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Home My WebLink About44522-Z rr-r- Os�FeQldTown of Southold o� a� 5/13/2021 o� P.O.Box 1179 o _ rft 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42024 Date: 5/13/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4045 Narrow River Rd., Orient SCTM#: 473889 Sec/Block/Lot: 27.-2-2.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/16/2017 pursuant to which Building Permit No. 44522 dated 12/16/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement,attic storage area and accessoryygarage attached with breezeway as applied for. The certificate is issued to Spatny,Denise of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0052 6/9/2020 ELECTRICAL CERTIFICATE NO. 44522 11/16/2020 PLUMBERS CERTIFICATION DATED 4/26/2021nu e Berry Jr. ignature O�g�FfO TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY y�ol �ao� 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#: 44522 Date: 12/16/2019 Permission is hereby granted to: Spatny, Denise 15 Bobs Ln Setauket, NY 11733 To: Construct single-family dwelling as applied for per Trustees, DEC & SCHD approvals. Replaces BP# 42187 At premises located at: 4045 Narrow River Rd., Orient SCTM # 473889 Sec/Block/Lot# 27.-2-2.4 Pursuant to application dated 12/16/2019 and approved by the Building Inspector. To expire on 6/16/2021. Fees: PERMIT RENEWAL $1,249.20 Total: $1,249.20 A - It"'i g Inspector o�SU eco TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o� • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42187 Date: 11/29/2017 Permission is hereby granted to: Spatny, Denise 15 Bobs Ln Setauket, NY 11733 To: construct single-family dwelling as applied for per Trustees, DEC & SCHD approvals. At premises located at: 4045 Narrow River Rd., Orient SCTM # 473889 Sec/Block/Lot#27.-2-2.4 Pursuant to application dated 10/16/2017 and approved by the Building Inspector. To expire on 5/31/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,498.40 CO -NEW DWELLING $50.00 Total: $2,548.40 Buil Ins r- R FormNo.6 j.�n '' �i - 4 TOWN OF SOUTHOLD - 4'- l BUILDING DEPARTMENT ` _� ' t TOWN HALL APR 3 0 2021 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ;T�, .,,•�f;r; Y T,e 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: Z Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. J2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). ✓3. Approval of electrical installation from Board of Fire Underwriters. A 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. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00: 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00) Date. 4I 3-0 /Z t New Construction: V" Old or Pre-existing Building: (check one) Location of Property:, 4045 M-0 0,o vJ (b,iko 0(LI I;AJ- House No. Street Hamlet Owner or Owners of Property:; Suffolk County Tax Map No 1000,Section 2�"1 Block 2 Lot Z, Subdivision.-_S$Cl i L 42-53 AT,O Y5-r&Z- Pow!®S Filed Map. Lot: Permit No: #4 52L- Date of Permit.�_�-�" Ie Ot Applicant: tZ06ILit-1- S f vk` 3`/ Health Dept.Approval: R i 2q Underwriters Approval: Planning Board Approval: 1 &.06 t S Request for: Temporary Certificate , Final Certificate (check one) Fee Submitted:$ 42 V_f . — eA-%Q t? Applicant Signature oF so�,��®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �► ® �Q sean.devlinCp)-town.southold.ny.us C®UNT(,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Denise Spatny Address: 4045 Narrow River Rd city Orient st: NY zip: 11957 Building Permit#. 44522 section: 27 Block. 2 Lot: 2.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. DBA: Platinum East Electric License No- 34091 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt $5 Ceding Fixtures 49 Bath Exhaust Fan 3 Service 3 ph Hot Water Oil GFCI Recpt 13 Wall Fixtures 16 Smoke Detectors 3 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 11 CO2 Detectors Sub Panel 100x2 A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 57 4'LED Exit Fixtures Pump Other Equipment* Fridge, Gas Oven, DW, W/D, Sump Notes: NEW Two Story House w/Attached Garage Inspector Signature: Date: November 16, 2020 S.Devlin-Cert Electrical Compliance Form.xls JAN 1 5 2021 Alp Town Ball,53095 Main Road Fax(631)765-9502 P.C.Box 1179Telephone(631)765-1802 Southold,Nc%v York-11971-0959 BUILDING DEPARTMENT TOWN OF SOUMOLD. tC ER:E!F-H CAT!QPJ Date-.___ 3w1-1diP-gPe—rM:-t-1jO. Owner 7- -S-4,4 11V4 (1f ease prifit) Plumber. (Plewe pfmf) 1 cariffy that the solderusedin-lbe wate-r supply system con m;rte s less&m 2110 of No lead. Sworn to before ma,this day Of - 20 VICKI L BERRY Notary Public- State of New York No. 01BE6070081- Qualified in Suffolk County -Commission Expires INTomyPuMic., �)i)Lcouaty 29 2021 r�5 to Town Hall,53095 Main Rood ; {s- 1? ax(631)765-9502 ' Utz" ' ? P.Q.Box 2179 �sE rMphone(6 1)765-1502 Southold,New York 11971»0959 '3� B�7 l3ING DEP`A TW ENT TOWN OF SOUMOLD. CE TIF CAT!OIIJ Dale: 3u,:-Id;nb Pe--m7ftN0. y 2= Owner - (plewe } Plumber. C-- (please Ali) I certify that the solder used in€he waxer supply mem contains less Sm 2110 of 1% lead.. 2 (Pniibe a S-if s} swam to be o?e me ffis �3 day of _AP rl 20 VICKI`C BERRY Notal, Public Y- tao of'New York No. 01 BE6070081, Qualified in,Suffolk County r 0Commission Expires Notary Pub!,: q )0011 q so TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST Alib [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS- 6&J S ✓ : . �W-J lavik IS 0 l^ v �✓ o ry U fA DATE 3 INSPECTOR OF SO(/Ty�� TOWN OF SOUTHOLD BUILDING DEPT. `ycouff 765-1802 INSPECTMN ' ' [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION IV FRAMING /STRAPPING [ ] FINAL j ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: DATEqb-4INSPECTOR hO�aOF SOUTyo� * TOWN OF SOUTHOLD BUILDING DEPT. �ycourm, 765-1802 INSPECTION �1 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION )�LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: c"L, DATE ' I INSPECTOR vl �� aOE 50(/j�o * TOWN OF SOUTHOLD BUILDING DEPT. �ycn765-1802 INSPECTION [ ] FOUNDATION 1ST 6UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ZFIRESISTANT PENETRATION ELECTRICAL (ROUGH) [ RICAL (FINAL) CODE VIOLATION [ ING REMARKS: CAA U�sk_, C b��v 1)uci— j(CtjAp Tei& L DATE INSPECTOR OF SOOIyOIo ✓ � t f- ----- * # TOWN-OF SOUTHOLD BUILDING DEP . °`ycouH►v��' 765-1802 INSPECTION f "`] 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 REMARKS: `� i li�_9 1�►�I c i4F 61 DATE INSPECTOR oP souryolo # # TOWN OF-SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] !NgDLATIOWCAULKING = [ ] FRAMING /STRAPPING [ FINAL " [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIONn [ ] PRE C/O REMARKS: : l �ok� C tot �,/ / v� _ 1 Ian S DATE 'Yfi wb INSPECTOR ENERGY TESTING ys F' SERVICES LLc "The Best Energy is Saved Energy" 1648-A Locust Avenue Bohemia,NY 11716 631-244-2627 Fax:631-244-2629 www.energytestingservices.com j J _APR 3 0 2021 March 29 2021 .L Town of Southold s: 54375 NY-25 Southold, NY 11971 Re: 4045 Narrow River Road Orient Point N.Y. 11957 As requested by the Town of Southold, Energy Testing Services was retained by Robert Spatny to perform a Blower Door Test& Duct Blaster Test at the above said residence. Robert B Delfin ERS ater certification#2652967 performed above said test and found that the above reside has sati fied the NY State requirement 3 air changes per hour with the results of the Blower Doo t 2.8 air c anges per hour which more than passes the requirement.The above residence has also m nd exc ded a NY State requirement of 4%Duct Leakage with the results of 3.6%Duct Leakage. - If they is any further" form n that you need, please do not hesitate to contact us. T a you R ert B Delfino Rater • Builders' & Homeowners' Certified Source for: = " • Home Energy Rating Service(HERS) • Manual J&D rInfrared Imagingaae� 6. AC6tit) _W, Certified Home Performance Energy Audits nRcwu�rro. All designed to improve home comfort, durability, health &safety and to reduce homeowners'energy costs. r ----�.,,,,,,,,�,..� 1+.►�.�; - _--,:_ it j,, t f i �III'I ri�,lii i,IIIII!II, �i�l�iii. /� ;► I �L II��All I I I .�y -P ,i 111P t i OL �� I l 1 f Lzm*Szllll�� I W IN - i S E. 1 a" �I veoeo J AP' ✓ 'r • el 1 1 bass`, mn n won. ell 00 r : ., i k[ z � �! � � .� i � '� � f 3 er ! i �/ �� ` - � ----- _� r lr � - i , r 1 1 . ' • l iCOMMENTS FOUNDATION(IST) ' ''►�'lS�rir*�'' ' - -------------------------------- / 1 C'i ri�iL�i1F • 'INSULATION lei ► �,�► . ` _ - ROUGH FRAMING& PLUMBING Vill" Llil . . STATE ENERGY CODE �i"Aw,A� . ,� ►r -OT al '.� .�1/ ADDITIONAL1 W31 gin pa 1 J . `fid ► ... a TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do yo ave or need the followinug,before applying? S TOWN HALL V Board of Health It& SOUTHOLD,NY 11971 4 sets of Building Plans Vec, TEL:(631)765-1802 Planning Board approval bICL- FAX:(631)765-9502 Survey `I eS SoutholdTown.NorthFork.net PERMIT NO. Check 4,e$ Septic Form e S ® V N.Y.S.D.E C. e$ DTrustees °+� C.O.Application 11Q Flood Permit p S Examined 20 Single&Separa a 41[L 0 CT 16 2017 Storm-Water Assessment Forme Contact: Approved 20 p!►N q N n��gy9�iC ii Mailto: Rob r'r- 5 R.-11 K t Disapproved a/c TOWN OF►SO �®� 16 B O lJ�S Lane-i Jae Tft u k4,N y 1 d 13 3 A 1APhone: (931— 6 9 R –70aQ- 1A Expiration 204 1) sl(D – qej – 1 qot> W ' Bu g Ins ector APPLICATION FOR BUILDING PERMIT Datet'1 20 f'1 INSTRUCTIONS a.Tlus application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described_The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature o7alipgcant or name,if a corporation) 15 OUIslane- . &4at4kr_ 0 1l733 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises 1Den kS e, S I70.'t by (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of coorate officer) Builders License No. I q 4 R 2 — 44-- Plumbers License No. 5p a.-L3 — M P Electricians License No. 3 4 0 Q 1 — Al 9- Other Trade's License No. 1. Location of land on which pro osed workill be done: '0. 45 Ata Lkyu-) 9IV5 'Rd L?-lc1g !`ly 11157 House Number Street Hamlet County Tax Map No. 1000 Section ac Block Lot a2 Subdivision r1-C 1'g-WO-S .� O``s'6�'`I��'� Filed Map No. '7'7 "1- ©4 Lot -Z9''Pj0 S 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy %14-C A ai'C L A-7,j b. Intended use and occupanl&J L%,C s 64-11 t,'-t ✓J WIT,;,x-rly L V-yAf,btso C AWA Z ki- s 3. Nature of work(check which applicable):New Building ✓ Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost ® ®7 99 0-0-0 Fee (Description) ('I'o be paid on filing this application) 5. If dwelling,number of dwelling units 0 Number of dwelling units on each floor If garage, number of cars 12� 6. If business,commercial or mixed occupancy,specify nature and extent of each type•of use. /JA 7. Dimensions of existing structures,if any:Front Rear Depth Height - ;.-W,-Number of Stories-- Dimensions tories _Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front fi, �' Rear (', &-; � Depth Height ' 6j� E411,7 Number of Stories c 9. Size of lot:Front �`%� Rear 1, U 1 L` Depth 10.Date of Purchase �1. Name of Former Owner (J"1 G Ic- L' 11.Zone or use district in which premises are situated S©O 12.-Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO i./Will excess fill be removed from premises?YES NO is 601,35 14.Names of Owner ofpremises04N15t1- 4Q4'�WfAddress SJE'fhVIOLC W`I Phone No. 631- &9`t Name of Architect V20 tht-< � Tw1`r Address it ` 11 Phone No °'r Name of Contractor-:6 10 04-4,60-1 So A Address ( Ss 0Y-41'1 Phone No. 4416 P '"►`'k` d°,wvt.es�-v�°C I&X4, cUrClko6vtL wN 111135 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES I✓ NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lin'--s., 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. PHIL POLLACK STATE OF NEW YORK) Notary Public,State Of New York SS: No.01 P06071221 qualified In Nassau Cou COUNTY OF�,�SS 141 Commission Expires t g �O 4�i �a Q✓1'C being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the C 'r-\ (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 c i�tk dayof N0V4M3' P- 20 L 1, N licpa etur of phcant • _411 4a 5 veM: _k BOARD OF SOUTHOLD TOWN TRUSTEES P� SOUTHOLD, NEW YORK . 3v ' PERMIT NO.9040 JUNK21,26 DATE: 0: .DENSE SPATNY ISSUED T PROPERTY ADDRESS: 4-045 NARROW RIVER ROAM,ORIENT SCTM# 1000-27-2-2.4 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the 7wsolution-of.thcadod of Trustees;adopied at the meeting held an Imle 21,2017 aad iu oonsideratioi,of aotication ft-in thesuj#or$250,00 paid by Denise Spatny and subject to the Ternis and F 1 Condi&nk as stiltd in the, 1,�CfiQfution, ibc Sout',K)ld Town Board of Th steel authorizes and permits the following-. Wetland Permit to construct a two-story,single-family dwelling with a 1,612sq.ft.footprint; i install a sanitary system; install a driveway;and construct a 1,0s0sq.ft.barn/garage;with the i condition that the engineer review plan for stormwater be concluded;and to establish and p perpetually maintain a 151 wide non-disturbance buffer landward of the 50propose.d road right-of-way; and as depicted on the survey prepared by Paul Barylski Land Surveying received on July 3,2017,and stamped approved on July 6,2017. 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. 40 harles I,Sand ctT-Absdit co 'it A-1 A.t- Nicholas KTdp4i-Ahsm, Yilw \�'i '' �'� _ _}_cI A X _J 07: V A A 6— NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04529 PERMIT Under the Environmental Conservation Law CL Permittee and Facility Information Permit Issued To: Facility: DENISE SPATNY SPATNY PROPERTY 15 BOB'S LN 4045 NARROW RIVER RDJSCTM#1000-27-2- 2.4 SETAUKET,NY 11733 ORIENT,NY 11957 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Orient Facility Principal Reference Point: NYTM-E: 727.888 NYTM-N: 4557.667 Latitude: 41°08'18.0" Longitude: 72°17'05.2" Project Location: 4045 Narrow River Road"- Watercourse-FWW#0-8 Authorized Activity: Construct driveway(associated with construction of a dwelling, garage and septic system more than 100 feet from state regulated freshwater wetlands and therefore beyond Article 24 jurisdiction). All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 4/13/17. NOTE:The parcel is landward of a paved road greater than 100 feet in length constructed prior to August 20, 1977 as evidenced on Tidal Wetlands Aerial Photo 77-2159 and therefore beyond Article 25 (Tidal Wetlands)jurisdiction. Permit Authorizations Freshwater-Wetlands-Under Article 24 Permit ID 1-4738-04529/00002 New Permit Effective Date: 4/13/2017 Expiration Date:4/12/2022 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance_with-the�ECL,_ l applicahle_regulations,_anxd alLc_oAditi-ons included_,s_pazt of_this permit. Permit Administrator:LAURA J SCOVAZZO,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook�50 Circle Rd Stony Brook, 11790-34 C Authorized Signature: _7 Date / Page 1 of 6 SUFFCx - Scott- A. Russell �T��)IEI�J[\��A��[�1EI� SUPERVISOR z MIA A�GIENHEN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'L��O �a Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET __ _ _ _ _ _ _ ( TO BE-COMPLETED-BY THE APPLICANT) MV H Z 01 T -D' ®P� THIS PROJECT INVOLVE ANY OF THE FOLLOWING: 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. ❑[I"'J3. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. El ED C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. hD- Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. i ❑[(E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ; �En F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, ignatur-@,,-Contact-Information,-Date-&-Country-Tax-Map_Number►Chapter-236-does-not�ppl-yyour-project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: ]000 Date f Q, �f Dutrtct NAME: �1S t1'ti''` S"�e'�fi1 t"'jy (P t Sect ton Block Lot I0R BE:it-DING DEP I TNIEN-1- UT CINU',; CenwctIn(ormattorc(I`U"ntl �3j- !M, -70-7-7, r.t.ni,�,.Nmnx, - ��.tJJL-�( SCO- - - - - Reviewed By: V-Sm�w-t�� Cvmy-N�4 . GUS Date. -tel Property Address / C0cation of Construction Work - - - - - - - - - - - - - - - - - Approved for processing Building Permit Ll0 4 6 ^/•✓w#ujo) yuvA- y" —— Stormwater Management Control Plan Not Required c0 1fL11e?.� nl\Y 1 1 61 T: mMa Rui ❑ Storwater Management Control Plan Required (Forward to Engineering Depatlment for Review.) FORM ` SilvICP - TOS MAY 2014 APPLICANT S.C.T.M, l000CHAPTER 236 (l'rnperry Owner, Design Professional,Agent,Contractor,i0ther) —� a5'.fFFa/r Z-7 Z Z, Stormwater Management Control Plan C ECK LIST vAME �piti-` ��rq l►-t�J section Block Lot N z S M C P -Plan Requirements: Provide ONE cot of the Building rmtt Application, ��•„ u� � q PY � P PP Date: * The applicant must provide a Complete Explanation and/or Rean for not providing Teh�linne Nnml+rr Old' all Information that has been Required by the following Checklists I A Site Plan drawn to scale Not ,Less that 60' to tl�e inch MUSTNO If You answered No or NA to any Item, Please Provide J •tification Here! Tow all of the following items; II YES NA If you need additional room for explanations, Please Prov{ e additional Paper a. Location & Description of Property Boundarl == b. Total Site Acreage. 