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HomeMy WebLinkAbout43349-Z q�gtlFFO(,�coG Town of Southold 10/27/2020 P.O.Box 1179 a' 53095 Main Rd �4A �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41564 Date: 10/27/2020 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 845 Old Orchard Ln, East Marion SCTM#: 473889 Sec/Block/Lot: 31.-7-18.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/17/2018 pursuant to which Building Permit No. 43349 dated 12/26/2018 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: alterations and additions,including front deck and outdoor shower on concrete patio, to an existing one family dwelling as applied for. The certificate is issued to Foote,Walter of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0112 9/24/2020 + ELECTRICAL CERTIFICATE NO. 43349 9/9/2020 PLUMBERS CERTIFICATION DATED 9/25/2020 Nate E ' on GW. A t o ' ed Signature �SUFFo�q., TOWN OF SOUTHOLD BUILDING DEPARTMENT o - TOWN CLERK'S OFFICE Py • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43349 Date: 12/26/2018 Permission is hereby granted to: Foote, Walter 22 Broad St Greenport, NY 11944 To: make additions and alterations to an existing dwelling as applied for. At premises located at: 845 Old Orchard Ln, SCTM # 473889 Sec/Block/Lot# 31.-7-18.1 Pursuant to application dated 12/17/2018 and approved by the Building Inspector. To expire on 6/26/2020. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $886.40 CO -ADDITION TO DWELLING $50.00 a : $936.40 uilding n ctor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Da l 10 New Construction: Old or Pre-existing Building: (check one) Location of Property: -�✓- �� ©2C"Pa V LQ0 E et-,s'7- (tq Ll ON House No. Street Hamlet Owner or Owners of Property: W 4 L-05 P_ FOOT-9 Suffolk County Tax Map No 1000, Section 31 Block ©� Lot Subdivision Filed Map. Lot: Permit No._ 3 Date of Permit. Applicant: 7j2AA_)t UAL I4. IL)�� ( Health Dept.Approval: , Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one Fee Submitted: $ 50 A plicant Sign re Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �� sean.devlinCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Walter Foote Address: 845 Old Orchard Ln City East Marion st: NY zip: 11939 Building Permit#: 43349 section: 31 Block 7 Lot 18.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Mariner Electric License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 47 Ceiling Fixtures 9 Bath Exhaust Fan 3 Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 10 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 41 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceding Fan 2 Combo Smoke/CO 5 Transformer UC Lights p' Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect 200A Switches 43 4'LED Exit Fixtures Pump Other Equipment. W/D, LED Mirror- 2, DW, Micro, Oven, Mini Fridge, Fridge, Towel Warmer, Floor Heat- 3 Notes Addition and Rewiring of Old House Inspector Signature: w. Date: September 9, 2020 S.Devlin-Cert Electrical Compliance Form As 01 Town HAH'Annex Telephone(631)765-1802 54375 Main Road Fax(611 j 765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD OCT 6 2020 EITITIDING DEPT. CEice"TIVLCATION ,Date: 12XI2 , Building-Ve!Mit'No I q Owner:, wA Tb–'y�n–,L— (Pleaqq print) Plumberc, (Please prir4 I-cefiifylhat the solder used filthevaiqr'supply pystemcoftlAiris less than 2/10 bf,'I% lead. `(PP_lu bets S" hlatiur#4- SWoffi-,to,before me this 20.21a NOTARY,PUID31LJIC,STATE.0F,NIzW*0RK NO-01ED6086030 �4 Yl 'QUALIFIED INS61iFOLK COUHyj�, 114 COMMISS1614 EXPIRES MARCH w3,,2 Notary Pt&lic,_Sq E,?S4e County 7_1 oF souryo6 * f TOWN OF SOUTHOLD BUILDING DEPT. courm Vie'' 765-1802 INSPECTION [ UNDATION 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: !/r1,C, �cflJVl ( 04�, DATE INSPECTOR �aOP SOf¢h° # TOWN OF SOUTHOLD BUILDING DEPT. co765-1802 INSPECTION - [ F1ST [ ] 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. 1�—AvtA W6 DATE INSPECTOR ���� pF SO//TyO - - # # TOWN OF SOUTHOLD BUILDING DEPT." - °`ycourm '' 765-1802 _ INSPECTION -[ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] F UNDATION 2ND' - o [ ] INSULATION/CAULKING FRAMING/-STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY J- ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: nn Klk YAM,�&) S � .. rift 6 4cvvx/l DATE INSPECTOR J OF SOUIyo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 .. JNSPEC ION [ ] FOUNDATION 1ST ` [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ]ANSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE°SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [` ] .FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL�(FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: DATE ( INSPECTOR agf Sol, 6 -/ 3 - S 45----O/of V rCAaLrc # # TOWN OF SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION : [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ " ] FRAMING/STRAPPING [ ] FINAL [ ] -FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: L.-a 44r , ®k DATE INSPECTOR .M ilf so # TOWN OF(( SOUTHOLD- BUILDMG DEPT. cou765-1802 INSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] ,FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O �vc� REMARKS: DATE hf/W INSPECTOR II�q SOUIyo - # # TOWN OF SOUTHOLD BUILDING DEPT. �ylnorm, 765.1802 x INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE,& CHIMNEY 5[ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: c3 C5V 3WAO;uln- OWT ov v D`w✓ `� Qiv .`C- 1 ne., DATE lv 'x INSPECTOR 50UTy0 - - -- - - - --- # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION `[ ] FOUNDATION 1-ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND - [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]; ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: "Ig Ano V � At (94" V:$_D6 vA 0`001�v I Wk� A4 /_6) Ot" k Ha a U - uirlUAA Lad sk • UL� DATE INSPECTOR NEW YORK HOME ENERGY SOLUTION INSPECTION FORM DATE- �3 'Lo' ENERGY STAR APPLIANCES ❑ Refri erator Kwh _C.V. BUILDER Refrigerator_ Address ILIS 01A ❑ Dishwasher ❑ CW ❑ Oven PPM 'Lo•to ! �r�.b�r ' aw i e v� ❑ Bath Fan CFM ❑ ERV CFM Lot# Model ❑ Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑)Crawl U Full- ❑-DHW, ❑-Indirect PPM Draft. Fuel Type: ❑ Gas ❑ oil ❑ Propane A/6 Tons_____SEER #Systems Window U SHGC GSHP Tons BTU � I CAZ TESTING: Blowe r CFM Base Test Draft @ Flue Du vxq FL 2nd FL CFM Fan Simulated CFM Missing Ga _ . by. s Leak ❑ Y ❑ N Where Venting Type N S M IIS Comments: Ye HES Representative �'---- Date Site Representative Date Note:The inspection result(status represent the result of the Inspection process only and does not reflect the final certiflcatlon status. OCT - 6 2020 NEW YORK BIT�I�?TNG��'3� r,.a HOME ENERGY SOLUTION INSPECTION FORM DATE ENERGY STAR APPLIANCES BUILDER ❑ Refrigerator Kwh C•V. Address "JEWS;- CU--CV °"— ❑ Dishwasher ❑ CW ❑ Oven PPM Ll Bath Fan CFM ❑ ERV CFM Lot# Model ❑ Boiler AFUE PPM Orientation ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑Crawl ❑ Full ❑ DHW ❑ Indirect PPM _—Draft Fuel Type: ❑Gas ❑ Oil ❑Propane A/C Tons SEER #Systems Window U SHGC GSHP Tons BTU CAZ TESTINGS , TESTS.. Blower °yam CFM Base Test Draft @ Flue Du 33 3 FL ­72"d FL CFM Fan Simulated CFM Missing V. Gas Leak ❑ Y ❑ N Where Venting Type N S M Ise b + comments: + V< se z S a .l.0 4oe e rte_. _a , kdtr=�c HES Representative �--- Date Date Site Representative Frank Wolfgang Uellendahl Architect 123 Central Ave POB 316 Greenport, NY 11944 t: 631.477.8624 e: frank@frankuellendahl.com September 25, 2020 (c;T`f�'� I r. Submitted to: Building Inspector's Office 1} M' OCT Town of Southold - 6 2020 Owner: Walter Foote rum riTNG D''1 ll"r- 22 Broad Streets; Greenport, NY 11944 Project: Construction of a new dwelling at 845 Old Orchard Ln in East Marion LIES- :•���,� BP: 43349 1 hereby certify—to the best of my professional knowledge-that the following work was performed in compliance with all N.Y.State and local rules and regulations and in accordance with the architect's plans and specifications: • Crawl space footings(8x16 CMU piers on 28"x20"x12" poured concrete footings)and girders (triple 2x10)supporting the floor system as per architect's foundation plan; • A combination of 2"to 3" closed spray foam and batt insulation in roof,floor and wall systems as well as spray foam around doors and windows and firestop caulking exceeds all R-values in the submitted energy code compliance reports; • The raised bluestone pool patio is 14"to a maximum of 28" above existing grade,therefore no railing is required.An amended site plan is attached with this letter; • The installation of rebars in pool and spa was executed as per the submitted pool permit details. r4 14 /—Sincprely, � 11EQ���� rank Uellendahl, RA 021��o�� n�� caaw. ► . ► ,,, FOUNDATION (IST) -� OfcPLUMBING ��� ►�., �� iso, Mal- INSULATION PER N.Y-. STATE ENERGY CODE MAU �'''1_� do ��Rte: �t�� ,_ 4"�i�h►.'