LEACHING POOL #3 (NEW): 8'� x 4' DEEP 4'� x 6' Dee Drainage Rrn "�IB�R CE TIFICATION SEPTIC TANK D w/ Traffic Bearing Slab g 52.2 cf z ..:A©CONT :NTBEFORE (1000 GAL.) 1COL�R IN. (300 S.F.) Drainage Capacity Provided: 469.1 cf C4ICATE0' OCCUPANCY i LEACHING POOLS: v- i SEPARATE l0' FROM BUILDINGS, 5' FROM PROPERTY LINES, Existing t New Driveway= 2.483 sf x .16' (2" Rain) = 391.3 cf CROSS SECTION OCCUPANCY 0 2ER i1SE IN:WATER 3 (MIN.) TO HIGH 1 LYSYST W CANNOT SEASONAL GROUNDWATER i 20' FROM STORM DRAINS, 10' FROM WATER LINES, (TYPICAL) Structure Capacity SILT FENCE DETAIL USE IS UNI-AWFUL EXCEED 2110 i1,� c. _,�.). EXISTING MEET ALL S.C. DEPT. OF HEALTH SERVICES REGULATIONS. (2) 8'0 x 5' Dee Drainage Rin r, r HOUSE L-HIGH GROUND--- WATER EXPECTED E +1'_0"- EI, E2 w/ Traffic Bearing Slab g g 422 cf WITHOUT CERTIFICATE 0� 4'4)= 8.1 cf/ft Note: 6' Deep Drainage Rings Located in Areas CONCRETE OF OCCUPANCY n 6'4= 22.3 cf/ft of Minimum 10' Elevation, 5' Deep Drainage Rings COVER OR 1� 8'0= 42.2 cf/ft Located in Area of 9' Elevation TRAFFIC C.I. GRATE - BEARING SLAB PRECAST ALl PLi;'., 1iNG WA r. 16 EDGE OF TIDAL WETLANDS AS CONCRETE Blower door S LOT DETERMINED BY C05 CHIMNEY CHIMNEY 0�.� &V�'A7( n ' ''iESNEE�.: ;, I MARIVE, ON APRIL 29, 2011 and ductwork - STNG BE 'DRE CQ1 PlI G W000 RET. � I Q WALL O.!'N i I 6"� testing required. 215.00 1 DRAINAGE o r IN- ::6 ::i IN PIPE 00 N 8�° 01� 20N E SPLIT RAIL FENCE (DELAP) 0.5'SI i 1st i 2nd��iltncingl �� , TYPICAL i �$ N ;remove o, Additicm.� ° -� O I °r i DRAINAGE w rovide Manuals _ ; Must p D w = ZQNE X 1 BRICK -=shed _ --_�.�.A ----- �s°� ( `'o I .s w i RING D, J and S as per Z = Existing Asphalt _ 5q-b--_--- -- --�, - �S1<a�==- ;�- emove--� �.�o �; m 3 I w 6.0' > NyS Energy Code liW 08 Drivewa to Reiiaia-------J--- ---------- i -Bsmt. ::.::: �`):.':::. : ::: istin 1 -nom -- --- ° -- Remov EXI : �. . + o I i g ----- -- i Wall STORY q.b° " ::: :::. . ,,, ec i y z i DRAWING TITLE: Existing r-- Existr� Driveway Centers N o ,j i g l r r� o i`' BB Curb Existing � Abe C:on tion Circulars �,, q•q' , i I �, ° i r Z y O o TER ` L �� Staging Areag8_Cu�b___ _ _�'AP'_FLR.-ELT 1/.2 FR ML NG F. EL. 12. ' „ i �C m n o y1A TE Water -me. - SITE PLAN N ------- --- }ll--- -New ---- W---------------�� W i i5' rj or °° ', x r .Patio i 135'- b 3 D)C��CATWALKS W METAL _ 2 CLEAN SAND t -�� GRAVEL FILL Cu New Asphalt i, 29.8 (Prop se nd g w 41inain) 0 I L------------------------ Drivewa �\ P r lb' " Relocate E>nsGdg Addit i V- nt, a y_. OT 15 _LF2. i °, om of E istin ous 9.9' ; I ° I ar SFr° �; \_� ( E21 10`18 Path l gs- "' foot ri '"___ :::: i i DBL. Existing - ------- ��--f' ) j �� y' (E,ustm9): Il �; - - ^' ++.�' ��__r:.:.. , i -O" r O PILINGS TYPICAL SECTION ® DRAINAGE RING Construction New Trench \�\�,,' Re TEST �' RP xisting^ 1st 2nd ==:�::.....: t• , 3 Rear) ° r I 1 ° pO Entrance y Drain riveway -HOLEC ret m Tank oor dditiono :::`' T:_::::.:::: .:1�5y- ��New Curb \``'�1e - i *2 .1, N �31't' -s�-- -------- t��Box _ 1 ------------ -- -- � •. -i1- --ava; ,-•�E5 � , �-°'�-----� � o- _, _ ° JOB. �m � � � B 1 gilt �encin� 1 Sock de NL / LPI RSM-SAO WiR `i�� `y$ -- - - ° -�° ° 1 p _ STORM WATER POLLUTION PREVENTION RENOVATION/ADDITION �p To Sod co _�_ ._�_==T ------- a ..ice /'� WALL 1 i MON �.� 4 �,� (�Y� r 253.q�� 1 8 0.6'N CONSTRUCTION PHASING: BURGER RESIDENCE 0.9E UTILITY 5PLl7 >TOCKADE E] EO FE S 81° 01' 20., W ., POLE �� -E, 0.3'N o I- INSTALL WIRE BACKED SILT FENCE. PINE TREE ROAD � 0.2'5 2- EXCAVATE t CONSTRUCT FOUNDATION FOR ADDITION. CUTCHOGUE, NY m LOT 14A -+ 3- INSTALL DRAINAGE STRUCTURES. TM OF OOOD104-03 -02 4- CONSTRUCT ADDITION/RENOVATION TO EXISTING RESIDENCE. 5- PROVIDE GUTTERS/LEADERS AND CONNNECT TO DRAINAGE �j )RTH STRUCTURES. PROPERTY OWNER: ARCHITECT: EUGENE C BURGER INSPECT SILT FENCE WEEKLY SITUATE: CUTCHOGUE SITE AREA: 1-1,633 SF, LAND DISTURBANCE: 3800 SF FREDERICK R. WEBER TOWN OF SOUTHOLD 41 EAST MAPLE ROAD SUFFOLK COUNTY, NEW YORK FILL REMOVED FOR FOUNDATION t DRAINAGE = 80 CY GREENLAWN. NY 11140 SURVEY INFORMATION: PROPOSED HOUSE ADDITION OCCURS IN AREA 52 NOYAC PATH PECONIC SURVEYORS, P.C. ALREADY "CLEARED", NO NEW CLEARING. WATER MILL. NY 1191E SOUTHOLD, NY MEADOW LANE SURVEYED: JUNE 10, 2010 TEL 431 154-5555 LAST UPDATED: FEBRUARY 26, 2018 All exterior lighting fweberarchitectmyahoo.com (UNIMPROVED) ELEVATIONS REFERENCED TO N.A.V.D. of 1988 inPteUed,replaced or LOT NUMBERS REFER TO "MAP OF NASSAU FARMS" mired shalt conforms SEAL:--�- 10 Bw Chapter 172 ,) FLOOD PLAIN: ZONE X FILED IN THE SUFFOLK COUNTY CLERKS OFFICE FLOOD ZONE FROM FIRM MAP 36103CO164H, SEPTEMBER 25, 2009 ON MARCH 28, 1935 AS FILE NO. 1119 elC-10W-Incode SCTM# 1000-104-03-02 TEST HOLE DATA LOT AREA: 11,633 S.F. (TO TIE LINE) DRAWING SCHEDULE LOT AREA: 11,513 S.F. (TO MEAN HIGH WATER) (McDonald G�osclenc�) � LOT AREA: 15,255 S.F. (TOP OF BANK) ,January 9, 2018 DESCRIPTION -!`' J JUNE 8. 2018 ZONING: NON-CONFORMING LOT (LESS THAN 20,000 SF) AI � SITE PLAN MAR 5. 2018 I, DARK BROWN LOAM (OL) YARDS: (PRINCIPAL) FEB 23, 2018 BROWN SILTY SAND (SM) FRONT 35' A2 FOUNDATION PLAN DEC 8. 2011 3' SIDE (ONE): 10' Revisions NOV 3, 2011 LOT COVERAGE: SIDE (BOTH): 25' A3 IST FLOOR PLAN Reduce Porch MAY 11, 2011 REAR: 35' REV.: PALE BROWN A4 2ND FLOOR PLAN- FINE SAND (SP) HEIGHT (MAX.): 35' EXISTING ADDITION TOTAL AS ELEVATIONS DATE: APRIL 20. 2011 HOUSE/Garage: 2313 sf 3.49 sf 2122 sf FLOOD PLAIN: X A6 SECTIONS SCALE I" 20' WATER IN 10.1' WATER ENCOUNTERED DECKS: ILl sf -W sf - SHED: 80 sf -80 51' - Al FINISH SCHEDULE/DETAILS JOB NO: w201103 PALE BROWN I TOTAL: 261�f sf 1.4.4 sf 2'122 sf A8 CODE DETAILS DRAWING NO. FINE SAND (5P) 11, -(To Mean High Water) 1.1.9% 15.50/0 SI STRUCTURE: 2ND FRAMING (IST PLAN) ..(To Top of Bank) I-I.I% 1�.8% 52 STRUCTURE: ROOF FRAMING (2ND PLAN) EI ELECTRICAL: IST E2 ELECTRICAL: 2ND OF A8 NOTES: FREDERICK I- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER ROBERT PARALLEL PARTITIONS AND AROUND ALL OPENINGS. WEBER 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-O" BELOW FINISHED GRADE. ARCHITECT 4- NEW BASEMENT SLABS TO HAVE 6"x6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 5- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A53 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST RISC SPEC. 6- ALL COLUMNS TO HAVE 6"AO"A/2" B.PL. (UNLESS OTHERWISE NOTED) C nn n A6 Iuu1 31_/11 I/_2N 14'-411 811 2,_21, 8111 I I 1 i �+ New 8" P. Conc. L--J -' _ Found. Wall w/ erb 8" p Conic. New :'. :... :�. . 1 _ 3 GN ap kE 2) #5 Bars Top o I 1 1 1 1 22' 0" Foundation I I ottom, 44 Bars I I I I UNEXCAVATED r-� _p 2" oc Vert. on °p E C�-L=l l l l l = 8" Conc. I 1 j Drop r Beam8"x10" Cont. `� Foundation ' p �' . Conc. Ftg. O I Existing I I I Footing Pocket g a, :a r `---� L------ -- ----- ----------, i -' CRAWLSPACE 6x6 Post 4x6 Post X V ,_In oo �. Above Above =; �. :. •. w ' r P. Conc GPI r •Shelf Wall Below Grade CL O 1 1 Island Underpin Existing w I I Dampproof _ I Above Foundation Wall 1 I I I i � � S I I I '•; 1 y - - -- _—�_ -- New I I (� BASEMENT = j 8" G r 2 -8 ' 4'-8'` iv 3'-4" -8' -8' 00 O v- Existing oo I - _ d- UNEXCAVATED °O Exist. 2x10 F.J., 16" oc Exist. 2xIO F.J.. IC oc j Exist. 2 F.J.,: 16" ocoo E rst. 2x8 F. 16" oc - I New 2x8 F.J., 16" oc 1 I o Anchor 16" U- _ m - ,-+- 23' 4" "� I I i r Bolts _ Existing 3"� i c`, - 2� ,II' - Remove Exrstrng Exlsti g Zr- _ I I m \ t Steel Pipe Col. -2 1 Bot. of Girder t St Irs, Floor Ov Oil Tank r - - - -- -- - - -- -- -- - - I/2 r a, 1 - = New 3 1/2"0 _ I To of Slab = 5'-8 /2 J 1z' �- I Ln 1 j on P. Conc. Ft . I V p oo =_ _ I I Op g, w/2x10 F J. - rl rl Steel Pipe Col. _� I _ I = = 1 0 . 1 O j 1 it - O 4"x4"xl/4" Stl. Column I on 30"x 30"x I " I " o `p t-J �-a I L �r -� on 36"x3 "xl6" P. Con . o -y P. Conc. Ftg. w/ 1 I New 3/4"0"xl5 — Ix 1 I "r L T 3I j Ftg. w/ 3) #5 Bars v I (3) US Bars, Both 4' ,� 1 _ �' ® Base fP DRAWING TITLE: x Existing 1v I I = I jr- - Both Wa s. (Extend r I I Ways (Tg J I UNEXCAVA ,'E �. 1T , O o -, I1 �I I I rj7 1 5"x5"x3/8" Stl. �:: p I FOUNDATION 00 BASEM NT �-I J i _. z� J " I I Col. Abov on (For Stoop) '�`—'M' r I I 1/2"x9 x9' B.tE t cn ' I t cv l x _I- ;- " " I " " 1 5x5 COLUMN O W ter Service .r 1, I-� " 1 (4) 1/2 xl A.B. 3/4 xl xl5 B.E i s ------- BEARING fE 1 1 C) I r i Exrstrng a, I 1 cn 1 xrstrn `r L I I New — MIII- 11' P. Conc. SI b o ' . L- 1 II -, - � -L . BASE ENT BASEMENT 1 :: rNew (2) 9 1/2 L 1 c New(3) l 1/2" LVL _ J ao I II==7========C�=—r==— —____== = = - ..I . (Exrstrn" � � =_= — _ � I � I ace) .. . . �IO6 -6 Top of L J `'' `r Crawlp 1 „ Slab to Unde side ki _ k t = �? m W Ir1 : I : • I ' l4) I/2 xl2 J O W _ 4 P. Con ., I I I `_ Anchor Bolts of 2x10 F.J. X ' j ,- r i -�, N o Bsmt. Slab I •: I I i I 1 O0 A b :� I MI I 1 I :, oo A x it A6 Exist. 2x10 F.J., 16" oc r J Exist. 2x8 F.J., 16" o I Q� Exist. 