1 O0 j c. Existing - Natural & Man Made Features within 500 L.F. ; of the Site Boundary as required by §236-17(C)(',). DRAINAGE INSPECTIMS d Test Hole Data Indicating Soil Characteristics&Depth t Ground Water, UIRED e. Limits of Clearing & Area ofl Proposed Land Disturbance, 0Enr3h ieering a -x.560 before f Existing & Proposed Contour's of the Site (Mini um 2'lntervals) Engineer's C rtification g Location of all existing & proposed structured, roads, as been installed to Coda. driveways, sidewalks, drainage improvement &utilities. �0 j h. Spot Grades & Finish Floor Elevations for all existing & j proposed structures. 0 j I. Location of proposed Swimming Pool and dis harge ring. Shall I Location of proposed Soil Stockpile Area(s), 0 j k. Location of proposed Const ruction!Entrance/Staging A ea(s), tuns ruC io I Entrance, �I I Location of proposed concrete washout areas, 1VIVifire Backedi encing, s a i za ion Seeding of expose 1-n Location of all proposed erosion&sediment control me ures, an or inactive sots. 2 Stormwater Management Control Plan must include Calculations showing I that the Siormwater Improvements are sized to capture,sto e,and Infiltrate on-,ite the run-off from all Impervious surfaces generated by a two(21 inch all IU V, rainfall /,toren event. j 3 Detail,&Sectional Drawings for atormwater practices are reqfired for approval• 140 I hems requiring details shall include but not be li ited to: a. Erosion & Sediment Controls. I b. Construction Entrance & Site Access, 0 M c. Inlet Drainage Structures (e.g.catch basins, trenc)drains,etc.) r7 TC)T1 0UTH6—LDj d. Leaching Structures (eg. infiltration basins,swale ,etc.) ” I i?I; i.�c�l�l•:l•:Itl .; I.)f:l' 1 f '"1' IJSE NLY��ay I ® I I Additional Information is Required. Reviewed & I Stormwater Management Control Plan is of Complete, Approved By- — — — — — — — — — — — — — — — — - - — - — — Stormwater Management Control Plan is omplete. Date f Zg` /7 i SMCP has been approved by,, the Enginee •ng Department. i FORM ' SWCP Check List -TOSIMAY 2014 O Town Hall Annex Telephone(631)765-1802 54375 Main Road y pax(631)765-g5 P.O.Box 1179 G� roger_richertl.own.southold.ny.us Southold,NY 11971-0959 Q • �� y CPn 4AInum 11aml 01 0e BUILDING DEPARTMENT U- TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION . REQUESTED BY: .G-lTl-1 Date: Company Name: A,,,,.t �; C NC-_ Name: - License No.: '34091 _M r Address: 1320 lecwielfS' 9D o mot Phone No.: G-3 I - r)(,S- `h,2 JOBSITE INFORMATION: (*Indicates required information) *Name: -SAT-/ W1 *Address: V0 YC /V/-IAn o( ,, -d i u ek gl) , 0AI e4,r *Cross Street: *Phone No.: 671 - QCTG -9 y2 y Permit No.: q� 18 r4 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / 10Rough In Final *Do you need a Temp Certificate: ES NO Temp Information (If needed) *Service Size: 1 Ph 3Phase 100 150 200 300 350 400 Other *New Service: e-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION uaC 'OX a 'I� 82-Request for Inspection Form 'l� o��pF SOT'yo <o Town Hall Annex Telephone(631)765-1802 54375 Main Road H (631)765 g5 P.O.Box 1179 G • 0 roger.richertCaf_ n.south015.ny.us Southold,NY 11971-0959fPt1k Do- ee) BUILDING DEPARTMENT \1IAIn TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: I -x-14 Date: eP,-2'�3� Company Name: ,.1v-t P NC Name: teI'fl4 - - - - - License No.: -3q091 - Address: - ` 13 o Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: - *Adsiress:. ek- /J,;,, 4,6/t l� r — *Gr`„tis �S bet *P�ho*h,e-No:`.. ( - Permit No:• _ r. :Tax Map District: _ 1000 Section: _ BlockT..>'± Lot, . . ,.*BRIEFDESCRIPTION"OF WORK(P.lease Print`Clearly) S� GCS Q G t (Please Circle All That Apply) F *Is job ready for inspection: YES/ CC 'Rough In Final *Do you need a Temp Certificate: ES NO Temp Information (If needed), *Service Size: 1 Ph .3Phase 100 150000 300 _ 350 400 Other *New Service: e-connectUnderground Number of Meters- Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form �� L PERMIT# , .Add s' Switches " r Outlets , GFI's Surfac Sconces i i l•,_. _ 4 tC� H H's ' � UC Lts Fans Fridge HW J Exhaust Oven Dryer A i V Smokes DW Service2,&o a-CA10 Carbon Micro Generator `" Combo ` t Cooktop Transfer AC AH Mini ' Special: 1 Comments r 1 t i g11frF014. ' BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD oy • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �j01 �a0 Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # Date 2018 Customer Name Electrician Name AddressDl�Ofi?/?-6w /64�l2 p7j Phone e-mail L=4f T-- e-mail Phone license# -zj p — �� Size S O A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verific ion is valid for 90 da s o ate above. Authorized by Town Hall Annex � �- Telephone(631)765-1802 54375 Main Road ;o ;c ¢, Fax(631)765-9502 P.0. Box 1179 _ ce> BUILDING-DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION "w Datg; 3 o ZI Owner_ i'� iS S Pry`I Location of Propeq: 4og6 AIAvt u;a Y2_%VcfL 0-0 0(2_tt_ur w1'{ I t0i5-1 / Please take notice that the (check applicable=line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ✓ Pre-engineered wood construction (PW) Timber construction (TC) in the following locations check.applcabte lindl- e✓ Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: O G Name (person submitting this form): MA rt " Capacity(check applicable line): Owner ,/ Owner representative TrussReg15.docx Effective 1/112015 Robert Spatny 15 Bobs Lane Setauket, IVY 11733 May 27, 2019 Town of Southold Building Department Town Hall Annex Building 54375,Route 25 PO Box 1179 Southold, NY 11971 Re: Permit Extension for Permit No. 42187 4045 Narrow River Road Orient, NY Dear Sirs, I respectfully request a 6 month building permit extension for Permit No. 42187 that currently expires on May 31, 2019. Please also send me a copy of the instructions that cover the inspections and documents required to obtain a Certificate of Occupancy. Thank you for your attention to this matter. Very truly yours, Robert C. Spatny RCS:mrD r 1 ' i MAY 3 0 2019 � ` UJrt' CC# : C17-35506 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK I, JUDITH A. PASCALE, Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 08/23/2017 under Liber D00012926 and Page 578 and, that the same is a true copy thereof, and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 08/23/2017 SUFFOLK COUNTY CLERK JUDITH A.PASCALE SEAL DECLARATION OF COVENANTS THIS DECLARATION made this 10 iq day of J(,)c�,,, , 20 B', , by residing at j o- �� r �, n�� ," C�t�+�u:e" (Qy (OV hereinafter referred to as "DECLARANT (S) " : W I T N E S S E T H WHEREAS, DECLARANT (S) is/are the owner (s) of certain real property located on &-F�jo Lt �, /.4 C f?�) °"'�� .('. ,° � , d 3(Z'r tc-a 'b , Town of Southold, County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section ' " Block '"l,.- Lot "r'-. LJ which is more particularly bounded and described as set forth in Schedule "A" annexed hereto, hereinafter referred to as the Property; WHEREAS, the Property is situated on lands within the jurisdiction of the Board of Trustees of the Town of Southold (hereinafter the "Trustees") pursuant to Chapter 275 of the Town Code of the Town of Southold or its successor, and various activities conducted upon the property may thus be subject to the ! regulation and approval of the Trustees prior to being conducted; WHEREAS, the DECLARANT (S) therefore made application to the Trustees for a i permit pursuant to the Wetlands Law of the Town of Southold to undertake certain regulated activities; and i • WHEREAS, as a condition of the granting of a Wetlands Permit to undertake activities, the Trustees required that a ( w9 io• ioC/10 ° 1)i5('UA0 such regulated acts q "non-turf buffer" adjacent to and landward of i i j NOW, THEREFORE, the DECLARANTS) do/does hereby covenant and agree as follows : 1) Upon the substantial completion of the aforementioned permitted activities there shall be established and perpetually maintained it (• . d �k;,63�L nor W�J G.��c�'i"� (W& "non-turf buffer" as defined by Chapter 275 of the Town Code, to wit: "A designated area where turf grass, pesticides and fertilizers are not pe-rmitted." and as depicted on the a u "r U, i �'ai. � 10 6'I rvo 0 I I V,4) `'J`'y h,-V'lz-�� C).1 �1;� 11"D C1 see Exhibit "A,f attached; and 2) These covenants shall run with the land and shall be binding on the DECLARANT (S) , his/her/their heirs, assigns, purchasers, or successors in interest and may only be modified after a public hearing and upon resolution of the Trustees. IN WITNESS WHEREOF, the owner (s) has/have duly executed this instrument this day of 0 20 OWNER'N SIGNATU E OWNER'S SIGNATURE STATE OF NEW YORK ) COUNTY OF t� %/JCJ ) ss: r On the (`r� � day of -,fj L in the year 20 V:-f, before me the undersigned, a Notary Public in and for said State, personally appeared :50"q?-'U;� , personally known to me or proved to me on the basis of satisfactory evid nce to be the individual (s) whose name (s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity, and that by his/her/the'-r--s-i7ind)vidua)--(-*) ture (s) on the instrument, the individual or the persons on behajf of whic e ted, executed the instrument. j. N t ry Public PHIL POLLACK Notary Public,State Of New York No.01 P06071221 Qualified In Nassau ou ty Commission Expires / Z�( 2 w party of the second part, WITNESSETH,that the party of the first part, in consideration of ten dollars•and other valuable consideration paid by-the party of the second part, does hereby grant and release unto the party of the second part, the heir! or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land, situate, lying and being in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot No. 4 on a certain map entitled, "Sub— division Map of Settlers at Oyster Ponds" filed in the Suffolk County Clerk's Office on May 4 , 1984 as Map No. 7729 . BEING AND ° INTENDED TO BE the same -premises as were conveyed to )ISTRICT: the party of the first part by deed dated October 31 , 1986 and 1000 recorded in the Suffolk County Clerk' s Office on November 17, 1986 in Liber 10170 cp 186. I=ON: )27.00 3I=: )2.00 SOT: )02.004 TOGETHER with all right, title and interest, if any, of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. ,1 i H M Oemores/ 8 Sons 2yl•6� ,\ 10r� i IF 1461 SS' 32593, 39500, I 742 59' pO2 � ^$g a4pa n -,, Si0.B0.3ti:5•'5'.�' -$- a\/) NARROW ' R/VER ROAD SSl°JILOT3 S/QOB' REA08 ACRES —Al /2 iA7B � F•2 ,in�gssuc:¢/a-ase o Lv2�.AJs o Yl to E-r.:i6riiia' —7 LOT 2 epi I� v°xp // i•�6 1830'x''�� o z r owcneRo srRcer 1 V AREA=50596 ACRES a L a° ( p,eisj�,19792 S\' si 4fDB pO5S1�LE NOS o- - "+ J j 0 WA 110 nii%j°enn (2 2) Y // �s 00.0 I LOCAT/ON MAP !j Rr18 hep 11 so RE RIAY B�1CA £ SCALE /"'600 GR=OE Lor/ _ R./n oo —{- �- ` / 5Tti° T - AREA=5//03 ACRES �j9 � w'1/ry (2 r/ r/L L•2735' /e w.r.p po 3� 9i SS 1e5 �i o _ _ T6 NO/ sale S53-125Fe /BOAR'q R=76500 Lr2 � U //249 673/' �,=e„D' NOG g LOT 4 o-T!— ie -—1la'oo�� d ¢ AREA=//0636 ACRES 42 cat `,,/°96 `s'acs• � �r rz e/ sTTaRiar�£ I Oso a s h z O b b GROUND WATER L I nar cs //STJ/' cxaORp eLpps I tlOI T-- Wp etO��4/� I N34°2T'JO SIC \ 311 T� L� ALJ U a`A° 4��@`S $ Pump SG P. f�f �'C F/N/SHED GRADE n I ` i]. LOT8 3 /'MIN 2 MAX IJ I r__J JI L 6i �[!j p, AREA=50083 ACRES J4453' LJ a4 J "x"i �” - 7 h69>`� vi•.t' TYPICAL WELL DETA/L PLATT � NSO°27 SOW SZ9B � I5 et -7_Y cw/a roc etp°s p o /oo ROAD ao2sF � /,,e----�• � � • P 1.07',9 o AREA- 2 900 GdC SEPT/C TANK -5.0/B7 ACRES W (2 9J Y LOT JF • a i AREA=/05760 ACRES ' SIDE JOA SO AREA (2 3) LEACHILL POOL SM/N • GEAGM/AG PoOL WFL� WELL 4 4 TYPICAL SEWAGEOISPOSAL SYSTEM 2'A9N- h GROUND 38443' THE WATER SUPPLY ANO SEWAGE DISPOSAL FACIL/TIES FOR ALL LOTS/N THIS DEV£L OPAFNT 0 • a /� COMPLY WITH 7XESrANDAROSANDREOU/AENLT850FTNE SUFFOLK OUNTYDL7ARFMENr OF HEALTH :�•• n HOUSE _ HOUSE �' "r .fir•, s_spu,p. ° 94800' HOWARDW KY/N NYS L L1C NO 45893 \\\Y N49%T20•Iv ( N34°27}0"IY NO9 /N£REBYCERT/FY7HAT TN/S MAPWASMAOEBYUSFROMACTUJL SURVEYS CONPLEIFO I I•' c .+ N SEPTIC TANK SEP TIC TANK \\\ b 8-�3-83 dAm 7TNT ALL CONCRETE NONUMENTSSNOWNTM/S'�HEREON ACTUALLY 1 \ - •,• 0 TN O EX/SrANO TNE/R POSALONSARECORRECTLY SNOIYN/ D ALL O/MENS/ONAL AND GEODETIC `\\\4° fe_. /•/f CESSPOOL CESSPOOL +NO2 �A OETA/LS ARE CORRECT ./ lt, /J--_.� ��O• !Y•L�I'� •o-.• +.ern•. 3'M/N /Op• /oo' 1 Q HOWARD W YOUNG, 'eS°LL SyL/C MO 45893 STREET LOT 7 $ o OOWNER' CHARLES B HOROW/T2 TH/S lS TO,LERT/fY THAT TN/S SUBDIVISION PLAN HAS BEEN APPROVED BI'THE PLAYIN(NG BOARD /2T WINDMILL LANE Or THE TOA'NOFSOLO'HOLD BYRESOLUF/ON OFAPPROVAL DATED 1- SOUTHAMPTON,NY 1/968 AREA=5.0000 ACRES By t DATE — TYPICAL PLOT PLAN (2 7) : W LOT 6 LOT/O ea• ,, CHJ/RMAN,PLANN/NG BOAAD TOTAL AREA=6T6S29 ACRES z AREA=9/049 ACRES AREA=50000 ACRES o g ° (2 6/ (2-/0) y0, o W o ° p THE Lor Laws OFSUBDIVIS/ON MAPS AS RLER CANNOT BE ALTEREB W/THd1T PERM155/04 FROM 4 THE PLAMN/NB BOARD,ANO LOTS NUST BE SOLA At SHOWN ON TN£SUBBIVISION MAP. TEST ROLES p Vo roP sac i Y Y N o row sac ov spa ° JAM SUBD/V/S/ON MAP OF •o O SECT/ON 02r AVGLOCX 02 BrrNESUFFOLKCOUNTY TAX MdP sARpr a AYet °° A TN/SST/80/VIS/ON WRL JPPEAA/NO/STR/CTL000 ON Low nATeR y/ ry (2//INDICATES TAX MAP PARCEL NUMBERSASSIGNEOBY SETTLERS AT OYSTERPONDS 1O pRpuNp 7p pR°uRp s ° ren nArew a 82/90' TNEL17(/NTYOFSUFFOGKREAL PROPERTY T4YSERV/LEADENLY AT'OR/ENT 9570' 38600 oJ2B70 N34°27'JO'W ORCHARD STREET REAL PROPERTY TAX SERVICE AGENCY TOWN OF SOUTHOLD SUFFOLK COUNTY,NEW YORK 42 SCALE SCALE /"=/00' 00 rSAna.�p • �-� iiT' , ' , , �� _ _— ioa,°,.r °I I smw ,o sam r cwn.a N 78°li � / `' ,.,„` �x'.ti-.(.`.1.`+ 4p 4O ILII w Rnp �R°uNp i.. .. \S/ �.� �MIRRp KR �A� •sf "g',N'�' + �f'• `/. a jlyt, p ; ,I �: .•,�F U '.Yr-GGg---fi M �I t° SSS.��... 2".• 4„I�:.. YOUNG B YOUNG,LAND SURVEYORS JAN 17,1984 400 OSTRANDER AVENUE,RIVERHEAD.KY 1 " OCT 12,/983 ALOENW YOUNG,NYS PE 84 s L/C VO 1.1943 1 DATE AUG 2 /983 HOlV4R9WYOUN6,NYs L 5/Jf fY/X56-"_ i i ,ZONING 1 2$0.1fitrchinen 3 _ O ,, `Talon gESotitLoltl � I }sulk;icliediiie firer liesidentlq(IN triets` I.-dded_1-1i1-118911y j j,.,No.f-19891 001umn N40. i ii iii it c vi tit ix. >E ii Yli = liegidential'l,nik 2�`amil� �ipA � O V1 here Detachpgd !r' ESIDEg� 6A c�,itm�ltY ter-tis UE-8 UE-8 I G NL' tc VFater'aiul in Tt-SO p�q District ;.�-C- R'40 R-80' A 120 R,-200 R-�0 HD RIl RO .5eivei 3F•aiI,able Dist'iict SERVICES I S.� Iytitvmptitrei�tiuerncut� of 1 auuIp ctetaclred 75 Frontage Road O dFt�eilipg�'7 I North Stonington,CT ,Q 1.of ai7o(square i^wt) f(Q,000` 46:060 80;0'0 1 i0,n0o 30G t7o ,=(!1,(x,0 21.boo 2,jft) 1-6goo I(;Aoq f Ci0:o0�' 06359 3 EROSION&SEDIMENT CONTROLS Lo-A'1; (feei�- 175 150' '_ITS 7 J-7U 210 7$ 75 1-&Q -60 �b email:4drdskomcast.ne't bi dg0iii Cre�r') 2sa 12S_ 24o ��0 aaa :�U izo 120" i'75 as -400203.314.7787 Shall include but not be limited to: H'mntsura(fo�kj �(l s(3, �p c�ii iii oro- 35 3s 5o. 30• >(i A well maintained Construction Entrances Sideygrd00-00- -W t zEl lrj so 5cr 15 iK i5 .15. o / Wire Backed Silt Fencing, stabilization & 400 sitle}ards-(feet.] 45 s5 45 60 60 &a 13Q 60 Seeding of exposed and/or inactive soils: Rear-'q-d(Jiao 75 50, 75 85 109 100 35 '35 .5p 1 =30" 85' / (:rt•'al)lcflptararz�a(sgT>FiTcfcctIpRdvvolringiinit) 113(9 350 850 850' 850 1150 8 6" 350P 850 850 8'30 COPYRIGHTNOTICI=:- i llfaxithurii(TcRnitte'tleini n3iani These drawings and their content are the I:"<if'cov-&age en:edt- 2a 20 2 10' property of 4DRDS LLC and are fully b (p � 0 '10 5 . � 25 _ 25 2tl 25� .protected under all applicable copyright lows. DRAINAGE INSPECTIONS ARE REQUIRED 13uildin5lieight(feel)' 35 35' 15 '3i 35 35 35' 35 35 •35' 3'S' They have been prepared specifically for the Contact TOS Engineering at 765-1560 before Nu"rme oy-gtntf& 2?i• , '11.1 Sz Z 214; 3:4, 7:'i '21i, 2% 21i 25i buyer, and are not to be used for any other i Backfill, OR Provide Engineer's Certification INQTEM, purpose without written authorization from j 4DRDS, LLC By purchasing this set of plans, �O" that the drainage has been installed t0 GOd�. _'W text of cfykTIer,attdDensi"-agdjTiinimuttt'Lot$ize scli5dulas forapplicabl,e districts. the owner agrees to build only one structure, }xc-pt Rnc-li�dropin car Stadia iq.mulTipl�dkydlmg'nrag have G(7(1 square t�qt S9ininrum floor aisailla}be reeve,d u(r{cl 2(1(l fortrradcrafa=surd or 14ivcl-cost dwe1(ings. regardless of any alterations or modifications s rxcCpY'od.