�� �� � ADDITIONAL Colyllyl - ■ I WX6no i C. ■ TOWN OF SOUTHOLD i BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN BALL Board of Health SOUTHOLD,NY11971,. 4 sets of Building Plans . TEL: (631)_765-1802 Planning.Board approval; FAX: (631) 765-9502 �® Survey Southoldtownny.gov PERMIT NO. � � �/ Check Septic Form N.Y.S.D.E.C. Tristees C.O.Application Flood Pennit Examined 20 Single&Separate Truss Identification Form Storm-Water Assessment Form ' 6 -Contact: . . . Approved 20 1VIailto' Disapproved a/c Phone: Expiration 320 Building Inspector - - APPLICATION FOR BUILDING'PERMIT ' DEC 172018 - Date /2/l - , 20 /6 WILDRV;DSA .- INSTRUCTIONS , TOWN OF SOUTHOLD -a.This application MUST-be-completely filled in by typewritei'o' in ink-and submitted to the-Building Inspector'With 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.-Plot-plan showing location-of lot,and.of buildings on premises,relationship to adj'oining;premises or public streets or areas,and waterways. c. The work covered by this application may not be,commenced,before-issuance of Buildin&Permit.• d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the_premises available,for inspection throughout the work., e.No building shall be occupied or used in whole or in part for any purpose what so-ever until the Building Inspector issues a Certificate of Occupancy,. . f.Every building permit shall-expire-if the work authorized has not commenced within 12 rionths'after the date of issuance or has not been,completed,within 18 months from such date.If no zoning amendments or other regulations affecting-the property'-have been enacted'in the'interim;the Building-Inspector may authorize;in writing,the extensiow6f the'pennit for'an addition six months. Thereafter,a new permit shall be required. APPLICATION_IS HEREBY'MADE to the Building Department for the'�issuance'of a'Buildhig Peimit pursuant to the Building Zone Ordinance of the Town of'Southold Suffolk County;-New York,and other'applicable�Laws,,Or`dinances or' . ; Regulations,for the construction of buildings,additions,or alterations or,for'removalaor demolition as;herein described: The; applicant agrees to comply with all applicable laws,ordinances,building-code;housing-code;and regulations,and to,admit , authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant); State whether applicant is owner,lessee, agent,architect, engineer,general contractor,electrician,plumber or builder - 14 P-CAN Name of owner of premises 42/9-L1-IR72- s VIP/Je FO 4)re--� (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:--_.-_._-_,._. P4-� OZ-0 .:; ; sem House Number Street County Tax Map Noi4 000 Section•' _ l -Block-'_' .. '`',- L Lot `��' Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use-and occupancy 2 l�� �?L c'FJ .UD PR4:f � b. Intended use and occupancy k)C&J 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work �f (Description) 4. Estimated Cost Fee 2,!�,767-Z-- (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 existing structures,if any:Front (4"S Rear Depth rZ- Height O,4 Number of Stories 2. Dimensions of same structure with alterations additions: Front Rear Depth 54-F Height 20, Number of St 8. Dimensions of entire new construction: Front Rear Depth i Height Number of Stories I r ; -.4 r 9. Size of lot: Front 1110, �( Rear r2,0r Depth 10. Date of Purchase2 CIE3 Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any z-ning law,-ordinance or regulation?YES NO-'t/ 13. Will lot be re-graded?YES NO Will excess fill be removed from pIremises?YES NO' 14.Names of Owner of premises lValier^ Foy Z f Address 22 6!oad, (ff�-- Phone No.6l Name of Architect 0- 'a6Z1 L1 rl Address D l6 Phone No (Z,(- Name of Contractor Address Phone No. X31-765=671-JKL0 15 a. Is this roperty within 1'00 feet of a tidal wetland or a freshwater wetland? *YES NO I" p � * IF YES,-.SOUTHOLD TOWNTRUSTEES &D.E.C. PERMITS MAY B QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES;D.E.C. PERMITS MAY-BE.REQUIRED. _ 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property'is at 10 feet or below,must provide topographical data on survey. 18. Are there any,covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) -SS: COUNTY OF 5U FV-AN 15::�- LLE-L,La0Q4k(_ being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, c - (S)He is the aWtkt` (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 'm E.Fuentes L' da of ��' - f/L1:1 Q ic,State of New York Qualified in Suffolk County LIC.#01 FU4811709 Notary ublic Commission Expires April 30, Signature o pplicant Scott A. Russell ,��® � ST(O�][�1��1 WA\T]E]k SUPERVISOR �T �T I��/1[A\�A\(GrIEI��/l[]E1�7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ° Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT T INVOLVE ANY OF THE E IFCDLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑E/B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ v❑®D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ❑@/ erosion hazard area. E. Site preparation within the one-hundred-year floodplain as depicted ❑Von FIRM Map of any watercourse. . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tag 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 Des Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date NAME { �/� tL!! ./` [ `(J�L ( L l� 1B Section Block Lot /f ****FOR BUILDING DEPARTMENT USE ONLY**** Contact Information b/ 24- I ��� V(O rrm�� i Reviewed By: — — — — — — — — — — — — — — — — lls Date — —t1 — — — — — Property Address/Location of Construction Work: — — — — — — 0��Q-0 LIq(V� Stormwater for processing Building Permit. rmwater Management Control Plan Not Required. Stormwater Management Control Plan is Required (Forward to Engineering Department for Review. FORM * SMCP-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector ao�O coGy�i JAN 2 TOWN OF SOUTHOLD o - 4F Hall Annex 54375 Main Road - PO Box 1179 CO' 21: - Southold New York 11971-0959 y�0_ p�� - ;" Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr'(a,sodholdtownnV.gov seand(cDsoutholdtownnV.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date- Company Name: M6l()ner Name: o_1-xerJ- _S4 n.eu�d, License No.: L150 ,)— -A C email: Address: Phone No.: SI:c - g I q JOB SITE INFORMATION (All Information Required) Name: W0' 14/ jo04 Address: uJ O)J Cross Street: a, 916- Phone No.: 9►-7 t-(70 Bldg.Permit#: � _ L f 3�C�� email: Tax Map District: 1000 Section: 3 Block: -7 Lot: 1 �, BRIEF DESCRIPTION OF WORK (Please Print Clearly) U (1� Circle All That Apply: Is job ready for inspection?: YE / NO rRough In Final Do you need a Temp Certificate?: YES /® Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect - Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As VZ'C" a� �° \00 ' ` sial ©IN6 DEPARTMENT- Electrical Inspector 1 ' '�O�O coGy�i j JAN 2TOWN OF SOUTHOLD CD - 4T Hall Annex x,54375 Main Road - PO Box 1179 w - Southold,,New York,1997`1-0959 elhone' (631) 765-1802 -'FAX (63'1) 765-9502, S roderr(cr� oiloldtovvnny.gov seand(c�southoldtownny.gov „ \ 5 APPLICATION FOR ELECTRICAL INSPECTION s ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: Name: "4- :4 -euJ, email: License No.: ys-a �6 -M_ Address: ror�►2ncvQ� �iv� a 1 0 -Phone No.. SIL - g I q -71,71 JOB SITE INFORMATION (.All.Information Required) Name: Address: Q JJ 0 r.--, Cross Street: 95- Phone No.: 91-7 cf9 - 9q70 Bldg.Permif. _--�-- � email: Tax Map District 0' Section: `3 Block: -] -Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YE / NO Rough,ln Final Do you need a Temp Certificate?: YES /®_;- Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead ,# Underground Laterals 1 2 H Frame Pole Work done on Service? Y 'N Additional Information: ---- ------ ---- --- PAY-HENT-DUE--WI-T-H-AP-P-LIGATION--------`- ---- —. Inspection Form As Request forinspe I� OPP 9Mc4er �:Jn dlsco�rncc� 'G�' ' 2e°v$ ht�.