2x F.J., 16" oc t _ New 2x8 F.J. 16" oc :=- -�'r j r_ u I 1/2 T ; II'-8" (u 8" - N p,_4,1 O I 8„ I a; 1 I A6 _ ® ® " " " JOB: m 1 L I . New (2) l I/2" LVL G r ° 1 _ ____ --_____ ___ _-_-__ I 1 : : 1 I -m a- ® ;: ® Base ADDITION/RENOVATION N Cut t Raise ew I I `'l i I °0 ' '/ I/ I `,-1 BURGER RESIDENCE I r p 11R T 1 I 1 d N Remove -1-- I ' ' '' ' I °p - 911 _ Girder (Flush) 1 I I r l 1 1 _I ��-Existing I 1 I J ,� ,� PINE TREE ROAD �1 24 -J ,,I ' Foundation 1 r- CUTCHOGUE, NY New (2) 9 I/2" VL I 1= I .Q I I 4"x4" (COLUMN _ _ _ _____ _ _ v- r r I 1 j BEARIING E. V r i 8" Conc. el. New (3) 1 I/2" LVL _ , I I 3/4" = 1'-0" TOWN OF SOUTHOLD 4'-0" Foundation I r0 �- I I ` • L__J L__ SCTM# 1000-104-03-02 ------ = I ��- - -- - - - - --- -- 4 . .. , 1 n el _ to , r °O L L _ I o0 - i r J - � I '•� Heft r1 iReloc te; -+�- I T - - - - -r 1 � r-------J ARCHITECT: p Sanitar Prpe = r 4"x4"xl/4" Stl. > p ; Boil r i , I 5ax5('x 8" Stl. L j " Col. Above on ��- r Loc tioro ' -` I ' I r (2 -8 elow F.J.) I U �ol.l Ab ve on tr IL"xl6" P.Conc. Pier - - -` FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER �I 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. DOOR SCHEDULE WINDOW SCHEDULE 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD FREDERICK TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Height 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. Unit Model It Width ! Hei 9 Unit Model Area ROBERT # R.O. Opng Egress WEBER HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL E 3-2x8 IN 4" WALL OR AS SHOWN ON DRAWINGS. S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED a 8'-0" O.C. l Front Door, "Simpson", 3'-0"x 6'-8" (Door) ® ACW2660 2'-4' x 6'-0" Yes PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. O Bellaire, 1598 W/ (2) I'-2"x C-8" 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.). OR AS NOTED ON DRAWINGS. Sidelites 2 "Andersen" Frenchwood © ADH3250 3'-2" x 5'-0" Yes ARCHITECT1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. O Inswing Patio Door, 54611 APLR 5�-4"x 4'-ll" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. "Andersen" Frenchwood © NOT IN USE 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS SHALL RECIEVE 5-100 NAILS AT SILL Inswing Patio Door, 296115 2'-9"x 6'-II" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. O "Andersen" FrenchO NOT IN USE 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D ® 12" O.C. INTERMEDIATE. `I Inswing Patio Door, woowood d L 2'-9"x 6'-II" 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" O ADH2634 2'-4" x 3'-4" No OR APPROVED EQUAL. * Verify Operation 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, _ _ _ _ _ _ _ _ O Arch Top 2'-6'x 4'-8" No GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS — 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. Q ADH2648 T-4' x 4'-8' No 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS a 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. C HO AAN2020 2'-0" x 2'-0" No15. n n n U 1 RIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. JO ACW2650 2'-6' x 5'-0" Yes (Pre-Existing Dimension) (Pre-Existing Dimension) O APW4450 4'-4' x5'-0' No 45'-0" CL 33'-8" o O AC111200 T-6' x 5'-O' Yes T-0 x 2'-0" (40"R., I u u l9'-0" O ATUD2620 15 5/8' Shoulder Hgt.) No Q (Ex Gable) 22'-4" II'-II" 2'-4" 3'-10" 2'-4" I'-II" 4'-I" 2'-6" 4' ATAD4420 23 1/4 " ShedderOHg.) No �n Ex O O P ATU02620 T-6' x 2'-0' (40"R., = O 15 5/8" Shoulder Hgt.) No nnn --- (2432) i i = 4 4 U j Down Existin I-- ink C��3 C plser `�� o -j--�}W�� Step Bracket o ® ACW2644 w/ 2 1/4" Sash Rail Yes - ------- ------------ Support Si k - --'v--- Triple Arch 1 X. (To s t O BAT I iv I 1 Stoop I Overhang = ®CO Csmt., Left 1'-10" x ? No 1 �- Triple Arch E O Q 1 New (New Pocket) cv �� I cO O I I ® ® ® ® 0 Csmt., Center 3'-0" x 4'-8' No o j I Existing 3/4 Hour p Existing ANTRY ine...or .D upped Ceiling.......... r Triple Arch O I Self-Closing Door -' CL• `i" X. _ --, - ---�--- -----rr_ _ T I-10 x ? 00 I g a ln ° d Shelves - - -- — Csmt., Right No 00 Existing c� CL. Ex.= Re ov�ft� d I � I II � I 2�� l �----- -- ------ �: �- ------ -� -� -' w I - o i I X I GARAGE Ex. 4° 8' CI q' 1 ' KI HERC1 ; I II I I I I I I O AANI818 1'-8" x 1'-8" No Ex. Saddle (Down 9 9 iv , I I 1 1 I I I A i° C- ao 1 8 = to Bath Tile) Height Het \ I , I II I I I 2 Existing Hall O _� , _ 11i -- - -- -TT- -- -- -- -1 i `'' Model Numbers Refer to "Andersen" A Series, Clad, O O �� 00 O Ivl I I ----- -------------- N Periormance-Low-I.4�s P o, -------------------- Line of Existing Ridge En ..... . N S .. I>i 1 I I I I Simulated Divided Lite O ------ a e. �.. . �.......... . ink...... i, �II j I I I ® :Q i cv ----------- Cub es Ben h Shelv s `r ad ►41 = I 1 Expanded I I O I ! i p MOO I tr Island iE I 0 0 DINING ROOM O .....1. .�' _- 23'-4m , m o Existing 5/8" Type "X.. New 4'-O" 1�'ll cti cY I I -- --1-1- -- -- - - -- - -I -i GWB on Walls t Ceiling 2� LAUNDRY a p , PQIi - I I I I ----_- -- of Garage I A i' O 4 > I I I I I I i i i �� 4 3 -1�- Al"" II'-8" �� 20._8., I I , •a-• , r Front Load i O r j -' UTILITY -' Counte top- I I I..... = I..I............ 1..1........... fUA i 6- x r r , I...... ............ I..I............ 1..1........... i i DRAWING TITLE: ICabin e bo I I cil I I ao I _ Ddop Beam in Trimmed Eihc1losure-L------------- --------- - ' ` ' IST FLOOR ----- ----- ay O Q oo T�(2842) (2846-2) Ref. i i-------=------ i W.O. I I i--------- ° °Ex xEx20 201 ii E-10 12'_0" 2'-I 2'-10" 9" 4" 10'-II" 3'-1" 20'Renovated _I i - - A4 I Existing FOYER 8' Clg• 11 Line of q' pen to Above 1 o I t I j j j I ' '� x X LU Stoop o i� cv Height->j IE-2nd FI. 1 Front JOB: c�1 ' I I I - Ex I i i . ..... ..................................- .I..I. . ....3. ,... �................... .......... .................................... .....AI.I....... .......t..�O. �..Ce.n.�refi.......... oo Pi ' � ...I.................................. _ ....., i 6 � � 1 0o I co 2t I = I I - 2 .I i.. .......i...... _ ---------- -- Existing Pack up Flooring Level in Front to Match Rear T111p AADDITION/RENOVATION Overhanging16BURGER RESIDENCE Roof11 I 1 i o 1 1 I I i Stdop Sate SQUARE FOOTAGE: I I I D wnl GiR i i i ``' 1 I i i I I i i PINE TREE ROAD a- New I I I I CUTCHOGUE, NY ------- I I I I I I i i EXISTING IST FLOOR: 1851 SF Ex. 1 ___v _ NEW IST FLOOR: 335 SF ` F CL. 2 I = i i i i I O�0D Existing ; TOWN OF SOUTHOLD - I i� i Brick Patio i �n O OW R --Brnit-m-r/ Upper Shelves t Cerrter� -- 1 1 1 1 TOTAL IST FLOOR: 2192 SF 2 U-0i I Drto Beam in Trimmed Eihcilosure I ' ; SCTM# 1000-104-03-02 4'-0" 6" 3'-4" " p - - -- - - - - ---- ----------- 2 O 8' 4" __ ARCHITECT: p EXISTING GARAGE: 446 SF _ ------ ---rf--------r---TT--------- - I - - , -- i Paneled (Wall, I I I I I Brackets oi N Ex I v 1 I I I I I Side of 18" 11 I (Concealed 24 1 24' 0'' 1 1 I I Overhang v 1 1 Closet Boors I I _ I ® _i Above Doc �_ m FREDERICK R. WEBER 1 I Glass rA I I I I �'+ t Sidelights . I I I'• Renovated __ I 1 _ __ __ _ I I g 41 EAST MAPLE ROAD IT-B o 1 1 ILI 12PLAY ROOM .I it iGREENLAWN, NY 111,40 = 2IA6Ex F+- c4 Line of Existing_•Rldge - .' 1 �., ''••• II I 1 1 I I I 4 B 52 NOYAC PATH --- ---- l;'4 :::: 1 - - -- -1 1_ �x anded I 1 I ® ! WATER MILL, NY 11914 Renovated O j 111�� ^ I 1 I p I I I cv A6 LIVING ROOM 1 1 I = o BEDROOM 1 '� 81 ICIg11 9' CI g I cY I I I I 1 M o TEL 431 154-5555 T L I fweberarchitect9gahoo.com I I H (ght Height I I I I I , e I I I 6'-II" 111'-8" 3'-4" l,_8., I I 4'-II" O 41 ® °-1 II = — _ r p SEAL: Ex 20'-8" 6,1 N 1 f Flush Hearth = I - ---- -- ------------ `° Built-in. U" �,� Built-in © © © Ridge ti. Ove �,°��., ��1. ��r`^"°• 3'-2" 4'-6" 2'-10" 3'-0" T-II 1/2" 3'-2" " " " ° ter 30'-0" 15'-0" 12'-6" 21'-2" 45'-0" 33,_8„ REV.: FEB 23, 2018 DATE: DEC 8, 2011 C SCALE: 1/4" - 1'-0" A6 JOB NO: w201103 II1-6' �'-s" KEY: DRAWING NO. (Pre-Existing Dimension) (Pre-Existing Dimension) Existing Frame Wall FIRST F FLAN NORTH Existing Wall Removed aU New Frame Wall OF A8 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER DOOR SCHEDULE WINDOW SCHEDULE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. FREDERICK 3. ALL SUBFLOORING TO BE APA RATED STUDD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. ROBERT 4. ALL HEADERS C-O" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-O" AND OVER WITH TRIPLE UPRIGHTS. Unit Model Width t Height Unit Model it R.O. Area res E ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN 6" WALL OR AS SHOWN ON DRAWINGS. Opng g WEBER Front Door, "Simpson", 3'-0"x 6'-8" (Door) A ACW2660 2'-6" x 6'-0" Yes 5. 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. O Bellaire, 1598 W/ (2) I'-2"x b-8 O PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. Sidelites 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. "Andersen" Frenchwood © ADH3260 3'-2" x 5'-0" Yes ARCHITECT 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. Inswing Patio Door, 54611 APLR 5'-4"x 6'-II" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 3 "Andersen" Frenchwood © NOT IN USE 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 Inswing Patio Door, 296115 2'-9"x C-11" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. "Andersen" Frenchwood O NOT IN USE 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D a 12" O.C. INTERMEDIATE. Ee Inswing Patio Door, 29611AL 2'-9"x 6'-II" ll. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" O ADH2634 2'-6" x 3'-4" No OR APPROVED EQUAL. * Verify Operation 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL, ALL JOISTS, O Arch Top 2'-60x 4'-8" No GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 4„ 9' 8„ O ADH2648 T-b" x 4'-8" No PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. (Pre-Existing Dimensions) (Pre-Existing Dimensions) 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C. 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. C O AAN2020 2'-0" x 2'-0' No Z 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A6 Q ACW%SO T-6" x 5'-0" Yes KO AP1114450 4'4" x5'-0" No © ACW2650 T-6" x 5'-0" Yes M ATUD2620 T-6" x 2'-0" (60"R., No 14 -8 19 -D 15 5/8 Shoulder Hgt.) nc) N ATAD4420 4'-4' x 2'-5' t60"R., No 231/4' Shoulder Hgt.> T-6 T-V x 2'-0" UO-R., © ATUD2620 15 5/8" Shoulder Hgt.) No 4 2'-6" x '-4" ® ACW2644 w/ 2 x 4 Sash Rad Yes Q IIII +,5 o Triple Arch - ® Csmt., Left I'-10' x ? No I IJ II `9 IO'-6" KM2'-6" 14'-3 1/2" 2'-6" 3'-10 1/2" oD tr 47- ;,- E Triple Arch Q x ® OH (Abor+e C z @ Csmt., Center 3'-0" x 4'-8" No r — — - ---- - — -----, I —, I LU �, O _ T Triple Arch I-10 x ? No L_ _— _ I — — — — Csmt., Right " I I _ x II II � I �o ench8 q � . O AAN1818 I'-B" x 1'-8- L 13 -22 �O 4. No Q O - ow `c� Model Numbers Refer to "Andersen" A Series, Clad, - - High Performance Low-E4 Glass, PG 50 -- - = p r Existing Ridge � Simulated Divided Lite r- -- -- -- — —— Habging lNew i H CIA66 IT LJI New i MASTER W C I__ _ _______ _ - BEDROOM 3 I I Tub - - - - -- - - - - --------, ;r v 6';4" rn� ; ed. 4"x36„ " I n 10 u I I 4 Cab. -2 4 I 9 -6 in I G� I I I — 1I I Z 4 4 Rais d - I 2 I 2 Wall EDRAWING TITLE: ,. _ Ip I ,, Bearing Wall 2ND FLOOR Pitched Ceilin ,'' T -------------------------\--'---- ------- -------- I I Jn — - -— — —— —— —— c I i Bearing`Wall O i '' O ©( bove) o f �—I ® Open to I— I A — Below Expanded 7_50° 9, v MASTER BEDR OM z M A A6 c� I Ridges-rto � A6 JOB: _ ice, New Ridge ----------- ' Ne Ridge LH x ....................................................... S ----- -�- ------- _ I .