^-jicdro�}m or studio in niultiplo-dwolling may ha o 400 sgtjarc Foot 00 W _ to these plans Failure to comply to these ditions he of then opyrightllstatues andt in ttheinfviolotorewill be subject to prosecution for damages of up to \ APPROVAL OF STO ATER MA $100,000 per infringement j \ CO11iTR0 P N - ow Cod AGEMENT i ap r 236 Tc5t H0!e ato ©2016 4D RESIDENIIAL DESIGN SERVICES, LLC Date•- Z$ I� � - APPPov d by: (Not To Scale) \ �ti E)y= Kay K. Keissig, PF E.RROR5:tiOM15510N5 Although every effort is made to ensure the Qeto6er 29, 20 16 @ 9:00,�,'� \ accuracy of these plans, 4DRDS LLC. reserves the right to make corrections to i our plans if changes should be required. Test hole l� 0.01-0-11 TOPSOil PT O 3 �- �— 0.I '-4.0' brown clayey silt 5M Water S `/`f P et brown sand �--t � f 3 S I ' I / _T_ \ \ See C 1 .2 for enlarged site Plan - /� 5 73"5 6'30"E \ \ \ RAD= i soo\.00' \ LEN= 197 92' \ \ CQ \ \ wo o � \ \ \ Pnnci le building / \ 0 Q 9� Envelope Limit /\ \ \ o \ \ This side of house i. \ parallel to principle 7 building envelope limit line K / A K /Oh SO 0 0 0 / �K/�o s / Edge of rill Pad ' / O jeptic jystem / / Cor-ter of house to 6e / Cone_ / / oo. / i.-O.OFF principle / � ,, / / / building envelope line / Moll. \ Principle building o / T6ie side of t6c Accessorg Envelope Limit \ , , building is parallel to pnnciplc / L x10 / building envelope limit line / \ / \\ \ate69 / Accessory building \ 5 / 00 ` Envelope Limit \ _J \o�tiK ell \ X00 // Approx.6oundarg offlood Zone Post ire Fence SURVEY OF: PROPERTY LOCATED AT ORIENT TEST HOLE DATA LOT No. 4 AS SHOWN ON (NOT TO SCALE) MAP OF SETTLERS AT OYSTERPONDS 00 BY: ROY K. REISSIG. PE�v OCTOBER 29, 2016 a 9:00AM FILED: MAY 4. 1984: FILE No. 7729 TOWN OF SOUTHOLD La a0.0 -0_i TOPSOIL PT o SUFFOLK COUNTY. NEW YORK o a O 0.1'-4.0' BROWN CLAYEY SILT SM S.C.T.M. # 1000-27-2-2.4 0 ~ WATER AREA = 11.06 ACRES THE NYS REGULATED E ULATEND D FR BOUNDARY 4.0'-9.0' WET BROWN SAND SP SCALE: 1"=100' AS DELINEATED BY D. LEWIS ON ELEVATIONS REFER TO 1988 NAVD S 73056'30"E 1/17/17 POND 12.08' 2.0 EL ELEVATIONS SHOWN THUS RAD = 1800.00' LEN = 197.92' WETLAND NAIL LINE + FNO -�+ SRIGHT OF Y ZONE AE 6.0 �\ S` FORPOSSIBLE FUTURE HIGHWAY PROP N \�� \r8�`3a'30 DEDICATION LOT 8 p`L�h i a0 3�Q F RAD = 550.00' VACANT �O DO s h� �'S Nora �� LEN = 128.55' ° S 81°0 2'0 0"E COMMERCIAL LAND PROPOSED 9 h DWS ER ')�VCF �� "BOAT YARD" / GARAGE 8 a. �\�` �--� 50.00 30.0' X 35.0' 0 SLAB EL 11.0 2 �`L' Q \ 700. CONC. / PROPOSED 0 40� SFTegc�gNO S 08058'00"W MON. a� ry OW RESIDENCE K 25.00' (SEE DETAIL) A'. EDGE OF / VACANT 1WATm ."00 0~•/ 0 FILL PAD \ LINEh?, a• p0 5 p + h''; iOO PROPOSE TEST O HOLE / c?S49 WELL �!1 / /ZONE AE 6.0 S F` q' Q)• ti° / S s2° Fac ZONE 'X' / 606':-'0 6'X30,, O�_ NO SEPTIC / Ftir WITHIN 150' d J ap 3� s U� 1,7 d- o0 PONDI N VACANT / 2.3 EL N o LOT 5 ' o RESIDENCE WITH WELL (n SEPTIC FEMA INFO COMMUNITY MAP No. 360813 F E4 MAP No. 36103CO066H / 5 rres�f� �. �3 POLE �p ~, ^ NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORDSLATE OR OTHER POLE ON +xar I' p IF ANY. NOT SHOWN ARE NOT GUARANTEED. SENDPPLUCR SUITABLE COVER / 01� JJ J h2 pNj. �M j • LSO 05M' J SURVEYED BY: 10' 4' X 8 10' 8' DIA 10' / ' GF Pw ,Zo"W LANo PIPING SEPTIC TANK PIPING L.P. GRADING PAUL BARYLSKI LAND SURVEYING oN° 1� POLE FF.. E� S 6 Q5 63 PATCHOGUE NY 11772 14.0 E 2 EL. D LOCKINGTO GRADEING 9� LOCKING CASTING PHONE 631-294-6985 CLEAN-OUT TO GRAOE �h A0 EXISTING POLE FAX 631-627-3186 PITCH e5 PROP. GROUND GRADE 00 24" 1' MIN. 24" 4. DIA SEWER PIPE 2' MAX 2' MAX AREA OFILROPOSEO 8 SLAB MIN OP PAULBARYLSKI®YAHOO.COM es 4 DIA lv �L L 1140 PITCH 20 z' MAX. 20- DECEMBER 12. 2016 MIN. PROPOSED 0 MIN. < L DIA MIN. SEPTIC TANK C7 O O O O j.•B S CLASS 2400 5-6-2017: REVISIONS 0�� OJ i�co D_ B hm o o �o o 1=1 °AS VACANT OR EOUIVALENT 0,y �z 0� PITCH ve. 11-13-2017: REVISIONS DEPTH 'L�s 4�aJ w E `'•mFOE 0 °' ss 4' DIA MIN. 7 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION o� 3 0'NIN. m Z �j0(1 3.0'MIN. > TH CLASS 2400 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. w W COLLAR 9� COLLA0a 0.8 PIPE COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED m~ HIGHEST 6 OR EOUIV^LENT OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. E= BACKFILL WITH 8.0' CLEAN SAND AND EXPECT LENGTH GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO GRAVEL MATERIAL GROUND WATEP, GRD. WATER THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO SEPTIC TANK HIGHEST EXPECT THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION SANITARY SYSTEM DETAIL00/ GROUND WATER LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL TYPICAL 1000 GALLON SEPTIC TANK INSTITUTIONS OR SUBSEQUENT OWNERS. 2270 SURVEY OF: PROPERTY LOCATED AT ORIENT TEST HOLE DATA LOT No. 4 AS SHOWN ON (NOT TO SCALE) MAP OF SETTLERS AT OYSTERPONDS a0 BY: ROY K. REISSIG. PE OCTOBER 29. 2016 c 9:OOAM FILED: MAY 4, 1984: FILE No. 7729 TOWN OF SOUTHOLD off-0.1, TOPSOIL PT SUFFOLK COUNTY. NEW YORK3 0 0_ p 0.1'-4.0' BROWN CLAYEY SILT SM S.C.T.M. # 1000-27-2-2.4 WATER AREA = 11.06 ACRES THE NYS REGULATED AND FRESHWATER 4.0'-9.0' WET BROWN SAND SP SCALE: 1"=100' AS DELINEATED BY D. LEWIS ON S 73056'30"E 1/17/17 ELEVATIONS REFER TO 1988 NAVD 12.08' POND 2.0 EL RAD = 1800.00' LEN = 197.92' WETLAND NAIL LINE FND ZONE AE 6.0 50 RIGHT OF WAY FOR POSSIBLE FUTURE HIGHWAY DEDICATION D� 8 LOT 8 D�D'p� RAD = 550.00' VACANT �O �O' so ��'S',yoNo, LEN = 128.55' COMMERCIAL LAND ° 'o evFSTVR S 81°02'00"E \ '�• � FFR a^% \\/ � "BOAT YARD" 1p I 5 0.0 0 0 SF wET� CNN h6P 3Jv' MO ' ` CONCRETE 6gCk N� S 025.00'0»W CONCRETE ^ FOUNDATION �J �p (SEE DETAIL) / VACANT FOUNDATION �sati DETAIL / / \ • �O �h� FOUNDATION TOP / �VIRF Sp WEAL• / / TEST HOLE /96 (h., S3 ! = 13.0' �?SiF 49ZONE AE 6.0 titi' V / S 2 -0G 2 41, / ZONE 'X" ,60 R� FOA-,, /2� E F f�l q v r`�:3 D APR 1 1 2018 ,330 o . � 00 PONDI N VACANT TOWN OF SOUTDOLD / 2.3 EL N o LOT 5 I o FEMA INFO RESIDENCE WITH WELL 8 N NE COMMUNITY MAP No. 360813 SEPTIC ,<<Ci 4�ARYs Q MAP No. 36103CO086H Q, NOTE: THE EXISTENCE OF RIGHT OF WAYS. ,rpt, WETLANDS AND/OR EASEMENTS OF RECORD /0 POLE z r 0 IF ANY. NOT SHOWN ARE NOT GUARANTEED. STOPPER OR SLATE OR OTHER POLE °N° �'s2� x30782 SURVEYED BY: END PLUG SUITABLE COVER PAUL BARYLSKI LAND SURVEYING 10' 4' X 8 10' 8' DIA 10' PATCHOGUE NY 11772 PIPING SEPTIC TANK PIPING L.P. GRADING PHONE 631-294-6985 14.0 ONji POLE S 205 6 FAX 631-627-3186 FF. EL. LOCKING CASTING LOCKING GRASTING hh TO GRADE POLE P A U L B A R Y L S K I®YAHOO.COM I,4, CLEAN-OUT h� PROP. GROUND �'� EXISTING G � DECEMBER 12. 2 016 PITCH 05 SEWER PIPE I' MIN I' MIN AREA OF PROPOSED 0 E 24" 1' MIN. 24� 6' MIN TOP 5-6-2017: REVISIONS 4' OIA es 2' MAX 2' MAX} FILL O y Q E 2' MAX. SLAB l v 1/q MIN 4' DIA PITCH 20' 20' h 11-13-2x17: REVISIONS PROPOSED MIN. 4' DIA MIN 0 h t SEPTIC TANK 1/B' o [7 0 o C7 Tpgs, VACANT cLAss 2400 0``' m 11-26-2017: STAKE OUT HOUSE , 0> o 0 CM3 o w PIPE a Iie P 3-31-2018: FOUNDATION LOCATION 0��', ` zo r hm o 0 0 C3 OR EQUIVALENT z oJ� PITCH DEPTH 'SLS 4 J ? f°2 tL m 4.0 °' •sS 4- DIA MIN. 4z 7J 3.0 MIN. 0 3.0 uiW > DEPTH CLASS 2400 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION o� COLLAR m Z 0O�' COLLAR w PIPE OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. rcw m w 0•B 0h OR EQUIVALENT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED a< BACKFILL WITH HIGHEST .�. g O. OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. AND EXPECT LENGTH GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO GRAVEL MATERIAL GROUND WATER GRD. WATER 1 SEPTIC TANK THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO HIGHEST EXPECT THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION SANITARY SYSTEM DETAIL m0�GROUND WATER LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. r lo� GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL tti TYPICAL 1000 GALLON SEPTIC TANK INSTITUTIONS OR SUBSEOUENT OWNERS. 2270-1 ut1 1 0� SURVEY OF: PROPERTY LOCATED AT ORIENT _ _ _ LOT No. 4 AS SHOWN ON PAGE 1 OF 2 TEST HOLE DATA MAP OF SETTLERS AT OYSTERPONDS (NOT TO SCALE) a0 BY: ROY K. REISSIG. PE FILED: MAY 4. 1984: FILE No. 7729 OCTOBER 29. 2016 0 9:OOAM TOWN OFF S O U T H O L D THE NYS REGULATED FRESHWATER W 0.0'-0.1• TOPSOIL PT SUFFOLK COUNTY. NEW YORK WETLAND BOUNDARY _ �AS DELINEATED BY D. LEWIS ON S.C.T.M. # 1PJ�18-27-2-2.4 s 73°56'30"E 'p b.l-4.b tJRUWN L.LAYLY b1L1 bM AREA = 11.86 ACRES 12 08' POND °' WATER 4.0•-9.0' WET BROWN SAND SP SCALE: 1"=100 a RAD = 1800.00' ELEVATIONS REFER TO 1988 NAVD NAIL LEN = 197.92' WETLAND FND /-LINE CI C\/ A TTnnlc cunl.1NI TLJI Ic -1+ _ 50 RIGHT OF WAY LLL. V :. 1 L�JI Awl . 1 IlJP7,V 1 1 1 _l.' - : � S FOR POSSIBLE l p \�j FUTURE HIGHWAY pR00 \�18)88'30,F DEDICATION LOT 8 ��2� RAD = 550.00' VACANT �O �O s~ h� v 's Ho LEN = 128.55' I COMMERCIAL LAND S 81°02'00"E j "Pn A T V A Rn" FnGFuSEu a\� CR V^SCE _� I JO.00, GARAGE j 30.0' X 35.0' 8`�S• O 00: 700 `\ SLAB EL 10.0 \\ 2 CONC. PROPOSED o'� 0a. h0 \ $£B,qC q�/D S 08058'00"W MON. a� WATER D0 RESIDENCE k 25.00' LIN )SEE DETAIL) q XEDGE OF / FILL PAD VACANT m• �� .. i . _t / a 5 a' + h4ziOp PROPOSE �• 9.0"- TEST O 2SWELL 42 j HOLE S2° Foc NO SEPTIC Excc1Va.tion Inspection Required 4 WITHIN 150' For Sanitary System By Health Department SUFFOLK' 6rOUINITI L a l.^ it,.ENT OF HEALTH .S3ErVICE5 r—Z,R,','I t FOP APPROVAL OF C0N'T1'1.1Cr rv:1Pd FOR A ".^•~"-'.-...,�,....—• .. �. J a ..c1us••Ft.:1L 7<'.OCT 1 2 2017 g}yyA //9 /r `�'� L, -- -. �.,. Pan. ' 7J(�.��i 1 FC;, i;!1 i.I i'. ',��,� s",. .—.._-.;_.� ;'' L� 1';':§r<"''.4` r'a•...�.....""...,a,,,,"....,,,�,..�" O " C" , ._•3 ;r� - f..c�c�r1t ;w;,•, /^q� ,.; z:;!�1r �ryanND `� ^ VACANT ...n•^i r.•-,r\i f ! .r �,.l d �•••�:M r91.Jf I N ..-+-,.."..........-.................,...a.,.»..- -... t .. t.,. ,. `V` ,. '(�'.�.. C.:t�l �'r`'1-t C:'f F?.iI � _. _ «... ..,..._._.__ .__ + 7;00, J?,t✓ "I' d n �J" V=2-3�. E N O LOT 5 u ,4.'-C,1.::,�-,f1,1z, I ', r.,;';, lr� �'•�:�I d o 'er QP7QTnQnirrE IAITTN 1AiELL A L 1\\ (10 NOTE: THE EXISTENCE OF RIGHT OF WAYS, SEPTIC -� -"--~ F E WETLANDS AND/OR EASEMENTS OF RECORD e R �s�� O IF ANY, NOT SHOWN ARE NOT GUARANTEED. ATE R OTHER STOPPER OR S IT BLE COVER j Q ENO PLUG POLE ), SURVEYED BY: j o5p7 HAUL HARYLSKI LANU SURVEYINU j No s 82 PATCHOGUE NY 11772 10' 4' x 8 10' 8' DIA 10' j POLE O ��CANDSJ PHONE 631-294-6985 PIPING SEPTIC TANK PIPING I L.P. 1 3RADING 14.0 h EMEN„ FAX 631-627-3166 FF. EL. OF pPV 0 LOCKING CASTING jGE °112 LOCKING CASTING PAULBARYLSKI®YAHOO.COM TO GRADE 011_�-/' Eo 69 fo TO GRADE A§ CLEAN-OUT o,� g� EXISTING ONO POLE 5 Q�' n F r F M R F R 1 2 2(1f 1 F 1/4 j PROP. GROUND j GP,ADF m, / 2 'i I LH b' " �Y/ �) 24 1' MIN. rd' 6' M[N TOP SEWER PIPE 1' MIN I- MIN AREA OF PROPOSED Y� + I/4'PITCH 20- 2' MAX. 0 `SLAB 5-6-2017: REVISIONS 4' DIA es2' MAX q DIA 2- MAX FILL POLE 0 MIN. PROPOSED MIN. u CLASS MIN h UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION SEPTIC TANK o 0 0 0 0 T m < l' S 24eaI 1/B' p S PIP 0` m 3 J m OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. a g•; co o 0 0 0 m O (� OR PIPE O_j< 1/8.PITCH COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED 0�J �� 4.e' m m 11__ (� L ALENT z c a 1 t'b' h C7 O O O `,v m DEPTH S Q' J i i ^F 4.0 S OU MIN. OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. L ♦� m OEPTH CLASS 2400 GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO m o PIPE THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO ' a.o Mlw. VACANT �mh A OR EDUIVALENT o. m Z 3'n'C• 3.0'MIN. „ w I nr_ I 1 I LC CUDH'AIV I. UU ERIVI'ICN 1 AL AGENCY 7 AND LGIVUIIVU IIV,I 1 I U 1 i0N j LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. w�� J M E s HIGHEST T"" LENGTH GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL `= BACKFILL WITH SEPTIC TANK CLEAN SANG AND �`• EXPECT --' HIGHEST EXPECT INSTITUTIONS OR SUBSEQUENT OWNERS. GRAVEL MATERIAL GROUND WATER GRD. WATER - m0 GROUND HATER SANITARY SYSTEM DETAIL TYPICAL 1000 GALLON SEPTIC TANK PAGE 2 OE 2 (E�icF HOUSE TRAP/CLEANOUT MUST BE INSTALLED L P EP ON THE SEPTIC TANK INLET WASTELINE. O IF INSTALLED AT EXTERIOR 0 IT MUST BE INSTALLED TO GRADE. ALL rs UTILIES REQUIRE A 5 FT MINIMUM m LP LP SEPERATION TO THE SEPTIC SYSTEM res m s Iv e PROPOSED RESIDENCE DETAIL F " BAY` � t ,O W X50782 SFO tANO SJ t :; 2697 RECEIVED S U R V E Y 0 F: SUFF.CO.HEALTH SERVICES _ f` I ` NOTE: WELL AND SEPTIC SYSTEM LOCATION P R 0 P E R T Y lojq F&&BPTEMTTEE N-J € ' j BY OTHERS. B.O.H. REF. No. TEST HOLE DATA LOT No. 4 AS SHOWN ON �;Pi� j Q ^021 SEPTIC LOCATION (NOT TO SCALE) a'0 BY: ROY K. REISSIG. PE MAP OF SETTLERS AT OYSTERPONDS 'A' 'B- C. -o- �,� OCTOBER 29. 2016 a 9:00AM FILED: MAY 4. 1984: FILE No. 7729 TOWN OF S O U T H O L D �. , S.T. 31' 55' W 0.0'-0-1' TOPSOIL PT L.P.1 41' 44' a SUFFOLK COUNTY. NEW YORK o a 0 0.1'-4.0' BROWN CLAYEY SILT SM S.C.T.M. # 1880-27-2-2.4 L.P.3 55.5' 5?' o WATER THE NYS REGULATED FRESHWATER L.P.3 44' 58.5' 4.0'-9.0' WET BROWN SAND SP AREA = 11.06 ACRES WETLAND BOUNDARY WELL 76' 63- SCALE: 3'SCALE: 1"=100' AS DELINEATED BY D. LEWIS ON ELEVATIONS REFER TO 1988 NAVD S 73056'30"E 1/17/17 POND 12.08' 2.0 EL RAD = 1800.00' SUFFOLK C OUN rV OLPARTMENT OF HEALTH SERVICES LEN = 197.92' WETLAND AF'PR04Ri.OF CONSTRUCTED WORKS FOR NAIL LINE � FND LE F`AWLYRESIDENCE GRAVEL 50 RIGHT OF WAY t DRIVEWAY \ :S FOR POSSIBLE 3 Date H.S.Ref.No. (,'►�� 1 " 1r1� 6>, FUTURE HIGHWAY \78� 8'30. DEDICATION s The age disposal and water supply facilities at this location have been tx 8 F Inspected and/or certified by this Department or other agencies and found to L 0 T 8 `�' h �2 RAD = 550.00' be satisfactory FOR A M IMUMQF `) BEDROOMS. °�` O 'o� !s. , VACANT �O 00' LEN = 128.55 °'W �\ eUFFTVRg \� S 81°02'00"E COMMERCIAL LAND Craig Knepper, P.E., Chief 19 a eR "Ce --___� 50.00' "BOAT YARD" / Office of Wastewater Management ZONE AE 6.0 o W / O o 0 CONC. -° / EreqNp S 08058'00"W / D.W. .....•.................. MON. 25.00'ti O / 1' 2 STY FRAME VACANT RESIDENCE (SEE DETAIL) TEST / h'I,Q�OST WELL / AONE HOLE AE 6.0 f� '� o \ / V� S C� S CVD STOOP G O ZONE 'X' / S,s0��p,, �6. 6' F 2 STY FRAME A OST 1z, RESIDENCE41 —� O LP3 / \ O 0.> !9 6� STOOP o O 0 -&A -B- LPI O g LP2 P' v 29 7 . 4/ 77 Z !1/ O '1 VACANT POND N t6 ................... / 2.3 EL N FEMA INFO LOT 5 ' O COMMUNITY MAP No. 360613 RESIDENCE WITH WELL 8 MAP No. 36103CO086H SEPTIC NOTE: THE EXISTENCE OF RIGHT OF WAYS. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. POLE 4 A. SURVEYED BY: °.v�' r g gs , :.: `' r SLATE OR OTHER / POLE PAUL BARYLSKI LAND SURVEYING SEND PLUG R SUITABLE COVER / PATCHOGUE NY 11772 0"° p PHONE 631-294-6965 10' 4' X 8 10' 8" DIA 10' PP��;�� "� FAX 631-62�-3186 PIPING SEPTIC TANK PIPING L.P. GRADING / ° V�1� Oo S 69 6 14.0 POLE 20 PAULBARYLSKIaYAH00.COM FF. EL. .0� LOCKING GRADEING � DECEMBER 12. 2016 LOCKING GRADEING POLE R �. CLEAN-OUT o,� A® EXISTING A 5-6-2a1�: REVISIONS 1/4' PROP. GROUND PITCH 95 GRADE 90 C ry 24" V MIN. 24" • 11-13-2017: REVISIONS i7iVER PIPE 1' MIN 1' MIN AREA OF PROPOSED 0 r1, 2' MAX. 6' MIN TOP �- y SLAB 4` DIA 2' MAX 2' MAX FILL I/4` PITCH 20' 20' p 11-26-2017: STAKE OUT HOUSE MIN 4' DIA �+ 03-31-2018: FOUNDATION LOCATION PROPOSED MIN. > 1 L SS . (SEPTIC TANK . O O C7 TBVACANT CLASS z40e 0``' ;� W11-9-2018: PLOT SANITARY a o 0 0 o w P'I'E o� -- '/e' PIrcH 5-19-2020: FINAL SURVEY 4.0' m m OR EQUIVALENT z DEPTH f1.sS ��, O C7 s L j �° m 4.0 m SS 4' DIA MIN. m z CL P1PE240 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION o< 3.0'MIN. '30(. 30' MIN. > DEPTH S 0 OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �w COLLAR vi 0O COLLAR a 0.8 �� DR EQUIVALENT COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED i= BACKFILL WITH HIGHEST �, 8.0' OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CLEAN SAND AND EXPECT LENGTH GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO GRAVEL MATERIAL GROUND WATER GRD. WATER SEPTIC TANK THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TO HIGHEST EXPECT THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION SANITARY SYSTEM DETAIL 0�GROUND WATER LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL TYPICAL 1000 GALLON SEPTIC TANK INSTITUTIONS OR SUBSEQUENT OWNERS. 2270-FINAL SURVEY O F: NOTE: WELL AND SEPTIC SYSTEM LOCATION PROPERTY LOCATED AT ORIENT 8Y OTHERS. B.O.H. REF. No. TESTNo 0o SCLE D ETA LOT No. 4 AS SHOWN O N SEPTIC LOCATION MAP OF SETTLERS AT OYSTERPONDS "A- B. C. -o- b0 BY: ROY K. REISSIG. PE 0' OCTOBER 29. 2016 c 9:00AM FILED: MAY 4. 1984: FILE No. 7729 TOWN OF SOUTHOLD S.T. 31' 55' W 0.0-0_1TOPSOIL PT SUFFOLK COUNTY. NEW YORK L.P.1 41' 44' o ~ 30.1'-4.0' BROWN CLAYEY SILT SM L.P.2 55.5' 57' � o � WATER S.C.T.M. # 1000-27-2-2.4 L.P.3 44' 58.5 AREA = 11.06 ACRES ETLAND THE NYS ABOD DARYWELL 76' 83'TEFRESHWATER 4.0-9.0' WET BROWN SAND SP SCALE: 1"=100' AS DELINEATED BY D. LEWIS ON ELEVATIONS REFER TO 1968 NAVD S 73°56'30"E 1/17/17 POND 12.08' 2.0 EL Z�l RAD = 1800.00' LEN = 197.92' WETLAND NAIL LINE GRAVEL FND 50 RIGHT OF WAY DRIVEWAY 6 FOR POSSIBLE 1 \ FUTURE HIGHWAY 3 �;30•F DEDICATION LOT 8 RAD = 550.00' VACANT �O �O LEN = 128.55' I oy \ o o O.W. COMMERCIAL LAND eU� S 850 00'0"E "BOAT YARD" s A \ ZONE AE 6.0 D.W.W 70 CONIC. 