�„ ran�1 boll rl ) Pale Miord l0 ' � owc � �fs'lef r rwmDrr�9e Go ha tru1'sl �e G`rs'�r,� A:,c�cco�'1 Foote & Associates PLLC 260 Hortons Lane Post Office Box 638 Southold, NY 11971 phone: 914.723.2899 631.600.1122 July 27, 2020 Town of Southold Building Department Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Amendment to Building Permit No 43349 Dear Sir or Madam: Reference is made to Building Permit No.43349, involving construction of improvements at 845 Old Orchard Lane, East Marion, NY 11939. (Request for 6 month extension to this permit requested of Connie last week by email from waiter@footelaw.net). The above application is hereby amended as follows: 1. Existing Plans modified by attached stamped original modified plans (one original and 3 copies) setting forth additional information as to additional work done on existing floor structure per recommendation of Inspector John on 11/15/19 (card attached); and 2.Stamped plans for wood deck being added (1 original and 3 copies). Please contact me with any questions at 917-991-6470. Sincere) [S�(LSOVV R � Walter Foote J U L 2 9 2020 DD BUILDING DM. TO' ;.. ` ",m][OLD P.O.Box 92 HOLBROOK NY (631)944-5990 CJAHVAC91@gmail com IN C Invoice CA HvA Bill To: Ashlee Reiniger Invoice No 9 ashlee@twostorieswoodworking.com Date 11/27/2019 845 Old Orchard Ln Terms NET 0 East Marion,NY,11939 Due Date- 11/27/2019 . -5... d7217-7-R-7177 yr-2' y�-e:'=7' ` - 7v� 7�✓ua -7",7mss«"g",i�i` ; `,, ,� 4 zTMyc�- pp . ' Goodman high efficiency furnace and 16SEER air conditioning 1 $14,50000 $14,500.00 Supply,,nc install Goodman'20K VU 96%011cw y g:s fired fur�acc, €ih 1 c ScE? tan G^ntral a€ cand€turmnc. FJ€ih bra�a�.. co,rvrrsioni kit (1-p Supoly line to oe done by fn•'ers or at aJoit€oval cost) Wodrl GbtC GWF('96'2G5UN,GW CHPF48606,GNtC CSX160601 1-stall furnace and AG coil in crawl space Fabricate,insuhte,seal and install supply&ret-irn trun,(line i,c aryl space. Install 16 supply.nd return lr>x vents install refs€coram tapes to conn4ct i°iduor and outdcor,snit i'sizFli 11 5y conurrisation pump,anu tubing'n dram rump Install low voltage commonn;stion wire tc conn4c.€ doo-and outcoor unit. Ins'-11 law voltage comm iFxc-tion.vire to connect mdoor"no a rid wail mourner the,mostat Install OW f'esh a'r and mriaust plpo�to vca,r',imace,ins,-ah side wall concentric kit. Connect t0 gas line(IP)tro3n shut off v?Ive to unit.Confo€t u it to be used r,itil Lp. Ins•ail Goodman ca1000-unit. Confect pilies andwires,p,essurc:est uric evacuate systc ii.Adjust refrigerant as r,:eded conn;ct,o 220v e'ec,'ical hm{sup;il,ec by otliprs)wi,n electr,cal vhil,and d soon:nwci Daikin Ductless heat pump 1 $2,80000 $2,800.00 Supply anc install Daiki,-9,000 01 U f1coi mvurited d,wtiess hest purr p system,for ups.an%bed•oom.Install Outdoor unit on wall mounted nracket on exterior wall of bedroom 195t(,Il refrine=ant plpc's and,commu'iication w€.-es 1.) Moo,lino outdoor unit nstall indoor floor rnounted im, Presswe*est vnd evacuate 3ystonn Model FVXS09NVJU,RXL09QMVJU OCT - 6 2020 JEIPT'T?`r+rt{r V'EF" r .F t 1 /2 CJA HVAC-Invoice 9-11/27/2019 Subtotal $17,300.00 TAX 0% $0.00 Total $17,300.00 Paid $17,300.00 L Pa*IdJ Balance 00 2/2 SURVEYOF' PROPERTY SUN:OLK COUNTY IDEPARTM N T OF HEALTH SERVICES SITUATE MAIN AFPRO.'�' „ " IU ED V XRKS FOR EAST MARION ROAD AAs Grt,E s', Y RESIDENCE TOWN OF SOUTHOLD (NYS ROUTE 25) Date SEP 2 420 Re; Na, SUFFOLK COUNTY, N. Y. SURVEYED: JULY 24, 2020 The seeiage disposal and Water supply facilities Ct ihis location have been Inspected andlor certified by this oa:partrrse cr other agencies and found to 3 be satisfactory FOR A MAXIMUNk BEDROOMS. 00 . rr _ CT ai9 AperKne N , P.E., Chief O ' N/Fce N N 06 JEAN B LUM NOTES: THOMAS W WELLS 1. PROPERTY KNOWN AS TAX MAP# 1000-31-07-18.1 < 2. LOT AREA =26,381 SQ.FT. (0.606 ACRE(S)) -a 3. THIS SURVEY WAS PREPARED USING A TRIMBLE m xEL27.1 N 6329'40" E 239.20' o.1WE MON. S3 ROBOTIC TOTAL STATION. o xEL26.1 o.1'S D. 4. PROPERTY CORNER MONUMENTS WERE NOT SET AS W O 0.1'5 4' WOOD FENCE xEL27.671 PART OF THIS SURVEY. CO (— --T 5. ELEVATIONS REFER TO AN ASSUMED DATUM. ori I rn Ory.� STANDARD NOTES: `0 Q 1. COPYRIGHT 2020 MICHAEL K. WICKS LAND SURVEYING } pl- 2. UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A GRAVEL DRIVEWAYI W > LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, -- w -'" w W w 26 2 O SUB-DIVISION 2, OF NEW YORK STATE EDUCATION LAW v 3. ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL rn ---------- I T¢, ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL 1,250 GAL WORK AND OPINION. / 0-w / B'DI0. SEPTIC TANKO 4. CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THAT THE MAP 0 WM 12'DEEP/- A=32WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTING CODE OF & L.P. ( Q --1 B=15' ^ N H07 ti PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE 4 A=41' 1 n '� m TUB Q - ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, INC THE CERTIFICATION IS ISL 8=22' "/�O �L(j N D E2 LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED, F- 80TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY, AND TO THE l \ �� O ti LENDING INSTITUTION LISTED ON THIS BOUNDARY SURVEY MAP, w [[WOLOD -�Q4 i� INGROUNDQQ �i 5. THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLEpc �::Pj- S IMMING � 6. THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS KNOWN AND OFTEN MUST BE ESTIMATED IF ANY UNDERGROUND o 0 57'3' o, 24.7' F.F EL 0 20'X40' (/] IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE oa d: 51.4' I ' Q IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY = 3 2 STORY I 7, THE OFFSET (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO ^ O� C� w O THE PROPERTY UNES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE O •7' ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, U/G O E, POOLS, PATIOS PLANTING AREAS, ADDITIONS TO BUILDINGS,AND ANY OTHER 1 PROPANE ^' N � TYPE OF CONSTRUCTION O �I ❑ CE. "l Ln O COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED `r 00 Pt- 262, U OR EMBOSSED SEAL SHALL NOT BECONSIDERED TO BE A VALID COPY ❑ oLj / N o A C EQUIP. nj _ a ELECTRIC xEL24.7MON PANEL 02 . - � �OF*l 245 FND. b-L k 11 S 63029'40" W o `S- o . D� T°. 1'N0 N/F ,Irk <ra 7 �® STEPHEN MESHOVER TRUST ca a330 toF` Cn®�6 - Q Cl s M AEI;" ulC #50390 E N M CHAEL K. WICKS 3 LAND SURVEYING o 15 FROWEIN RD — SUITE E2 E CENTER MORICHES, NEW YORK 11934 y VOICE. 631.874.0156 — FAX. 631.909.3845 WWW.wickslandsurueyi7lg.coin RECORDS OF RICHARD C. DRAKE a 0 SCALE: SURVEYED BY: DRAWN BY: SHEET: 1"=30' M.W. J.A. 1 OF 1 U Generated by REScheck-Web Software Compliance Certificate Project THE FOOTE RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 845OLD ORCHARD LANE WALTER FOOTE FRANK UELLENDAHL EAST MARION,NY 11939 OWNER ARCHITECT • m a _o- Compliance: 3.9%Better Than Code Maximum UA: 362 Your UA: 348 Maximum SHGC: 0.40 Your SHGC: 0.28 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 AssemblyGross Area Cav-1ty Cont. or Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,621 38.0 0.0 0.030 49 Wall:Wood Frame, 16" D.C. 1,922 21.0 0.0 0.057 84 Door:Glass Door(over 50%glazing) 68 0.310 21 SHGC:0.21 Window:Wood Frame 238 0.300 71 SHGC:0.29 Window:Wood Frame 136 0.290 39 SHGC:0.31 Floor:All-Wood joistrrruss 1,621 17.0 0.0 0.052 84 Compliance Statement: The proposed building design described is i ent with the building plans,specifications,and other calculations submitted with the permit application.The propose b i P 4pen designed to meet the 2015 IECC requirements in REScheck Version :REScheck-Web and to comply with the mand t r u r nits listed in the REScheck Inspection Checklist. TE7_AQc<_- W�u_r_�jvltl WLID Name-Title Date 021 r Project Title:THE FOOTE RESIDENCE Report date: 12/10/18 Data filename: Pagel of 1 REScheck Software Version : REScheck-Web Inspecti®n 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. Section Flans Verified Field Verified #' Fre-Uispectiorr/F1an Review Value Value Complles?� CommentWAssumptions &.Aeq.ID 103.1, ;Construction drawings and G �OComplies 103.2 documentation demonstrate i' :X]Does Not [PR1)1 ;energy code compliance for the [ ; r, ' building envelope.Thermal .na,,•,h, ❑Not Observable envelope represented on " ❑Not Applicable ; construction documents. 103.1, ;,Construction drawings and OComplies 103.2, odocumentation demonstrate " ,`❑Does Not 403.7 ;energy code compliance for {g [PR3)1 ;lighting and mechanicalsystems. 3ONot Observable 9 nIONot Applicable 10, Systems serving multiple rdwelling units must demonstrate1 """" ' compliance with the IECC 1 Commercial Provisions. • 3 302:1,'°' ;Heating and cooling equipment isi. Heating: Heating: ;OComplies 403.,7 —,xsized perACCA Manual S based Btu/hr Btu/hr ODoes Not [PR2)2` -,,on loads calculated per ACCA Cooling Cooling rManual)or other methods Btu/hrBtu/hrONot Observable ; approved by the code official. ,ONot Applicable i 3 1 1 I t I A 1 ! Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE FOOTE RESIDENCE Report date: 12/08/18 Data filename: Page 2 of 9 Section Plans Verified Field Verified # Foundation Inspection Value Value Complies?' Comments/Assumptions &Req.ID 402:1.2 ;Slab edge insulation R-value. ; R- ; R- ;❑Complies ;see the Envelope Assemblies [FO ;❑ Unheated ;❑ Unheated ;❑Does Not ;table for values. E] Heated ;❑ Heated TINot Observable ❑Not Applicable 402.1.2 :Slab edge insulation ft ft ;❑Complies ;see the Envelope Assemblies [F03]1 depth/length. ;❑Does Not a table for values. ❑Not Observable ❑Not Applicable 303.2.1 ';A protective covering is installed i❑Complies [F011]2 to protect exposed exterior ! ❑Does Not insulation and extends a minimum of 6 in,below grade. ❑Not Observable []Not Applicable 403.9- Snow-and ice-melting system J❑Complies ; [FO12]2 {controls 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:THE FOOTE RESIDENCE Report date: 12/08/18 Data filename: Page 3 of 9 Section ! Plans Verified Field Verified # Flraming f Rough-In Inspection Value Value Complies? CommentsfAssumptigns &Req.ID = 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, ' ❑Not Observable 402.5 [FR2]1 ;❑Not Applicable ; , 303.1.3 U-factors of fenestration products }❑Complies [FR4] :are determined in accordance ❑Does Not ; with the NFRC test procedure or ❑Not Observable ;taken from the default table. p i 1 F❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ( ❑Does Not ;instructions. ° UNot Observable ; `.�❑Not Applicable 402.4.3 ;Fenestration that is not site built S N ❑Complies [FR20]1 pis listed and labeled as meeting , ❑Does Not AAMA/WDMA/CSA 101/1.S.2/A440 or has infiltration rates per NFRC r❑Not Observable ; 1400 that do not exceed code �❑Not Applicable ; , ,,limits. 402.4.5 " ;IC-rated recessed lighting fixtures' ;❑Complies [FR1612- ;sealed at housing/interior finish J❑Does Not and labeled to indicate 552.0 cfm leakage at 75 Pa ,, (❑Not Observable ; `s ;[]Not Applicable 403.3.1 ;Supply and return ducts in attics #❑Complies ; [FR12]1 insulated>=R-8 where duct is �❑Does Not >=3 inches in diameter and>_ ❑Not Observable ; f R-6 where<3 inches.Supply and fretum ducts in other portions of i, ❑Not Applicable ; :the building insulated>=R-6 for ;diameter>=3 inches and R-4.2 4or<3 inches in diameter, a' j , r 403.3.5 {Building cavities are not used as 1� ❑Complies [FR15]3 4 ducts or plenums. { g❑Does Not �❑Not Observable ; s {❑Not Applicable 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies [FR1'7]2 'above 105°F or chilled fluids :❑Does Not j below 55 4F are insulated to>_R- 3 ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC K #❑Complies [FR24]1 ;piping. i❑Does Not ; ❑Not Observable j❑Not Applicable 403.5.3 Hot water pipes are insulated to ; R- ; R- ;❑Complies ; [FR18]2 >_R-3. ;[]Does Not , '❑Not Observable ❑Not Applicable 403.6 ;Automatic or gravity dampers are; ❑Complies [FR1912 ;installed on all outdoor air �❑Does Not intakes and exhausts. ;❑Not Observable r k ;[]Not Applicable t Additional Comments/Assumptions: 1 'High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 J,Low Impact(Tier3) Project Title:THE FOOTE RESIDENCE Report date: 12/08/18 Data filename: Page 4 of 9 Section Plans Verified Field Veil ' # Insulation'Inspection 'Complies?"" 6M, `nts%Assuinptions` &,Req.ltp ValueValue,. 303.1 t "All installed insulation is labeled „` ;• TIC omplies [IN13]? or the installed R-values °J❑Does Not provided. []Not Observable }P {t, 311Not 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 ' 303.2, ;Floor insulation installed per 3❑Complies ; 402.2.7 manufacturer's instructions and . f•` ,y❑Does Not [IN2]1 ;in substantial contact with the ❑Not Observable underside of the subfloor,or floor �� z �; �� '����� " ';[]Not �� � ❑Not Applicable ; framing cavity insulation is in PP contact with the top side of , sheathing,or continuous ` ;insulation is installed on the :underside of floor framing and r ;extends from the bottom to the ' ,a 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, 1 mass wall with at least Y2of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass ❑Not Observable ; [IN3]1 Eexterior,the exterior insulation ;requirement applies(FR10). ;❑ Steel i❑ Steel ;❑Not Applicable ; ; 303.2 ;Wall insulation is installed per J❑Complies ; [IN4]1 manufacturer's instructions. f, ❑Does Not ; y❑Not Observable K, •;❑Not Applicable Additional Comments/Assumptions: '1 ;High Impact(Tier 1) f 2'I'Medium Impact(Tier 2) 3 JiLow Impact(Tier 3) Projoct Title:THE FOOTE RESIDENCE Report date: 12/08/18 Data filename: Page 6 of 9 sectionPlans Verified Field Verified. # Final Inspection Provisions 'Value Value Complies? Comments/Assumptions &Req.f® 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 402.2.6 ;❑Not Observable ' [FI1]1 ; ;❑Not Applicable t I L I t I 1 I t 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 :manufacturer's instructions. ❑Does Not [F12]1 ;Blown insulation marked every 300 ftp. i❑Not Observable i �;❑Not Applicable 402.2.3 i Vented attics with air permeable f T❑Complies [F[22]2 insulation include baffle adjacent a ❑Does Not yto soffit and eave vents that ❑Not Observable ' extends over insulation. ;.a❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies [FI3]1 Nnsulation zR-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 ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; 1 t ❑Not Applicable ; 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 cfm/100 ft2 across the system or ftz ftz ;❑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. ; 403.3.3 ;Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [F127]1 ;determine air leakage with ftz ftz ;❑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 handier enclosure if installed at time of I ;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 1❑Complies [FI24]1 by manufacturer at<=2°/u of ❑Does Not design air flow. ; ❑Not Observable , e 'E]Not Applicable 403.1.1 ;Programmable thermostats R, ;, , ' ¢❑Complies [Fl9]2 ',installed for control of primary a❑Does Not heating and cooling systems and (, '[]Not Observable initially set by manufacturer to I code specifications. I❑Not Applicable 403.1.2 Heat pump thermostat installed ;, ❑Complies [FI10]2 on heat pumps. t, t• �❑Does Not , J❑Not Observable E` #❑Not Applicable 403.5.1 ;Circulating service hot water 'I❑Complies [FI11]2 systems have automatic or s �❑Does Not accessible manual controls. ; ' „ ,❑Not Observable ';❑Not Applicable 1 ,High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:THE FOOTE RESIDENCE Report date: 12/08/18 Data filename: Page 7 of 9 Section Plans Verified Field Verified # -Final Inspection Provisions Value Value-. Complies? FJ "Tments/Askunptions &Req.I 403.6.1• ,All mechanical ventilation system 1❑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 [F126]2through one-or two-pipe heating ❑Does Not systems have outdoor setback { control to lower boiler water s❑Not Observable =temperature based on outdoor F;, ❑Not Applicable ; temperature. 403.5.1.1 'Heated water circulation systems , .. ,i❑Complies [F128]2 'i have a circulation pump.The ❑Does Not j ;system return pipe is a dedicated return pipe or a cold water supply',,;,, ❑Not Observable .,pipe.Gravity and thermos- d ❑Not Applicable t syphon circulation systems are f, ; not present.Controls for circulating hot water system ;pumps start the pump with signal99,,• for hot water demand within the `' occupancy.Controls C automatically tum off the pump ;when water is in circulation loop c is at set-point temperature and no demand for hot water exists. , f 403.5.1.2•!Electric heat trace systems °"' ' ;❑Complies [F129]?' 'comply with IEEE 515.1 or UL �,° , L ❑Does Not 515.Controls automatically adjust the energy input to the } ; . ❑Not Observable ; heat tracing to maintain the f ° °;❑Not Applicable ; desired water temperature in the - ?piping. I 403.5,2 Water distribution systems thata E❑Complies iF130]2 ;have recirculation pumps that �(❑Does Not g pump water from a heated water } ;❑Not Observable { i supply pipe back to the heated a, ❑Not Applicable water source through a cold 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 water piping to 104511F. 403.5,4. ;Drain water heat recovery units ❑Complies ; [F131]2• ° ?tested in accordance with CSA o ?[]Does Not B55.1. Potable water-side s pressure loss of drain water heat ❑Not Observable recovery units<3 psi for 1° ;❑Not Applicable ; individual units connected to one ; or two showers.Potable water- side pressure loss of drain water I heat recovery units<2 psi for ,° individual units connected to �. 'three or more showers. 404.1 175%of lamps in permanent ;❑Complies [FI6]1 :fixtures or 75%of permanent (❑Does Not ;fixtures have high efficacy lamps.,`` #❑Not Observable ; Does not apply to low-voltage ; ❑ slighting. > Not Applicable 404.1.1 ;Fuel gas lighting systems have J❑Complies [F123]3 no continuous pilot light. 