------------------- --- ------------_I— ----- -- OK I O_I S ( bove) io e) �� • ADDITION/RENOVATION °D °- CL BURGER RESIDENCE OD PINE TREE ROAD O 11 D 1,R ``� i O O(Above) CUTCHOGUE, NY q Be ri g 0 u — — — , r -- -- � __E - - -- , - -- " 5'-8" 3'-6" " '- `" `'��0 " TOWN OF SOUTHOLD I I I 4 4 I6 to ,b 6 SCTM# 1000-104-03-02 N keS��n9 24 'm --�-- ------------------------9- ----------- ---- Pitched Ceiling qs-- Existing ARCHITECT: W/D _ Bearing Wall(Stack) o `.I ;,, nFREDERICK R. WEBER Linen 2� Rais d 41 EAST MAPLE ROAD _� cy Wall GREENLAWN, NY 11140 Bait nq Rid mi Shelves tr `� BWATER MILLAC , NYH11414 9 Tub A6 -0" 4„ 6�_2, 6„ �� 20'-8" TEL 631 154-5555 Newp _ fweberarchitect9gahoo.com I M I I -------- BEDROOM 2p 6 '9 Q SEAL: New p LO WIC , 24 i i w00 :s �v - r — — �D OD e t e © - il� IZ Il ©T ... . H (Above) 1 6 4 -0 k 3'-2" 2'-5" 4'-0" 2'-5" 3'-2" C v V ar REV.: DATE: DEC S. 2011 45'-0" 33'-811 C SCALE: A6 JOB NO: m201103 (Pre-Existing Dimensions) (Pre-Existing Dimensions) KEY: DRAWING NO. (Pre-Existing Dimensions) Existing Frame Wall SECOND FLOOR FLAN NORTH ______ Existing Wall Removed � d New Frame Wall OF A8 FREDERICK ROBERT WEBER 12 ' ARCHITECT -1 Wood Shingle Roof (Pressure ' Treated Tipper Ix8 PVC �' �� Sawn Red Cedar) ��111 Rake Bd. ' Ix6 PVC Solid "Rams" ' u \` \ - ` Crown I I Frieze Bd. 00 Groton II o II II R = Ix... T. I�I II I----------- ----- -------- H -- -- -- --- -11 -,T--- -- --- - -- -- -- -- -- -- -- -- fil o Ix8 PVC IxB PVC Fascia Bd. Fascia Bd. ...................... ......... ..... ...... i.....................I ........................ I .......... .................................................... Half Round Half Round Alum. Gutter Alum. Gutter H -�\- - � � W _ Hood Shile si -77 Wood Shlhgle IC � iRed C6dar) -- -- -- - - - - -- - - - - - - - - - - - - -Siding (Pr!-Dipped a 8 -- - - - - - - - - - - -- -- -- -- -- - - - - -- - - - - III o (� - - t `12 II III Shingles to Flarel ut Q�Q/�r=SLPLl _ E os r _-_-____ re- i e - ploeof - -- = _ --------_--__-__ _ - -- no ing - -Seon Ix8 Frieze Bd. Roof - - ----------------------- o --------- ---- -- ---- -- ---- OpTang_ _- -- ---------- --------- -rT - l0uul ... •� w/44 IIIIIIII IIIIIII ®OIIIIIiII IIIIItII ---- -III --- IIIIIII IIIIII1IIIIIIIIcII1I I ----------- --1IIIIIII-IIIIIIIII--- - - ---------- -- -IIIIII r---- --®®- Siding ................................ ..................................... Red 1 .......................................... ............................... . . ... ................................l ......... .........I ....... ............................e.d..a.r.>. . ...................-...-'I.. -- ---- -=I--- .... ..................... Arched E Existing Eg, Window Bay Win dowBracketC) Casing E Wood Shingle (Pre- rigStyleSiding Dipped v hRed Cedar) d r Shingle ShingleJ- - i�1LFlare _ ------- ------ ---------- ------- -- ------ ---- -- -- -- -- Q r - ------19'--4-"--'-' -,-%---_ ---- -- - - -------- --------- - -- -- -- -- -------- Stoops to---/,, Have Stone ____Veneer on I F ___ __________ ________ Found. Wall I LF' J L 24'-0" - - --------- -- -- ---- ---- ---- -- ------ -TJ J ,J--,----------.-.------------19-'--4-" -- IIII�IIIII I PDRAWING J�T ITL E: ^8„ T ELEVATION\ ORT - LEVTIONWELEVATIONS Brick Chimney JOB:Illood ADDITION/RENOVATION BRGERRESIDENCE Wood 5hinclie ll __tT__ Sawn Rec INE TREE ROAD CUTCHOGUE, NYH l H - - - TOWN OF SOUTHOLDown SCTMu 1000-104-03-02 ascia, rieze ver an oo d--Gable � ------------- ------- -- • I'IIII -rIIIII1IIIIII IIIIIIIIIiI1IIIIIII�l r rIIIIIIIIIItIIIIII1..-1lIIlIIIIIFIII1 IIII�II------ ---- ---------------- IIIIIIIII IIIIIIIIIiI-_IIItIIIIII-__-_-__--_©-_-_-_-_-_-_-_1-_5 -_-_O-_"-_-_ -_�--_-_-_ -_-_�_IIIII_IIIII _o__� to xten roIIIIIIII_uIIIIIIII n IIIIIII IIIIII IIIIFIIII = �A=R•PR:�i. C4t`•. HM1�N ITk- +.�A. Eitr`'=CV T4: - -- ---- ---—- ---- - --- -- ---- -: ---- -- ✓ --- 1 11 Ix8 PVC Ixe PVC FREDERICK R "N. a'Y =,A W�; E I'B- �OE ORFascia Fascia Bd. GMAPLE ROAD D Half Round Round Alum. Gutter Alum. Gutter 0oShingle 52 NOYAC ATH PWATER MILL, NY 11976 idm ( reie Window Ppd CcI � TEL 631 154-5555 X-217 fweberarchitecteyahoo.com WindoLO Casing , " SEAL: Shingles to Flare Out _ __ __ ___ = __ _== = - -- -- -- -- -- --_ - ------ - ---- -- -- -- - - -- -- -- -- -- .......... d ............................. ................ I ............ Overhang W/ 8" Arched Bracket I Overhang Iw Arched Bra ket G) I BlueIoo I REV.:Shingle Bluestone __ ____ ____ I_ _ __ ____ Flare ------------- DATE: DEC 8, 201' Stoops to SCALE: Have Stone Veneer on JOB NO: w201103 Found. Wall 12,_6 DRAWING NO.,-I LLLJ --------__ LI --- --- __ ______________________ ______ __ _________L� T __-___- _ _ _ __ __-_ -_ ______ -___-___-_-_ ___-__ _- _____ _ -_ -_ �_________ __ _-_____-____ -_ r- ---- ------ ........... ........ _._.._..... ... SOUTH ELEVATION EAST ELEVATION .10"F r 1/4° = 1'-0° of As 1/4" = r-o" Roof- Typical StrapPressure Treated Taper Ridg (Typ.) Sawn Red Cedar Roof Shingles, (max 5 1/2" Exp.) .......... FREDERICK DERICK :::.... 301t Felt (2) Layers 5/4x 3 Lathe ROBERT ...... ..... WERE R New 2xl 1/2" Plywd. Sheathing 12 ost to RR, 16"0 2x10 RR, I6" oc .' Ridge `e Spray Foam Insulation New 2xl Bean ARCHITECT in Rafter Space (R38) Top of Foyer RR, 16"o ' Wall E Rid11 L I • e Su ort e -New 2x8 C.T., 16 oc Be eons Roof New.2x8 C.T., 16"oc y lUall/Clg. Break I - ---------------- -- --- -- -- -- -- -- ---- ---- -- - -- (3) q I/2" LVL Hdr., (3) 9 I/2" "—J] Walls (Typical): Upset for Arched — LVL Hdr. .1 . . "' """"" "'"""' •.... ......• •' Red Cedar Shingles Window Head N „ .1 II , _ i................................... I " g Cont. 2x6 Wall E 6 II -6 6 3 I 4: co 16 -10" 6 (6 Exposure) 301t Felt 5/8" Plywood Sheathing n n (J _,— STAIR HALL O � � ; MASTER BEDROOM i 2x6 Studs, IC oc luul DD ' rl BO O 1 °D i 2" Closed Cell Spray Existing I Foam Insulation (RI2, min.) I 12 2x8 R . ) 3 1/2" F.G. Batts (RI3) I 3 16 oc a i New 2x10 F.J., 16"oc 5/8" Gypsum Bd. r I 3/4" Plgwd. Subfloor New 2x8 Nailer (� I - �_M 1141MM11MIMM11 1111 s6D I 1�wi I - ---- ------ - -------- - - -- - - - - -- -- -- ------------------------ ----------- - -- -- -- -- ------ ------------------ ------ ---- - -- -- ---- --- WF Girder Existing N New (3) 9:I/2" M Exietin.....2x6/2x8.. ........................... ... .New..(3)..9.I/2. .I. .................... ...................... ................. .... . ....R..oxul.....:................................................... ................... vw!J LVL F o Cinder r. Window/Door I I I Existing g C.J., 16"o LVL (Upset) I mound Insulation I C r Overhang Hdr. i Wall Above Headers I y r I New (3) 9 :1/2" y r Hall to I LVL (Drop') _ = l Kitchen _T LIVING ROOM I y r 15,_0„ 141, 1I'-gl, 61, 20,_8" 6„ FOYER I I I Existing Existing I Existing I � � Existing New I I I I Stoo 2x10 F. ., I6 oc cn New - p_I== 2x8 F.J., 16 oc 2x8 F.JI., 16 oc 2x8 F.J., 16 oc Stoop - -- -- ___ _—__ (V " Replace Girder Ewsting ; T 6" F.G.. Batts I Galy. Joist 2 Closed Cell oy K" - I I I a Bottom of I (3) 2x10 (R21) I Hangers (Tgp.) I sulat Sill on n I I I I Existing Stairs w/Flush I Girder j j Remove Existing 8" P. Conc. I I I Girder Conc. BI. Wall, Found. Wall w/ I I I BASEMENT =� I Remove CD 1 1 I I 8 Provide New (2) 5 Bars, E3D I I I 14'-8" i 1 II'-8" Stairs II'-4": '� (3) II 7/8" LVL q'-O" '81' 2'-4" 8" I'-2' Top 6 Bot. I - - L_ I ' Girder (Upset) (Dampproof L_ I 1 New Basement New 3 11/2"o Stl. I Below Grade) QQ I I Stair Pipe Columnon I I 30 00 xl5" Reinf. I I New 4" P. Conc. I i P. Conc. Ftg. I I Slab w/6"x6" 10/10 •r __ I 18"x10" Cont. 24 _O L N - J P. Conc. Footing : — w/ (3) #5 Bars t 2" Keyway IT 4'-8" DRAWING TITLE: SECTION AA_ SECTIONS ,ges Strapto Align: Strap Ridg (Typ.) Ride lT .) - 9 p y Pressure Treated Taper :;;::::. :..::: :::.::. ::::.: ......:;:: :.....:•;: ...::.; :.:. :::...... ..... Press :::::::: ::::::::.: ........ .:.......: ::::::::::. ::::.:::: :.:::.: ::::::.:::. ........... ........:. :::::::: :::;::::;: :;::;;:;:;: --- -Sawn Red Cedar Roof---------- - :::::::::.:::::::::; ....... ....... g t p - Shingles, (max 5 I/2 Ex ) I A R c 30zx Felt (2) Layers 5/4x 3 Lathe i 2 I '0 12 (Vert. ( Horrz.) I :? I JOB. / 1/2 Plywd. Sheathing II 2x10 RR, id" oc i Spray Foam Insulation ADDITION/RENOVATION 12 Spray Foam InsulationI in Rafter Space (R38) BURGER RESIDENCE 2x4 to in Rafter Space (F!38)� 2x8 C.J., 16"oc Ridge I PINE TREE ROAD New 2x10 I ClJTCHOGIJE, NY RR, 16'oc "Strongback„ I — New 2x10 C.J., 16N oc >`::: ::. i ? - ---------- --- -- _ ------ --_ TOWN OF 50lJTHOLD X10 C.J . 16 -104-03-02> - ----- ------------ ---- 6" "Roxul" ARCHITECT: Sound Insulation Bearing Plywood to Lap 6" 10'-0" 16:'-8" Wall 10'-0" 6" Top Wall fE FREDERICK R. WEBER I I I - 41 EAST MAPLE ROAD _ GREENLAWN, NY 11140 BATH 2 i BEDROOM 2 MASTER BEDROOM MASTER WIC I To Hall BEDROOM 2 1 - - I _ ; I Walls (Typical): WATER MILL. NY H11916 , I , II � 11 6 5 0 4 20 8 6 Red Cedar Shingles y 12 Exist ng I _ =, I (6" Exposure) 2x6 R., 16"oc - - .New" x oc I New N2x10 F.J., 16"oc 304 Felt 2x10 F.J. w/ :Cantilever TEL 631 154-5555 33/4 PI w Subfloor 3/4 PI wd. Subfloor N Both Ends to:Extend fweberarchitect6yahoo.com y y 5/8 PI wood Sheathing Under Bearing: Wall 2x10 F.J. I - 9 g 2x10 F.J. cn 2x6 Studs, 16" oc wmwm : : _ SEA I „- - --- ---- ------ -- -- - - - 2" Closed Cell S ray---- -------- - --- ------ -- Foam Insulation R2, min.) ------- ------I- . ................. ................ . .. � Sound Insulati" .G. atts13) on1 •;'is/ 4'`•'�.`�..F.Ef '' w°•'t` xiswnq I C 2x6 C.J., I6"0 e _ 5/8" G sum Bd. I I.I....... ...... I ..... . .I............... a..i i. ................ ................ M I yp I I I I I WF Girder e� I I r I 21 _2„ 8" 16/1 4'-5" 5 I I 5 1 3 0 4 4 10 1 2 8 12'-0" I I 6 4 6 II , N , 1, , , 11 , II I l r Bay I - - I r Windc u Expanded I I I I I =_ I r - I I I I I I I I I M r BEDROOM I LAYROOM LIVING ROOM I I ' I I I °- I I I I r Cl. i I I I I I ; 'bo I r _ I " ;� I I I IVINGI IRO M I I DINING ROOM I �� I y r 15 1-01, , II -2 10 -0 I I I I Hearth I I I I Shingle Flare I Deefen I I I I 2x8 F.J., 16" oc I M I Existing 2x10 F.J., 16" cc r Existing 2x8 F.J., 16" old New 2x8 F.J., 16" oc g for Hearth z - ---- -- -- ----I 'I 2x6 Pressure Treated Sill, �' Copper Termite Shield l - ------------ - 2" C F.G. Batts I Galv. Joist 2" Closed Cell '" Sill Seal Grade a• REV.: I I II (R21) I I Hangers (Typ.) Insulation on (2) q I/2" LVL 6" F.G. Batts : Closed Cell I I I Crawl Space : "Box" SIII 5/8"xl6" A.B., 32" oc I I or Hearth Framing (R21) I sulatibn on I I I I New 3 1/2"0 Stl. i i Remove Existing w/ Square 2"x2" Washer I I f "Box" SIII ; DATE: DEC S. 201'1 I 1 1 Pipe Column on I Conc. BI. Wall, I I I I I BASEMENT Z. 30 x30 zl5 Reinf. I Provide New 8 P. Conc. I I ' (3) 11 l/8" LVL Found. Wall w/ = N N N " I I ' SCALE: I/4" = I'_O" P. Conc.:Ftg. I I `. I I �•. :' Girder (Upset) (2) 95 Bars, I 8"8° 2'-0" 10'-I" : 13'-2" 12'-I" 8° �� JOB NO: w201103 L_J L_ i 9'-8Damppot oof i ExistingP.P. Conc. : I I New 4 P. Conc. Below Grade) SlabSlab DRAWING NO.6 10/10 18"x10" Cont. a• F, r' o.•o•.. o P : : : I L_ P. Conc. FootingI ...,.. L- - -� w/ (3) 45 Bars L----� L -- --� L--- -� 24'-0" t t 2" Keyway O SECTION BB- SECTION CC- OF F I N I S H S C H E D U L E FREDERICK ROBERT SPACE FLOOR BASE CHAIR CROWN WALLS CEILING HGT. REMARKS WEBER ^ = � c=n c`, ut m W W W N CL � C14 z ,ARCHITECT iu w �L < < ow—c 0 \ - ~ �'- 0 OD ao p w m m m z 3 = 4 —� > w Q Q Q �' J tl Z Q �I o m z = u u W n a z -j 0 0 W Q <t O � m a x m O w i0 v v < < J �' O cn O O z W U (]/ 0 CO z ¢ i pC m m ct w W �- U z W z ¢ o U U z Q- z Q- 4 z 0 o a F > °Lm as oo d- F- U z U a tr yr z U o n > _ FZ p U U m z FOYER ® ® ® 8 ® 8'-0" Wall Paneling (3'-6" Height) POWDER ROOM 0 8 ® ® ® ® 8'-0" Horiz. Bds. (3'-6" Height) COATS 0 BEDROOM I 61 01 ® STAIR HALL 01 8 ® ® ® ® ® 18'-10' Wall Paneling (3'-6" Height) PLAY ROOM ® ® ® 9'-0" Panel West Wall Pull Hgt. U- LIVING ROOM ® ® ® ® 9'-0" Coffered Ceiling 2 1/2" 2 1/2" DINING ROOM ® ® ® 8 ® 9'-0" Coffered Ceding KITCHEN (0) 8 ® ® 91-0. PANTRY ® ® ® HALL ® 0 8 I) LAUNDRY 16 1 1 ® BATH 1 ® ® 10 8'-0" Existing UTILITY 0 1 1 ® 03 MUDROOM/CL. ® ® 1 a ® 0 10 8'-0" Vert. Bd. (5'-6" Hgt.) GARAGE ® ® ® Existing- Type "X" Gyp. Bd. u BEAN/ 4H CROWN STAIR ® ® ® @ ® ® 18'-10' Wall Paneling (3-6", Pitch on Stairs) 4 " CROWN w/ FRIEZE B D FULL SIZE FULL SIZE UPPER HALL 10 ® ® ® 8'-0" Wall Paneling to 3'-2" Hgt on 2nd FI LAUNDRY/ LINEN 160 BATH 2 ® ® 6 0 ® ® 8'-0" Bead Board (3'-6" Hg0 0 BEDROOM 2/ WIC 0 10 0 MASTER BEDROOM ® 0 1 1 1 ® ® 10 ® Il'-8" Wood Ceding U- MASTER BATH ® ® ® a OD 0 ® ® 8'-0" Bead Board l3'-6" Hgt) O0 0 MASTER WIC 8 8'-0" ZBEDROOM 3/ CL ® 0 ® � ® " CAP tC'118 -0 MOULDING DRAWING TITLE: COVE FINISH SCHEDULE CAP CAP CAP MOULDING INTERIOR TRIM MOULDING MOULDING -42" HEIGHT (TYPICAL FACE OF COVE WALL > COVE COVE JOB: - ADDITION/RENOVATION N BURGER RESIDENCE „ 1x6 HORIZ. Ix6 TtG PINE TREE ROAD I/2" C�WB WAINSCOTING GWB SHIPLAP 5/8 V-GROOVE CUTCHOGUE, NY STILES t W/ NICKEL GWB VERTICAL RAILS JOINT BD. (OPTION W/ BEAD) TOWN OF SOUTHOLD BACK BAND 3/4" 1 SCTMa 1000-104-03-02 GY ARCHITECT: \ — GYP. BD. ' m �., FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN. NY 111140 c� co LLL 1/4" 52 NOYAC PATH io VENEER WATER MILL, NY 11926 BACK PLYWOOD 8OD BAND NOTE: / ALL ELECTRICAL RECEPT5 1/2" /L4" 2 3 $1 K ACLES TEL «63W1 r 1 �5'-. 4- ...5 555 3 1/2 TO BE INSTALLED fweberarchite y om� HORIZONTALLY IN BASE 4 -a -1 MOULDING (UNLESS OTHERWISE WINDOW WINDOW / DOOR NOTEDSEAL:1OSE t BEAM—TYP. (COVEHE D CASING— TYP. IPANEL I'-O ' G Half Full Size Half Full Size f ecus , ep < c SQUARE EDGEh I" I" RECEPT CLE OVER BASE UNDER , SHOWER CURB, { �/ Ix8 Ix8 2 3/4" x 4 12" W. CABINETS, ETC. 5/-4x8 5/'4x8 ITYPICA ) EASE BASE BASE BASE q- Note: m M Where Window Sdis — Occur Directly Above Countertops, o0 1/2" 1/8" 1/8" I/ " Eliminate Casing and REV.: Extend Backsplash to 1/411 WIDTH AS REQUIRED Underside of Bill N SHOE MOULD DATE: DEC S. 2011 f4 WINDOW � - CASINGSCALE: VARIES WINDOW SI1LL — ELEVATION SILL MULTIPLE UNITS SHOE OUL JOB NO: w2O11O3 SHOE SHOE SHOE SHOE Half Full Size Half Full Size DRAWING NO. 8 " BASE (Typical) `f" BASE (Typical) FULL SIZE FULL SIZE 0 HORIZ. VERTICAL PANELING WAINSCOTING BOARDS BOARDS Half Full Size Half Full Size Half Full Size Half Full Size OF A8 SIMPSON LSTA - 20 GAGE RIDGE STRAP - ALL ROOF RAFTERS 2 x 6 TIE 9 EACH RAFTER FREDERICK Joint Description Nail Sizes Nail SpacingROBERT WEBER ICE SHIELD UNDERLAYMENT REQUIRED - 24" FROM EDGE ROOF FRAMING C CD HURRICANE CLIP Rafter to Top Plate(Toe-nailed) 3-8d per rafter TYPICAL. Ceiling Joist to Top Plate(Toe-nailed) 3-8d per joist ARCHITECT Ceiling Joist to Parallel Rafter(Face-nailed) 3-16d each lap ALTERNATE POSITION OF Ceiling Joist Laps over Partitions(Face-nailed) 4-16d each lap HURRICANE CLIP USE Collar Tie to Rafter(Face-nailed) 2-8d per tie SIMPSON H3 Blocking to Rafter(Toe-nailed) 2-8d each end Rim Board to Rafter(End-nailed) 2-16d each end WALL FRAMING Top Plate to Top Plate(Face-nailed) 2-16d ' per foot Top Plates at Intersections(Face-nailed) 4-16d joints-each side SIMPSON H2 HURRICANEMST31 METAL STRAP Stud to Stud(Face-nailed) 2-16d 24"o.c. Face-nailed CLIP NAILED. FROM PROVIDE Sd COMMON 9 ALL JACK POSTS Header to Header( ) 16d 16"o.c.along edges 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-nailed) 2-16d per 2x4 stud 5 - 8d NAILS EACH END SHEATHING. 2-16d per 2x6 stud SHEATHING TO LAP TOP 2-16d per 2x8 stud WALL PLATES APA RATED PLYWOOD TOBottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking(Face-nailed) 2-16d 1'2 per foot v EXTEND TO TOP OF TOP PLATE 4 - 8d NAILS FLOOR FRAMING TYPICAL MST31 METAL STRAP ® JACK POST Joist to Sill,Top Plate orGirder(Toe-nailed) 4-8doist MST21 STUDS Bridging to Joist(Toe-nailed) 2-8d eadji end w/ 4 - 8d NAILS 948" O.C. Blocking to Joist(Toe-nailed) 2-8d each end SIMPSON MST21 Blocking to Sill or Top Plate(Toe-nailed) 3-16d each block o EACH END - TYP. 1 I/2" WIDE - 12 GAGE Ledger Strip to Beam(Face-nailed) 3-16d each joist METAL STRAP 932" OC. Joist on Ledger to Beam(roe-nailed) 3-8d per joist FLOOR JOIST MAXIMUM, Band Joist to Joist(End-nailed) 3-16d per Joist n n n Band Joist to Sill or Top Plate(Toe-nailed) 2-16d ' per foot u DOUBLE TOP-----, PLYWOOD SHEATHING = ROOF SHEATHING PLATE TO OVER LAP BOX HEADER BEAM - TOP + BOTTOM. = Structural Panels 8d 4"o.c.perimeter zone 2x6916" O.C. STUDS SIMPSON MTSA 18-Z W/ other 6"o.c.edges of (6) 8d NAILS TOP d panel, 12"o.c.interior BOTTOM 9 32" O.C. Diagonal Board Sheathing of panel u 1"x 6"or 1"x 8" 2-8d per support S E C T I O N ELEVATION 1"x 10"or wider 3-8d per support CEILING SHEATHING Gypsum Wallboard 5d T'edge/10"field SIMPSON MTSA 18-Z W/ �l6) 8d NAILS TOP t ' WALL SHEATHING 170 BOTTOM 9 32" O.C. = Structural Panels 8d (see table 3t.9) SIMPSON I..TP4-Z W/ SIMPSON LTP4-Z W/ Fiberboard Panels (6) 8d NAILS TOP t (6) 8d NAILS TOP t 7/16' 6d 3"edge/6"field BOTTOM e 32" O.C. FLOOR JOIST - BOTTOM 9 32" O.C. 25/32" 8d 3"edge/6"field NAIL SHEATHING TO SILL PLATE TOP OF FOUNDATION ® _ _ _, 8d AIL O.C. NAILS = N N 4 - - - Gypsum Wallboard 5d 7 edge/10 field DRAWING TITLE: (SHEATHING TO LAP SILL PLATE) - 9 2 5 REBAR :. see table 3.9 AA Hardboard 8d ( ) Particleboard Panels (2) P 8d see table 3 .9 LATE ) 2 x 6 ILL PLATES S O E SHIELD CODE DE TAIL S TER IT S COPPER M T Diagonal h a ora Boa Sheathing ACO D. 9 Board 9 C -h� ,E AL TR}~ / ILL E T P.) w S S Y N 11 N N 1 x6 ort x8 2- 8d r support _ rt per ply N N SEE FOUNDATION DWG. ` ' ' •' 1 x 10 or wider 3-8d per support ..4 FOR DESIGN/REINFORCING '. :.. ::........ FLOOR SHEATHING Structural Panels 5/8" x 16" A.B. 932" OC. 1"or less w/ 2"x2"x3/16" WASHER. 8d Wedge/12"field (HOT DIPPED GALV. OR greater than 1" 10d Wedge/6"field STAINLESS STE R HOLD DOWN + SHEAR CONNECTION CRITICAL PATH Diagonal Board Sheathing JOe: ISOLATE WASHER FROM 1"x 6"or 1"x 8" 2-8d SILL PL W/ FELT STRIP 1"x 10"orwider 3-8d per support ADDITION/RENOVATION per support BURGER RESIDENCE Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If wall sheathing Is nailed PINE TREE ROAD 3"on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall CUTCHOGUE, NY be doubled,or alternate connectors,such as shear plates,shall be uned to maintain the load path. 2When wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to TOWN OF SOUTHOLD be reduced to 1 -16d nail per foot. SCTM# 1000-104-03-0') PROVIDE 8d COMMON NAILS 9 6" O.C. AT ALL OTHER PORTIONS OF ROOF ARCHITECT: TYPICAL. EXISTING ROOF TO REMAIN FREDERICK R. WEBER 41 EAST MAPLE ROAD GREENLAWN, NY 11140 Ridge DESIGN CRITERIA: 52 NOYAC PATH Lj WATER MILL, NY 11916 . . . . . . . . . . . . . . . . . o . . . . . . . . . . . tr GROUND SNOW LOAD - 45 PSF. WEATHERING - SEVERE TEL 431 154-5555 1 1/4" x 20 GA. GALV. STRAP 1 1/4" x 20 GA. 'GALV. STRAP FIRST LEVEL - 40 PSF. L.L. FROST LINE DEPTH - 36" fweberarchitect9gahoo.com O w/ 5-8d COMMON NAILS IN w/ 5-8d COMMON NAILS IN LIVING AREAS - 40 PSF. L.L. TERMITE - MODERATE TO HEAVY n' EACH END 916" O.C. EACH END 916" O.C. BEDROOMS - 30 PSF. L.L. z owc DECAY - SLIGHT SEAL: _�� WIND SPEED - 130 MPH �£ z `f a�,.._...) O� —I I/4" x 20 GA. GALV. STRAP 1 1/4 x 20 GA. GALV. STRAP SEISMIC DESIGN CATEGORY - B ICE SHIELD UNDERLAYMENT REQUIRED - YESuj r, O w/ 5-8ri COMMON NAILS TO w/ 5-8d COMMON NAILS IN Ride Ride ` e 9 9 O0., FON. 916 O.C. EACH END 916" O.C. ��', ;.� f. ., ` r•, �,� '` PROVIDE 8d COMMON NAILS 9 4" O.C. EXISTING ROOF ?S�: AT ALL HIGH PRESSURE ZONES TO REMAIN o 1, w NOTE: HIGH PRESSURE ZONES ARE ALL AREAS Oen' Py J DESIGN CRITERIA: 4'-0" FROM ANY RIDGE, HIP OR GABLE END �a//ey �° o c �, ac~ '• ' • DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME °' 4 • CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE - ENGINEERED DESIGN METHOD. Ridge },l6: 2'-0" MAX. WINDOWS - GLAZED OPENING PROVIDE 8d COMMON NAILS 9 4" O.C. : 5;a°°' REV.: AT ALL HIGH PR SSURE ZONES ''' : 2'-0" MAX. DATE: DEC 8, 2011 2 18d COMMON EXTERIOR WINDOWS SHALL HAVE GLAZED OPENING PROTECTION FOR WIND-BORNE NAILS TO SILL SCALE: VARIES PLATE DEBRIS TO MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1996 AND OF ASTM E 1886 REFERENCED THEREIN. IN LIEU OF IMPACT JOB NO: w201103 ROOF PLAN °''"'' RESISTANT GLAZING, WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND A MAXIMUM SPAN OF 8' SHALL BE PERMITTED AS OPENING PROTECTION. ATTACHMENTS SHALL BE 2 1/2" 48 WOOD SCREWS, 16" OC DRAWING NO. 1'`'!''''j` J FOR SPANS UP TO 6' AND 12" OC FOR SPANS BETWEEN 6' AND 8' ti GARAGE DOORS TO BE RATED FOR 130 MPH WIND LOAD. O COMPONENT AND CLADDING PRESSURE ZONES CANTILEVER OVER FOUNDATION CANTILEVER OVER FIRST FLOOR % O I o s � � �� OF A8 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT 0 DUPLEX RECEPTACLE WEBER 0 W.P. DUP.REC.