0 0 \ CONC. D D.W. FTeq4,1 S 08058'00"W / --- ------------• MON. < o k 25.00' All- 2 STY FRAME \ /�. RESIDENCE \ (SEE DETAIL)/ \ lq� VACANTTEST WELL / AONE HOLE AE 6.0 S f� CVO STOOP FSG j r- ZONE 'X' / S760Q`3p,, �°� �, !� 41 A 2 STY FRAME ^ QST 6� F ��FMFtiT RESIDENCE Is, mti —� OLP3 O fg 6s STOOP o O o LPI h,�� O 3 3 LP2 _4 b' v 29 ,j SQo /.J7 77c O 00 POND Nr VACANT ------ / 2.3 EL N o FEMA INFO LOT 5 ' 0 COMMUNITY MAP No. 360813 RESIDENCE WITH WELL & MAP No. 36103CO086H SEPTIC NOTE: THE EXISTENCE OF RIGHT OF WAYS. Q ='' Ls WETLANDS AND/OR EASEMENTS OF RECORD �C IF ANY, NOT SHOWN ARE NOT GUARANTEED. POLE . SURVEYED BY: °.�tl cc SLATE OR OTHER / POLE °N C0 v �� O PAUL B A R Y L S K I LAND SURVEYING SEND PLUGR SUITABLE COVER / lL aSi' PATCHOGUE NY 11772 °N° c F U O�Q76� J PHONE 631-294-6985 10' 4' x 8 10' 8' DIA 10 °P o�'�"`Zp"`� SAN 5 FAX 631-627-3186 PIPING SEPTIC TANK PIPING L.P. GRADING / U�1� pG PAULBARYLSKIaYAH00.00M 14.0 ON% POLE S Zp5 6 FF. EL. Qf� LOCKING CASTING DECEMBER 12, 2816 TO GRADE POLE TO GRADE LOCKING CASTING l� g h oi• 5-6-2017: REVISIONS I/4• CLEAN-OUT � PROP. GROUND o'b EXISTING rl PITCH 95 GRADE 0m R C E rf 24" 1' MIN. 24- 6' MIN TOP 11-13-201 : REVISIONS SEVER PIPE 1' MIN 1' MIN�REA OF PROPOSED 0 E 2' MAX. 4• DIA 6 2' MAX 2' MAX FILL Y 114• PITCH 20• 20• LAB 11-26-2017: STAKE OUT HOUSE MIN, s 4• DIA 0. 3-31-2018: FOUNDATION LOCATION PROPOSED MIN 1 4' DIASS MIN. SEPTIC TANK [7 C7 C] o TFO' 9 < � CLASS �� w 11-9-2018: PLOT SANITARY e1�� e m o 0 0 s W VACANT OR EDPIPEUrvnLENT 0 oZ of m I"B' PITCH 5-19-2020: FINAL SURVEY DEPTH rti�s q`'J o 0 0 0 �� `° m 4.0 m ss 4' Orn MI CLASS 240 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION oN'� 3.a MIN. 06. (. 3.0'Mie. 5 N. DEPTH S 0 ' , COLLAR m Z COLLAR 0 OR OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. �w mf 0 a 6� EQUIVALENT 8 COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED j } �',' L; = BACKFILL WITH HIGHEST �• g•O' OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. • CLEAN SAND AND EXPECT LENGTH GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO GRAVEL MATERIAL GROUND WATER GRD. WATER SEPTIC TANK THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEHALF TOAp HIGHEST EXPECT THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION s Ki i1 30 2021 SANITARY SYSTEM DETAIL 00/GROUND WATER LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL TYPICAL 1000 GALLON SEPTIC TANK INSTITUTIONS OR SUBSEQUENT OWNERS. 2270-FINAL i ;" D COMPLY WITH ALL CODES OF PLUMBER CERTIFICATION NEW YORK STATE & TOWN CODES ON LEAD CONTENT BEFORE AS REQUIRED AND CONDITIONS OF CER TIFICATEOFOCC UPANCY Ncw C 5 1 c n c c latt oad SOLDER USED IN WATER r ` Yi1` SUPPLY SYSTEM CAl'av"oT ,,ARD EXCEED 2/10 OF I% LEAD. Orient, NY SOUTHOLD TONJN TRUSTEES N.Y.S.DEC PLUMING, con5tructionDocumcnt,si &LLPLUM3(�JGb��;STE APPROVED AS NOTED WATER LINT S,, ;,lc A9\1 TESTING BEFORE 00'4:r D June 6 Z DATE: ��8.?. DRAINAGEINSPECTIONS ARE REQUIRED Contact TOS Engineerings at 765-1560 before FEE: v. sY:_. Backfill,OR Provide Enalneer's Certification NOTIFY B'.,+. y ?.1 TAT that the drainanrt has been installM to Code. ,tiro r-%X 'r�t1on 765-1802 8 AM 10 °,:-IJ FOR THE FOLLOWING INSPECTIONS: 1. per 1. FOUNDATION a TWO REQUIRED IMS CIO dC FOR POURE!� "C,N':RETE OCCUPANCY OR 2. ROUGH a " PLUMBING USE IS UNLAWFUL 3. INSULA: 4. FINAL MUST WITHOUT CERTIFICATE M]oftetlQrlil;hting BE COL: Virtalled.replaced or ALL CONST SHALT. MEET THE OF OCCUPANCY V-rf ircd 9h,01 conform REQUIREME; i HE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR tO Chapter 172 DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL e. the Town Code INSPECTION REQUIRED MISS PU.C/!RD1113 EVER"J0^EO M"tprovide Manuals _ - ------ -- -_ _-- ,�'rnd S nn per 4TYS J a�ergy Code d uctisror,: _ DO NOT PROCEED WITHWinPequired, FRA!'JING UNTIL SURVEY !I OF FOUNDATION LOCATION HAS BEEN APPROVED. . 1 -LL1 y _ I .I t J' ti Site Location Map Job location AWDreviations 5e mkcds Drawing List Owners: ABOVE FINISH FLOOR A.F F. FIXTURE FIXT. OUTSIDE DIAMETER O.D ACCESS PAIIEL A.P FLOOR FLR PAINTED PTD TITLE-5Hr-F-T t1.., ACOUSTIC TILE AC.7 FLUORESCENT FLUOR PARTITION PRTN l S Pl I 1.1 a First Fl I Fl 6 P y AD IUSTAFLE ADJ AIR GAUGE GA PLASTIC LAMINATE PL LAM a bUILDINGSECTION CI.I ProPoScd Architectu ra Ite an oor nterior evatlons RQ el L Denise ] atn ••••-•--•°CONDITIONING A/C AIR GALLON GAL PLATE GLASS PLGL ............... HANDLING UNIT A H U GALVANIZED GALV PLYWOOD PLYIND C 1.2 [nlarged Partial,5ite Plan I I.1 6 First Floor Interior[levations e lm w •' ALTERNATE ALT GAS G. POUNDS LBS OR N ' ANODIZED AtlGD. GLASS GL. POUNDS PER 1 I a ei Ing/ l or �Pes I.Ic First I l �' Nom= q_ WT VY II�C l I o T I F Foor interior evation5 f f P' ARCHITECT, GYPSUM WALLBOARD GYP BD. SQUARE INCH PSI WALL5ECTION n ; a'� '+°'`""� V,q\ •? s , ARCHITECTURAL ARCH HARDWARE HDWE PREFABRICATED PREFAB. 2 A10 basement Floor Plan I2.la Second Floor interior[levations TP ' ^•-. BLOCKING BLKG HE4TER HTR PRESSURE TREATED PT. 12.16 Second Floor interior elevations builder: � w BOTTOM BOTT HEIGHT HGT QUANTITY OTY 1,1 First loor an ��DDD w 5ECTIONDrTAIL A f" f PI 4 av CABINET CAB HOLLOW METAL HI°I RFIREDRCEMENT RCNF I2.Ic Second Floor Interior Elevations 'r 1 �`& w'r•t;` Ir • '"` ""` { CARPET CPT HORIZONTAL, REQUIRED kE0'D "� Z A1.2 5ccond Floor Plan "`'=' n,' '§- '` A. CATCH BASIN C B HOR ZONT ALLY HOR'IZ. REVISED, REVISION REV <.J 1 3 Attic 61.1 Garage Flans © ,�'te<+ �;.�9-•?-i.+, • CEILING CLG HOSE BIBB H B ROGM RM A A floor Plan ' CERAIJIC TILE C T. PZ HOT WATER HW I Id SECTION SECT. 62.1 Garage l=,evationSbbul Ing section -,... CLEAN CUT CO INCAfZESCENT INCP.ND. SIP.9LAR SIM PLAN DETAIL A1.4 �oo{-Plan -� f > :'... CLEAR CLR INCLUDE, UICLUDIHG INC1. SOUTH 5 h - CLOSET CL INSIDE DI ALI ETER I D SPEAKER SPKR AI.of basement Finis es Plan COLD WATER CW IN JLATEIh-R, INSULATIOH NSULT. . SPECIFICATIONS SPEC. INTERIOR ELEVATION �• �' AI.IE First Floor Finishes Plan '•, --t eS,ll'�1�"I$ ;h CON`,TFE CT GN CONST CE CORRIJAN 11 TOR CLOSET NC SOIRIAREER S�KLR D t \, (. kR'�q,�+�ip•,f:; `'- CONTROL OR LAMINATE, LAMINATED LAId SQU AF.E FEET(FOOT) SF n DOORTYPE A1.2f Second Floor Finishes Plan e$I n wor "C. ' COIJSTRUCTION JOINT CJ LAVATORY LAV. STAINLESS STEEL ST.STL. floor Inishes an 0 CONTINUE, CGPJTI:J000' CUNT. LEAD COATED COPPER LC.C. AI,3r AtticP f Pl' ,i ' .«,.. o STANDARD STD CORRIDOR CORR. LIGHT LT STEEL STL C WINDOW NUME)EK DETAIL DET LIGHTWEIGHT LTWT - A2.0 basement Ize(lected CeilingPlan STORAGE STGR DOUBLE DBL LINEAR DIFFUSER L.D. STP.UCTURAL STPUCT /, f LEVATION /�2.1 Irst Ioor Re♦-lected Ceiling Plan ORAIMNG DWG MANUFACTURER MFR Y f f .� EACH E4. MASOIJIIIRY OPENING M O SUSPEND, SUSPENSIOPI SUSP, TELEPHONE TEL REFEKF_NCEPOINT A2,2 econd Floor erlccte cI In an • EAST E MECHANI MAX TEMPERATURE TEI,IP. 5 R dC I gPl ��'®��IA� °°•^ ELECTRIC, ELECTRICAL ELEC MECHAfnr AL MECH. THERL105TAT L Q ROOM NUM6ER A2.3 Attic Floor Kerlected Ceiling Plan - ELECTRIC WATER COOLER EWC METAL MTL THROUGH THRU _ ^"^ ENCLOSURE ENOL MINIMUM MIN TYPICAL TYP. UNIT r�1�'�� A3 building ection5 EQUAL E0. MISCELLAfIE0U5 MISC. HEATER U.H. L_J �5 203 Reuteman Road ,- , EQUIPMENT EQUIP MOUNTED MTD VERTICAL, VERTICALLY VERT. kf Y�Dt�OTES D S ' G U North Stonington,CT 06359 EXHAUST EYH. NORTH N VESTIBULE VEST A3.I buildingscctions EXISTING EXIST. NOT IN CONTRACT N LC. VINYL CGMPQSITIGN VCT EX"ANSION EXP FINISH, NOT TO SCALE N T S WEST W. KEV1510N FLAG A3.2 buildingSection5 "'I (cp) 203.314.7787 FINISHED FIM. NIIIIBER O.C.OR �/ WATER CLOSET WC SERV' C E (email) FIRE ALARLI F.A. OIJ CENTER O. A+., F-rterior E-levations 4drds@comcast.net WP 1 J email 4drds comcast.net FIRE EXTINGUISHER FEXT FIRE OPENING OPG WITH W/ KFFr-KL-NCr-U-Y A9'2 FXteriorl-levations EXTINGUISHER CABINET F.E C. OPPOSITE OPP. WITHOUT W/0 A3 A5.1 rxtenorDetall5 www . ides1gnyourhome . eom A5.2 Typical Trim Details Generated by REScheck-Web Software ffiIiRvalue R-Value Compliance Certificate WALLTYPES Location Studs Cavity Description 4, , I�.° �^ SY,. y° yV2 y„ y„ - M FW WD STUD 10.00 10.00 2"Rigid board insulation Foundation Wall 0.80 0.80 10"Concrete wall Project Spatny Residence � y„syP 6d. 0.68 0.68 Inside airfilm z"Rrgid board(P°lystyrene) IftSY:•kraft face bate insnl,non Energy Code: 2015 IECC Rzl 11.48 11.48 Location: Suffolk County,New York ` " insulation } ' _ �a N' Construction Type- Single-family t�lymatltflat» RIo(R5/rnc6) ; rll ", z..clfwa.etudscdl6 ;. PfP o.e.,s=es-dw for EXT WD STUD 0.17 0.17 Exterior air film l C3 ° eFr°,,,cop ofgrad=to top of • gs. Project Type: New Construction footin adddional info. i l.�l 1, a�5g -' �* 2,c4wJ.studs@16°o.e. zx6wdst"dscd16°oc. Typical Exterior 1.20 1.20 Red Cedar Shingles Conditioned Floor Area: 3,000ft2 in 1 y°<t d=,I wood Glazing Area 20% 75 Frontage Road '0 �„ x gra t_9 �r 0.00 0.00 Moisture barrier withdraina e5 stem NorthStonington,CT [)an,PProofingfr°mtopofgrad= sheat6ing,s«sdwgs. Wall g Y Permit Date: 4 (5999 HDD) oa g I�'i. .� fo cleft nalrnfo. Y="gyPbd. Permit Num 06359 3 to bottom of footing �°syPbd 0.63 0.63 1/2' plywd.Sheathing 11^^ Permit Mumben emalh4drds@comcast.net 6.60 0.00 2X6 Wood studs @ 16"D.C. 203.314.7787 ' Moi,t.,-6amierwit6 a Concrete foundation walj 9!.' j drainagesysr<m 0.00 21.00 51/2"Fiberglass batt Insulation(1115) Construction Site: Owner/Agent: Designer/Contractor: ' R5(Ra S/h,ch) fit. - 0.00 0.00 Poly vapor barrier • 1a°a1 p <rfections red °• ; r •' , . � eedarshingles7^tache ;� 0.56 0.56 1/2"gyp.bd. COPYRIGY TN T E: • p-..:�;^^r.�e::.:......::... „i;'-r••rr �;'8 these dravings and their content ore the 0.68 0.68 Inside air film _:. ).;>y.,_ w.r,Wr, rf.e. ;r: w.... _. ..,. .. ., s ... tc. ,?.x....ta._r.._." = �----• Propertied 40PD..LLC and are fury Compliance: 8.1%Better Than Code Maximum VA: 726 Your UA: 691 Maximum SHGC 0.40 Your SHGC: 0,40 protected under all opplicable copyright laws •+�^+•�^^�^^^�. '^"^ "' 9.84 24.24 The%Better or worse Than code index reflects now close to comurance the h°use rs base4 on oude trado,oH ruleshave Foundation Wall p Typical E_xterior Walls FLR2 1ST Floor 0.68 0.68 Inside airfilm It 0015 NOT prowidean estimate atone oue.-streauva toamini mum-codo home. Iraq andorea rot to used for yy the buyer,se ore not to be used for any other (112+.z)Total R-Value purpose wihiout written auhis set of Irom (RII.+s)T°calRValne 1st Floor over 0.93 0.93 3/4"sheathing Envelope Assemblies 4Decorer. eypIsbu'rlgthyonet tr plans, the owner agrees l0 bwld only one structure, regardless of any altembons or modifications I Unconditioned 3.6 0 Top&Bottom chord of i-joists " ' 9 " ac ,':'. " '."•': to these tans failure to conply b these L e s I n t e r I O r W a T e 5 "g '', '.. I• ,. ,`::#1 "` P PY x t e r i o r a T P .. W Basement 1 1"air space .£ •.., 'a, conditions' condrlons WIII resmc n me intringemenr of '' the copyright statues and the violator will be 30 10"batt insulation(1130) BasementWalls:solid Concrete or Masonry 1,648 0.0 11.5 0.071 117 subject to prosecution for damages of up to Wall height;8.0' 1100,000 per m6ingernent 0.61 0.61 Inside ai r fil m Depth below grade:6.0' Insulation depth 6.0' '02016 40 RESCIN71AL DESIGN SERMCES,LLC 5.82 33.22 1st FloorAll-Wood joist/rruss Over Uncond.Space 1,440 33.2 0.0 0.030 43 FLR 3 1ST Floor 0.68 0.68 Inside air film Sun Room Floor:All-Wood joistrrruss Over Uncond.Space 208 33,2 0.0 0,030 6 u-716°en Ar.osis@ g 0.93 0.93 3 4"sheathing Basement Slab:Unheated Slab-On-Grade 201 0.0 1.042 209 .eu611°orsb<atbingg J /"sn611. -sheatk. 91/z"=ogFlr Cs Attie Floor/2nd / g Insulation depth 00' F_RR0R5&OM15510N5 16"o.c,s=<s-dwgs For 16°o.<.,see e-wgs for floor Ceiling 3.6 0 Top&Bottom chord of i-joists Main House Ceiling;Flat or Scissor Truss 1,184 32.3 0.0 0.033 39 Although every effort Is made to ensure the add tonal nFo. addrtional u,fo. ral 50 33.4 0.0 0.031 2 occurocy of these plans,4DPDS LLC I ------ - -_- -- - - _ _ 81/4"batt insulation(1130) Sun n RRoom Cell a at or Soom Ceiling-Sloped: cissor russ 57 3.4 0.0 0.033 o plans it changes should Le required ' --_ --"�`= 'rsPa°<� - bd Master Bathroom CellingFlSloped:Cathedral 145 33.0 0.0 0.031 1 O rese`ves 6e right to make corrections to ur ar an es re mr 0.56 0.56 1/2"gyp. r Master Bathroom Ceiling-Flat:Flat or Scissor Truss 135 32.0 0.0 0.034 5 \ $ \ / P• ` 0.61 0.61 Inside air film 636 24.2 5.0 0.040 20 / \ Main House Front Wall:Wood Frame,16in.o.c. 6.38 33.78 ¢ ° ", •• � \ ` , i 0 Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 4 1` `\ `\ 1 SHGC:0.40 CLG 1 1ST Floor 0.68 0.68 Inside air film Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 \ \ FlatCeiling 9 0 2x8's @ 16"O.C. SHGC:0.40 Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 eY,-Lr,Ftfaced batt ins"tat'°" Sunroom 30 10"batt insulation(1130) sflcc:o ao (Roo) Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 Io"batt Insulation X., 0.94 3/4"wd t&g boards SHGC;040 (R5o) Y=„gyPld 0.68 0.68 Inside airfilm Window-Type A:Wood Frame,2 Pane wr Low-E 15 0.250 4 SHGC:0.40 10.62 32.3 Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 SHGC T(J,PICaI Of basement Slab _ First Moor Attic Floor inflow-40 F p CLG2 1ST floor 0.68 0.68 Insideairfilm Window-Type A;Wood Frame,2Pane wl Low-E 15 0.250 4 1 }ZI I L1�2 F��3 (R557a)TotalR-VI,r< sndow-To (1155 z)T°cal R Valn< Flat Ceiling 9 0 2x8'5 @ 16"O.C. Window-Type A:Wood Frame,2 Pane w7 Low-E 15 0.250 4 Master Bathroom 30 81/4"batt insulation(1130) SHGC:0.40 O O r T l� p e s Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 V 0.56 0.56 1/2"gyp.bd. SHGC:0.40 [ 0.68 0.68 Inside air film Main House Right Side Wall.Wood Frame,16m.o.c. 273 242 5.0 0 040 9 n 1 Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 10.92 31.92 SHGC:0.40 �J p 111 Window 0.40-Type A:Wood Frame,2 Pane w!Low-E 15 0.250 4 0.17 0.17 Exterior air film � Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 3 t Cathedral Clg/Roof 0.63 0.63 1/2"plywood SHGC:0.40 aJ Sunroom 11.1 0 2x10's @ 16"O.C. Window-Type A:Wood Frame,2 Pane win Low-E 15 0.250 4 z 'I SHGC;0.40 1 1.5"air s ace 1.5"st rofaom raftervents Main House Rear Wall:Wood Frame,16in.o.c. p ( y ) 691 24.2 5,0 0.040 23 C z,adfwd.rafter zxadfwdrafter 30 81/4"batt insulation(1130) Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 O g SHGC:0.40 tr /dogjl 16° { t'es cls Jorstso 16° 0.94 0.94 3/4"wd t&g boards L R o.c."see s-dw for o.a,see s-dwgs.for Window-Type A:Wood Frame,2 Pane w!Low-E 15 0,250 4 ^ O gs - _ Window 0 40 l.t..• addmonal info, aciJuln alinfo. 0.61 0.61 Inside airfiIm Window-Type A:Wood Frame,2 Pane w!Low-E 15 0.250 4 13.45 33.35 SHGC:0.40 U J1 112 0.17 0.17 Exterior air fil m SHGC:0.40-Typendow A:Wood Frame.2 Pane w/Low•E 1s o.zso 4 Cathedral CI /Rcof 0.63 0.63 2' plywood Window-Type E:Wood Frame,2 Pane w/Low-E 24 0.250 6 g P Y SHGC:0.40 Master Bathroom 11.1 0 2x10's @ 16 O.C. Window-Type A2:Wood Frame,2 Pane wl Low•E 37 0.250 9 j 1 1.5"airspace(1.5"styrofoam rafter vents) SHGC:0.40Main House Left Side Wall.Wood Frame,16in o.c 550 24.2 5.0 0.040 19 30 81/4"batt insulation(1130) Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 SHGC:0.40 to-Lraftfacebattn,sdarion� o"kraft face bateinsulation 7 0`56 0.56 1/2'gyp.bd' Window-Type A:Wood Frame,2Pane w/Low-E 15 0.250 4 (Kw) (R5o) 0.61 0.61 Inside air film SHGC:0.40 Window-Type A:Wood Frame,2 Pane w/Low-E 15 0.250 4 lxwood ttg ceiling boards y°gyp bd 13 I .07 32.97 SHGC:0.40 Sunroom Ceiling Master Bathroom Ceiling Window-Type A:Wood Frame,2Pane w/Low-E 15 0.250 4 t SHGC:0.40 CLG I CL_G2 Window-Type B:Wood Frame,2 Pane w(Low-E 8 0.250 2 (R5z 3)Total R-Val:,e (R519z)Total R-Valn< SHGC:0.40 Window-Type B:Wood Frame,2 Pane w!Low-E 8 0.250 2 C e I l I n D T p e SHGC:o 40 217 24.2 5 0 0 040 8 Bump Front Wall:Wood Frame,Ill o.c, PRODUCT PERFORMANCE RES cf cel Window-Type B:Wood Frame,2 Pane w/Low-E 8 0.250 2 SHGC:0 40 only allows a Bump Right Side Wall:Wood Frame,161n,o,c. 271 24.2 5.0 0.040 10 Proposed Wall/ maximum of.40 Window-Type B:Wood Frame,2 Pane w/Cow-E 8 0 250 2 Cli f=loo, SAGC:0.40 Types Center of Glass Performance Data for Products with High-Performance Low-EC Glass Window-Type B:Wood Frame,2 Pane w/Low-E 8 0.250 2 SHGC:0.40 Fading SRH Window-Type B:Wood Frame,2 Pane w/Low-E 8 0.250 2 Anderaeti Product LIgM SC' SNCC' RHC' Tuc' 7dw' U-Faaar' lip>emar` WST' SHGC:0 40 Bump Rear Wall:Wood Frame,161n.o c. 27 24.2 5.0 0 040 1 Scale: As Noted A,pbalt e ngles > Asp6,lt shn,gl<s Asphalt shingles % 4s 1w9andovn � / 157 24.7 5 p 0 040 3 prawn RM ' War<rprorection ` Wat<rpromaion � Sun Room Right Side Wall:Wood Frame,16in,o.c. g`{' \vaterf,rotecnon / .r- ;may, caummt 72% G4T 041 98 16% 33% 0,25 81% 61•F membrane / /'' membrane - / membrane r�, a} Window-Type D:Wood Frame,2 Pane w/Low-E 18 0.250 5 , /S A � 72% 0.4T 0.41 86 ISG, 33Y. 0.25 81% 6l'F SHGC:0,40 ` T2% 0.47 0.41 96 16% 33% 0.15 61% 61•F Window-Type D:Wood Frame,2 Pane w/Low-E 18 0,250 5 1/z^plywood e6eatlI A,\4f 1/z^plywood s6-1,6i" / + /z plywood sbeatbin /�/ Doubl.