3❑Does Not C �❑Not Observable ' " �❑Not Applicable 1 'High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:THE FOOTE RESIDENCE Report date: 12/08/18 Data filename: Page 8 of 9 Sectionplans Verified Field Verified # Final Inspection Provisions, , Value Value Complies?` Comments/Assumptions &R44.16, , 401.3 ,Compliance certificate posted. a �OComplies [FI7jz t UDoes Not []Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for TIComplies V11813 >mechanical and water heating , i111)oes Not systems have been provided. ( pNot Observable ' ;DNotApplicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1,rMedium Impact(Tier 2) 3 ;Low Impact(Tier 3) Project Title:THE FOOTE RESIDENCE Report date: 12/08/18 Data filename: Page 9 of 9 PROPOSED 6x6 TRT'D POST Oljl 12" DIA. SONOTUBE I ❑ ADDITION ON 24"x24"x12" PDD. CONC. FOOTING 58,_0" 0 ALL (4) 2x6 POSTS ABOVEEB II o l ;; I o TO BE STRAPPED TO FOUNDATION WALL - z IIC-D _ FOOTE � Z 16x8 VENT, TYP. G (3) 2X10 flush BEAM (3) 2X10 FRAMING j j m N I UNDER WALL ABOVE UNDER WALL ABOVE _ RESIDENCE U = I F— w I I I _ N _ _ L. r' r r r EAST MARION NY 19 845 OLD ORCHARD LN L. JI I r II l3) 2X10 GIRDER II 7'-1 9'-5 1/4" 9'-5 1/4" 9'-5 1/4" 7,- " ,' i oZ ARCHITECT SLAB AT GRADE � o FRANK UELLENDAHL % '4" CONC. SLAB ON + - 123 CENTRAL AVENUE 4" GRAVEL BASE 00 P.O.BOX 3168x16 CMU PIER, TYP. 57= GREENPORT, NY 11944 16"x12" THICKENED SLAB " I I ON 28x2Ox12 PD. CONC. FTG. I I - I AROUND PERIMETER I ' r _., r.— — 8'-1 1/4" — — 1 F _ " TEL 631-477 8624 — ® ® ® ® ® ® ® ® . ® r z �._ i OWNERS L.� J L.—.J L._.J L._.J — I 3 2X10 GIRDER o o WALTER & DIANE FOOTE ( ) NEW I I ® m 22 BROAD STREET `� —D GREENPORT, NY 11944 ► I CRAWL SPACE ! 3 TO 917_991_6470 0 2" CONC. SLAB II o m I I ON 6 MIL POLY VAPOR BARRIER I I >< N 16x8 VENT, TYP. ON COMP. GRAVEL N co ACCESS OPENING 3i—Dn �x '32"X1 6" I I 16x8 VENT, TYP. En N 11BASEMENTWINDOW TYPL . — . — . — . — . — — . _ — — — — • — - — • — — • — • — — . — — . — — — — — — — — i I MECH. RM. WOOD DECK ' ' NEW CLG.HGT.' 7'-0 QED A NHP I I SEE DETAIL ATTACHED I /, I I : I w BASEMENT I I 4" CONC. SLAB W/ 6X6 10/10 WWM J I ��� UEZ c � N o CRAWL SPACE FO N °o '- HOUSE TRAP ELT PANEL — _. +� �� a� �' Z = " GLUED ((3) 2x8 ACQ GIRDER I 4'-5" N 4'-5" _ I N EXT'G DUTCH WALL ,' 6" 14'-6" '` r ��� Z �10 4 SUBFLOOR, NAILED AND ANCHORED TO 10 DIA. I FLOOR JOISTS @ 16 O.C. POURED CONC. PIERSGy0 P t Z R-23 STONE WOOL INSULATION TO 36 MIN BELOW GRADE I L — — — L_0 — - — • — - o — FiPG, � 2"X6" TREATED SILL — — — — — 2" CONCRETE RAT SLAB ON '- — — — — 2A o � m 6 MIL POLY VAPOR BARRIER ON COMP. GRAVEL '- " 10'-10" ! ® ; j Z FFA �N ` 8" POURED CONCRETE WALL WITH #5 VERTICAL / EXISTING '. J /C' KEBABS ® 24" O.C. I ► CRAWL SPACE FOUNDATIONsF�G III 1'-4" X 8" POURED CONCRETE FOOTING WITH SEPTIC LINE j / TO BE IMPROVED TO MEET CODE: I �cF 3- REBARS - 3" ABOVE BOTTOM OF FOOTING STRUCTURE To BE RAISED uP ; J o N 112 X12 ANCHOR BOLTS U 46 O.C. i 'J�� I -/ I IN ORDER TO INSTALL NEW I I m 2i O 2� RIGID FOAM INSULATION ON INTERIOR WALL (optional) �c� } � V 8" POURED REBAR REINFORCED CONC. ; I DATE. 07/23/2020 BITUMINOUS DAMPPROOFING TO GRADE ® `r� D I I FOUNDATION ON 16x8 P'D CONC. FTG. I / " N / SCALE.- 3/16 = 1-0 SILL SEAL AND COPPER TERMITE SHIELD n\ N I j TOTAL WALL HEIGHT: 36" BELOW GRADE j I Y JUL 2 9 2020 o I ; NEW 3/4" SUBFLOOR, NAILED SND GLUED / I ® NEW WALL NEW 2XX8 FLOOR JOISTS @ 16 O.C. I ;, . �,o FOUNDATION PLAN FOUNDATION NOTES NEW 2"X4" TRT'D SILL ANCHORED TO FOUNDATION O EXISTING WALL AND FLOOR SYSTEM AND EXT'G WALL STUDS 1 TT',p; qG T)V- ALL STRAPPING DONE TO CODE REMOVED WALL DWG. NAME STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 "v'17,0LD I ;; j EXT'G WALLS INSULATED WITH 3" CLOSED-CELL I ! I g READY MIX CONCRETE. 'fir FOAM INSULATION 14'-3 1/2" I FOUNDATION PLAN A-3 ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON I / ®� DWG. NO UNDISTURBED SOIL I SCALE: 3/16" = 1'-0" ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. I I '' '- — - — — — ' — — — ' — -' L — • — — — — — — — — — . J PROPOSED _ DRYWELL CALCULATIONS FOR ROOF RUN-OFF ZONING CALCULATIONS W D ADDITION RUN—OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE LOT AREA = ca. 26,381 SF = 100.00% ROOF AREA = 2,550 SF 100% run—off coefficient = 425 Cult. EXT'G BLDG. COVERAGE = ca. 289 SF = 1.09% PROPOSED 2 8' DIA. x 5' DEEP DRYWELL at 211.1 Cu.Ft. each PROP. BLDG. COVERAGE = ca. 1,621 SF = 6.14% ( ) PROP. POOL COVERAGE = ca. 800 SF = 3.03% WITH GUTTER LEADERS FOR ROOF,.RUN—OFF TYP TOTAL BLDG. COVERAGE = ca. 2,710 SF = 10.26% ®OTE MAX. BLDG. COVERAGE = ca. 5,276 SF = 20.00% RESIDENCE FSURVEY BY PECONIC SURVEYORS, P.C.- DATED: 10/11/18 FS PROPOSED ADDITION ® EXISTING STRUCTURE EAST MARION, NY XT'G EL.=28.1' _ 239.20' 7' 845 OLD ORCHARD W LLJ 4' POOL FENCE EXT'G EL.=27.6' o � :. � _ ARCHITECT • '�`o. o >- FRANK UELLENDAHL cv w I m 123 CENTRAL AVENUE 00 cli • _ cin I o P.O.BOX 316 ' ' ' 8x5 DRYWELL GREPORT, NY 11944 T a TELL631-471 8624 i a� ��.UELl�2hia 00 14" ABOVE GRADE 19" ABOVE GRADE �� �� t<` OWNERS 2iWALTER & DIANE FOOTE o OUTDOOR SHOWER o CONC. SLAB ON GRADE , I o 22 BROAD STREET N GRAVEL DRIVEWAY 15' OPEN TO THE SKY ' GREENPORT, NY 11944 -HOT3 ' TEL 917-991-6470 z w �� /�./bi o =TUB= � • 0�1a ��8' 5' --$- 5 - 4' FN ® U z o STCD ,� - - l o25 - "n96�-.- \ / - o PROPOSED / CONC. ------------- I W O v 1-STORY ADD ON,� PATIO _ 40 x20 POOL:_ FLOOD ZONE X Z e m / / F.F. EL=28.1' "' Q GRADE /2-ST( ---- - - o RY - o M w0 WD FR HOUSE / -- _ -- o 18' - 000Z F.F. EL=28.1' - N Wa = � 57.3' '�� /8.5'/ -------------- =--- - Cm = = s 20.2 _ 0 BE 1000 GAL - -- in-ground GAS TANK � W o — / 28" ABOVE GRADE 27" ABOVE GRADE L o L.- .-.. 26.0 50 40' REAR YARD � a U a m FRONT YARD co . W POOL EQUIPMENT I o 0 o s CID XT'G EL.=24. 4' POOL FENCE N N N 5' EXT'G EL.=26.7 - - - - - - - - - - - - ® — — - - — - - — 000 239.20 N DATE: 09/25/2020 SCALE: t" = 20' OCT - 6 2020 PROPOSED SITE PLAN SITE PLAN SCTM# = 1000-31-07-18.1 owc. NAME ""D TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORKA-2 ® DWG. NO SCALE: 1" = 20' 1 3 l 1 APPROVED AS NOTED DATE:� B.P.#mCOMPLY WITH ALL CODES OF FES sY:W NEW YORK STATE & TOWN CODES tl-NOT4=Y BUILDING DEPAR-(MENT AT AS REQUIRED S F 765-1802 B AM TO 4 PM FOR THE . FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED SGW&FftftMB0MD FOR POURED CONCRETE ES 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR CO. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 1�_�:'.i`:=1� C,E TIFICATION YORK STATE. NOT RESPONSIBLE FOR Oi, LEAD CONTENT BEFORE DESIGN OR CONSTRUCTION ERRORS. ""17RTii=ICATE OF OCCUPANCY SOLDER USED IN WATER C C C U PAN CY OR SUPPL Y SYSTEM CANNOT E(CEED 2110 OF 1% LEAD. USE IS UNLAWFUL V ITH UT CERTIFICAT E PLUMBING OF OCCUPANCY ALL PLUMBING WASTE &WATER LINES NEED TESTING-BEFORE COVERING RETAIN STORM WATER RUNOFF f ORSUANT TO CHAPTER 236, OFTHE TOWN CODE. Must provide Manuals D, J and S as per Blower door NYS Energy Code and ductwork testing required. All exterior laced®r Installed, p TRUSS PLACARDING REQUIRED repaired shall � er to Chap 172Code of the Town GENERAL NOTES DESIGN CRITERIA: PADD SED ION iE 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN GROUND SNOW LOAD - 45 PSF. ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING LIVING AREAS AND DECKS - 40 PSF. CODE IBC AND THE 2015 INTERNATIONAL ENERGY Illllllllfll111111111f1I11111Ulilllllll1R11111111111111tlflll (IBC) SLEEPING AREA - 30 PSF. ltunluffnnutnlnnlnlnuullluunluunlllnuulll CONSERVATION CODE (IECC) AND LOCAL AUTHORITIES. WIND SPEED - 130 MPH 111111111111illllllllllllllltllillllll1111111i111f11111111i1i11 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A SEISMIC DESIGN CATEGORY - 6 I11111111i1111111111i1i1111111111111111111111flllllllllilllllil llllllllllf111111f11'•"""' ••••••••••••lllllllfllltlillfllll N "®®TE MINIMUM 28 DAY STRENGTH OF 3000 PSI WEATHERING - SEVERE lllllf,lllllllllllll llllflflll„ll,llllll n 1f1111111111111tU1, 40x16 POOL llfllllll,ll„l,l,,,, FROST LINE DEPTH - 36 1f IIlIllllll1111111f11i11111111111111111I11t1111i111lltflllflll _ 3. 