-WATERPROOF 0GFI DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT Q� DUP.REC.-(I)SWITCH OPER. SPECIAL OUTLET 0 SURFACE MTD.-CLG. Op SURFACE MTD.-CLG. (Porcelain) RECESSED-CLG. FO WALL MOUNTED M DUP, FLOOD O-> HIGH INTENSITY. SWIZEL, RECESSED D CLOSET LIGHT �l s0 SHOWER LIGHT (Wet Location) C UNDERCAB. FIXTURE ® ® DOORBELL/CHIME F❑ EXHAUST FAN .nc) PADDLE FAN p vCl PADDLE FAN / LIGHT �J ATTIC FAN sP SPEAKER TELEPHONE O CABLE VISION c COMPUTER (Cable t Phone) i -I------------- H �❑ LIGHT W/ HEAT/FAN/NIGHT LIGHT oo s Q THERMOSTAT I I . Surface FAN/LIGHT I . I I SMOKE DETECTOR Ij� 1 TV i ! ; Oco CARBON MONOXIDE DETECTOR " $ SWITCH I I Sur ace 43 SWITCH 3-WAY I I I 44 SWITCH 4-WAY SWITCH W/ DIMMER .- 4w SWITCH WATERPROOF DRAWING TITLE: `. I JS JAMB SWITCH ' ELECTRICAL K® KEY PAD I ,�'' EX EXISTING 2ND FLOOR D , ` I , ` I i i i ISL ` Floo Chandelier i JOB. I ------------ -------- -- i �;---- -- ---------- - ---------- -- _ _ ------- ADDITION/RENOVATION I BURGER RESIDENCE PINE TREE ROAD CUTCHOGUE, NY i TOWN OF SOUTHOLD SCTM# 1000-104-03-02 — --------------------------- Surface i i —- �________________ O TV ARCHITECT: ' W/D O I FREDERICK R. WEBER 41 EAST MAPLE ROAD D GREENLAWN, NY II140 52 NOYAC PATH C I I i WATER MILL. NY 11914 TEL 631 154-5555 I fweberarchltect®yahoo.com -------------- SEAL: SurfaceQDL TVILI i1'r I{ P 1 f ( r A •4ie' O lf' 1 REV.: DATE: DEC S. 2011 SCALE: 1/4" = 1'-0" JOB NO: w201103 DRAWING NO. ELECTRICAL. 2ND FLOOR PLAN- 1/411 NORTH OF E2 FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER DOOR SCHEDULE WINDOW SCHEDULE H E D U L E 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. FREDERICK 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ROBERT TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Width t Height Unit Model # R.O. Area Egress 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, T-0" AND OVER WITH TRIPLE UPRIGHTS. Unit Model u Opng g WEBER ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. 3'-0"x 4'-8" (Door) 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. 1 Front Door, "Simpson", U/ (2) 1'-2"x 6'-8" ® ACW2660 2'-6' x b'-0" Yes PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. O Bellaire, 1598 Sidelites 6. DOUBLE FRAMING AROUND OPENINGS (Skylights, Stairs, etc.) OR AS NOTED ON DRAWINGS. 2 "Andersen" Frenchwood © ADH3250 V-2" x 5'-0" Yes ARCHITECT 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. O Inswing Patio Door, 54611 APLR 5'-4"x 6'-II" NOT IN USE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 3 "Andersen" Frenchwood C 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 O Inswing Patio Door, 296115 2'-9"x 6'-11" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 4 "Andersen" Frenchwood O NOT IN USE 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. O Inswing Patio Door, 29611AL 2'-9"x 6'-II" 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" O ADH2634 2'-6' x 3'-4" No Verify Operation OR APPROVED EQUAL. * 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, O Arch Top 2'-6'x 4'-8" No GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 O G AOH2648 T-6" x 4'-8" No PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS e 24" O.C. AAN2020 2'-0' x 2'-0" No 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. Q C 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 81. A6 O J ACW2650 T-6" x 5'-0" Yes OK APW '- '- ' 4'f50 4 '4 x5 0 No O ACW2650 T-6' x T-0" Yes n n n 2'-6' x 2'-0" (60"R., no ATUD2620 15 5/8' Shoulder Hgt.) NO' N 4'-4" x T-5" (60'R., No, o Existing Gable O �ATAD4420 23 1/4 Shoulder Hgt.) End to Remain 2'-6' x 2'-0" (60"R., © ATUD2620 15 5/8" Shoulder Hgt.) NO'® ACW2644 T-6" x 4'-4" Yes IN w/ 2 1/4 Sash Rall r I ; I 2 �` --_I JI L--------------- Triple Arch ---J I - ---- I 1 ------ ® Csmt., Left I'-10" x ? No 0 o I ♦ I I 1 � ` Existing12x6 C.J., 16" oc 1 Triple Arch �l� I - - ` Csmt., Center 3-0 x 4-8 No cv i Existing2x6 R.R., 116' oc I Existing2x6 R.R., 16' oc T (3) 9 :11/2" LVL Triple Arch QL (K . ...................... •: :—:..1..................................... .. TO p 1'-10" x ? N o —.—._. __, ----i----U- -.- .— - -r — "� — _ O Csmt.. Right rn ci N i (3) II 1/8" I.YL (1�ott Drop Clg.11 T -- - �4-- --°� F ----I------- r--- ---- ----, Q, Q, 6x4 I y I I I I li I - UO AANI818 1'-8" x 1'-8" No i _ �eari I ' I•I I Bearing 11 I I I I I I C' 1 11 0 x o R Ix m , g 1 " ' �I I II y I I I I I I bo�el LLI I -x 'K I New 2 xl F Jh, 116 roc =1 11 Belted Angle �14 I I I I I I � � - -_ �. LU Existing Vertical ' Existing I I Connection 11 Model Numbers Refer to "Andersen" A Series, Clad, 1 - Ties from C.J. to I I 1 11 ----------------------------------- -1 I I I I I I I I 4x4 _ --k1�gh_P_eriarmaam Low-._E.4-Glass--P-G.SQ--- g % Op I v� •I rJ I � p I I II I I 0 s I I R.R./Ride Under 1 L __ __ __ 1 Simulated Divided Lite I ------------J I , Ili - II L nII �. .............. U ---- Line of Existing Ridge 2x8 Ridge O O , I• I 1 - - I I - -- JMOD --------------- --------------- --- ------ ------- ------ ......I......................... ....... :. , ql III I I - - io 3 I I I I I I I :ii lil I _ ------------i x Oi�il l i N iii Tu;b . .. N v I S I v1 I 11 11 1111 iy1 I I I LL A4ove J. _ , 1 --------, I N 1 o o Existing KE New 9 ; �I 111 O I I I I I O N I X I N - Ceiling CO�hn , npl 11 1 1 X I I 1 1 I I X N I x X Height I I 111 1 1 III �y I I I I I N `, :/i I ; I [0 Height I I n1 1 �- I .. I W a; W ' >1 ' II I I aIII a I I I I a ` s I i I N 1 W "� �I 111 1 1 2: z I I I I I I z z I I Existing ' �I • I I I I 11 X X Over_l iii rl I 11......1 L - - - III - -- .1. ... .. L _ I . .. .j -= =- - -1 ' DRAWING TITLE: C, c� _ _ _____ _ 1 - - - m _ 2nd FIQor �f3eari�Ulail ,'b ... ' ' ....... ..... .. _ 1 Rood N I'I New 2x10:F.J.. 16 oc _I • 11. I 1 .1........... I Qr Q' N, III �I 111/-Han ger Angle�l� I I I I• I W I � a --I on Column +1 I W 12 x 50 Girder w/2x6il�op fE-- 1' 2ND FRr41'11NG I W � N 1- ——— _— •—•— --•—•—•—•—.—. .—.—. ---, (15T FLOOR) a\\ey r--------------11--1------------ ------------� tim9� --------- �..-•-----'=---____-, This Column+ly I (Cantilever F.J. 1 I I I �� I to Extend rly I-it Fasten to I I I i i i_______________ Thru Bsmt.ii� I IAd,(acent F.J. Bearing Wall Ne (2) x10 dr. New (2) 2x10 i•I Bearing Wali I ily „ Hdr. (Flush) N iii > III, Illy o 1 1 1 1 0 I 6 14 -6 4 II - = 1 aly - I I 20'_8" A I - I I = 1I I 11 " " III I I I I 61 0 i i A A6 _101 Open to Above 1 11 4x4 xl/4 n1 1 1 I I 5"x5"x3/ 1 i i ' I a- I 1 Stl. Column ( x , , A6 I JOB: �•1.11 I. I III - I I I I t. mn I N = I I J.I.I.I................................... ................. ........ . .co..l. .1.1. .w/Top t 111...... N w/To I ' ' --------------- 1 .......... . . .......................................................................... , I.. I........................................I...I............. .. p....... i........... i ....... . . 1 I Bottbrii....... a............... Illy dI I I I d Bottom I I :u ADDITION/RENOVATION 1 I / Existing 2x6/2x8 C.J., 16" oc 1 Bearing J Illy -I I I I cx Bearin 1 Existing ( I I I my I BURGER RESIDENCE 1 Overhanging Existing 2x8 R.R., 116" oc II I I I I Illy I t I I 1 1 1 1 uiy z i i 1 1 43 z ; PINE TREE ROAD Roof 2 1 1 1 N i i I CUTCHOGUE" NY Ex. Hdr.w Bearing Wall New (2) 2x8 Hdr.1 1 Bearing al I �I 11 1 it l i 1 1 1 x m il� I (Cantilever F.J. I I N I , t Fasten to I I I - ' i TOWN OF SOUTHOLD xistin9 i ; 1 ; II$ I IAd,lacent F.J. I I I kistih r -------- : --------- 1 z to I I I I i i i SCTM# 1000-104-03-02 / of 1 111 I W 12 x 50 Girder-w/2x6 Ttb fe 1 I ------1i.1--_ ________ _______________________________________________J / 2AO, F.J., 16" oc _ —----+4—— - --------------r T---------- New ----- -- ARCHITECT: 1 1 III I I I I 1 o � � 1 • 1 :1 ( III I I I I - -- -- - - -- cv I J LJIy� _ _ _ �w ox_Bearing_11Tair A i0 e-_ -- _ FREDERICK R. WEBER 1 y 41 EAST MAPLE ROAD Iln - - - - -- I I - _ }!'I I :I N 111 Il p I I I I I �' -' 1 I II I I I I GREENLAWN" NY 111'140 xl ( IJL - -- - - - - �JIII II .9 I I I I s NI I U Lll I NI II r :- -- -- -- -- - II - I B I I V I I I 1 L : I 11 - I I I I I J B WATER MILL. NY 1191t. A6 N I I cv Line of Existing Ridge 2x8 1 a- I I I LIJI J 11 � I I 1 11 I +-- -----------=-------- -T-41- ....... ....................1'.11..;; I II = I I I I i A6 1 N 11 ml I I I ° 1 - 1111 �`I : � n O _' I I 1 11 O i Zy TEL 431 154-5555 !21 1 :Q i _ __ __ __ _- 1 II cx �I I I I 1 fweberarchitect'syahoo.com IjLI WI I x - I _ L- -- -- -- -. I : I II I I W 1 107 F4 11 i / New 2xUG� F.J., 16" oc i�, ii z i i i i z i m SEAL:_.._ • I N N W i 1 " r, " 11 = (3) 9 11/2" LVL - c 1 Exist �x6 B g.Jb_ac L_: �xistin 12�_I6_ oc (3) 9 1/2" LVL — - i (2) 9 1/2 LVL a• -_ Existing Gable F.J. Under Wall End to Remain Above PROVIDE "SIMPSON" PHDS-Z HOLD-DOWN FROM STUD WALL/WALL PL. TO FOUNDATION WALL REV.: FEB 23. 2018 PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL DATE: DEC 8. 201'1 C) 1 SCALE: AL JOB NO: w201103 DRAWING NO. 2ND FLOOR FRAMING ( 1ST FLOOR PLAN ) NORTH OF 52 FRAMING NOTES: I. ALL FRAMING'LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER DOOR SCHEDULE WINDOW SCHEDULE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED, FREDERICK 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD ROBERT TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Unit Model Width 11 Height Unit Model it R 0 Egress Area E 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. Opng g WEBER ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL i 3-2x8 IN C WALL OR AS SHOWN ON DRAWINGS. 3'-0'x 6'-8" (Door) S. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 8 8'-O" O.C. I Front Door, „Simpson„,BellW/ (2) I'-2"x 6'-8` ® ACW2660 T-4- x 4'-0' Yes PROVIDE T' SPACE FOR AIR CIRCULATION IN ROOFS. Bellaire. 1598 Sidelites 6. DOUBLE FRAMING AROUND OPENINGS (Sk II hts, Stairs, etc.) OR AS NOTED ON DRAWINGS. "Andersen" B ADH3250 V-2” x 5'-0` Yes ARCHITECT y 9 2 Andersen Frenchwood O 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. Inswing Patio Door, 54611 APLR 5'-4"x 6'-II" NOT IN USE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. 3 "Andersen" Frenchwood C 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 Inswing Patio Door, 296113 2'-9"x 6'-11" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. 4 "Andersen" Frenchwood O NOT IN USE Io. PLYWOOD SHEATHING TO BE NAILED WITH 8D 8 4" O.C. EXTERIOR EDGES AND 6D 9 12" O.C. INTERMEDIATE. Inswing Patio Door, 29611AL 2'-9"x 6'-11" 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" O ADH2634 2'-6' x 3'-4" No Verify Operation OR APPROVED EQUAL. * 12. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-1-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, O Arch Top 2'-6'x 4'-8" No GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS 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 G ADH2648 T-6' x 4'-8" No PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C. O AAN2020 2'-0' x 2'-0' No y y 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A6 JO ACW2650 T-6' x 5'-0' Yes KO APW4450 4'-4' x5'-0' No Q ACW2650 T-6' x F-0" Yes M ATUD2420 2'-6' x 2'-0Shoulder r Hgt., No no Q 15 5/8 Shoulder Hgt.) N Q ATAD4420 4'-4" x T-5' (60'R., No 23 I/4 Shoulder Hgt.) 14 -8 191-01, © ATUD2420 15 5/8' Shoulder6Hgt.) No ® ACW2644 T-wl 26- x 4'-4" Yes r-- - - -- -- -- -- -- -- -- -- -- ---- -- -- - - - - -- -- - - - - -� f- -- - - - - - - -- -- -- r -----� `- -, -- J - - - ------ ---J v L- - -- -- -- --� " Sash Rail I $1. 72 7 I Triple Arch ob II II ® Csmt., Left I'-10" x ? No YI i Triple Arch X I 1 " S O Csmt., Center 3'-0" x 4'-8' No I r- — -- -- — -- - - - - , L_--_ I W (3) l 1/4 VL I 1 (3) l 1/4 LVL Triple Arch T Csmt., Right I'-ID" x ? No I I I I > �J) I -' ' -I------------- U AAN1818 1'-8" x 1'-8' No �vJ L r- 7 C- ' EL -- - - -- - - -- -- -- -`-- i O I 2x10 R.R., 16" oc ; I 2x R.R , 16" c01 Model Numbers Refer to "Andersen" A Series, Clad, 2x10 C.J., 16" oc i 2xl J., 16" oc High Performance Low-E4 Glass, PG 50 r Existing Ridge _ ___ __ J _ Simulated Divided Lite r----- I � > M00 I I I I I I i T I iLLVL � O I F-- -- - - -- -- - -- - -- -- -- -- -- -- -- -- -- , I i rnI ir I I I I i i I I I I z ' 1 Raised 1/4" LVt Wall R DRAWING TITLE: > l J a\\e I Bearing Wall �, ;,-' Ov ria 2x10 R.R., 16 oc ROOF FRAMINGPitched Ceilin _ Roof ---------- -------------------� - -__----- - ---- (2ND FLOOR) "',?x10 C.J., 16" oc _ J 'onC � �o Overlay I I I I I I • I rl Bearinla� g `Wall 6X4Kitxeearing I Roof OJ (b� o o J iK Gi Open to `�`. QC .• ,' 1 ¢OBelowA O. O o A6 cv n, i Ridge��to J A6 JOB: 0o New Ridge 11 7/8" LVL ' Ai�grf... New Ridge Il/8 LVL N � 00 ............................................ .......................................- ---------------------------------- .. --------d- ------------------------- ----------- P" 9 1 �/ _ v' i ADDITION/RENOVATION 0o a- ,' ' m -- ° o 2x10 R.R. _ _ `�' IN v BURGER RESIDENCE :n :o U : ' 114" oc `� — — cn �. a ° ' I 2x10 C.J. ( o y PINE TREE ROAD `.z -i _ I; 16" oc I ''' (a U CUTCHOGUE, NY Overlay � Roof (Y O - - - -- - ----- J I x ��,, k� x I V i i , ? > cY N o �� `�' TOWN OF 5OUTHOLD I I Ov lay I _ I smj. �' •L p' SCTM# 1000-104-03-02 I Fke R° �' s�h9 x ---- xl0 R. oc - - ---- ---------------- e�.- I I Val y , ' ' ' ' '- '- Pitched Ceilin '�O°r. ARCHITECT: It a -- - 2 ocBearing Wall I m FREDERICK R. WEBER Raised 41 EAST MAPLE ROAD Wall E GREENLAWN..NY 11140 g Exist nq i i J g 52 NOYAC PATH ,46 Bay Existing R dge I I = > A6 WATER MILL, NY 119'1L X1 ' 1 � I l i -2 • TEL L31 -154-5555 W — fweberarchitectm ahoo.com y I I E__rz ----- 2x10 R.R., 16" oc I I I z 2x10 R.R., 16" ocSEAL• ^III0 C.J. 6" oc m I ' 1 I 2x10 C.J., 16" ocV (w/ "Strongback" Stiffening)I (3) l I/4" LVL ilzi I—II (3) l I/4" LVL • REV.: FEB 23. 2018 Q PROVIDE 1/2" PLYWOOD (ONE SIDE OF WALL) FOR SHEAR WALL DATE: DEC 8. 2011 C SCALE: 1/4" - F-O" N6l JOB NO: w201103 DRAWING NO. ROOF FRAMING ( 2ND FLOOR PLAN ) NORTH 82 OF 52 ELECTRICAL SYMBOLS FREDERICK SYMBOL DESCRIPTION ROBERT Qa DUPLEX RECEPTACLE WEBER W.P. DUP.REC.-WATERPROOF GFi DUP.REC.-GROUND FAULT ® DUP.REC.-FLOOR ARCHITECT �} DUP.REC.-(])SWITCH OPER. Cp SPECIAL OUTLET 0 SURFACE MTD.-CLG. OF, SURFACE MTD.-CLG. (Porcelain) - RECESSED-CLG. FO WALL MOUNTED C DUP. FLOOD O HIGH INTENSITY, SWIZEL, RECESSED Im CLOSET LIGHT U s0 SHOWER LIGHT (Wet Location) UNDERCAB. FIXTURE ® ® DOORBELL/CHIME n n n EXHAUST FAN no PADDLE FAN p vU Hose PADDLE FAN / LIGHT Bib I ❑ ATTIC FAN -C JG♦�I LGFI �GFI I GF lI Slrlk GFI---A-GFI I --- Ref. I Ele rical Work oin::: I sP SPEAKER j B h o Remain p TELEPHONE Surface /� n n n `. .................I................................ "' I YYW.P CABLE VISION I��I .................... ....� --�--4C.-J,--------- _ I - — r� -- -- --- — ---- ------ -- -- -- © COMPUTER (Cable t Phone) H 0❑ LIGHT W/ HEAT/FAN/NIGHT LIGHT I 3 3I \` endan't I II M I I I THERMOSTAT a, i I II I I I I Surface I , I 11 I ► I I ------ ------------------------- ---- ---- --�,4LIyS----------- II II II -------------' tn i I I� I OSMOKE DETECTOR I ..... .... ............. ... p. '�Pn :,.......i....' I I I I I I I I ------------------ --------- -------------, r ••' I Iii I I I I &o CARBON MONOXIDE J ETECTOR Chandelier Electrical Work in . . SWITCHGarage to Remain Pe dant: Ln --------- Surface I i i iI I I I I i 43 SWITCH 3-WAY 1 ill i i i i I $ 4 SWITCH 4-WAY I II I I I I I ip SWITCH W/ DIMMER I •• D CO � I I � I II a I .......... 4a1° W __ I I I I}' "' m I"I""' ' I••I• I $ w SWITCH WATERPROdF DRAWING TITLE: I ------ ---- o I I .............:i.. .. I..I..... ...... I..I........... I JAMB SWITCH I ELECTRICAL I II I II 103 i ---- ----- L-------------L1---------- ---� i © KEYPAD - -- � .•'� ,� � (D Ref. FF-------------�-r-------- -- i I I IST FLOOR I ------ lir(- ----=-------- W � .O.I I I I I I EX EXISTING I ---- -------------� ilh .'' irlh T:VOOII� o I I I I YID YY I I I I I I I i 11 I II I I I I I i i I a To 2nd C an I I I I I I I I ier Floor -.Surface I I I I I I I _ I Above I 11 I I I I I I I JOB: -- ' ................... . I .... ---- ----------- ............................... .. I .. ........ .I.....I... ....................i.. i....... ................................ii...ii.................... . I II........ I.... � ADDITION/RENOVATION BURGER RESIDENCEELECTRICAL NOTES : I 3 I I I I CU i i I ; TE TREE ROAD I- RECEPTACLES t SWITCHES TO PI BE "DECORA" (LEVITON), WHITE. I �....... IT I I I I CHOGUE, NY 2- DIMMERS TO BE DIVA (Slide Control), WHITE. 3- ALL WIRING FOR OVERHEAD DOORS TO BE CONCEALED IN CONSTRUCTION. �� - I I I I ' ' I „ I `� I I I I I i i I TOWN OF SOUTHOLD 4- ELECTRICIAN TO SCHEDULE WALK-THRU WITH OWNER PRIOR TO BEGINNING WORK. TY L___ ___ I I I I I I I I ; SCTMtt 1000-104-03-02 >;- ALARM CONTRACTOR SHALL PROVIDE, INSTALL AND WIRE ALL SMOKE, HEAT, CO AND LOW TEMPERATURE DETECTORS PER CODE (MINIMUM) AS WELL A SECURITY ALARM SYSTEM. PROVIDE CENTRAL STATION MONITORING. -_ _____L---------------L 1---------- I `- -- ----------------------------------------------------- 6- AUDIO/VISUAL CONTRACTOR SHALL INSTALL AND WIRE ALL TELEPHONE JACKS, TV CABLE OUTLETS, AND INDOOR/ -- - -----r-r-------------- T-------- -GFI - ARCHITECT: OUTDOOR SPEAKER CONNECTIONS. ALL SPEAKER WIRES TO BE "HOMERUNS". (OWNER TO PROVIDE SPEAKERS). 1- ON SHINGLED WALLS, WALL MOUNTED FIXTURES TO BE MOUNTED ON CEDAR WALL PLATE. I............ i 8- ELECTRICIAN TO VERIFY ELECTRICAL REQUIREMENTS OF ALL APPLIANCES t EQUIPMENT. I i I I I I I FREDERICK R. WEBER """"' I 41 EAST MAPLE ROAD I ELECTRICAL FIXTURES : i i i•i'•• � i I I I I i GREENLAWN. NY 111,40I I I I I 52 NOYAC PATH I I I I I I I I I WATER MILL. NY 11914 OWNER TO PROVIDE THE FOLLOWING FIXTURES (INSTALLATION BY CONTRACTOR): . .. I I I I I- CHANDELIERS (DINING, STAIR HALL, ETC.) I I Electrical I I I O I TEL 431 154-55552- KITCHEN PENDANT Bedroom Remain I 3- BATHROOM t DECORATIVE WALL SCONCES I I I I I I I I I fweberarchitectL°yahoo.com II II 4- SURFACE MOUNTED CEILING FIXTURES I I 1 5- ALL DECORATIVE EXTERIOR FIXTURES I I - I SEAL-a 9- PATH AND HOST LIGHTS 7- PADDLE ELECTRICIAN/GC TO PROVIDE AND INSTALL THE FOLLOWING FIXTURES: 1- ALL PORCELAIN FIXTURES I TV 2- ALL RECESSED INTERIOR AND EXTERIOR FIXTURES ("HALO"). 4" HOUSING t TRIM (White) I 3- ALL CAST ALUMINUM DUPLEX FLOOD LIGHTS. --- i Hose F� 4- UNDERCABINET KITCHEN FIXTURES (Puck or Light Strip) gib - AFFLIANCES : ' OWNER TO PROVIDE THE FOLLOWING APPLIANCES, INSTALLATION t ALL UTILITY CONNECTIONS BY CONTRACTOR I- RANGE: (6) BURNER DUAL FUEL, 36", BURNERS- PROPANE, OVEN- 30 AMP ELECTRIC 2- WALL OVEN/MICROWAVE: 30" WIDE, ELECTRIC 3- REFRIGERATOR: 36", DEDICATED/GROUNDED 20 AMP RECEPTACLE, (HIGH) 4- DISH WASHER: 24" WIDE. PLUMBING t ELECTRIC REV.: FEB 23, 2018 5- BEVERAGE REFRIGERATOR: 24" WIDE/UNDERCOUNTER, DEDICATED/GROUNDED 15 AMP RECEPTACLE 6- KITCHEN HOOD: 36"Wxl8"Hx24"D, EXTERNAL BLOWER, 900 CFM DATE: DEC 8. 2011 1- CLOTHES WASHER: FRONT LOAD, PLUMBING t ELECTRIC 8- CLOTHES DRYER: ELECTRIC SCALE: I/4" I'-O" F) LUMBING NOTES : JOB NO: w201103 I- PLUMBER SHALL TEST ALL DRAIN LINES AND ALL WATER SUPPLY PIPING BEFORE ENCLOSING WALLS. DRAWING NO. 2- ALL EXPOSED FEEDS AND ESCUTCHEON PLATES FOR WATER CLOSETS SHALL BE CHROME PLATED BRASS. ELECTRICAL3- INSULATE ALL HOT WATER PIPING PER ENERGY CODE AND ALL COLD WATER PIPING TO PREVENT SWEATING. 4- ALL DRAIN PIPES RUNNING THROUGH IST FLOOR WALLS SHALL BE CAST-IRON TO REDUCE SOUND LEVELS. 5- ALL HOSE BIBS SHALL BE "FROST FREE" WITH SHUT-OFF VALVES IN BASEMENT. FIRST � PLAN- OF NORTH R6- PLUMBETO RUN AND CONNECT PROPANE PIPING FOR RANGE, GRILL, AND FUTURE GENERATOR. E2 1 FREDERICK ROBERT --( WEBER ARCHITECT S l W U W W W LOT 16 EDGE OF TIDAL WETLANDS AS DETERI7INED BY COSTELLO WOOD RET, MARINE ON APRIL 29, 2011 215.00' 1' 0 WALL 0.I'N I I N 81° O1� 2O" E SPLIT RAIL FENCE IDELAP) 0.5'5 � _ N 1st 2nd��ilt ncingl 00 N lO IN Remove ° I fi ^m ttv Wiz, ►.