-Hung SHGC:0.40 �C 72% 0.41 041 98 16%. 33% 0.15 61% 61-F \ / •� i, / t i� ///� su0on.ryruraam �a=: Window-Type D:Wood Frame,2 Pane w/Low-E 18 0 250 5 t June 16,2017 0.4? 041 96 16% 33% 025 61% 61•F SHGC:0.40 -y,� / i VentingTrere4m i -1 - /•i �/ Window-Type D;Wood Frame,2 Pane wt Low•E 18 4.250 S T2% 0.47 041 95 164 33% 0.15 61% 8l•F^1 Raft<rvrnt 9 RaRmrne , / / plqure SHGC:0,40 T2% 047 0.41 95 16% 33% 0.25 61% 61•F 157 24,2 5.0 0040 4 ! ` 2zlod I. 6paelaltr Sun Room Rear Wall:Wood Frame,161 n.o c. a f zxlodf wd rakers@ zxlodf.wd afters@ h/ // o Construction ;�,3 16•o.c. 1% �G wd.rafters Window -Type D:Wood Frame,2 Pane w/Low-E le 0.250 5 1a^o.c. ' \,/ / i / ��/ A•Salas Frelrctnmod'Fasa Docn.Fatlobar Tamome8slieliihb and Ventlnt harrcom Windwra �0 Documents a%"I.raFt face batt f ' ea l b^o e g 71% 047 041 97 16% 83% 025 61% 60•F SHGC:0 40p c •" r' „y,°kraftfacebatt _� / Dedra <,°, x-kr ftf ace o) Window-T a D:Wood Frame,2 Pane w/Low-E 18 0.250 5 insulation(R-5o) // Hinged inseing 71% 04T 041 97 18% 83% 016 81% 60•F SHGC:0,40 9' Y( %^tdg wood-.1 g _ t X&,jp.6d tamng Hlneea ou11% 0.4. oat 91 16% 33% 025 51% 50 SHGC:0 4ope D :Wood Frame,2 Pane w/Low•E 18 0 250 S '4 ti 71% 0.4? DAL 97 16% 33% 0.25 61% 60•F irensam Window-Type F:Wood Frame,2 Pane w/Low-E 2 0,250 1 -. �° Sdelighl Tl% 0.47 0.41 97 16% 33% 0.26 61% 00°F SHGC:0.40 F Sun Room Left Side Wall:Wood Frame,1i o.c. 157 24.2 So 0 Oa0 4 Venting Trani 71% 047 041 97 164. nk 025 61% 60•F Sunroom Koof/Cathedral Clg. Master 5athroom Roof/Catkedral CIDP. Window-Type D.Wood Frame,2Pane w/low•E 18 0.250 s R I SHGC:0 40 FK5(R55.o5)Torsi R-Vain= 112 (R5z.97)TotalR-Value (R)z97)TotalR-Valr,- �� SHGC:dow•TypeD:WoodFrame,2Panew/Low-E 18 0250 5 WT ,.,• SHGC:0 40 Window-Type D:Wood Frame,2 Pane w/Low-E18 0.250 5 �m `•. SHGC:0.40 R O O T e s /' ® •elf�a�" 4� Window-Type H:Wood Frame,2 Pane w/Low-E 4 0 250 1 ✓ I r d'�'B tr , o SHGC:0,4C ' r Compliance Statement:The proposed building design described here Is consistent with the building plans,specifications,and other Of 1 � calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 5 5,0 and to comply with the mandatory requirements fisted In the REScheck Inspection Checklist. 1 z I z A5 A5 A3.1 A3 I E "ti D RESIDRITI L. 10'0^ 0 ERVIl.fFC 4011 je75 Frontage Road 4)1 j'-o^ ,'_6^ r_1,• 9'_2.• 2'-1 1' North Stonington,I _ ------------ — '',.. 06359 3 i I emall:4drds@comcast.net ------ — --- 203.314.7787 I I Y I COFYRIGHT NOTICE• I I I These drawings and then conlmt are the I I I papally of 4DRDS LLC and are fury z I I I 3 Indicatedunder applicable lows y have prepared PecfollYfathe A3.z I I I A3.z buyer,awithout id not tnto be ulsed for onfrom i . I I purpose Q Q - 4DRDS,LLC. By purchasing this set of plans, the owner agrees to build only one structure, 1 I regardless of any dtemlions or modifications I i to these plans Ito comply to these Storage#3 005 ' t conditions will result n the infringement will of the copyright statues and the violator will be subject to prosecution for damages of up to 1100,000 per infringement I I '; TDP of Foundation Wall ©2016 40 RESIDENTIAL DESIGN SERNCES,LLC IV11, 7 5 7- - - � - - - -I I • ---------------------------------------- --——————— L— ERRORS&OMISSIONS a Although every effort is made to ensure the I— — -- -----------4---- -- ------ — —1 ----- I'; orvestyoilhttomnecoireSLLC I � ' I Iii a reserves the right to make ccirections to 19 I I ? I ,——-1 our plans if changes should be required. I ' I ❑ I I I i F I ' r Mechanical Koon, I __J _____I �a�=ge Z Basement Window jection � 5torage#4 I i I q 15'-OO�s'-7° I' G 004 I I Sla6on I i t Al o Scale:I^-r-o^ z - Typ. I •. I z A3.z i 3 i i Aj.z --—— ———— _ a I cy, ------ }— 7 f— 9 oI � --------- ---------------- I I rIT / _ ---------- rr i I 7 wl C�4.... .. , V I --------J; za 1 ————— - — I CL — 0 -------- 1 `off I ^ � o F-------i lam. —————— — I aL:......:..... 1 aundr�y Koom , 5toi#I F I1------- 1 I If 002 0 .-._.. .-..-..-.. q , I , „ I I f to ' I A3.z I I .._.-..-_.._..-..- I . —— I A !--- -- s Z A3 Up .............Il TopoFConcrete . �asementWindow Flan Detail _ — 3,_5:' I 1 j'-5^ 3'-3" 1'-5" 1'-1 1'/+" ———4 I I I I basement Floor I'Ian Basement roor Plan A A A3 As.l A5 1 I.o Scale:v4°=I'-O• Scale: I/4"= I'-O" prawn By' KM General Notes: elan Kcy Notes: I. Damp proof new foundation wall;per code. See section details on structural drawls forall 2. 5cestructuraldrawingsand buddngssections for botromoffooting O drawings 5«stn,ctu.rad.awi.gsForallpostFoorings. z 5<estt,on.adrawngsforallanchorbot fo::nd.,tlonFootingsandwalk. inforn.ation• DateNovem6er I4,2017 <levanons. 3. See structural drawings For all foundation information 5«structural drawings for a1hruenor footing.. g<ampocket,coordiat<withstmauraldrawings. 5 I-Ieatmgsystemand associatede9.upment.stobe 0 E)rA cnecrto6cde:<mured6yowner5e< dete,nw.ned69owner. ib See structural drawings for all chimney Footings. structural drawings. Serm „ ump pump,sp—cfm 6 cat—, e detned 6g ❑5 See structural drawings forall beam p h Construction supports. a r—ije%"f—ratedcyp.bd.onceilinginstai�as< owner. "s and on walls. 5 Washer,dryu,utdrcys.nkandwo�counter,all Ku Documents 0 Masonry cbin,ney eonstn,ction.rm,de necessary clearances to new framing a enhers. i o 62 pine 60,stau asseubly w.tb continuous spedf-tion,to be detanti 69 owner. handrail ode. Beam above,see structural drawings. per c QSee structural drawings forconcmte slab. .o X08 A" ~.� uv Sh«t Of .,fury _• ,�+. I 2 2 A3 A3 A31 A3.1 G v ti E O 3 1'_6" RESID"IrrIAL D �+ 1 q� 3'-105/.° 'J'-10'x" 2'-I%" I' ° 1..� r: x�$ I r 1°{V 19 Fa�/I C'1: " y 75 Frontage Road d © North Stonington,CT 06359 T ema11;4drdsC�comcast.net = J e 203.314.7787 SlmP,nn•$md — I,-Q° jtrong-wale, Dn b COPYRIGHT NOTICF_: i t These drawings and[heir corfpnl are the zo properly of 4DRDS LLC and are fuhy Glazed Porch proleded under all applicable copyright lois z 1 O6 3 They have been floured spenbcally for the buyer,and are not to be used for any other A3'� Duk 15'-3"•12'-0^ - A3'z purpose without written authorization Irom set of 4 4Downer agrees to bidpurchasing onlyone structure, the re, u'I r' — regardless of any alterations or modifications to these plans failure to comply to these conditions will result it the infringement of Ill copyright statues and the violator will be subject to prosecu'iun for damages of up to — $100,000 per Infringement l >o 02016 dD RESIDENTIAL DESIGN SERNCES,LLC ILI 106a `9 `9 O 0 N ERRORS&OMISSIONS �.-94 FE Although every elforl Is made to ensure ttie Ctijobb accuracy of these plops,4DRDS LLC. R € C ;; =+•"Ss• I I I o p a �'T, 13 9❑ �] reserves the right to make corrections to j if I O our plans if changes should be required Dining Rm " - ? �7 104 j --d 2 3 Mud Rm./ Dd Kitchen r i. .. y.. .. 19--g.. Area .. . r{7 A 105 I 70 q ,. I - ,1 ,..:Y.:::.:.::y:.: T•bl.,e.99 a., � u9'-z"x 13r1" - M_. I[ l e�,.e:,,• ✓; GO to o-y,.u. 1076 orch`.. eP 2 3 srI^I A Eli A3 2 I f 3'-103"Ur q3.z � r Kitchen 1 :. — Cem Pwdr.Rm. a 07, C c O 103 i9: ,/ 6'-4"r -0" 11!111 IIIII 11 1 I lilt l Ill;l 11 Ill °"�. _ II 21 , d „ lose i I I� mrrmrtr--M IIm mnII _ 's - u - R O Gflj o _ 1, ❑ tl _ 7 r ;r ._._ .. 7 lot __open:ns_ ! ... ... .. Bsmn Stair — Dn Di Cl, Q� j l z^ - j zz r i'��` 1 O a V O spt 44 yrz 1 3 za z' _:=! '-9'/,° 5 a j'-834".',i 5'_7• j'S" ,q,,-0�,� Xz...,s SC':..:.... 1 yQ✓:, � I Q� e ' S ' milyRm. F Q TAS s --- - a IOJ Z , 3 it Living Rm. ;I Entry Hall --- nbl. 3>ed i i I o I 9..=5• T. F n. � O �� y .,•ti 6.L.... C1 t I chav'� i i i 3, "e5 • Yi T �t , n",A j4 q w• O u `9 t I ....... j I 4 3'a/,• 6'_g" 3'-z5/+" 3'-i%° 6'-s" 7'-i%° '•`•'•pj„ "r'� s D" Areas Main Nouse 1,"0.5.f.+/- 19 Lirst Floor Flan Rear Porch Room 208 s-f. z3 z3 AI.1 Sc,<:I/+"•I b" 13'-1 � 9'-3�" 13,_1 2'-7" 6'-5" 5'-6' ! First Floor Plan Total Living Area 1st poor 1 6+8 sf. +/- 37'-0" I S'-�• <—A 2 3 3 <A- Entrance flan General Notes: Plan Key Notes: doors to be determined 6y owner. Provide screen door Drawn 6g: KM ❑ ❑ 36"wide wood 6urnin Fireplace. PI-ovideflush ❑ Cakinets and counter-to s specifications to ❑ Future Patio construction to tie determined as directed by owner. 1. The encral contractor is to verify all dimensional requirements for the new structure. i Provide a I hour fire rated wall and ceiling in garage 9 g P 3 P ' P zo g J 9 hearth in material that is to tie determinedby tie determined 6y owner. by owner-not part of current work Carriage style insulated steelgaraee doors. Exact color and style 2. All fireplace and chimney specification are to tie determined 6y the owner in conjunction with them consulting with the general tair construction&details to 6e determined 6y owner. owner. Wood mantel to 6e determined 6) Available chases ace to 2nd floor- If to he determined 6y owner. Provide nylon rollers,clooro ever, contractor and mason subcontractor.All Parts of the fireplace and chimney construction shall meet all necessary building codes. ❑i S J owner. t+ Bathroom vanity. Specifications for vanity, z 1 P g J J P par<:lvovem6er 14,2017 3.All finishes are to he determined and selected 6y the owner. The general contractor shall provide samples of finish materials countertop,and mirror to he determined loy needed exterior key-pad control, and push buttons at house/garage door. za Stair construction to 6c#2 Fine tread/risers/ Coordinate finished opening indicated on plan with door to the owner for the review and approval.All finishes that are called out on the drawings shall be reviewed with the owner For P 6� Side by side washer/dryer. owner. 22 Wood burning stove,to be determined by P and stringers. Provide larger handrail on(1)side contractor. approval. 19 Step b�landing specificatoins to 60 owner. „ of stair with krusl ccl alumn. wall brackets on Custom built-in cabinet units to 6e determined determined 6y owner. C oor from baement access to house to tie an insulated steel door o Construction 4. Min.dimension of+Y2"to tie provided on all sides of door for trim. This dimension should he adiustcd should the typical 7 ❑ R O D eosin refile change. rosette 6locks. 6y owner. 23 ailing,newel posts, and nosing 6y stair ' Documents g p e Doors arc tither assumed to 6e centered in walls or located so that the+y"casing is tight in the corners. 2 n)eam above shown for clarity sce framing with a wood frame,spring hinges, double hone, hinges,and 16 J' .g contractor. Qwner to determine style and 5. Provide solid blocking in wall for all wall mounted accessories,shelves,cabinets,etc. ❑3 Shelf and pole @ 5'-O"above finished floor. s❑ Plum6in fixtures to 6e determined 6 owner. laps. aPPlica6le sill. Door style£r hardware finish to 6e determined 6y g y P finish. 6. All dimensions on the plan are to face of stud unless noted otherwise. Wall members on plans as follows: owner. "A" 2x+@ 16"o.c. +a (5)ad usta6lc shelves. S ving system to 9 36"wide full size refridogeratom t 7 Attic drop down staircase 24 grit ore a ,,JJ kel " � k p h floor over concrete sl 6. D Typical interior door to he 6'-8"pine 2 panel on ra66etted�am6s, "B" 2x6 @ 16"o.c. inlcude the following: O single 6ore and kin e type and finish to 6e selected 6 owner. "C2x4@ 16"o.c.sideway s 10 30"wide range with microwave above gv JP J " J A. Shelves to be 3/4"bitch plywood solid i y f-Ialf wall @ 9 2"a.f.f.with wood cap-band z5 Bluestone treads. Two panel door shown in drawings,owner needs to determine "D" 2x3 @ 16"o.c. edge(2+"deep).Provide 2 coats of poly. I I 24"wide undercounterdiskwaskcr. molding`,. confirm door style and wood species and finish. 7. Refer to framing plans for all structural information. Provide(3)2x post @ all 6eam locations unless otkerwise noted. B. Fixed wall ledgers made of same material on z6 Wall cap to match stair construction,6y stair 19 5"square wood columns,see elevations for contrator. S. Provide marble or similar I piece tkreskolds at tiled rooms adiacent to rooms with dissimilar flooring material. (3)sides of shelving. 1 z Daskcd lines indicate overhead door in o7,en O Typical interior double door(same specs as type D)Provide j d Flush hardwood threshold @ doorway s o rooms where hardwood Flooring changes d"direction. osition an over .ea additional info. A i �. Provi e us d dJ f h h d d fl grr 46 Shelves to be 3/4"birch solid p d k d door opener. Protide Z astragal on Inactive door,and flush bolts. 1 plywood �7 Railing and post t b.d. 10. All cakinetny including kit cken and bathrooms are to 6e determined 6y the owner in conjunction with a cabinet supplier' edge(2+"deep).Provide 2 coats of Poly. full functioning overkead door opener with O Similar to door type"D"but fully glazed(tempered safety glass) exterior keypad for Back door ODivided lite exterior door to he determined 69 owner- fully glazed Sheet Of (tempered safety glass) E 0 v m E 0 .e 0 RETIMMAL 0% CIC : It, II° e fI IC ES, y 75 Frontage Road d North Stonington,CT 06359 -_ _m»-,----- ---- ------- -------- ------ - -------------, I emalL4dfds@comcast.net 203.314.7787 I I I I COPYRIGHT NOTICE' mese drawings and their center[are the I E I I i property of 4DRDS LLC and one filly protected under all applicable copyright laws + 1 l they have been prepared specifically for the r i buyer,and are not to be used for any other purpose without written oulhonm6on from 4DRDS,LLC. By purchasing this set of plans, t I the owner agrees to build only one structure, I_I regardless of any altemhrns at modifications to these pions failure to comply to these conditions will result In the infringement of : C . . 1 :. the copyright statues and the violoty wff be t 1 i 1 subject to prosecubon for damages of up to t t I ? t100,Wo per infringement 02016 40 RESIDENTIAL DESIGN SERVICES,LLC Crawl Space 2O5a - -m - rt-- ---- --- - F_RRORSOtv115510N5 - .(' 19 T»� ' -_ - -.--- - `-- -- - - --- - ------ -- - Although ever effort ad r Ism a to ensure the o.,.,"mm.d ,..-4 �, �'D� 1 9 Y. i '� :r � accuracy of(hese plans,4DRDS LLC. q7: reserves ourr planshif purgeqlot ori s shouldcbeections requiredaGuestBathroomHis CI. 086it I .: - i` I 1 O' r It Yj .I I 1, I Bedroom 2 Master D Ir-I I" II l Sitting Area t" J I e ® C O Bathroom I !............................._. I I o9 Y ,r; 204 jo"door 7o°door L I -LLleJlllzlU'.<''t )o°door : 1; Hall P- � I S-... I O xo°door 208 bosh - , I Closet .......b[1.....> D o 203a _ dzs•° O i t O Jr-2" 2-O ¢. jz°door I�_ 'I.ml llm---- --------- -- ---- 3'- Her Cl. { z9^ 4 ." I.. '.r d;or . L f ' Closet �=�_ tb m 4 • i �n;ur:uu!niI � � ZOIa 4 - [- _ -- --- -- - - - ---- - :j -- c N D Stair 1I r 11!II IF:Ii •' O I attic UkINE444AI4— / IiII':TI(',ifT R.T' '.. : i I N 81!IIIc Illi I :1 : T q j, I aCCC9s ---- -- "� Cl, t e •-� m WI ladd�r i -- ,{'�:�� I 203c •O Closet C 5 ace doom ,rd ._,..._� a zr• -------- t 6'-6/° ------- Master Z Guest - ------- _.... .. I Bedroom 1 Hall 6 -- Bedroom ------- Be2O7 C m I 202 _ ZOI — ! I ...... 3 3-l0 N IV a � � •L — ------- I !8 -- ! ........_ .1�, I TS'ir ® d l ...............^......: © D� if J J To Areas 3,_2Y" 6,_8. j'-z%" 9'-j'/," 4'-j%" 3'-z%" _ s-j>r,• s'-s� 2nd Floor 1,30 s.�. Second Floor Plan sr-0" 15'-6+4" Ai.z 5-1�.I/9 1'-a' 1 5t Moor 1,6+8 s.f. t/_ fill Second Floor Plan t Total j_ivingArea 15t&Znd Moor 3,0 18 I Notes: Plan Key Notes: Door Type Notes: OF ntrance doors to be determined by owner. Provide screen door D—E,^ ' RM P Cabinets and countertops,specifications to Future Patio construction to 6e determined as directed 69 owner. d Provide a 1 hour Fire rated wall and ceiling In arae 56'wide wood burning fireplace. Provide(lush l tractor is to verily all dimensional determined 6 for the new structure. ❑ ' g g health in material that is to be determined 69 be determined 6y owner.P P zo 69 owner-not Part of current work Carriage stt Ic insulated steel aro e doors. xact color and style chimney specification are to 6e determined 6y the owner in conjunction with them consulting with the general 6 .� J g g F z tair construction&details to be determined 61 owner. owner. Wood mantel to be determined 69 Available chases ace to 2nd floor If O to be determined 6 owner. Provide nr lon rollers,door o ener, on subcontractor. All Parts of the fiscplace and ckimncy construction shall meet all necessary building codes. ❑ 5 J owner. 14 Pjathroom vanity. Specifications for vanity, z d P � y J P Dat=:nf ovem6er 19-,2017 z be determined and selected 6y the owner. The general contractor shall provide samples of finish materials countertop,and mirror to 6e determined 6y needed exterior Ivey-pad control, and push buttons at house/garage door. za Stair construction to be#2 Pine tread/rise s/ Coordinate finished opening indicated on Ian with door :review and approval.All finishes that are called out on the drawings shall 6e reviewed witk the ownerfor Side 6y silo washer/dryer. owner. 