11f1I11111f11111i1I11l1lllllllflll11111111111I1111lIlfl1lf11111 ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- TERMITE - MODERATE TO HEAVY 1 f f 11 f 11l l l I l l l l l i l l l i l l 111 l l l f l l 11 f 1 f I l i l l 1l 11111 l 111111/11 1 1 1 LARCH STRUCTURAL GRADE #2 OR BETTER. DECAY - SLIGHT 1111111111111111111111111111illlll,f1f1111lIlllllflll11f11lllll RESIDENCE ICE SHIELD UNDERLAYMENT REQUIRED - YES W 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS, POSTS AND PARALLEL o PARTITIONS, EXCEPT AS NOTED ON DRAWING. DESIGN IN ACCORDANCE WITH AMERICAN FOREST EAST MARION, NY PRODUCTS WOOD FRAME CONSTRUCTION MANUAL j 845 OLD ORCHARD LN 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. W 0 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE o ARCHITECT VERIFIED BY CONTRACTOR(S) PRIOR TO START OF WINDBORNE CONSTRUCTION AND ORDERING OF MATERIALS. THIS DEBRIS PROTECTION SCHEDULE I FRANK RALLENDAHL AVENUE FOUNDATION HAS BEEN DESIGNED FOR A SOIL m 123 CENTRAL AVENUE o P.O.BOX 316 BEARING CAPACITY OF TWO (2) TSF AND GRADES I 5=- GREENPORT, NY 11944 LESS THAN 5%. CONTRACTOR SHALL VERIFY THATh 5=2TEL: 631-477 8624 THESE CONDITIONS ARE MET. ALL FILL BENEATH PRECUT WOOD STRUCTURAL PANELS WITH A THICKNESS OF MIN 7/16 INCH ARE TO BE PROVIDED TO COVER � , ' CONCRETE SLABS TO BE COMPACTED TO 95% OWNERS RELATIVE DENSITY. THE GLAZED OPENINGS OF THE PROJECT: o FASTENER TYPE: 1/4" LAG SCREW BASED ANCHOR WITH R & DIANE FOOTE 1 ,621 SF WALTER 22 BROAD STREET 7. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2-INCH EMBEDMENT LENGTH, SCREW SPACING: 16 INCHES, E� GREENPORT, NY 11944 SUPPORTED BY DOUBLE UPRIGHTS, 9.0 FT AND OVER TEL: 917-991-6470 BY TRIPLE UPRIGHTS. ALL HEADERS TO BE 3 MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. WINDOW SCHEDULE B 0 8. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS PROPOSED WINDOWS ARE ANDERSEN PRODUCTS 200/400 SERIES. ;r ;; '; i a y 9. PROVIDE FLASHING AT ALL ROOF BREAKS, GLASS TO BE HIGH PERFORMANCE LOW-E GLASS / r' CHIMNEYS, SKYLIGHTS, EXTERIOR DOORS, WINDOWS SCREENS TO BE PROVIDED FOR ALL WINDOWS AND DOORS ST' > 289 SF e AND DECKS ETC.. HARDWARE - METRO COLLECTION: ANVERS, SATIN NICKEL FINISH W INTERIOR FINISH: WHITE, PRE-FINISHED , ' -- `•` 21 rn 10. DO NOT SCALE DRAWINGS. EXTERIOR COLOR: BLACK :9 , ( LP • �• - ALTERNATE ANDERSEN WINDOW SERIES: A SERIES •. ' •0 11. DESIGN CONSULTANTS OR RECORD ARCHITECT ENGINEER ARE NOT RESPONSIBLE FOR THE Mark Size Description Quantity INSPECTION, SUPERVISION, OR ADMINISTRATION OF , THIS CONSTRUCTION PROJECT. FEDERAL, STATE FAl NLGD16080-4 GLIDING PATIO DOOR - LR 1 • - AND LOCAL ZONING AND BUILDING CODE COMPLIANCE ® NLGD4380S STATIONARY GLASS PANEL - LR, MudRm 4 •••• • • '• 1 SHALL BE THE RESPONSIBILITY OF THE ,' •,�p , ,',', s CONTRACTOR. © NLGD8080 GLIDING PATIO DOOR - BRs, KITCHEN 4 .• ,• �, © CX16 / A281 CASEMENT over AWNING - MBR, BATH 3 6 ±. ` EP 12. THIS DRAWING IS AN INSTRUMENT PREPARED TO OD AXW41 AWNING WINDOWS - BR2, BR3, BATH 2 3 ` FACILITATE CONSTRUCTION AND SHALL NOT BE Q CONSTRUED AS A CONTRACT BETWEEN BUILDER AND EE] 3080 ENTRY DOOR, SOLID WOOD, painted 1 f 00 OWNER. Q FW029BOAR UTSWING HINGED PATIO DOOR - SPA 1 N 13. THIS STRUCTURE HAS BEEN DESIGNED IN COLOR BLACK; SPECIAL ORDER) o o N ACCORDANCE WITH THE NEW YORK STATE ENERGY © CW145 CASEMENT - 2ND FLOOR BR, EGRESS 1 w o 0 CONSERVATION CODE. DRAWING SCHEDULE Z Q �W DATE: 12/18/2018 14. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 1,621 SF ONE-STORY ADDITION TO AN EXISTING COTTAGES SCALE: t/is° = t'-o° CHANGES PRIOR TO AND DURING CONSTRUCTION. A-1 TITLE SHEET - DESIGN CRITERIA - GENERAL NOTES ; ;,;' '•, EXISTING STRUCTURE TO BE RENOVATED TO COMPLY WITH CODE TITLE SHEET 15. ELECTRICAL AND MECHANICAL COMPONENTS TO BE A-2 SITE PLAN NEW SEPTIC SYSTEM FOR A 4-6 BEDROOM HOUSE GENERAL NOTES DESIGNED AND SPECIFIED BY OTHERS. A-3 FOUNDATION PLAN '• r ; ' ' ' N DESIGN CRITERIA A-4.1 PROPOSED FULL 1ST FLOOR PLAN 16. CONTRACTOR SHALL OBTAIN ALL PERMITS AND A_42 ELECTRICAL IST FLOOR PLAN UILDING PERMIT APPLICATION DWG. NAME INSURANCE NECESSARY TO PROTECT THE ENGINEER �o AND OWNER. A-5 CROSS SECTION A-6 ELEVATIONS A-1 17. DO NOT BACKFILL AGAINST FOUNDATION WALLS A-7 CONNECTORS, CRITICAL PATH - ©� DWG. NO UNTIL FLOOR SYSTEM INSTALLATION IS COMPLETE. A-8 NAILING SCHEDULE, FRAMING NOTES OLD ORCHARD LANE PROPOSED DRYWELL CALCULATIONS FOR ROOF RUN—OFF ZONING CALCULATIONS ADDITION RUN—OFF CALCULATION FOR 2" OF RAIN TO BE CONTAINED ON SITE LOT AREA = ca. 26,381 SF = 100.00% ROOF AREA = 2,550 SF 100% run—off coefficient = 425 Cu.Ft. EXT'G BLDG. COVERAGE = ca. 289 SF = 1.09% PROP. BLDG. COVERAGE = ca. 1,621 SF = 6.14% PROPOSED (2) 8' DIA. x 5' DEEP DRYWELL at 211.1 Cu.Ft. each PROP. POOL COVERAGE = ca. 640 SF = 2.43% WITH GUTTER LEADERS FOR ROOF RUN—OFF (TYP ) TOTAL BLDG. COVERAGE = ca. 2,550 SF = 9.66% FOOTE MAX. BLDG. COVERAGE = ca. 5,276 SF = 20.00% RESIDENCE SURVEY BY PECONIC SURVEYORS, P.C.— DATED: 10/11/18 w 500 GAL %/ PROPOSED ADDITION IFO EXISTING STRUCTURE EAST MARION, NY in-ground GAS TANK 239.20' 845 OLD ORCHARD LN XT'G EL.=28.1' 4' POOL FENCE EXT'G EL.=27.6' o o ARCHITECT • • b• o I FRANK UELLENDAHL • c� o m 123 CENTRAL AVENUE N o P.0.80X 316 '. GREENPORT, NY 11944 • - — L TEL: 631-477 8624 8x5,-DRYWELL127 83' OWNERS o WALTER & DIANE FOOTE o OUTDOOR SHOWER o 22 BROAD STREET NY 11944 GRAVEL DRIVEWAY 8' - o OPEN TO THE 5KY 00 GRTEL::P9117-91 6470 EP — LP CONC. PATIO CD Ln z \ST l% / - POOL PERMIT TO BE o I b Q L-Ljo , , ,,� - FILED SEPARATELY BY o o r �� U b_ o \ f - _ POOL CONTRACTOR PROPOSED/;-, ff'•1-STORY ADDITION:S CONC. wwl -=PPL PATIO =40'x16'-POOL= FLOOD ZONE X ! -� FF. EL=281'///-/ @ GRADE �- 0 a �2-STORY 10' O WD FR. HOUSE FRAMED OUT HOUSE F.F. EL=28.1 ,'f '/, �' ' �' ,f - �,� � �;.� TO BE REMOVED AND a 57.3' 20;2' °/�8.5' ;f'� i%'% _- FILLED I 40 FRONT YARD EXT'G 14.2'x6.4' ` 8x )DRYWELL_ Q REAR YARD ATTACHED SHED ¢ 0 Ln I _•_ _ _ TO BE DEMOLISHED o o INCL. EXT'G WELL EL.=24_5' •_.e._. _• 4' POOL FENCE _. N ..._...—..._... ._._._. EXT'G EL.=26.7 o N 239.20' N z W DATE: 12/18 2018 SCALE- 1" = 20' 3 z Y C PROPOSED SITE PLAN SITE PLAN SCTM# = 1000-31-07-18.1 DWG. NAME TOWN OF SOUTHOLD 114 SUFFOLK COUNTY, NEW YORK DWG, NO A-2 SCALE: 1" = 20' 6x6 TRT'D POST ON 12" DIA. SONOTUBE � � PROPOSED ON 24"x24"x12" PD. CONC. FOOTING m ADDITION 58'-0" � — — — — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — — — — — o - r II ALL (4) 2x6 POSTS ABOVE IIU TO BE STRAPPED TO FOUNDATION WALL I % I t' 16x8 VENT, TYP. oI I I I o I I FOOTE ' I I I I I I RESIDENCE C-Do I I (3) 2X10 flush BEAM (3) 2X10 FRAMING I I I UNDER WALL ABOVE UNDER WALL ABOVE�I m i I U _ U I o ' I ocm EAST MARION, NY x x ; I I II N I E 845 OLD ORCHARD LN II I . I 8x16 CMU R, TYP. o AT GRADE I 28x 12 PD. CONC. FTG. - -1 I o o ARCHITECT SLAB I 14" CONC SLAB ON I j '_' '_' '. 'e L J e' •-• . _L — J L J L N FRANK UELLENDAHL l ; I m 123 CENTRAL AVENUE IJ 4" GRAVEL BASE I ;- I (3) 2X12 GIRDER o P.O.BOX 316 " " " '-10" 1'-4" 12'-10" 1'-4" 12'-10" 1'�4" 12'- " 1 -4 16 x12 THICKENED SLAB � GREENPORT, NY 11944 AROUND PERIMETER I TEL: 631-477 8624 C) iF LCI OWNERS I ; OWNERS CRAWL SPACE I I U I z WALTER & DIANE FOOTE m22 BROAD STREET 2 CONC. SLAB GREENPORT, NY 11944 v ON 6 MIL POLY VAPOR BARRIER I TEL: 917-991-6470 ON COMP. GRAVEL I I o ' 16x8 VENT, TYP. N I I x c �, I 32"X16" ACCESS OPENING I I 16x8 VENT, TYP. I I ,; L 'BASEMENT WINDOW, TYP. _ _ _ _ _ __ J '; I �y ) - -, '- - - - -/; J L — J — — — — — — — — „ — — — — — — — — — L,— �- — — — — — — — r � r 13-4 I I SLAB AT GRADE I I o MECH. RM. 4" CONC. SLAB ON NEW CLG.HGT.; T-0" y I1,_4"I 4" GRAVEL BASE I I BASEMENT I -' I a ^� 16"x12" THICKENED SLAB �, I I 4 CONC. SLAB W/ 6X6 10/10 WWMIN CRAWL SPACE FOUNDATION AROUND PERIMETER HOUSE TRAP ELT PANEL--f go 3 4" SUBFLOOR, NAILED AND GLUED I I I N EXT'G DUTCH WALL 2X10 FLOOR JOISTS @ 16 O.C. SEPTIC LINE — 6wI ; �� 6" t4'-6" g L — — — — — R„23 STONE WOOL INSULATION L — — — — — L_0 2"X6 TREATED SILL 1Y'_° G�f'p � z 2 CONCRETE RAT SLAB ON �y0 AVEL 8"MIL PO POLY URED CONCRETE WALL W WITH #5ON PV RT CAL FFcT�ic REBARS @ 24 O.C. w SF,pG N 1'-4" X 8" POURED CONCRETE FOOTING WITH %F 3-#4 REBARS - 3” ABOVE BOTTOM OF FOOTING N 1/2"X12" ANCHOR BOLTS @ 46" O.C. m 2' RIGID FOAM INSULATION ON INTERIOR WALL (optional) EXISTING a DATE: 12/18/2018 BITUMINOUS DAMPPROOFING TO GRADE CRAWL SPACE SCALE: 3/16" = 1'-0" SILL SEAL AND COPPER TERMITE SHIELD N Y o N ® NEW WALL FOUNDATION NOTES O EXISTING WALL m¢ FOUNDATION PLAN = REMOVED WALL N N STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 --- DWG. NAME READY MIX CONCRETE. o ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON DWG. NO G 14'-3 1/2' FOUNDATION PLAN A-3 UNDISTURBED SOIL. ©� ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED. SCALE: 316" = 1'-0" tit [ it Fit ( itllt lillllllllllllllllll ltllll lllllllllllillllllllllllllllllllllllllllllllll'tlllllillllllllll � PROPOSED lllllllllllllllllllltllltllllillillllllllllllltllllllllllllilil mLl ADDITION llllllllllllllllllllllill" '," '," " ' tllllllllllllltllilllllllll � - lllllllllllllllllllllllll'40x16P00Ltllllllllllllilllllltllt111 � - 111111111 11 111 111 11 11111 1 11 11 1 111111111111111111 1 v � g FOOTS PLANTER / BENCHPLANTER / BENCH RESIDENCE N CONCRETE PATIO 0 540 SF EAST MARION, NY 59-0° = 845 OLD ORCHARD LN 14'-11/1° 4 2° 8'-0° 44,42- 14'-112' 20'-1 1/4' 15-9 3/4°(R.O.) 5'-7 1/4' z (3)1,75°x14'LVL HEADER _ _ 6' POOL/ DEER FENCE o ARCHITECT _y -y (4) 2x6 POST (4) 2x6 POST g FRANK RAL AVENUE 123 CEN 1. MBR BR 2 0 CENTRAL 6'-0' GREENPORT, NY 11944 1.75°x11-7 8" LVL C.J. ® 16" D.C. 1.75"x11-7/8" LVL CJ. @ 16" O.C. z11-7 8" LVL C.J, ® 1 ° D.C. o TEL: 631-477 8624 WITH BRIDGING WITH BRIDGING WITH BRIDGING REF. ? ( OWNERS WITH (2)z1/2�/FLITCH PLATES WALTER & DIANE FOOTS CONC, PATIO 24' 12'j2', s 22 BROAD STREET GREENPORT, NY 11944 — b --T7- TEL: 917-991-6470 DR / LR aI ! c 6' POOL / DEER FENCE DWI I O O 1 V 1=g 1. x11-7 8" LVL C.J, C. 16" D.C. z pr Ft7l � WITH BRIDGING z 1.75°11-7 8" LVL C.J. ® 16" O.C. Y 1.75"x11-7/8" LVL u. ® 16" O.C. _ BR 3 WITH BRIDGING WITH BRIDGING ff o SHOWER SPA (4) 2z6 POST (4) 2x6 POST w J 15'-9 1/2' o . o MUDROOM Z BATH3 42"X42" CONC. PATIO I ®M �. STEEL DOOR j o SHOWER I s W EXISTING ADDITION INCL. WELL TO BE DEMOLISHED z --- - g I IF 0 �- L-1 m W N D Z CJ W W W DATE: 12/18/2018 EXT'G STRUCTURE SCALE: 118° TO BE RENOVATED 3 = 1'-0" WW y NEW WALL FLOOR PLAN W y 'v W W W W O EXISTING WALL m REMOVED WALL DWG. NAME PROPOSED FLOOR PLANA -k y w -k . W 'k W W W W W W. SCALE. 