� S w AddJtrm 2 N� X D) o - t= i BRICK '°' Q I I _ --t---- _ Existing Asphalt __L__5`LG-- ----- - - �n�=.. move r. ,a 6.0` W W $g' Drivewa�t to Re�wrL_--------- --------- i EXl :::: :�. istin Cn ISO �+ Existing -- ----- --- Center N i STORY q.c,.. :.:..:::i::3": �„ eC o I BB Curb —=— o J i i I A � f O o DRAWING TITLE: .� + Circular i w GAR. FLR. ELI 11.2 FR ME q q' o i Z UlA t . BB Curb i LING F. . EL. 12. I i m n o T F R WOOD & COMPOSITE �\ ixGfn`1�Pati i I i DOCK / CATWALK jLwu:�M ETAL SITE PLAN New New Asphalt 2q e' (Pro se nd S ory w o 35'-0" `T1 - S3 ' d� Cur y \ o o Addict 1 } e;Win) ar _ Drivewa .. .;�:• 15 1� i Par , , 4 15' ,Z ort 0 IJ I of E istin ous i ar F r Path N q•q' I o I � p { \` E2 f 10`1 8 / I _ l=oot r 0 DBL. i PILINGS y � d � 2n � I I 00 _New Trench �oor dition3o , ;>\Drain riveway -0/1 Cti w ��New Curb 21.1' - ;...: ::. : ... ----- �` t � Box J ----------- O B I ° 1 1 \ --------- /1--- —*� t.�� to Bsmt Chime �/ o �R, ALL, EL +10"-�! 1 �p ------rte -------- ;�`J �� ci`---- -a-pR•OPt7SED"� -Ci.'`Et7'�T6NE JOB: 1;0cD _ - WALL I i p MON PROPOSED STACKED STC0 i LL, EL +10'-6" 253.95 .10 8 O.6'N 0,9'E SPLIT RAIL FENCE 0.3 S RENOVATION/ADDITION > ° 20�� FE FE o 3N o BURGER RESIDENCE 1 FE S 81 OI ro PINE TREE ROAD 0.2'5 CUTCHOGUE, NY M LOT 14A TOtEN OF SOt1THOLD SCTMV 1000-104-03-02 SITE FLAN NORTH EPROPERTY OWNER: UGENE C BURGER ARCHITECT: JCD �- I" = 20'-0" SITUATE: CUTCHOGUE FREDERICK R. WEBER TOWN OF SOUTHOLD 41 EAST MAPLE ROAD SUFFOLK COUNTY, NEW YORK GREENLAWN, NY 11140 SURVEY INFORMATION: 52 NOYAC PATH PECONIC SURVEYORS, P.C. WATER MILL, NY 11914 SOUTHOLD, NY MEADD W LANE SURVEYED: JUNE 10, 2010 IUNfMPROVED> LAST UPDATED: FEBRUARY 26, 2018 TEL 631 158-5555 fweberarchitect yahoo.com ELEVATIONS REFERENCED TO N.A.V.D. of 1988 LOT NUMBERS REFER TO "MAP OF NASSAU FARMS" SEAL: FLOOD PLAIN: ZONE X `` - FILED IN THE SUFFOLK COUNTY CLERKS OFFICE / <. FLOOD ZONE FROM FIRM MAP 36103CO164H. SEPTEMBER 25, 2009 ON MARCH 28, 1935 AS FILE NO. 1119 SCTM# 1000-104-03-02 t, LOT AREA: 11,633 S.F. (TO TIE LINE) DRAWING SCHEDULE LOT AREA: 11,513 S.F. (TO MEAN HIGH WATER) LOT AREA: 15,255 S.F. (TOP OF BANK) Stonea dT. MAAre, R 12, 2 Stone UJalf` DEC 18-20 1 18 DESCRIPTION JIJNE`"'8, 2018 ZONING: NON-CONFORMING LOT (LESS THAN 20,000 SF) Al SITE PLAN MAR 5, 2018 YARDS: (PRINCIPAL) FEB 3 AZ FOUNDATION PLAN DEC 8 201'18 FRONT 35' ^ SIDE (ONE): 10' Revisions NOV 3, 2011 SIDE (BOTH): 25' A3 IST FLOOR PLAN Reduce Porch MAY 11, 2011 REAR: 35' Al 2ND FLOOR PLAN REV.: HEIGHT (MAX.): 35' A5 ELEVATIONS DATE: APRIL 20, 2011 FLOOD PLAIN: X AL SECTIONS SCALE : I" = 20' Al FINISH SCHEDULE/DETAILS JOB NO: w201103 A8 CODE DETAILS DRAWING NO. SI STRUCTURE: 2ND FRAMING (IST PLAN) 52 STRUCTURE: ROOF FRAMING (2ND PLAN) EI ELECTRICAL: IST Al E2 ELECTRICAL: 2ND OF A8 1 ' MOTES: FREDERICK 1- DOUBLE ALL FLOOR JOISTS AND FRAMING UNDER ROBERT PARALLEL PARTITIONS AND AROUND ALL OPENINGS. WEBER 2- CONCRETE TO BE 3000 PSI AFTER 28 DAYS. 3- ALL FOOTINGS TO BE A MINIMUM OF 3'-O" BELOW FINISHED GRADE. ARCHITECT 4- NEW BASEMENT SLABS TO HAVE 6"x6" 10/10 WWF REINF. PROVIDE 1/2" EXPANSION JOINT AT SLAB PERIMETER. 5- STEEL SHALL BE ASTM A-36 (EXCEPT PIPE COL WHICH SHALL CONFORM TO ASTM A63 ROUND PIPE). STEEL WORK SHALL CONFORM TO THE LATEST AISC SPEC. 6- ALL COLUMNS TO HAVE 6"x10"A/2" B.PL. (UNLESS OTHERWISE NOTED) C A6 V New 10" Conc. BI. 14 _8„ 19'-0" Found. Wall w/ Cores rte, Filled Solid on W 18"x10" Cont. 3'-6" 1'-2" Existing P. Conc. Ftg. 1" Ext. Rigid 8" P. Conc. rinsuL (R5), 2' ~� Foundation Ex Above Below Grade Above Post r - r t; CIA w V I I I 1 New 10" Conc, BI, _ I Found. Wall w/ Cores - ,n Air - Filled Solid on °,° v m �2" Cont. Rigid ;r, ew I - I , i 2"x6" St1. F= I I I I I f Insul. (RIO) i Handler I P. xConc. Ftg. (� I I 'v- I N)=XCA I � N Col, fon Wall -- I Both Sides) U rn — -�-------------- -------------, L OD I 1 1 - ------------ --- -------------- I Dam roof e Pro a e (ndirec CL 24" New 3 1/2"� I I I a J- I PP Water -I Steel Pipe Col. LIO 6x6 Post TV I � I I I Below Grade - Boll r Ln Ln 124" on P. Conc. Ftg.? raly r, �n Above + - - - -r--- - - - - - �- - - - - - - - -'�J - - - _ I ° - - - - - - - - - T I I F a I O a _ I I a. . . . . . .. . . .. . . .. . . .. . . . . . . . . . . .. . . X II I I = LL i g Exist. 2x10 F.J. 16" oc 1 _1 130 xisM2xIF.J. 16" oc Ewst. 2x8 F.J. 16" oc :o v U E 1st. 2x8 F.J. 16" oc iI Extstin oC) UNEXCAVATED 0DI I �i New 2x8 F.J.. 16 oc I o Anchor 16„ "Sandwich' w/ (2) 1 1/4" LVL - - I I J1 I I New Fdn. , �, Bolts N " I I - I - Window ....I... . __L I c... _ - I I - - - - - - I (32"x20") Island :>I r- __ _ _ _ m :Bot. of Girder to Above :�II I O -� �i• New 3 I/2"0 I I ® 1/2 New 2x8 Stud Wall, -:Top. of Slab = 1 - III - m MECHANICAL I _ P cv 1 r-I Steel Pipe Col. I I Budd Under Gi der a, on Haunch Foo ing - I =1 ' I on 30"x 30"x 15" I p I r!2 PLAYROOM Ln �� 4"x4"xl/4 Stl. Column i I I P. Conc. Ft . w/ Ste - x I cti on 36 x36 xIC P. Conc. - I (3) U5 Bars, oth I w 3./g"x7"xl5" 00 p x j I j 1 til �� Ftg. w/ (3) 95 Bars III Was (T ) I DRAWING TITLE: ! 8'-2" 4„ L -I I Remove Existing_ I + Both Wags, (Extend _T_• g gP' i ® Base f� y _J Stairs, Floor Over to 2nd FL.) w/ ISI` 12' ^ n w/2x10 F.J. " " 1 I 5"x5"x3/8" st1. = 1 }� FOUNDATION p Water Service c� i 1 P 9 �, r� I/2 xq x9" B.I'L 6 I �Q� I -______ 5"x5' COLUMN Electric 1 ' a, (4) 1/2"xl2" A.B. Col. Above on _� 1 io L _I- I I I I 3/4'00"Z" B R - I 1 - j BEARING F� Panel _ I I I `- I -J 3/4" = I'-p„ r- � _ New 2x8 Stud Wall, Ln r_ _ , _- I I T I I I New (3) 1 1/2" LVL b °� Budd Under Girder -- - - -- - - --------- =r on_-_=_=_=_===== __ _ on Haunch Footing - ol _ I _ J 4x8 Post Opening - -- N i I I I IIJI E I d n (4) 1/'2"x12„ UUit v 3 T Above p � w I --1 ; I ICE LAR — I c J72-7 or Bolts A 1 s g z =N i r w l i �I •� i aI I I I vl I I A A6 I Exist. 2x10 F 16" oc �,i I Exist. 2x8 F.J., 16"o Exist. 2x8 F.J., IC oc ' I New 248 F. 16" oc I I I I — i ua N �, I v I I I U I - I A6 ,, - JOB: - II -8" ll'-8 9'-2' I obo„ r -, ... ............ i i �_ 1,/2"0"0„ New (2) 1 1/2 LVL �I1 u� I 00D ger LAUNDRY i _____ _ __ _ ____ 1 RECREATION B,, R = i I I N m Base ADDITION/RENOVATION W rn I I = ew l'-4 I/2" CI H t °p 1 ' i� N BURGER RESIDENCE X- I I vl I I 9 9 � I i Reinf. Slab I I I FW P 12 T I I I Od4” P. Conc. r ' ' Over Corrx i q„Bsmt. Slab =1 I tL Deck °° 0O I I .� ,� 2385 PINE TREE ROAD U`='� 1 1 ``y CL• 130" Rem ve, �I I I „ CUTCHOGUE, NY cher New (2) 9 " LVL r I I I in r I 1 Exist ng++ z� I z I I I BEARING L�MN _ - ----____--i ---_- _-_-_-_-_ _ 4x4 A/4" Sti. Column -T.7- ------- _ -- New (3) 1 I/2" LVL a on 3Cx3VxIC P. Conc. I I oun ion I N - - r I —_ 1 I Ft w/ (3) tt5 Bars 1 I _ _ I I 3/4" = I'-0" TOWN OF SOUTHOLD 4 _0 a age - o r-� --, I I - - — I SCTM# 1000-104-03-02 (!E!,l ctor anitarg Pipe J i I I Both Wayys, (Extend _�- _ L __ J (2 -8 Below F.J.) - - - - - - - I I to 2nd FL ) w/ Li--J- - - - - - - i v I - ---- -- -- I- i -I, _ I cv - -> I 1/2"0"0" B.E 6 F I 1 - - - - - - __ ^ I - - - - - - - - - - - - - - - - - - - - r �� I (9) 1/2"x12" A.B. - i I ARCHITECT: Aa I N I 1 I 5"x5"x3/8" Stl. I I --J Col. Above on New 2x8 Stud Wa11, ,1, - - - - - - - - - - _ - - - - _ I 1 3/4" 1l" 15" BR I _ I FREDERICK R. WEBER GUN ROOM 1 I � N 'f 10 �� Budd Under Gilder'--> I -. - - - - - - - - - - - - - - - - - � I 3 -4 41 EAST MAPLE ROAD r on Haunch Fooling `rr� I r - - - - - - - I I GREENLAWN. NY 11140 — — — 1 — — — — — — — — — "1 - U I 30 31 nI New Fdn. B I Exist. 2x10 F.J., 16" oc r0 t Exist, 2x8 F.J., 16" oc �I " i = ' I Window g 52 NOYAC PATH New 2x8 F.J., 16 bc= New 2x8 F.J., 16" oc I I (32"x20") A6 WATER MILL. NY 11914 A6 I x �I L - - - - - - - - - J U I I 1 j� I ',? � 2" Cont. Rigid I I I _T L f I Insul. (RIO) I TEL 431 154-5555 tr _ I ccl i+1 fweberarchitect®gahoo.com BASEMENT BATH I o0 New Deefened - �x EXER ISE _ X I Framing for = I I `� \�� I 8 II -2" 0"" I" Wood - ' Hearth Slab _ I "' SEAL: -° " w 18 I I" Ext. Rigid Stove I I 9 New (2) 1 1/4" LVL _ New (2) 7 1/4" LVL I — I Insul. (R5). 811 P. Conc. 2" Cont. Rigid ,�1 -___ - _ - Below Grade u r Foundation Insul. (RIO) r � 1 1 New ( 4" LVL 2'-8" 5 -O" 2'-8" I'i- I 36„ pC, �- �r L. - --- ---- - III --------- I - i., = i I ' F=7 ,�__, 1 1 - ---------- t`r'� Ex Ex New Fdr. I ------ I New 10" Conc. BI. i Existing W nd w I — I Found. Wall w/ Cores �' 8" P. Conc. ( 2"),,2C„) A EAWAY I I Filled Solid on Foundation _______ _>< 18"x10" Cont. - P. Conc. Ftg, 30'-0" 15'-0" 12'-6" 6'-10" 7'-0" �'-4" JAN 30, 2019 JAN 21, 2019 REV.: FEB 23, 2018 DATE: DEC 8, 2011 C SCALE: 1/4" = 1'-0" KEY: A6 JOB NO: w201103 Existing Foundation Wall DRAWING NO. (Pre-Existing Dimension) (Pre-Existing Dimension) ------ NORTH ------ Existing Wall Removed FOUNDATIONPLAN I I New Foundation Wall OF A8 J FRAMING NOTES: 1 ' I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTERQ 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED. DOOR SCHEDULE ` WINDOW SCHEDULE FREDERICK 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Unit Model i'# Width it Height ( Unit Model is R.O. Area Opng Egress WEBERROBERT 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL d 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. "Sim Front Door. 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. , son ( 6'-6" (Door) / (2)2) I'-2"x 6-8 ® CW16 2'-4 1/8" x 6'-0 3/8" Yes O P WW/ PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. Bellaire, 1598 Sidelites "Andersen" Frenchwood © TW30410 3'-2 I/8" x 5'-0 1/8" Yes ARCHITECT L. DOUBLE FRAMING AROUND OPENINGS (Skglrghts, Stairs, etc.) OR AS NOTED ON DRAWINGS. O 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. 2 Inswing Patio Door, 54611 APLIR 5'-4"x 6'-II" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. "Andersen" Frenchwood © TW2032 2'-2 I/8" x 3'-4 1/8' No 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2xb STUDS SHALL RECIEVE 5-IOD NAILS AT SILL O Inswing Patio Door, 296115 2'-9"x C-II" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. "Andersen" Frenchwood NOT IN USE 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND 6D 5 12" O.C. INTERMEDIATE. Le Inswing Patio Door. 29611AL 2'-9''x I II. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON° * Verify Operation O TW2432 2'-6 I/8" x 3'-4 1/8" No OR APPROVED EQUAL. Model Numbers Refer to "Andersen" A Series, Clad, 1 12, ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, High Performance Low-E4 Glass, O C335 6- 3/8"x 3-5 3/8" No GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS — — — — — — — — — Simulated Divided Lite u/ 2 I/9" Sash Rad 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 PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. G 7W2996 2'-6 I/8" x 4'-8 1/8" No 13, ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS 24" O.C. A21 2'-0 5/8" x 2'-0 5/8" No 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. C v 0 c 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. A6 J JO CW15 2'-4 1/8" x 5'-0 3/8" Yes Pre-Exietlr-g Dimension) (Pre-E>,isting Dimension) KO P4550 9'-5 3/8" x 5'-0 3/8" No W 45'_0" LO V 33'_8" 0 NOT IN USE 5 in 1 O A 2 51 T-4 1/8" x 2'-0 5/8" No r 1 A451 4'-5 3/8" x T-0 5/8" No n 22,_4„ lI'-II" 2'-6" 3'-10" L. 2'-6" F—i © NOT IN USE rn New Ex O 1 O V 1 30 `° _ 1° T-4 1/8" x 4'-5 3/8" i (2932) I i I I Step Bracket o ® CW145 u/ 2 1/9" Sash Rad Yes — -----------——I Existin j j \x , O u_ Support Triple Arch D L--- Down O BAT --xx-----i DW Si k -- -�- ,- Stoop -- Overhang ® Fixed, Left 1 X. (T s tCIO I o I 2,_$, 3„ �gAS_ 3..L. �,�1 „�,A„) „ 2, 2,_2„ I Triple Arch I 3I OO✓'JJ O O O Fixed, Center 6'-1 I/2" x 4'-8 5/8" No 0 2. 0.. _51�ilnl 6,_ 4 1 I � I �' (Radius I v- �, Triple Arch .... ........ .... .'x ...............I.. ........ .. ...........I .1.. _ + O Fixed, Right x> p ) Existing 3/4 Hour Cub res Bench I = 1 I 9 W 1 = �. = O I I Re oV� ed I O I Ire �- - -1 F----- -- - - ---- 1. r- -- -- - --_- - T O I Self-Ciosrng Door CL ' X. 1 I Model Numbers Refer to "Andersen" 900 Series, Clad. Existing � o I I CKI CHE�1 I I I1 28 1 1 I I High Performance Low E4 Glass, PG Upgrade 0 i Saddle (Don I I I 1 u,! x I G�4RACsE i, Existing HallTile) 11 1 Simulated Divided Lite Ex. 9 to Bath I I 2 MUDROOM I I V 1 - - I 8 CIg. = Raise 8 CIg. 1 19 1 ------------------------------ I = Height 11< 9' Height _I jl H fight p I>I1 I I I I -------------- ----- -- -------------' 101.....------------------=----------- O v Line of ExistingRide `r Lail iI --------------------------- --g------------ ---- --- ----------- I.... . _ Expanded I S I - - Ex. 4:�. �1 lsl'and.....:.:. _ IQII = I I P I I _i c� 23'-4' i 1 ------------i 2c 2 2,-0" 5'-0" lel 10`-0 iFil o o i i DINING ROOM i i .....I. _ ccp It'll cv &4 I I - - - -IJ- - - - - - - - - - - -I Existing 5/8" Type „X" 42" �1 I 1 I — — 1 --- -i ---, m � o° I GWB on Walls t Ceiling PANT. Y Ref, ISI 1 DUI.. I D I of Garage .' N 1°I I.••••'� I � I°li I I I I 1 i OyN! i ISI = G 1 r I l�l'' ILII I I I I I v O 00 > 'I I� O 1....... ............ = 1..1........... I..I........... I O �, 22'-0" 6" = 10'-3" 4" 5'-5" 4" , Is'-10- T-ii II -B' 20 -8" DRAWING TITLE: r i UTILI Y 1 1 tr 1 I I I I :4 I 3'�" I'i 2"L. I 1 x I I I Ddop Beam in Trimmed Eihcllosure 1111L. ` �+ I ' IST FLOOR �..- ---- ---L_L ------------11---- ----- — -�---� I 1 D�� I -- - -- -- ----------ii--------- - � ii� �---------(2842) (2L�rO OO Oo .—.—.—.—.—. — _ - - = 1 I I IIU Icv2 2ExLn x Ex I I II I I I I I O2'_10" 12,_0" T-I I ' 2'-10" 9., 6" 10 -II" 3'-1" 4° Il'-8„ 6„ il I I 20'_8" I I 6 Renovated i t ijj II -' I I I i� i A ; ul c-I It I I 1 Exrstin 8 Clg. 1 1 Line of STIRHALL I� 1 I I i= I ` -- Stoo g Eo FOYER Height-�I i<-2nd 2nd FI...... .. Open to Above. IDI1. ..... Front Dor Centle�.. . . .... ........... 00 P1 I� .. . .L.. CO 0D --- -------rtr I JOB: A 6 1 3... ................................ L. ................................................ ....... .. .. .. °I = _' 2' �_ -' ' A 6 I 1 I 2 1 1 I I I� I _� ADDITION/RENOVATION OD j Existing Pack-up Flooring Level in Front to Match Rear j 1 1 I I �`+ A St fo BURGER RESIDENCE d P I 1 Overhanging I p 16 I I l o I I I I PINE TREE ROAD i 1 1 I I CUTCHOGUE, NY 1 Roof I I I ! I r- i I 1 D wnl 1318 I I I I I I Lfl � , I SQUARE FOOTAGE: I = 1 I I I I I I I I I 1 L_----__ ___ - `r New EXISTING IST FLOOR: 1851 SF = Ex' 72 - - I 1 4 I = I I I I I i '0° ' NEW IST FLOOR: 335 SF — ® lost CL. i , I = 3O I I I Existing ' TOWN OF SOUTHOLD ❑ n OW R --Brnit-m-urf U per Shelves d C`errter��-- O i i i i 1 �r' i Brick Patio SCTMtt 1000-104-03-02 v- 8 Ira =, 1 , )Ddo Beam in Trimmed Enccllosure 1 TOTAL IST FLOOR: 2192 SF 2 -- Lp --- �_________ FRAMING NOTES: I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER DOOR SCHEDULE WINDOW SCHEDULE 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" MIN. THICKNESS OR AS NOTED, FREDERICK 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE I. 3/4" MIN. THICKNESS_ ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. Unit Model tt Area ROBERT 4. ALL HEADERS C-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH TRIPLE UPRIGHTS. Width t Height Unit Model tc R.O. E res WEBER I Opng g � ALL HEADERS SHALL BE A MINIMUM OF 2-2x8 IN 4" WALL t 3-2x8 IN V WALL OR AS SHOWN ON DRAWINGS. " ", 3'-0"x 6'-8" (Door) 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. C Front Door, "Simpson W/ (2) I'-2"x 4'-8" ® CW16 T-4 1/8' x 6'-0 3/8" Yes PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. Bellaire, 1598 Sidelites { L. DOUBLE FRAMING AROUND OPENINGS (Skylights, © TW30910 3'-2 I/8" x S'-0 1/8" Yes ARCHITECT Stairs, etc.) OR AS NOTED ON DRAWINGS. "Andersen" Frenchwood 1. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWINGS. O Inswing Patio Door, 54611 APLR 5'-4"x L'-II" 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. "Andersen" Frenchwood © TW2032 2'-2 I/8" x 3'-4 1/8" No 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BUILDING CODE AS A MINIMUM. ALL 2x4 STUDS SHALL RECIEVE 5-IOD NAILS AT SILL O Inswing Patio Door, 296115 2'-9"x V-II" AND PLATE. ALL EXTERIOR NAILS SHALL BE GALVANIZED. "Andersen" Frenchwood O NOT IN USE 10. PLYWOOD SHEATHING TO BE NAILED WITH 8D 9 4" O.C. EXTERIOR EDGES AND LD a 12" O.C. INTERMEDIATE. ® Inswing Patio Door, 29611AL 2'-9"x 6'-11" 11. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "SIMPSON" * Verify Operation O TW2432 2'-6 I/8" x 3'-4 1/8" No OR APPROVED EQUAL. Model Numbers Refer to "Andersen" A Series, Clad, 12. ALL PRE-ENGINEERED LUMBER SHALL BHigh Performance E "TRUSS JOIST" TJI SERIES WOOD-[-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, Low-E4 Glass, 3/8"x 3'-5 3/8" O C335 � No GIRDERS AND HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS. WEB STIFFENERS w/ 2 I/q' Sash Rail Simulated Divided Lite 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 a,-g _ �'- ' PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. - -- _ O TW2446 2'-6 I/8" x 9'-8 1/8" No ) (Pry -E . �tir�g Dimer-�slona��--- (Pf�-�.Isting Dlmensicns' 13. ALL MULTIPLE LVL PRODUCTS W/ STEEL PLATES TO HAVE 2 ROWS OF 1/2" DIA, GALV. MACHINE BOLTS s' 24" O.C. O A21 T-0 5/8" x T-0 5/8" No 14. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. C 15. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS. SPACING NOT TO EXCEED 8'. AL 3 C CW15 2'-q 1/8" x 5'-0 3/8" Yes KO P4550 4'-5 3/8" x 5'-0 3/8" NoIle W NOT IN USE M A251 T-4 1/8" x T-0 5/8" N o r-� O A451 4'-5 3/8' x T-0 5/8" No I F---i © NOT IN USE r� V1 T-4 1/8" x 4'-5 3/8" r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - f - - - - - - - - - - r- - - - - - - , - - , - - - - - - - - - L - - - - - - - - - - � Q CLU145 w/ 21/9" Sash Rad yes +' -2 I hI Triple Arch I I I I II II s co II II ��9 10'-L I/2"m 2'-5" I 14'-4" 2'-6" 3'-I0 1/2" °p E ® Fixed, Left P - Triple Arch i I i i d/y x O CH (AboAe O Fixed, Center x 4'-8 5/8" No r - - - - - - - - - - - O O rn (Radius = 6'-0") _ _ Triple Arch i r - - - - - - - - - - - - - - - , - - - UI I °' O Fixed, Right I i t l i9 i iv UJ L r �� _ i __ ench Model Numbers Refer to "Andersen" 400 Series, Clad, G___J-L_ ____ ____- 6 13'-2" a 4"2'-i0" 4��- T��2"-- -- q1-81, 4" I 1 11 11 — High Performance Low-E4 Glass, PG Upgrade 26 i vi T Simulated Divided Lite VouiM - - -- - -- - - O rr - v iAttic Access Existing Ridge - - _ - _ m O i i i I New Hak ging (New a TH Qcv p L i MASTER iW C I _ I L - - _ _ - _ - - - - I BEDROOM 3 i i Tub i- - - - - - - - - - - - - - - - - - - , i tr @- 6 ,4 rnl i , ; ed. 4„x36” -- I 'tr 13'-2., -� 4„ in i v . t 9'-6„ Cab. I I Cr - n i i Linen- 2� i 24Ra1s d Wall DRAWING TITLE: i I i a\\ey i� �`• Bearing Wall ' 2ND FLOOR Ln Pitched Ceiling -�-----------------------�-a-\fi-e�y'- -'-'-�-- ,- ------ -------- I i 26 - - - - - - - - - - - -- - - - - - - - - - - - - - - N On - - - - - - - - - -_ 0� Bearin `Uallg � (,Above F �, i CR I Open to i Expanded Below i I rn AL m I i Rldge�-to MASTER BEDR OM n `C” '�` i - AL JOB: ' I AjgK New Ride w -------N NewRidge ----------- i 9 co 00 �. .. i - --i- -------- K i N i H (Above) i e)....0....- ------------------------------- ADDITION/RENOVATION M BURGER RESIDENCE i 2385 PINE TREE ROAD i O O Be Ilii g , SII D I R m l i O" O( bove) CUTCHOGUE, NY ` , 0 - - - - - - LF - - - i - - - - � r - - - - L / 4. 011IJ L 5C Mu0TOWN OF 00 -104 03D-02 N �k"St'hg 24 Ib _ -- - y N - , ' L Pitched Ceiling ARCHITECT: O i ( Bearing Wall in FREDERICK R. WEBER v 2( Raised � 41 EAST MAPLE ROAD t' zoI Wall GREENLAWN, NY 11140 B Exist n�l m i __D__ _W cv Window B 52 NOYAC PATH AL Bay I Existing Ridgei „ Seat O� A6 WATER MILL, NY 1191L 5' 20'-8 6' cv Tub i oTEL L31 154-5555 fk New p fweberarchitect5yahoo.com i BEDROOM 2 0 0`" pi i 4 --------- ---- I2 -8 z SEAL:N ii New • N WIC -� 20 {r, fCuagl O(Above)-711,-6 . 3'-2" 2'-5" 4'-0" T-5" 3'-2" 31-3" 30'-0" 15'-0" 12'-6" 21'-2" FEB 22, 2019 OCT 28, 2018 REV.: AUG 28, 2018 DATE: DEC 8, 2011 C SCALE: 1/4" = 1'-0" A6 JOB NO: w201103 (Pre-E>isting Dimensions) (Pre-Exi5ting Dimensions) KEY: DRAWING NO. 29'-0" Fr, E,istm Dim=nsicn , - = Existing Frame Wali SECONDFLOOR PLAN NORTH Existing Wall Removed A 4 New Frame Wall OF A8