22 Wood burning stove,to 6e determined 6y P P and stringers. Provide larger handrail on(1)side 19 Stop£e'landing specificatoins to 6e � contractor. of stair with brushed alumn. wall brackets on Custom built-in cabinet units to be determined owner. If 9/"to be provided on all sides of door for trim. This dimension should be ad�usted should the typical 7 determined 6y owner. C poor from baement access to house to be an insulated steel door o Construction rosette blocks. ❑ by owner. �3 Railing,newel posts, and nosing 6y stair O ,e.Doors arc eitkcr assumed to be centered in walls or located so that the 4Yz"casing is tight in the corners. 16 beam above shown for clarity,see framing contractor. Owner to determine style and with a wood frame,spring hinges, double bore, hinges,and � Documents eking in wall for all wall mounted accessories,shelves,cabinets,etc. F] Shelf and ole @ 5'-O"above finished floor. plans. applicable sill. Door style&hardware finish to 6e determined ky P Plumbing fixtures to 6e determined by owner. P finish. n the plan are to face of stud unless noted otherwise. Wall members on plans as follows: owner. 4a (5)ad'ustable shelves. Shelving system to 9❑ 36"wide full size refridgerator. 17 Attic drop down staircase z9 Brick orck floor over concrete slab. �J P O Typical interior door to 6e 6'-S'pine 2 Panel on rabbettedjambs, intrude the following: single bore and kin e tr e and finish to 6c selected 6 owner. d o 30"wide range with microwave above. ,� g JP 9 sideways A. /kelves to be 3/9"birch plywood solid I e half wall @ 42"a.f.f.with wood cap&band z5 6luestone treads. Two panel door skown in drawings,owner needs to determine edge(24"deep).Provide 2 coats of poly. 11-11 I 24"wide undercounter diskwasher. molding. confirm door str Ic and woods cries and finisk. Plans for all structural information. Provide(3)2x Post Cb all beam locations unless othewise noted. 5- Fixed wall ledgers made of same material on z6 Wall cap to match stair construction,6y stair J P E 5"square wood columns,see elevations for contrator. r similar I tees tkreskolds at tiled rooms adjacent to rooms with dissimilar flooring material. (3)sides of shelvin I z Dashed lines indicate overhead door in open ❑ c teal interior double door(same s ccs as tl e D)Provide /� � ^y P I g g' ❑ P E TJP P JP / \ 2— additional info. /�---.\'► -dwood threshold @ doorways of rooms whc-e hardwood(loosing changes diroction. ❑ S 3/4"birch Plywood solid position and overhead door opens-. Provide � g P astragal on inactive door,and flush bolts. 46 kelves to be 7 Bailin and est t.6.d. eluding Litcken and batkrooms are to be determined by the owner in conjunction with a cabinet supplier. edge(24"dee ) Provide 2 coats of ole. full functioning overhead door opener witk Similar to door tt e"D"but full lazed(tempered safetl lass) �' P' P J exterior keypad for each door O JP `J S P J g ODivided lite exterior door to be determined 69 owner-fully glazed Sheet Of (tempered safety glass) 2 2 A3 A5 A31 ASI £ O V d E O Z L RESIDENTIAL �qESIlr AL � D t• 8 10 "EmVI C , 75 Frontage Road 4) North Stonington,CT 06359 3 ema11:4drds@comcastnet ,.t•I ,. ... f... i i 203.314.7787 , I + I II It , COPYRIGHT NOTICE These drawings and they conlenl ore the 1 1 j j perty of DRDS LLand ore fully m. protected ham been all lreparled spachle actlyforht athe A3.z i i i.i A3,z buyer,and are of to be used for any other purpose without wniten authoriz0on from 4DRD5,LLC. By purchasing this set of plans, the owner agrees la build only one structure, regardless of any alterations or modifications to these plans Failure to comply to these conditions will tinfringement result in he fringem nt of the copyright statues and theViolator will be subject toP rosecuhan for denotes of up to I t t I SIDQDDD per infringement • OC2DI6 40 RE5IDEN114L DESIGN SERNCES,LLC r It ` I 1 ) --------------------t-------- - J_`_r>_- _- - _ __, _ ,___ __ _ -- - ---- -- -- -- ---- --- s ERRORS OMISSIONS ........._,...................._..,......_,........,......._<................._....__..... ., . ....._.... ......-.................. . ...... :. I I "'e r 1 though every efb;rt mad to ensure I I h I A accuracy of these plans,o4DRDS LLC.the he right to make 1 's re plans if changes should ber equiredired l I l I:I ! i Aj.z A3.z I� I I j I i Attic`jtorage 0 - z = b�laboattic r ) Q� .;i Att,< ........ ......... ..........................._..... <,. - - 4 ddP ,^11 ---------: -------- ----=-- ---- -- � ! QD C r� 7'd" ; > lam. t i s 4-3 ! 1 ,I I �___ __________ ____________________ _ __ _ __ __ _ __ r _ ___ \ ---_..—`-- _ ___ _ __T __ �___ __ __ ti. I __--__ __----_____..____ _ ____ _____________ __ ___—__777_7_--_ -——— l ._ •_ 37'-0" z� , Attic poor Pian � ` A13 5<al�:l/+•=n-o° Attic Floor Plan z I z Plan General Notes: flan K,e� Notes,() : A3 A3.1 A3 1 Door Type Notes: OEntrance doors to 6e determined 69 owner. Provide screen door Draw"5, KM Provide a I t1ourfire rated wall and ceilin In arae 36"wide wood 6urningfireplace. Provide flush 1 Cabinets and counterto s s ecifications to Future Patio construction to 6e determined as directed by owner. I. he general contractor is to venfr all dimensional re uiremcnts for the new structure I g garage 5 j P ' P zo T g J 9 2. All fireplace and chimney specification are to be determined 69 the owner in conjunction with them consulting with the general hearth in material that is to 6e determined Ly be determined by owner. 6,9 owner-not Part of current weir L Carriage style insulated steel garage doors. F_xact color and style z tair construction&details to be determined 6c owner. owner. Wood mantel to be determintJ 6y z t Available chases ace to 2nd floor framing if to Let determined br owner. Provide rr Ion rollers,dooro ener, contractor and mason subcontractor. All Parts of the fireplace and c:vimney construction shall meet all necessary building codes. � S J owner. 1+ ]�athroom vanity. Specifications forvanity, � P g J J F pat�:l�Jovember 14,2017 3.All finishes are to be determined and selected by the owner. The general contractor shall provide samples of finish materials ❑ countertop,and mirror to he determined by needed exterior Ivey-pad control, and push buttons at house/garage door. za Stair construction to be#2 pine tread/risers/ 5idc Coordinate finished opening indicated on plan with door to the owner-for the review and approval. All finishes that are called out on the drawings shall be reviewed with the owner-for- a rde 6y side washer dryer. owner. 22 Wood burning stove,to be determined 6y and stringers. Provide larger handrail on(I)side contractor. approval. 15 Step£y landing specificatoins to be owner. of stair with brushed alumn. wall brackets on Custom built-in cabinet units to 6e determined y Construction 4. Min.dimension of 4/z"to 6c provided on all sides of door for trim. This dimension should 6e ad�listed should the typical ❑j determined by owner. C poor from 6aement access to house to bean insulated steel door rosette 6locLs. 6r owner. �ailin newel posts, and nosing 6c stair- casing tair casing profile change.Doors are either assumed to 6e centered in walls or located so that the 4/z"casing is tight in the corners. J ❑ [�eam above shown for clarit ,sec framing �3 `�' p g J with a wood frame,spring hinges, double bore, hinges,and �'a� Documents 1 6 9 g contractor. Owner to determine style and aPPlica6le sill. Door style&hardware finish to 6e determined 6y 5. Provide soled blocking in wall for all wall mounted accessories,shelves,cabinets,etc. a Shelf and pole Cz,5'-O"above finished floor. 0 Plumbing fixtures to 6e determined 6y owner. plans. finish. D 6. All dimensions on the plan are to face of stud unless noted otherwise. Wall members on plans as follows: owner. 1J Attic di-op down staircase "A" 2x4 @ 16"o.c. a (5)ad'usta6le shelves. Shelving system to 9� 36"wide full size refridgerator. P z+ [rick porch floor over concrete slab. I f O Typical interior door to bo 6'-8"Pine 2 panel on rab6ethe diambs, 2x6 @ 16"o.c. in cue the ollowing: sin le Lore and hinge tr e and finish to 6e selected b owner. "C" 2x4 @ 1 6"O.C.sideways A 5 P J 10 30"wide range with microwave above. 1 s I1 g ° JP y helves to 6e 3/+"birch It wood solid ❑ elf wall @ 9 L"a.f.f,with wood cap tv band z5 �luestone treads. Two panel door shown in drawings,owner needs to determine "D" 2x3 @ 16"o.c. edge(24"deep).Provide 2 coats of Poly. I 1 2+"wide undercounter dishwasher. molding. confirm door style and wood species and finish. 7. Kefer to framing plans for all structural information. Provide(5)2x post @ all 6cam locations unless otherwise noted. E). FixeJ wall ledgers made of same material on z6 Wall cap to match stair construction,by stair 19 5"square wood columns,see elevations for contrator. S. Provide marble or similar I piece thresholds at tiled rooms ad�acent to rooms with dissimilar flooring material. 0)sides of shelving. 1 2 Dashed lints indicate overhead door in open E Typical interior double door(same specs as type D)Provide additional info. O Al 9. Provide flush hardwood threshold @ doorways of rooms where hardwood flooring changes direction. +6 Shelves to be 3/+"birch plywood sold position and overhead door opener.Provide � g P astragal on inactive door,and flush bolts. � 7 (`'ailin and ostt.b.d. 10. All cabinetry including kitchen and bathrooms are to 6c determined 6g the owner in conjunction with a cabinet supplier, edge(2+"deep).Provide 2 coats of Poly. full functioning overhead door opener with O Similar to door type"D"but fullyglazeJ(tempered safety glass) exterior keypad for tach door ODivided lite exterior door to Le determined by owner- fully glazed Sti�et QE (tempered safety glass) 2 2 As As As.t As_i E O V 4f E O t RESIDEItuff IPL 7 D E tib 10 tri J W r,r--s� N 75 Frontage Road of North Stonington,CT 'O +a 06359 emallAdrds@comeast.net 203.314.7787 COPYRIGHT NOTICE, • These drawings and their content ore the 2 I { j property of 46RDS LLC and are fuly protected under all applicable copyright laws They As z 3 I 3q;.z buyer,and arreennotepbred to he usedf`ally for the any other As.t I typ, { As't purpose without written authorization hom thi of 4theDowner agrees to buildg nlys t onefru Mons, 1 I, regardless of any dtetabons or morificohns to these plans failure to comply to these ' conditions will result in the infringement of 12/Irz 1 12/12copyright ''<� I ', the statues and the violator wall be suL,,ed to proseculan for damages of up to •I ;. { JIW,000 per mGmgemenl 'j ©2016 41)RESIDENTIAL DESIGN SERNCES,LLC I I. ERROK5sOM15510N5 As.t ' I Although every effort is made to ensure the : i accuracy of These plans,4DRDS LLC reserves the right to make conectinns to ... .. .. .. .. our plans d changesshoudberequired Ft + I ' eme. Ast t tt { f A3 z N t E3 3a - I r i t9p: i I ' t I • n . �`—L--- ir"t .. ................:... i I As.l t r � u. t, (- , z } c 0, 4 , {. I F I'. I AsI I 'i : r � i 1 t 3 � As. As.t ce RooF Plan A3 A3 <A,l / <A,l 55,-1- 1/4"- I'-O" Drown�yRM Plan KeD Notes: ROOYPIan O +ayw eararckict„ralaspkaltAurglcswnkfullcoY,crageiceand Date,Novem6erI+,2017 water Protection membrane on roof deck.Typ.unless noted A1.4 Scale,V+„_I:-0, otkerwise. �2 Omitted. 3❑ Lead coatedcopperflaskingaro,indnewckimney. ,`p Construction �'u Documents 0 C—sinuous Odge cmt.Typical at all asphalt skingle ridges. Plan Cjeneral Notes: N=wAln"•s°ilia balfroY,ndgntterswitk3•dia.ro„nddownspo,ms. I.Contractor to coordinate all roof penetrations before roofing is installed. z. Pro,,dc full coverage ice and water protection membrane on all roofs. s.All roof packer to vcnRed,n tke f,cld with a isting stn,ct-c. 41D is es$IP�� fw _� V I 9 E 0 v ai E o D 1^� #� I/y [gAggC.. D E- t 0 tib J 75 Frontage Road d North Stonington,CT 06359 >..,,�,__,...:-,•.„_-..�,...�..�..__�_...,,/..��>.;� „ Plan Key(votes: 06359 063omcast.Rot 203.314.7787 CProvide all necessary electrical wiring and fixtures to mechanical equipment througbout house. rCOPYRIGHT NOTICE: ElWrapbeam with wood trim boards and finish to be determined by owner. E These drawings and their content ore fie Indicates typ.door/window header. property of 40RDS LLC and are fully / They protected have e been preparnder all ed specificallle ly for laws. forthe hove / 4 geam,�, buyer,and are not to be used for any after I purpose without written authorization tram OROS,LLC. By purchasing this set of plans, 1 t [he owner agrees to to d only one structure, t O l Plan General Notes: regardless of any alterations or modifcotwns \ tora e# to these plans failure to comply to these \ 3 1 — indicates approximate cei ing height conditions will result n the inhingenent of 9'- the copyright statues and the violator will be 005 a' axe sC 2.jee building secitons and framing Plans for additional information. subject to prosecution for damages of up to Sr00,000 per infringement \ 3.All electrical lighting switching,outlets and fire detection equipment to 6e installed per / applica6le code requirements. ©201fi 4D RESIDENTIALOESICI!SER14CE5,LLC / 4 Owner intends to review and finalize all electrical lighting,switching,power,cable,Internet and wifi planning with owner. ,....Z».._._l.....c s'.,.Ci::»..:.X»»...//:c.._. »...,.<»C»...v.-........:.....�.:....•_..�."<».__.S.._..:<;..:.._r,...__f.:..�:.1<..:...' ...:.1.__. S...i<;�_<c»-�'<.r.. -._1:.....7 _^"a..:.:,:..:_v..._:�!5:.... —_____ _ __ _ v (( ERROR5&0M155I0N5 �t....�._._, Cejline Finish Sehedu�e: Alraigh every effort is made to ensure the accuracy of these plans,4BRDS LLC / 1 ----------- ----- '''-----------_--``` — ------- — reserves the right to make corrections to +\ 4 j Gypsum board,ptd our plans if changes should Be required `2 ye fire rated g9p.6d sanded,primed a pail iriAcd ceiling min.(3)coats of compound/ Mechantca Room \ _........................... ;.—.._._... / Storage#4' \\ �J Wood ceiling to 6c determined 69 owner. I o03 t t 0 oa4 1 t A I 1 Y II D Wood trim boards painted l \ / I (_InFim,hed I © � F r l ,t �........... ..�, T .....I........_......., f 0' ,�D �i ndr \ /„,.» r . r.:.._t Storage#I -------- < ....._i.-. ».:.................. 1 \ I 00 I 1 u oon l (ED t g O Y I err '1 / / n / i � 1 i .................. „ .._. ..._. 1 .....-. .. r r r' r �----------r `------- r i '. ---" --------- ..... . E)ascment Z gasement Floor-Keflected Ceiling Plan Reflected Ceiling Ai.o Scale:I/9 0„ Plan e c t r i c a 5 Lj m D o s utility 5 y m 6 0 s 1_ i g h t i n g 5 c h e d u in sofa^gJ KM Duplex outlet One way switch All locations 3 Fxteriorwall mounted liglat ® Drop tea-cup type light,clg.mounted � Basement *3 �cn GFI Duplex outlet s, One way dimmer switch c esnoted 5"recessed light w/6a e Wall mounted down facing light ....................... 5 • pate: June 16,2017 J otherwise u ex to switc i Three wat switc u o �nrs D pl I Th It c c O 6°recessed light w/6afflc D Wall sconce I® - E�'`•'•+ '�,~�° 0 o i• ¢ '; �Qur;neR Clothes Dryer receptacleu Three way dimmer switch Ceiling mounted light uorescent light strip 7.' ' �0' Construction —111110- Cable TVRan e/Qven receptacle: Four wag switch Documents Wall mounted vanity sconce �Rer Refrigerator receptacle in Ceiling fan w/light,d61e.dimmer switch Telephone J Q Ceiling Fan w/lights Sinn without lights,sec Ian f � 5kower recessed light P Y' ® Floor duplex outlet Q Intcr connected smoke detectors Cats-Network Cable i' d ❑ �athroom exhaust fan unit ® Post Lantern Qua outlet ® neat detectors - bathroom exhaust fan w/heat b light Flood light w/motion detector Track Lighting O Ceramic bulbs on switch A2. .o Sheet Of 0 ai RESIDEDMAL D E 8 110 Ill"' & s r RV I C r-S 75 Frontage Road 4) North Stonington,CT ............... 06359 .......... ............ . ...... ------ oFlan VcD Notes: emall:4drds@comeast.net 203.314.7787 LFrovide all necessary wiring andFixtures to meo6anicaleguipment throughout51 Wrap beam with wood trim boards and finish to be determined 6!)owner COrYKIGHTNOTICF—i L These drawings and their content one the 0;- L4 Inclicatest!jp cloor/winclowkinader. property of 4DIRDS LC and are fuly [,elected under at applicable copyright love they have been p,,pured speeficirly for the �j buyer,and are not to be used for any other purpose without written outorizatiorn from 4DRDS,i By purchasing this set of plans, T) T-ithe owner agrees to build only one structure, Plan Giftlicral Notes: regardless of any directions or modifications to these plans i to comply to these indicates approximate ceiling height conditions will result In the infringement of 9,-0• the copyright stature and the Vrootor will be 10 Is subject to prosecution for damages of up to 2.See building secitons and framing plans for additional information.0 S100,0100 per infringement 5.All clectrical ligliting,switching,outlets and fire detection c9nip—r-it to be installed per CO2016 40 RESIDENIKIL DESIGN HRVICES,M Pplic.61c code requirements. 