1/8" - 1'-O" v W W W y W 14'-31/2' W .y W _ 58'-D" " 14'-1 t/2" 4,d12- 4 1 2" 14'-1 1/2" p PROPOSED W ADDITION © NLGD8080 A2 NLGD4380S FA l NLGD16080-4 A2 NLGD4380S © NLGD8080 0 _ --� x ;I (2) 1.75"x12" HEADER EADER m s D E (3) 1.75"x12" LVL HEADER s D (2) 1.15"x12" LUL HEADER HOSE I N � N o FOOTE z 'I Ac MBR BR 2 = 0 � RESIDENCE S D IC) DINING AREA s ° N W AC REF. � HVAC N flush with ceiling EAST MARION, NY CONC, PATIO �, cFl _ 4080 24 -4 845 OLD ORCHARD LN open to the skyALTEf NATE " curved)ISLAND N — — — 7D00354 o o ARCHITECT ❑ 4-0pe dant I LIVING AREA N _ I 2680 2680 I , c� �� i N FRANK UELLENDAHL CLG.HGT.: 10—0 �* m 123 CENTRAL AVENUE I I o = — — — BATH2 32x60 P,O.BOX 316 N I I pgant I r> HW FLOOR OR TILES N GREENPORT, NY 11944 � I � 3080 w TEL: 631-477 8624 co 0 0 — — I p °n�� OWNERS gSE 2'-7' - HVAC med.cab. ed ab. � � .� � WALTER & DIANE FOOTE DW w ��, 22 BROAD STREET HBo _ ' GREENPORT, NY 11944 LSHER I66"GFI GF, `�' L L s p BR 3 3 10 TEL: 917-991-6470 �zm I Y to -. S D N SPA o 1' " r ' ` J � ' a 2 1.75"x12" LVL HEADER RETURN 3-10 4�1�2" 6-1 ( ) ( ) ® 2 1.75"x1 HEADER rC FI 6 s � FE CX16 CX16 B NLGD8080 © A281 A281 © A2 NLGD4380S N 42 . MUDROOM ❑ 0 o o BATH3 42 X42 � CLG.HGT.: 8'-0' N f� STEEL DOOR 1= _ , Z 4"CURB u O 6'-0" F4, 2'10" - w CD I HOSE CONC. PATIOLLJ 3oeo wooD —I I " BIP s 9 z ER Nz W _ D Q N to ❑ F-71 F1- W N 3'-10" 1'-10" 4'-9" ELECTRICAL LEGEND AE Q DUPLEX RECEPTACLE OUTLET Fs7D-1 SMOKE DETECTOR QUADRAPLEX RECEPTACLE OUTLET co CO DETECTOR EXT'G STRUCTURE W DATE: 12/18/2018 SCALE: 3/16° TO BE RENOVATED = 1'-0" OWPWATER PROOF RECEPTACLE OUTLET D TELEPHONE ELECTRICAL PLAN FIGROUND FAULT INTERRUPTOR OUTLET® TELEVISION, CABLE DEN N ® NEW WALL �,o FLOOR PLAN - SURFACE MOUNTED CEILING FIXTURE X CEILING FAN W. LIGHTs D N D EXISTING WALL +SURFACE MOUNTED WALL FIXTURE © ———— REMOVED WALL N� $ FLOOR RECEPTACLE OUTLET a DWG. NAME SWITCH ❑F EXHAUST FAN UP TO BR 4 $D DIMMER SWITCH LED STRIP LIGHTS EGRESS WINDOW CW145© PROPOSED FLOOR PLAN A-4.2 HIGH HAT FIXTURE �Z EXTERIOR LIGHT TO BE INSTALLED IN » ®� DWG. NO { DIRECTIONAL HIGH HAT TH. THERMOSTAT RADIANT HEAT HBIPE WALL ABOVE MUDROOM SCALE: 3/16 = 1 -0 / MON ON 2ND FLOOR 14'-3 1/2" PROPOSED ROOF CONSTRUCTION WALL CONSTRUCTION m ADDITION w iE PROVIDE NEW EPDM ROOF MEMBRANE BY 'DUROLAST' C-4 2x6 STUDS @ 16" O.C. WITH FIRE BLOCKING UPON 5/8" PLYWOOD DECKING a a R-23 STONE WOOL INSULATION UPON TAAPERED 2x4 SLEEPERS @ 1/4":12" PITCH 5/8" CDX PLYWOOD SHEATHING UPON 1" RIGID INSULATION-FOAMULAR BY OWENS CORNING TYVEK HOUSE WRAP OR 130 FELT PAPER Z F®®1'E UPON 3/4" CDX PLYWOOD SHEATHING a a RED CEDAR SHINGLES, 6 EXPOSURE, 1.75"x16" LVL C.J. @ 16" O.C. WITH BRIDGING @ 8' O.C. - PAINTED OR STAINED: CHARCOAL GRAY RESIDENCE R-13 2" CLOSED CELL FOAM INSULATION R-30 STONE WOOL INSULATION ALTERNATE SIDING OPTION: w (e.g. ROXUL COMFORTBATT RESIDENTIAL) 48' VERSATEX - BOARD AND BATTEN DESIGN APPLIED OVER MOISTURE BARRIER AND EAST MARION, NY INSTALL DRIP EDGE AS REQ'D VERTICAL TRT'D LATH FOR VENTING AND DRAINAGE Q 845 OLD ORCHARD LN ROOF RUN-OFF TO ALUMINUM GUTTER AND LEADERS CONNECTED TO DRYWELLS ^ ALL INTERIOR WALLS TO HAVE SOUND INSULATION 0 HURRICANE CLIP EACH ROOF RAFTER TO z ARCHITECT WALL STUD CONNECTIONROOF PITCH: 1/4" PER 12" FRANK UELLENDAHL 123 CENTRAL AVENUE o P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 W OWNERS WALTER & DIANE FOOTE HURR►CANE CLIPS EACH 1.75"x11-7/8" LVL C.J. @ 16" O.C. 22 BROAD STREET 11944 (2) 2X6 TOP PLATE TO RAFTER CONNECTION I (3) 6.25"x11-7/8" LVL FLITCH BEAM 3 GR�NP9 7_991 6470 (3) 1.75"x 11-7/8" LVL HEADER WITH (2) 1/2' FLITCH PLATES Y . " :i 2" CLOSED CELL FOAM INSULATION (R-13) I I 5/8" GYPSUM BOARD AGAINST PLYWOOD SHEATHING I I 2x6 WOOD STUDS @ 16 O.C. AND R-30 BATT INSULATION w/ R-23 STONE WOOL INSULATON r — — — _L_ J__ — — — — 26 FIRE BLOCKING C-5 LIVING ROOM I I GAS FIREPLACE -- 0 FLOOR CONSTRUCTION o 32 96" o SOLID CORE POCKET DOOR I 606 CERAMIC TILES 6" CONC. SLAB DRYWALL RETURN AT ALL POCKET DORS— — — — — — — — J ON 1 4" DUROCK BOARD W 6X6 10/10 WWM 2C.0ON THINSET MORTAR BED 9 g ON CA, 7" GRAVEL BED NON 3/4" SUBFLOOR o ON COMPACTED SOIL 1/2"x2.25" SQUARE BASE MOUDLING Z7 T&G NAILED & GLUED GRADE EL.=26.7' F.F. EL.=28.1' o o= z .• ' ..*'.M.••1.� ��•,?� �� ;;' �J.;,.rim � ' �% .::�,�'rr.J. C,p ',�,.R.�:..;:s�^;; v �� 26 TREATED SUBSILL 2x10 F.J. @ 16 O.C. ';, 111=III=111=1 1=111-111•-III-11 W DATE: 12/18/2018 I-LI I-1 I t=1 11=1 11 R-23 STONE WOOL INSULATION I—I 11=—1 I I-I 11=1 11=1 I t=1 I I-1TI- i i l J l l-1 I i=1 11=1 I I—I 11=I I _III—III I I 1=1 11=1 11=1 11=1 11=1 11=1 I I=► �, SCALE: 3/8° = 1'-0' VENTED (3) 2x12 F.J. 16" O.C. -III-_ III=III CRAWL SPACE STRAPPED SECURELY TO 8x16 MASONRY PIER %;' III—III=III-��' " ; ;' 1=1 I 1=,1 I►- ' �z CROSS SECTION z I I;I I I :; , ; 2 RAT SLAB DWG. NAME ' — — — — — — — — — - 28"x22"x12" ' , ' - — — — — — — — PD. CONCRETE FTG. A-5 26'-0" SECTION A-A NO SCALE: 3/8" = 1'-0" a PROPOSED • m ADDITION E a E E E E ry 8 E E E E E E FOOTE E E E � � E t E RESIDENCE ZF E E E E E E E E E E EAST MARION, NY E E E E Q 845 OLD ORCHARD LN Fit[full IIII'll 111111 cn MIMI E1,11 I L11 LI flAt if 11 111111 1111 L11 11 H U ILML 11CDz I LLIUI full lilt 11 JILL It Jill 111 11 lilt k 11 IIIII fill 11 lilt 11 lilt 11 IIIF I HU ILILUlf ARCHITECT lilt]111111 ItIll III it IIIIII Lill z 111111 111111 111111 11 m Lilt 1111111 ___7 I / �_ FRANK UELLENDAHL m o 123 CENT RAAVENUE OLBOX 316 GREENPORT, NY 11944 -Hall'III I Jill 111111 IILIJI 111111 uII I HILL 111111 BULL Elm 11 Ilullill TEL: 631-477 8624 11, 11111 111111 1161_4�HIEMII 11 lilt 11 lilt 11 till 11 UII 11 lilt 11 lilt 11 0 0 OWNERS J WALTER & DIANE FOOTE NORTH ELEVATION SOUTH ELEVATION 22 BROAD STREET SCALE: 1/8" = 1'-0" SCALE: 1/8" = 1'-0" 3 GREE: 917 9 11944 TEL: 917-99 1111111 LILLILMILLI III U_LI it 1111LI 1111 1 111111 1111 1"111 11111 lilt I Ili 11 1111 1 IR Lill I Jill][JIM 11 LIHILt _HI lilt lilt 11 lilt 11 H 11 111 11 if u RAJ I IIIIII Jill it lilt 11 M w 5 " v ~' w �dL i G {GQ' li-WI null Hull fill Ultl I IIIJ 11 11P if III �511 Jill 11 1111 it fill 11 Lill . _ V 111 11 1111 11 it 11 It III ZD � Q D oo w WEST ELEVATION SCALE: 1/8" = 1'-0" a � U E N mT/0 ROOF SW SIDE a ry G GUTTER THIS SIDE ONLY w DATE: 12/18/2018 N SCALE: 1/8" = 1'-0" Lill uun Jill if ILI 11 IILIII "Lill IIIIIIIIz �o ELEVATIONS m� o� DWG, NAME A-6 EAST ELEVATION ® DWG. NO SCALE: 1/8" = 1'-0" PROPOSED ADDITION . W GRAVEL (optional) o HURRICANE CLIP ICE SHIELD UNDERLAYMENT TYPICAL. 1/4":12" PITCH ENTIRE FLAT ROOF LATERAL AND OSHEAR T CONNECTION FOOTE WFCM TABLE 3.3 A - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 10 FT WALL HEIGHT N 4-8d COMMON NAILS (TOENAILED) REQUIRED RESIDENCE IN EACH RAFTER AND TOP PLATE W g CJ SIMPSON H2A HURRICANE EAST MARION, NY CLIP NAILED. FROM PROVIDE 8d COMMON UPLIFT STRAP CONNECTION REQUIREMENT g45 OLD ORCHARD LN RAFTER TO STUD. - NAILS @ 4" O.C. AT TYPICAL ALL RAFTERS EXTERIOR EDGE OF ALL ROOF TO WALL 5 - 8d NAILS EACH END SHEATHING. WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT. TO TABLE 3.3) - 26 FT ROOF SPAN W z 8-8d COMMON NAILS IN EACH END OF ARCHITECT APA RATED PLYWOOD TO 1-1/4" X 20 GAGE STRAP OR HURRICANE CLIP o EXTEND TO TOP OF TOP BASED ON 16" O.C. FRAMING SPACING FRANK UELLENDAHL PLATE. 