4.Owner intends to review and finalize all electrical lighting,switching,Power,o.61c,Internet and wif, planning with owner. r—KKOK-5&OM15SION5 ---GF Pinish Schedule: Although every effort is made to eribure the 6FIA 10 acc,racy of hese ph,rrs,40RDS LI-C. Kr(r reserves the right to ni corrections to A] Ci9r3.m kcisircl,ptJ our plans if changes shouted be required. ------ A2- Ys"fire rated g9p.68.finiskcJ ceiling,min. coats of compound/ sanded,primed&painted l l I..........) .......... ....................... +1 A] Wood ceil g to be determined 69—en ',. ............... A, A, 0.1 =77 4 )1 D Wood trim 6—Js Painted II LI I JLJ (Arfini'l-iccl -0. MIT 11110 8411111111 mi ............................ Z ................. J DT5 DTs .—.— ............. ................................ ................ q) 0 FE7 IE� - -- /............ \ J-- ............... i . l ©' I ❑ C-5 D ILI ............ ...................*.DT9 ................ 14......................... ,EK7. ....................... .............. First Floor First Poor KcflectedCeiling Flan KeflecteJ Ceiling Z Plan ]/+"= c c t r c a mo .5 t �q t M 0 5 g t n g c e u It Dra—E)q: RM F-)UFICX outlet One way switch All locations I E)asenrent F—xtcrior wall mounted hi Drop tea-cup type light,dg.mounted ................... e ro, M 1)UplCX outlet One wag dimmer switch u unless 1 1) 5"recessed Ii ht w/6afflc Wall mounted clown facing 1 010 C C Do- June 16,2017 otherwise ZQ DT5 DuplC Cex to switch Tki-con wag switch u O 6"recessed ligktw/6afl`lc Wall sconce -C :�i r K Clothes pryer receptacle Tkrct way dimmer switch a. Fluarescietnt liskt strip Ceiling mounted light Ii, 7aO Construction C,ekle TV marC17 Kange/Ovcn receptacle Four way switch Documents �@Kr-r Kefrigerator receptacle rt Ceiling Fan w/Iii Ale.clinnnner switck Tele hone Wall mounted vanit!j sconce 0 Ceiling Fan w/ligkts Sim without lights,sine plan ,c detectors Network able Shower recessed liglit loot duplex outlet @ Interconnected C.t5 ...... bathroom exhaust fan unit Post Lantern Quad outlet Heat detectors F)atkroom exhaust fan w/beat&light Flood light w/motion detector I Q-—O Tracl,Lighting 0 Ccranrfi,E)u16s on switch 51-i-t of E 0 ai - E 0 a Mc ;:twP`zlril�8� 'in 75 Frontage Road d North Stonington,CT -- ----- -•__ -- --- ----=----- Pan KcJ dotes: ----- --- emall:4drds@comcast,net 203.314.7787 Provide all necesary clectricaI wiring and fixtures to mechanical equipment throughout El Wrap 6cam with wood trim boards and finish to 6e determined 6y owner COPYRIGHT NOTICE These drawings and their content are the ro ert of 40RD5 LLC and ore full t I' - 3 ❑3 Indicates typ.door/window header. P P V' Y protected under all applicable cop ight lo • - - 't' ih z have been pr ,ed specificaws specifically fa fhe .... E,Above buyer,and are not to he used for any other purpose without written aulhoriiahon Iron 4DRDS,LLC. By purchasing this set of plans the owner agrees to build only one structure, Plan General Notes: regardless of any otterations or modlflca6:ns 1 I t 1 to these plans. Failure to comply to these Indicates Pp—innate ceiling height conditions hill resun n emznt tlnlt he Inof the copyright statues and the will be I i+ "5 I 1 t. ,,.... r subject top!nSefUlICn for damages Of up f0 .jcebin sectonsand framing plansforadditionalinformation. 1100,000 per infringement 3 All electrical lighting,switching,outlets and fire detection equipment to be installed per applicable code requirements. iCJ2016 4D kESIOENiIAL GESIGN SERNCES,LLC l 4 Owner intends to review and finalize all electrical lighting,switching,power,ca61c,Internet and wifi planning with owner. I I.._...:......_..... .......--- ... ........_ - -- - --T-< .�RT-- -------= I 5 h d ERRORSc OMISSIONS =- - - - -- - - - - h effort d t --�---- � ---�--, ----- --- --- _ --------� � �, � ei�n [=finish c e u e: Although every a ar 1s made o ensure the --� .,,,;.,•>nn�,,,��:d `Z-\ _ ;rl "� _ l I accuracy of thece plans,4DRDS LLC teserves the right to make corrections to . ,.... . - •\\ \ f )� -' - ' i Gypsum board,ptd our plans if changes should be required / L J I i --'-`-- I! / //' _ AE: ............. !....`R. � � � �� " re ed g p 6d.finished coling,min.(3)coats of compound/ A I I� / \ 3t:: and at ,ed ted 4 li :: AI 'ti- __ , -:CL: r�� s dr grin painted A� I y : 1 / ...\..................._..._l 1 j / Wood telling to be dctcrmined by owner. i l � \ ii 1J Wood trim boards panted it } \ I n! llIIJlulatttm----- a: uwII Unfinished ylrVTj�y, / 0 / I \ u / — - -\ All — \� :L.a:::u...-•:a:... \I !i �' - ;r' -( ; -_= IY ;t ..............._... ._..._.................,......... .. —t/Iy/j Il tlrnlal II i;11;!1h•• l�11'1 Hill I It I , i _I � --t�- 9'-O' v I •—•-.---- I - - -ryWttMIT t0'4 G"„.f _ I ., t /I a 'o Bit; out // '11 , 1 - I; � 1 I J _ I ' i I z I , ../_nT> �\ A, U I I e'_o• t, tn It �i4 ................................ I i L., jecond Floor / 1� Second rloor Keflected Ceiling Plan Reflectcj Ceiling cj<al. 1/4i,- P-0" e c t r i c a 5 y m b o 1 s uti � ity 51jM 0 � 5 L i g h t i n 5 c I, e d u e D KM Duplex outlet One way switch D® Exterior wall mounted light ® prop tea-cup tyre light,clg.mounted All locations N gascmcnt ISM Duplex outlet One wa dimmer switch o unless noted u Q 5"recessed li gl,t w/baffle Wall mounted down facia ll ht _. �"s''' gn f in y e e 5" b ,� `","'ek�" ..., y: +%@�,"-'�`, pate: June 16,2017 -1 otherwise -1 y pu lex to switch Three wag switch u ° Q d I h /h ffl Wall sconce e i l-, f ars p ? y s s O 6"recesse rg tw a e II /...y f 4'lii- G-T. .'Yl t, r �Qna,eR Clothes Dryer receptacle ?„ Three way dimmer switch (=luorescent light strip r .. _ , � Ceiling mounted Ir ht �r' - -► able `/ �` o Construction an e ven receptacle w' C Tv g ,• �RAraGr R g /O Four wags Itch }•'•;t f { m ' Documents -� Tele hone �-6 Wall mounted vanity sconce Q Ceiling fan w/lights _Oecr KeGigerator receptacle rt Ceiling fan w/light,dole.dimmer switch P Sim without lights,see plan © 5hower recessed light -connected smoke detectors - ♦ Cats-Network able z ® Floor duplex outlet Q l C ;y �. Quad ❑ E)athr oom cx,taust fan unit ® Post Lantern ••, 4:,^: ._--••'"",,.,g;nd.,^"A'`! Qua outlet ® Heat detectors — CR r e 10 bathroom exhaust fan w/heat Fs light 21,7 Flood light w/motion detector � O Trac:1_ighting O Ceramic ff)ulhs on switch 2- 2— Of E ail E 0 C 0 I) E G I ON- Mo 75 Frontage Road 9 North Stonington,CT ...........;_............... .............--- ........................_....... ...... -....r_.........,.................... ..._............................. 06359 r.._.......... .......:.......::.:.:..«..... --.........«_._._..........'I ? Pan I r------------------------------- Key Notes: I emall:4drds@comcast.net 203.314.7787 1 _ jII Prove e a necw+ electrical wiring and Fixtures to mechanical equipment throughout Wrap beam with wood trim boards and finish to be determined 6y owner. COPYRIGHT NOTICE: These diming,and their content are the I I a'7 40 0 LLC and e I - j t Indicates t9p.door/window header properly of fully , or protected under allapplicablecopyright lows I + syr for a A vc B u,ve�, used f luny other have been prepared specifically the e m bo b and ore not to be u d fo • ""i" I 3 I se without w ttenauYhorizalion loom 4DOS,LLC. By purchasi:g(his set of plan;, I I I I the owner agrees to build only one structure, I 1. 4 , Pan�jenera�Notes: regarAss of any alterations or modifications to these plans Failure to comply to these t — indicates aPProx,matc ceiling ling height conditions will result In the infringement of 9,-0:: the copyright statues and the violator will be e bu,ldm e ,ton ,d framing I prosecution or damages p 5 subject to ro f of u (o 2. e gs c ser fa ,g plans for additional information. $100,000 per Infringement t 3.A!!electrical lighting switching,outlets and fire detection e91jipment to be installed per ap�ca6le code requirements. _ 016 40 RESI0EN11AL OESICIJ SERV �2 CES LLC wner intends to review and Finalize all electrical lighting,switching,Power,ca6le,Internet and orifi planning with owner II I_ 4I ............................:............:..................... .......... ......................:.................................................................,.. .. ..... . ........................�... _.......... ...... ..... .._........... ..._ .. I r : . .., rr....l... /';.......`.',' .` .... ERRORSc OMISSIONS i tl,Jugh every effort made to ensure the .„' I 'I AI accuracy of these plans,40RDS LLC, e light to make corrections to F 1 Ceiling f reserves th Gypsum board,Ptd our ptars if changes should ha required /''f dg,l .6d.F,n,e (3) f d A2 s Ire rate P eked ceiling mrn. coats o compound / sanded,primed F>painted Wood ceiling to tie determined 6.9 0.r- .......... wner...,........._.....__.:_...;...._.........,.. .... Wood trim boards painted i I F O atticjtorage __ / s ..... O I \1 t. I / . . I a I -, C v�5 /Iv\IJvv//III �” I u/ 3 Q � -------- Q Q � +, U n� L i L_______________---___-__--_-_-__-__-- _-_-____-- _-- _ _ - Proosed Third (-loor Keflected Ceiling Plan Attic Floor F Rcflctti clCeiling Plan r e c t r i c a S y m o 1 s Ut tM C 5 L, fi g h t i n g S c h e d u l e DrawenE, KM1 Duplex outlet One way switch All locations N asemcnt D-E E-xterior wall mounted light ® Drop tea-cup type light,clg.mounted .,, �, f � >*e 1 "l� dun ISM Duplex outlet ,o One way dimmer switchunle C ss noted e O 5w light w/bafflelight Q 5"recessed li Wall mounted down facing �nr5u lex to switch •j c otherwise c - ® "'y �' 1 t (rJ +^^" '•^ Date: June 1 6,201 J Duplex Three way switch 6"recessed light w/baffle D Wall sconce n }` A — �ns,rw Clothes Dn er receptacle Three war dimmer switch r=korescent Iii strip '` •,;"C� e .t J P ri J g s Ceiling mounted light able Construction �r.Aravke Range/Oven receptacle Four way switch ♦ C TV h f` "j •.�} K'u Documents -M Telephone Wall mounted vanity sconce Q Ceiling fan w/lig is �aer Kerrigcrator receptacle rL Ceiling fan w/light,dole.dimmer switch P m without lights,see plan Ojhower recessed light 5 g P ® Floor duplex outlet Q —interconnected smoke detectors ♦ Cat5-Network Cable d bathroom exhaust fan unit ® Post Lantern `ge 4 Qua outlet © heat detectors Bathroom exhaust fan w/heat£light A�7 Flood light w/motion detector �—O Track ighting O Ceramic bulbs on switch A2 . 5 Sheet OF E v ai E G 0 C} II � tJ° e 8 ER VICE8' 75 Frontage Road d North Stonington,CT 06359 emall:4drds@comeast.net 203.314.7787 COPYRIGHT NOTICE: These drawings and their content are the property of Of M LLC and are fuly protected under all applicable copyrghl laws. They have been prepared specifically fa the buyer,and are not to be used for any other purpose without written authorization from ... .� ORDS,LLC. By purchasing this set of plans, the owner agrees to build only one structure, regardless of any alterations or modifications to these plans Future to comply to these �•:. "' 2.1 z coot.ridge board conditions will resull in the iMnngemenl of Rid•< r J,R�d.>;eI the copyright statues and the violator will be 1/2°' s subject to prosecution for damages of up to 9 e i 1100,000 per mfungement 0 @ 12 1z I 12 2 I z ©2615 4D RESIDENTIAL DE VI SERVICES,LLC Ai.z A3.2 t z A3.z A3.z rz tz 12r—KK� \o �b op. 2+:aF. AlAlthougheO `JO veryelfortis made to IenOsuN the accuracy of reserves the right plans,ese to ani correct to our plans if changes should be required c- 0 o - i 2,8 ties(D 16°o c. — 2,8 tics @ 16"o.c. R3 K R3 R3 AR § Attic Storage Attic Storage TT'! Plate � 301 301 Ir ) 'i Attic Floor _.'� � Attic i loor FLR3 it-1 1/„ FLR3 � To Plore 9-I/r'q�wlo^oc '0 To Plate s-1iz"��_@16"o.c. 31'-3° - -F-- 2nd floorr„lt studs to Ise s'Precuts - 6ot.0F6cadcr,tgP. Guest Guest - V Bedroom 1 i<„ Bedroom 2 Sitting Area z o late b o EXT zo Io0 FLR a E zz'-s W'.. (; FLR S�cood Floe _ er Q 5 P 91 r Plorc 1st floor—ll stwds to be s'Pr—ats fheadcr,tyF. � � •L s I c� I , .' 1 Lining Room Dining Room ' ie ' ' u I; Entry Hall / — Dining Room !, , w ' .:.%� 1T i T FLRz i j r FLRz E T y Frrst Floor f` st Floor ._. _....1 F,:st F Ioer / ;l 11-7/a^t�@16"oc. — Ir-lo° Mechanical Basement FN Storage O 001 Illi ' FLR' <A,.z FLRI �asen�ent 51.6 _ �i —ri 51,6 O E]L Footing Ferimeterdrn aito / 3� ° Mo j buildIn ,sec-ion �/�/ �uildingsections 6e 4"rigid perforated Fvc A3 Sia 1 z I z A3.z Aj.z A3 z A3.z E)Llilding Section building Section Scale: 1/4"= 1 r_orr A3 5c.tc:1/+^_ :_O,: Drawagy' RM Date:Qeto6er 26,2017 o Construction Kpocumcnts ...... L---J 47E Op�� C*, �;,�• � --- `R,-_, d7 A .'�k ~ Via.NN U "" r'T,�A ••,�� 5tieet of • •'Aa R�:f,La A .0 ai Rrsinn-ITIAL D E 8 1 G NO 'C 4 SERVICES', -;; 75 Frontage Road 4) North Stonington,CT 06359 emall:4drds@comcast.net 203.314.77n871 COPYRIGHT NOTICE, These drawings and their content are the property of 4DRDS LLC and are fully protected under all appilable copyriglbl laws They have been prepared specifically for the buyer,and are not to be used for any other ................................. purpose without written authorization from QRSLLC By purchasing this set of plans, the owner agrees to build only one stfucture, regardless of any alterations or modif,afore v Y to these plans. Foulare to comply to these Rid0. conditions will result in the infringement of the copyright stctues and the Violator will be sublect to prosecution for damages of up to 12 2 $100,000 per infringement 12 A5.2 A5z (:C)2016 40 RESIDENTIAL DESIGN SERVICES,LK ERRORS&OMI55ION5 Alf uiugh every effort is made to ensure the accuracy of these plans,ORES LLCol re serves the fight to make woollens to our pons if changes should be required 2,,6 to-C.1 6'.c. Attic Storage TK' 12 /0 12 12 12 At-FI F—LR-11 01a F j KIK2 --T I Crawl Space Top rl"t,, 9-11 2.'t.i L- Y31,j, 209a Cl Gz M.Bedroom k I Guest Bathrinn. Torkt� Math p F-16-7� 205 z7'-1I I,/+" Crawl Space PLREXT rx 2 j_9cconJ floor rr -725—,-1 3/-" z I I-J/3"tii a 16" 6.,of header l— Top ri.,,e Mud Rm. Family Room Kitchen C1. Worh Area Glazed Porch 7W71 'A -6—] r r_xL rLK2 —--------- 1 1-716 9i Basement Basement001 001 . A K ELKO] —T— —ent 51,16 in r,t 51 6 0 L 0 0o building Sections F)uilding Section L building 5ection l/.+"- 1,_0.. KM Date: June 1 6,201 7 Construction Documentste: 0 A5 .............. 2 A3 A3 A3.I E O V , F ... l................,. g�Er�gam;IproNo W I 2 I r-GRVICE,ea. pp��^^ ' N A3 A3 A3.1 75 Frontage Road 'O North Stonington,CT 359 T. ofrra,nin o@ T �ansmall:4drds@comcast.net 203.314.7787 i` I� COPYRIGHT NOTICE i! These drawings and then content ore the 1, property of 40RDS LLC and are fuiy 2 protected under all applicable copyright laws. 1, IE� I I� i� A3 I they have been prepared specifically for the 1 buyer,and me not to be used for any other F_XT purpose without written authorization tram 1)RDS,LLC. By purchasing thisset of plans, Attic Storage """""'" 4 g only'il "" ""'"" "' """" "" ""' the oxner agrees to butld onl ore structure, h regoldless of any alterations or metldrcalions 301 4> to these plans Failure to comply to these Ix ! conditions will result in the mi of the copyright statues and the violator will be F_X F-X EXT suhled to prosecution for damages of up to Atte I=loor Attu Floor t FM 1I00,D00 per io6ingenienl I ,kT� Plat< To Plat<0 — -- I„ L012016 40 RESIDEATAL DESIGN SERVICES,LL) Guest Guest f ERRORS s OMISSIONS Bedroom 2 Sitting Area tv.! Her CI. Hall MBath Although every effort is made to ensure me Bedroom i r r„ Hall M.Bedroom accuracy of these plans,40RDS LLC. 201 207 a 203 204 S 208q 208 207 reserves the n3ht to make correchmns to our plans if changes should be required FXT Se<ond Floor 5«ond Floor }i it FLRza To Plate - - zr-i I/4^ Mud Rm./ Luing Room Entry Hall Family Room a Dining Room /; Kitchen Pwdr.Rm. Work Area �', 102 101 107 104 `•'•`` 105 108 107 FXT I; tl EXT FXT ll �! Furst Floo," 3 t. FLfi1 First Ffoor I '1' t1J 14A° f r ` _ u __ C FW FVJ FW F1N _ Basement Basement 3 001 001 ,f' z 1 ' FLfiI 1 R' FlR C hgas ent51a6 �as<m<nt51.36 34an, 34 m L O O O — — — — — — — — — _ — O ,V O 37 — 1 2 I I 1 I 2 A3 A3 A3.1 A3 A3 A3_I A3 I building section 2 guildin jection < < A3.2 R,d< 12 12 v 12 'b° I 12 �Q FK11 � o RI RI --- To 11.,t< CLGI — .fit, ,ti guil.�ing Sections SUN ROOM o J L:X F,a,Flnor pat<:Noveni 12017 `o_ Construction w tiV FW Documents Basement 001 �13a4s°—nt5lab ;' rr ora` e* •. w y __________________ _______ Y-______--_-_____________ A3"z 3 E)uildinjection ~�'�'s v. •aa'!`,r'�� • aw h«t F A3.2 11 Elevation General Notes: o 4, 2 I. Refer to floor plans for additionalinformation. d <), A3 41'Pt A3 I 2.All exterior trim to be I x stock unless noted otherwise on details E 'y.All trim to 6e attached using stainless steel nails.Other fasteners need approval = Plan Ked Notes: RES .StitTlJtt. a, D €: 3 I 0 t'4° C ` '�' ;1;,;: ;t; ❑j ]"jtrai ht Edge edar hake bin Its. ❑ t uchtral ost wra ed in trim boards J zo19;:: g S C cJ cJ g 12 5tr P PP Typ.atfront {RVIC ES" . N and side door canopy. 75 Road 11D h Ridge ."- I' - Recessed panel work,(Ase wood trim for stile and rails North T � 135'-51/2" - ;. ":.:' ..