0 123 CENTRAL AVENUE P.O.BOX 316 UPLIFT STRAP CONNECTION REQUIREMENT GREENPORT, NY 11944 WALL TO FOUNDATION TEL: 631-477 8624 WFCM TABLE 3.3 B - (PRESCRIPTIVE ALT.TO TABLE 3.3) - 26 FT ROOF SPAN OWNERS 8-8d COMMON NAILS IN EACH END OF oWALTER & DIANE FOOTE 1-1/4 X 20 GAGE STRAP Z 22 BROAD STREET GREENPORT, NY 11944 (2) 1 1 4" WIDE - 20 GAGE Y TEL: 911-991-6470 METAL STRAPS AT DOORS FOR SILL PLATE TO FOUNDATION ANCHOR BOLT HEADER TO STUD CONNECTION CONNECTION RESISTING LATERAL & SHEAR LOADS AND FOUNDATION TO STUD CONNECTION ouE WFCM TABLE 3.2 A - (PRESCRIPTIVE ALT. TO TABLE 3.2) 5/8; ANCHOR BOLT @ MAX. 72;; O.C. OR r U 1/2 ANCHOR BOLT @ MAX. 46 O.04b 4 1 1/4" WIDE — 20 GAGE t� TAL STRAP @ 48' OC. N r W _ MUM. ACO SIML PILATE SILL PLATE TO FOUNDATION ANCHOR BOLT WR 1 ST FLOOR TOP OF FOUNDATION CONNECTION RESISTING UPLIFT WFCM TABLE 3,2 B WRAP + NAIL STRAPo fr ( 4 - 4d NAILS ) 2x6 WOOD STUDS @ 16" OC MAXIMUM ANCHOR BOLT SPACING: 72 INCHES �� 1 AROUND SILL PLATE AT ANCHOR BOLT 1 1/4" WIDE — 20 GAGE METAL STRAP @ 48" OC. 5 — 8d NAILS LAPPED UNDER SILL PLATE R.O. FOR 16'-0" SLIDING DOOR WITH (2) JACK STUDS 5 W NAIL SHEATHING TO SILL PLATE ' 8d NAILS @ 4" O.C. i� ° 2 x 8 SILL PLATE ° ° ° ° ° ° ° °° ° ° ° 14 Dp ALUMINUM TERMITE FLASHING a e . e °p a -D e p J ° D ° 'p (2) #4 KEBABS �• D A e pD. e ° a Doe p _ ti D ° A. ° e Dep .e •, e D a D e p p O° �b• A D p ° D C C CRAWL SPACE p = 1/2" X 12" A.B. @ 46" OC. D e r P z •D D o w/ 3"X3"x3/16" FENDER WASHER. •m a ', a B' a ep e, e >• N (max. 12" from end of sill plates), ° ° ° D d b D eDcD. .2" RIGID INSULATION (OPTIONAL) VERTICAL REBAR " D e ° °a' P4 PROTECTED BY 1/2CEMENT BD o �O DATE- 12/18/2018524" O.C. e. °,°e0 e SCALE: N.T.S 2" POURED CONC. SLAB a 8" P.C.FOUNDATIONCS D W/ 1'-4" X 8" CONT. FTG. e D p' 0 D.° p °G D ° r CONNECTORS ° ° e e° CRITICAL PATH O (3) #4 KEBABS : D p o ° p e d• p p ° .e a,D e e• D ° ° tF= DWG. NAME SECTION ELEVATION CONNECTIONS g A-7 ®� DWG. NO HOLD DOWN + SHEAR CONNECTION CRITICAL PATH PROPOSED . . FRAMING NOTES NAILING SCHEDULE TABLE 3.1 - WFCM D ADDITION w 1. ALL FRAMING LUMBER _ SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing o DOUGLAS FIR—LARCH STRUCTURAL GRADE No. 2 OR ROOF FRAMING z BETTER. X Rafter to Top Plate Toe—nailed) — all Height; 10 ft, Spacing 16" O.C. (Table 3.3A) 4 — 8d per rafter E5 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" Ceiling Joist to Top late (Toe—nailedd n/ per joist El MIN. THICKNESS OR AS NOTED. Gelling Joist to Parallel Ra ter (Fop—nailed n/aa each lap FOOTS Ceiling Joist Laps ovQr Partitions Face—Waned) n/a each lap 3. ALL SUBFLOORING TO BE APA RATED STURD—I—FLOOR, Collar Tie to Rafter (Face-nai ed) n/a per tie �, EXPOSURE 1, 3 4" MIN. THICKNESS. ALL EDGES OF Blocking to Rafter ( o —nailed 2 — 8d each end �, PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Rim Board to Rafter End—nai ed) 2 — 16d each end RESIDENCE NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING E 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED Top Plate to Top Plate (Fac —nailed) 2 — 16d per foot EAST MARION NY WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plates at ntersections Face—nailed) 4 — 16d joints—gach side w , TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A Stud to Stud Face—nailed) 2 — 16d 24 o.c. 845 OLD ORCHARD LN MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Header to Header (Face—nailed) 16d 16 o.c. along edges 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End—nailed) 2 — 16d per 2x4 stud z AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 — 16d per 2x6 stud z ARCHITECT 2 — 16d per 2x8 stud ® 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR o � FRANK UELLENDAHL CIRCULATION IN ROOFS. Bottom Plate to Floor Joist,Bandjoist,Endjoist or Blocking (Face—nailed) 2 — 16d per foot m 123 CENTRAL AVENUE o P.O.BOX 316 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FLOOR FRAMING GREENPORT, NY 11944 stairs etc. ) OR AS NOTED ON DRAWINGS. TEL- 631-477 8624 Joist to Sill Top Plate orirder (Toe—nailed) 4 — 8d per joist 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Bridging to Joist Toe—nailed 2 — 8d each end OWNERS PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist (Toe—nailed 2 — 8d each end Blocking to Sill or Top Plate ( Toe—nailed) 3 — 16d each block o WALTER & DIANE FOOTE 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Led er Strip to Beam (Face—nailed) 3 — 16d each joist 22 BROAD STREET Jois on Ledger to Ream (Toe—nailed) 3 — 8d per joist GREENPORT, NY 11944 WITH RATED GALVANIZED METAL CONNECTORS BY Band Joist to Joist End—nailed) 3 — 16d per toast "TECO" OR APPROVED EQUAL. Band Joist to Sill or Top Plate (Toe—nailed) 2 — 16d per foot TEL: s17-s9t-6470 Y 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. ROOF SHEATHING � BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS a SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. Structural Panels 8d 4" o.c.perimeter zone W 4 tiU,E`�! ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 o.c. edges of panel, 12 o.c. interior n r 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d ® 4" of panel r '' Diagonal"Board Sheathing " O.C. EXTERIOR EDGES AND 6 d ® 12 o.c. 1„ x 6 „or 1 x 8 2 — 8d per support �• INTERMEDIATE. 1 x 10 or wider 3 — 8d per support v 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING CEILING SHEATHING r f AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7 edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING AND STUD WITH GALVANIZED HURRICANE TYPE a CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Structural Panels 8d 6„ edge / 12" field Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER ” " s 1 / 16 6d 3 edge / 6 field CONNECTIONS. � 25 / 32" 8d 3" edge / 6" field 13. ALL PRE—ENGINEERED LUMBER SHALL BE GEORGIA PACIFIC GPI SERIES WOOD—I—BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND Hardboard 8d 6" edge / 12" field HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12 field N AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 — 8d per support N BEARING POINTS AT A MINIMUM. 1" x 10" or wider 3 — 8d per support HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS FLOOR SHEATHING DATE: 12/18/2018 RECOMMENDATIONS. Structural Panels Z SCALE: N.T.S 14, ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6" edge / 1�" field 4 GALVANIZED MACHINE BOLTS @ 12" O.C., greater than 1 10d 6 edge / 6 field Diagonal Board Sheathing Nailing Schedule 1: x 6""or 1" x 8" 2 — 8d per support N� FRAMING NOTES t2' t2' 12° tZ• 1 x 10 or wider 3 — 8d per support T DWG. NAME OR; TRUSSLOK CONNECTORS BY 'FastenMaster' ® 16" O.C. "Nailing requirements are based on wall sheathing nailed 6" on—center at the panel edge. If wall sheathin is nailed A—$ �ers shall ®� be doubled,,, or alternate connectors , such as shear plates , shall be used to maintain the load path. DWG. NO E When washeathinq�is continuous over connected members , the tabulated number of nails shall be permitted to 16- 16' be reduced to 1 — 16d nail per foot. N SURVEY OF PROPERTY AT EAST MARION TOWN OF SOUTHOLD tf SUFFOLK COUNTY, N. Y. �;4 0 � 1000-31-07-18.1 g 26� SCALE.- 1'-30' K AIl` DECEMBER 16, 2015 r ji t DECEMBER 22, 2015 (PROPOSED ADD1770N) c OCTOBER 11, 2018 (PROPOSED ADD1770N) O SSOS *� Nom 7,�f� PROPOSED SEPTIC SYSTEM 0, Ao O (4 BEDROOMS) � 250 GALLON PS � OANK�X �� �lPO WIIFI 3' SANS CALLAI 3'MMf--ABQkE__ GROUND WA7ER a EXISTING CESSPOOL TO BE REMOVED OR FILLED, IN TO SCDHS SPECS -- ,%%'' � � 63.29 `'Q.: - - •;�=� -_._ CS CS\\\ Z V Za1• `'�• 16 f SE p �0 ,� OUSE RGPp'(ZO ow 5 Opp �� J,' 6.2� N •`J � REM l4 \ N ERPMRtiMP� 2a 1 X0.281 /� 10C ID 6 r� \ O �•(0 ��• e FFA �� .-' OAJ 0 9991 G 1p 1\ �a r �/ Nso�G�• t,. ��`~S� .... .....` . .'.`..-..:.._..._...�_v.' l,. .,..�'.L...tl.`....n_i_...�� ,..tM, "p.._..._ti_,.w� 40 O VH WS / \Ftp O ayT O`er ` •Zg CJ`� .. ...t .,,Wi.,.._ .., t� n \ o, 0 3• .td� 63 ,�g�S \ �o n �� OVHWs - QCs O ��. < AE -13 V3 RAIN RUNOFF CONTAINMENT.- HOUSE ONTAINMENTHOUSE ADDITION: 1,526 Sq. Ft. 1,526 x 0.17 x 1 = 260 Cu.Ft. 260/42.2 - 6.16 VF Provide 1 DW 8'0 x 7' Deep= 7 V7" Connected by Gutters & Leaders O MAP OF SEC77ON 7HREE GARDINERS BAY ESTA 7FS TEST HOLE DATA \ FILE NO. 5083 MCDONALD GEOSC/ENCE 10/08/15 \ %% FLOOD ZONES FROM FIRM J610JC0177H DARK BROWN LOAM OL OF NEV ELEVA77ONS REFERENCED TO NAVD 88 — 0.5, : ■=MONUMENT BROWN SILT ML A=STAKE SET m=7FST HOLE ; .. ANY ALTERATION OR ADD/110N TO THIS SURVEY /S A VIOLATION PALE BROWN f7NE TO COARSE SAND SW '� `� --. N.YS, UC. NO. 49618 OF SEC77ON 7209OF THE NEW YORK STA7E EDUCATION LAW. PEC N1 YORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77nCA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY/F 17' SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYORP.O. BOX 909 WHOSE SIGNATURE APPEARS HEREON. NOTE. NO WATER ENCOUNTERED AREA=26,381 80. FT. 1230 7RAVELER STREET 15-210 SOUTHOLD, N.Y. 11971 1