-..:.. _.... _ _ oductforrcccssc ncl SSO l9e i. .:....... ... :. ,6i,i i-!-'' `:i' .. (A3cpvcpr - d a li n n rthc t Ff063590n "1+'' + - P Wrought hada'- exterior s , ❑ 9 ', ,.,: .. l'i ,. uL. , z % C ❑ ., ! O car as halt shin les.jee a l.i for additional emall;4drds@comcast.net ❑3 3 y F s 203.314.7787 roofing information. I4 Light fixtures provided ownerinstalledb GC. g J y , gwill. I ❑ P „ . dcvn iii 4 R g vent,typ.All ridges. c et I-1 for 'i. fl o la n ee o r n a 1 d buildm sections fordeck 5 rJ I:' additional information. S a 'i lY iEl"' F I I: .€: t: a.:.::,:;,., "_,.,. .i, - conskrudion. 7I h COPYRIG Ni T ! 'it. :,. .,.:.1 :;r .:: ..•;:.-;; '-+'; Copper uttcrsbdowns downspouts, here indicated. 5 CPP g F 9P W .wood grin,bd o I isc 5 t make rete sed panel detail.(: 6 s I (hese drawin s and their content a IM1e M c a P 9 .: iii .. ,! i .A •' ...:.:: ,. ,i.::i:. " property of 4DRCS LLC and ore fuN : 1 ,,.< Y Y ., - :;:<,.:;. . :<,._;..-; , ch,m ice bwater rotection mem6raneu id ., �}�:� R upside P t 1 6 protected under II applicable 'h la, is. ...,......: . ..t. ... .., , ... . is e a E;i, a a Coble c t la s. P DP WN9 .. , .". !;i ! t rc p and board. The have been prepared specifically fa the 1 1 2".Prov do step flashingas requ d 17 IVC Y P P p Y 1,IP ` '"` "' , .',1 ! dare not to be used for on other , i. ,i.:.:: .:......:.: .aa. buyer,an se h { i it jeegl.4(oradditionalinformation. ye, y { purpose wd out wniten authorization train tti on o i'1 lines ne indicate foundation n Custom fabricated ba cm nt h '7.: ", s a d footing,see s s c atchwat. a.c from L�' i i 'I,.i :iii..., CROS,ILC. B purchasing this set of an D C 5, 18 YP 9 i:+ 7 J "!: 1 !� the owner ree o build only n structure, ❑ e s 1 0 one st uclu e ' it"i ":'� + :.� '� .' :i :'i::,! I. ,:`!:! ,":`'!''`'i'��`:-'' 1. i. foundation lanforaddtionalinformation. en ineered6uildin material. 09 Y ., ,.i,. _ ,.,t, . , ,_., ' ,. ;7,. ," : i!: ;! - regmdless of any dterah,ns or modifications E { - ^! i{ , i to these plans future to canply to these :" Wood comer trim boards see detail on .2. 19 ranite slab stc s see floor Ian foradditional e W AS G P condRlans will result n the infringement of `. z P 9 ;. :i :.; ;,!:,, Y'€" :;:., '''' iii', ...1",J.. . .,...., _......,.... 'It. ❑ information. the col statues and the v'rolota will be : r.:::. .. ;. i J. A3 i sub"d to prosecution for connotes of u to .. :1:• - e WP .,.., .1,. ,_:'...',!:i,, rcavcconstru<tt ccdcta!I .. .,...., ...,.... .:.. :::., Po 'on,s on A5.2 c d arrestor , k chimne with-spark to ea and lead coated i.:!` F P Q ennhin eme d ;'��:. .,i, ,.il ,'1• s,i,, � 20 �n y �IDD00 p .:..:.i%=, .._..................,.7,. t, lei[ :t. copper e ... ,: i. ii.;i ii"' !i ii:, C 2 M7 RESQENI LQESGN_ERNCES LLC + , .. ,. . ,. _ .,I,'>t�- ':r I+. or window and door trim details see .I& .1 , A5 21 'trian ularlouvers u 3 ! . }, :t it ;.,, :.e ii '! :i it .. , i' .::�.:..i. A 5 1 orkirt board construction, d i; 11 osec Beta on sheet .2 F5 A zz ",-:I:,.+:- -`. 1�1orrakcconstruction sine .I. iii ;:�:,:1i.; : ❑ A 5 !.!.... i i, i...i L+.I. .. ,t ll, ::.: : :. ! i,., ., .... ....i., ... ....i.':,. „':i':;,:I,,,,: ii. is i' b 1 +t•i+,• ,{1,11'3;1'3; ,,, ERRORS OMISSIONS Am Flon'' r Asa, .'.i.;.,:. '' ,'L.1.'. .J....,. IIs'-I I/'I" '1.^_!�•-�:- - `ttS:J1`:`j,,.i i_I :.::i i.!i:;. ei;4 Although every efWrt Is mode to ensure the Iii I1 7 ,1;',!' occurac of these Ions,4DRDS ILC ... .. .. .:....,....i... .., i.....i..: ...,.... ... �';i l t ii ,;, I`'!1' !'lull -.'.f ri1:'!'+ res11 erves ghl : : : I ;: ..,..,...s..�.........:...: .....;.1..,. ,.. .. ..i.,..:......:. ,�,�"' to make ccrrechons to ., �'�� (; � -•'I 1; rese es the : ! ! ! ...!•`..:r' J - o s If ch should be ed : . _ , :-_ : ( _. .. "_...;...a.J_...�_i _ .I -� 3.1:3:3 ;,;. _;.il:; 13:'3' '3 ."j'' ": r plan Doges requlr .L. :I ,I.. iii. !`t. .li i•i'. ,' 'i li,i 1 `. �j i }' E' IH 1 71 , r:i JU❑ i ' 1... i , ' i1 1 ! ', I 111 I ; "� 1. 1 1 . I . I • i i : : :,. ; tl � 1 i ,! ! .i 8 1 : .:., 1. .. ❑ :.... 1. 'I , 1, W. i k !'j: : 4; � 1 :� t ; ; :`l ...! 1i � i ; i - 1 1, i � . . I ; A i c '„ I I I � : I., ';(..I "�* � :- A A A . . A . . „ 1if; : `jecond Floor : m,,t - _, > "y to -1 M:: - - -, - ,. - - -- c.; 9' 3, a �- 1 t {' ie-0 F. i i i !L r.�a, �, 1 n 1 ^W I� I ";� i 3 � I . , i i . i'r - . 3 ! . I i 1.1 % :Sr.. _ -;_, . �. _ _7, 1 : . ,L ., , . : ,.1 ,.: : ,..,:..,..: ":: : --- i , . S€i ', �' 135•-e 1/2" ¢T . �ly' T: t� \ f / ' J i % w k- A, 1 i . i' i 1 r> a. '••. , ,tea, i 't I i, - I t i. U 11. f I ; : I t 1� t i ; �> A5.1 <. (''` i �Hd ''9 \ .! i L t /Fi, / - 3 i , '41 C q€ IJ II- I i , � 1 ! . t : ! 1 G ya 113,ye' .v 11 i 0 I I,, _. i ! , i z �, A A A A 3 z is A 3 ❑ 0�1 A `. Er ,. ."............ ..i... ... t O .ret lour :,.;i....:...... ......! l F F `�•' r I•, f ill f ;� I00'-o" 1 iM1 1. i 1Gv UI 1 w : is v.,. Iz I 1z _,.� .r_ J'_ ]--1----�-L-- _r_ 1. . .. . L I __j _: „ ., z : 3 .=�.. I.....,.....:-. 1�1 �: " M t22 ..:.... ..:....:C...,.. I N i� ti .. : : . . : I i TIJP' Ownerwantsmm,akesurethis I I l l ; t I `, J ( ' A5! I window sdl,its enough above the i i j i 1 I i i , i L- nthebakhroom.Pleas< i 7 .(. I fi'Jr'€ 19 I] 16 I vanity top 1 , f______________ ___ T _____ coordinat<this wrch actual vanity - /i.,...i ASt t. :c ❑ 1 O ,....... h<ightownerd<t<rmines i------------------------L------ " I 1 I I. I 2 ....L. i /►'.�1... �as<n, nt Flo _ _ _ _ _ _ _ _ _ I. _ _ _ _ 1 1 I -. I I 'i II �/ J h < or ------------- ------------------------ ------------------'- ------------------------ ------------- Y 1*1 /r't T r -��' ,vv ' 12 91'-13 "'---------------- J------------------ ---------------------- 1... �.�l�i � �yP 'i D .D. it 1 : 'ii I I ".:.,.1.....1.L. I I 1 : I I,1 I.I,.I ;Q -r` p;l.:� 1" ; .z 4 : ___J i t':-' 1 I i ! I 'i - ';1 :....1.. i.,._ 211 L' ,I 1 6 Attie Floor 1, 1 11 , Ai4 l_I_ (I_11_ A�.k I zi 1 119 I / I I _ :.i I : ' ! ; I 1 .i , I i, : I 2z 4 <') A3 A3.1 t j A3.1 5 .1. I ' 1. 1.1 1, i I. .. ;.:1 : .. 1 : , :...: : : : , , i , _I. -�_ I 1 ;ill.:. :;1.` .!i i I,t',` l I i� Ill ifA' ,1!'111 , : : . ! ! iI ;" . F .z...�'....:::1:J.'..........1; I Illy :i l.l.i i _: 1_, ._._ .,_„_,..:...:.:1,1__.,3 1,1_. I : - "i 11"i' 15 La E.;.:i'°`''1:1.0<,`,',1:";1';i 1. ,t. z �ront�levatlon ; : I I ;.3..I 3 I i { ; f. El : . .3t : } ! ;"E i 'i` c Ie: s -o c I': ... : ,." ., .3` ,!,its" 51 .'i ;' {. q41 5a 1/ I i 1 ih iii, .1 ..1 ii't. 7,::, hjl'."1 ti, i ii i ( !t. '1.33! .I is .;.;'ilii ':('.!,: ,,.I.' ; . :.. secomd Fbo I. l ` `A3`'I t E '�1 : '1I= i'i'i V...... r ' I ..1 I. € s'. ..Ili .i iI: I I , 12 : � I . r j .� .... .,.., :.: :..i.. 1 I1. ..i. lli. 1 _:JV .14 "`i, �, i'i'i! SS .3i1L., 109 l3/4w;� @ qf;4tl . . : : .i , 'I' ..I. i.7.y.1,;i!.;! , .'3l.1.. ,�f,`i'•'!i,l, . iIt, I . #� ' ,...,_1 i .i.; . .:...,I E, I . C I., Ii �ii i�� J,- *t .( : ... ... 61 '13333 1`,i. iu.i ..... I . :....:.s r, ..,..r,.I E I : 1 I .l ((a ,J" :{'�:.1..; �["'" �l�llndow Schedule& cj eci{- Jli ications: I1, ( . Ii.� -'- " �t-...I' P 3 -1."!�-'. -- - - - :,:.::" ' 1. Dimensions indicated are unit dimensions,confirm unit rough openings with manufacturer. ,, ..... .a,,,„ ' ° -."t°,•" .w, „. ,, ---- ------- - - _ xterior g ....... . .. ! ! _ :, �•, 4" /I - ; � 2. Andersen Ajenes window with vim d f -- :, .. ..,._ ... .... _. ........L.... 9 3 C 6 ds d % I I I., ;i° r S,a§3-is;'�k• f color to c determined 5 �"'.�°"++ ,I -t. Wall thickn<_-vari<.. , I AS € I l e' U U L , ",? I ` 5. Removable interior rilles with perimeterframe. ( i 11` N I,;,r ..,e`„^'R 4.d I le, `•':,il 71-1 ii �I}� I\ \ 6. Interior hardware style&color to 6e determined, , ,'' ]. �xt.screens to match exterior finish ofwindow.I - i ! to _. � "' <m'J. ?I y' nteriorscreenstomatchinteriors. ' ! 3 as•"• } 'I.., °"z' `i i j" , i i •L.1 ,: •.,•g ..i....;._'t.. i 1..1 ..i., tale: I/4"= I'-O° S. All glazingto be insulated Low-E,. i \•" - __ " 9. 1 ( h (windows to be factor painted. I " awn g RM a Ii �.... s lo. Tempered glass locations as required 6y 6wldmg code. I 1 (.,. - -"a 5;A:.i,.l":, 1 .v 1 .'[. .1 it !. 1 ! I 1 .1,I I s ! 'i 1 I. General Contractorand owner to vent,all dimensions ands specifications before ordering. must see a sell Ic window. .I - '! !I .1 , r as 1 i,j 1 i i • ,l 1 O O O O ;:, J F g ❑ ❑ P ,11 PrstFloori i 1 I l' y, ,' _ -.! i.E (. i. , ;....(: (. - - - - z 1 1,1i it _� � " Date�N ember 15,20I J 3'-0" r-s" r-z^ r-z" r-3'/.^ r-s/^ 1'-3/.' z'-o/," i:_�;:: z'o'/,° 19 - r--:. .: -z r•.._rM•'x �x-•.:..._. ..., - :.',:.c..::,'_ ',.1...:.•.' -...t......;..'..,...:..:.....: :: : n : .. i , :.t :....,.. t.. .. ..:A:..:x.:. ..T 1,..i.,,_.:..,,.;...:.•.:,.:,7::",':;. ...t.,.:...3.... .: ,.;. OV :, ..! ...:.........1. ,. .r....:..7.....:...:...1 ,5.............1.. ,.........t....,...i..:. .t..:.,....+.' '.: E.: _`:.L::.:.;: i' .1 ,..E ..I.' 3 0 3-0 3-o :.r_t * a,�_x >..:., y.._." :•,. T ...!.. ..r ... e..:.rr: 1,..._..T....:. :..,._T.. ..J��J� _'__"' ;'.�`t7',T� 2 e ,r '' t..''T.L. T: i..F?_.'E'�'. _ _ _ _ _ --.�I....'_ ..�"C:'` __ _ .>_'L, -I1 �. .. ._.._ _ _ _ _ _ - __ r IBJ! � �_ � � A - ` ' I I N � 1 1 �� :� ,., _..,.._. � I •�' Io construction- _V�' , ' �i, : N � / : t \ - \ 1 I I I 13 ,_.r..I I .',�-' I] I O� I 15 I I I I .. :.' ' ..' 1 - " 1 I I 1 "'u Documents 'IIJIJIJ'�� L_NJLJ �FT , =- ❑� ILTJ' ; I I I I 1 R 4 --- -I 1 I I1TR - I ❑I it tt O O i r L-Lt r-J--�------'J-11 \ HLJ I l___J I� 3'-O„x 1,-6„ 5'-On x 1'-5 5/.f.m I I I ] lil © 2'-2"x 2'-9 1/2" _ 1 O Awning Picture I I I I I I (f) ' ---"----- a Basement Floor pou6le hung - 9'-5 1/2"x 3'-4 I_.--_.------.__._.__._ ._._--_-_.___._____.___....____...,.._.__..�------_ _.-__--.--__-.--.-I'-.-._- _T ---"__--'-_-_---- O ® 2'-2"x 3'-8m O O pti/Pictule/pin 91-13/4" r----------------- -----------------------r`-------------------- ----------------------`�------------------------ ----------------'-i pou6le[lung 3,_0.,x 5,_0.. 3._on x 5,_o,t 3'-0"x 5'-1 0 1/-rn 81_0..x 5._01: pou6le hung Double Hung pou6le hung ph/Picture/ph z +- 1 A3.z A3 z (�> z Ri ht Side �levation A4.1 5cale:l/4"-l'o' Sheet OF Rik E-levation General Notes: c 2 I C,1 I. Refer to floor Plans for additional information. d \.� A5 A,J 2,All exterior trim to be I x stock unless noted otherwise on details. 5.All trim to 6e attached using stainless steel nails Otherfasteners need approval. 0 t Plan Key Notes: RESII"at�'t�tT°IAL =, -;::: t7tI c i ,1, , r t CA `: ,; 'J.x'�'_#..i:.i,.r,:P_.7 J"Straight EdgeCedarShal,cShingles. 12 StrucuralpostwrappedintrimboardsTyp.atfront 'ERVI � . ,�#'i t i Rid = and side door canopy. 75 Frontage Road d - - " '•' ' :- .1 . , a , -I''I ' .1-' ' 135- / Recessed ar wade. se wood trim for stile and rails. '0 ::#., -;.:;.: ,.E ,+,, 7, ,;,€_',: ';. "i': ii. I� It 2 P NorthStonington,CT '.'i' i: '8 I 2" U :l I € € li I{ i i;•„ ii'illa E I i -lz „ ❑ f 1 :' ':'1' rt iii.E;;t (�Isc pvc Product forrcccsud Panel 13 Wrought Iron hanclrails@cstcriorstairways OB359 'ij" € 7i, <l.;sLii'.!!» .#: S E E 5.0 0 C First Floor rk.General Notes: ......... ...... ....... ........... ...t........ ........... RESIDEMIAL SERVICES' !P First Floor Plan Ke Note,, H, 4111 75 Frontage Road 4) North Stonington,CT 3 F1Dashed lines indicate overhead door in open position and 06359 overkitincl door opener.Provide ft,llfunctioning overhead emallAdrd0comeast.net 2clooropener with-tenor keypad for each door 203.314.7787 Garage ❑ At tic access pull down stair,coordinate 1—t— ithn owner 2+'-0" 5uggestecl Location would be away from the cave for some 936 sf height headd—rance upon entering. COrYKIGHT NOTICE: ................ z 1'-0., ................. Door T�pe Note,5; These dr4ngs and their content one the r p,opeity of OROS LLC and are fuly protected under all upporalle copyfight laws OE ntrzince doors to 6e determined 69 owner.Providescreendoor as They have been prepared specifically for the directed by owner buyer,and are not to be used for any alfier purpose wrthout written oulhorizonnoin train Canri,,Sc st_glc o,,rkcaJ garage doors to ke determined 69 owner. 4DR)",LLC. By purchasing this set of plans, the miner agrees to hand only one structure, rq(dhess of any otherathuns or modifications to these plops Folare to empty to these r— conditions will result in the infringement of o the copyright statues and the valo(cr will be subject to prosecution for damages of up to $1,10,000 per infringement CO2016 Q RESIDENTIAL D19CN SERMCES,LLC IrAl c, ................. ............. ........... .. Ift ift t r u I t u r a D r a I n w 5 n F—KKOK5 OK`11551ON5 Although every effort 6 made to enore the i f t accuracy at these plans,40RDS I.L.C. reserves the right to make corrections to our plan,if chorges should be reg6red $ CED 10,01. ICE) 0 U n d a t i cy n a ED CqZ C 3 a.- r a e 0 0 r a n 5c'61/4;: I,-o" yJ0 z Rood Flan General Notes: k.: I.Contractor to coordinate all noof penetrations 6efore roofing is in5t3lled. 2. Fro,icle f,ll co,crage ice and water pnot-oon mcm6rave on.11-of., 5 All roof packes to verified in the field ,tk«isting struct,reO. KOOf rian Ke� Notes: it I it +Otjea—ohite.tw.'l as halt skingles witIn&A co—rage ice and water I. protection mcm6rarc on roof deck.Typ unless noted L Corti--ridge—t Coppergutters clownsp—ts,t9p.Wkere indicatec. AL. j J. g I j� 1 Ggrans arae J J. it KMDraw fly: J J 1 J, yyy tit it I Datc-Novern6er 14 ZO 1Iiiii7 f Construction z tit T t J..14 Ioil o a Documents R A K 0 0 a n Scale:1/4" 1,-0. 1. of r------- ---; --- ... 1 �_ ?':r:a i ;: a : '..::...:.. ., 1 f 111111IM11111h, 't. '.l,l I .;. 1:.i.' ii�'i ''r'i':,i',,:..I`' i.,!L:, ., .. :j: ;:< f : : .. .., ., `i!i iii:, . :: ,,., 11 i li . i i l' v t ii ?11 . ,. ,. ...;; , { is •.i ., ..;...I.... ..f. .. ;.; 1 ..: .; :: 1 it L:"-, l.:.l:• (.� TA°&" ... ::. .. ,. !Lal..:_; 1`1 , i+ . U .. ,1. .: t5i ggroro �y F, :.:. t : .._t.'.,i it i.;..;: .i L8 Ica ! `� 1� "i"'i_' J :! i ;.'I,:.. IE. ;.i!;: <. ..L1. � u �4 ;11 �li (':!; .l i7 J Frontage Road d A I 76 9 a l-ia'. i'i I i North Stonin ton CT :! Stoning ton, I', ::,!' !�� : i� <1 ,1 06359 I I: I i; i .. ,.. I.., , ..., - ...:.L...<,.. i... I. tI ;;�.- mall r m �i n `!r e 4d ds@co cast.net :, ; ; ;.'. i'i ;:.; r: I,. . , 4 11',j'llj E: 203 314 7787 r`' 1 i, ;LrIfi: 1. _.l� . :,, , a ,.: , . .. .:.:I: a.e, iI :i:, i bi, LI 1. t, �.:: .. , 1.. , , t.'' , ml� 1.. 1', All:til .!'. '1:r-. .: .:'i: I: .. .. - ,. ...1I �i!i i .. l :... .:....: :.,:..,.,..:.. ..i..,,..,.....:........ _,, uz. COPYRIGHT NOTICE :.: .:; . r r'1. 1!.. t , 4; .. 'I :.:jl,:t.i .. ':t 1 i I'+ these cravings and their content are the . ,i'. 9 ,,, .,J l.;: ra ed of 4DPDS C en r fully SL doe .: I":;,J.. liable co h w ! ..., , ., .. 1..., .;,..!:�1';;; , protected under all cif PN 9 l laws ... .... ! i ,; ill; .,:, :,: .: : _, ! _ I 1 _ The have been prof s ecihcoll fa the ,. 11 Y P r P Y ,,::. -., ,i` ._l. 1.1..131 .t.` it U,:.. I .i i.l:it - .! buyer,and re not to e use for other < ,. .. ..:1 I. Y Y :' 1 : .t: { ... ..:. .: •.; :: :. `' rose wdhout wither aulhaiiahon from i : .. . 1.1 .t:, I`� ti.'I < :`! Z.Z 4 D G wP .. { .. i 1: :,,.: ,;;, 1,[,; ,.i. 1. .i• ... 4DRDS LLC. B urchasin this set of ,...,.....A. ii:1:L:..1.,E: •i . ..,,....' .. 1,1.:.:,.,..i. I . , _.A: itl k: ::1:1. 3 YP 9 plans, h owner r leo a agrees t build an one structure, . o is a9 Y I 1 'i' ;isi `i Rd e 'E. I regardless ofalterationst r o re,to empty t these f .1.:' l h' .II 90 Y . .:. - ,'d r i 'ill Sj / / , .., to these Ions Fadure t com l t the 1 ,.' .. .. , , .. .. ,:.., I' ,..'.,: ;,a '1<., i i �L,1 t->.i.t .,: -.<, - i i L.I_ P o PY o se , I< ... ......... .. ...... . .. ......... ....,........... _. ............ .......... ..... .. ......... ... .. :I i 1 : " .l.' tt t .. �'�. <�:. 11 Conditions will result n the infringement of ,.. ,.;, 1. 1. :. i 1 :: .: .. :.1. i -' ,a. ht statues cad the v'alata will be I :,:.1, i'.:.'.,,i.. :i.,.;ir,. ,,j.,€.I." r': I .:.1::.:,:.�. he caPi*9 i.. .. , ..... ..< ;'1:.' ." It ..s Ail t.%. „_ty;., ii"* b "1 r' I :,;,;':'I.i I, 11!. :,:',iii::-• , ........... .. .._. ......................................................................................... .... .............. ......._..._..........._................... .... .., . . . ) P ;, 1 - rr Tri''h=. j su e� to p o.ecullon for da noges of u to L: .. ... ., .. :, t. .. . .. .. .. .. ..... _ r d L. ,li.:l -{` 1D0000 r inirin m I 1 i "I '1 t e e m yi� l , t ti t `i1 P I E t': i. i ( �,� ,•i. �i' IJP. .I� i!. ii;` ;lti a 1 I .. .. .. > .. ._. .. .. _._.,, ».»..,»..... .,,._,,.,._..._ .i :,::.: ,... ,.. ',I ;�� s '.iii ;I!.�:i€A,•L .!!:' 1:.:,.t.:, �..!�.�1:',.. ,.li ., 1• I 1. , .. ... , { 1. . tats 40 RESDENT D N R i A ESC SE LACES LLC ! . . f ! I - I .. . . . ..1. " .. .l, :' l.. _k -.. ..- . .: _. �_ 1. { I' ':: t. 1 �..! 1 i' I i t �t: ii ii! . 1`, t.l ,I' i r;I;i.a' .1: ,'i i 11 ' i ! .I 1 L.I.: 111 I 1. i 1 I I .! :t' ,i .t.l1 i:Ill 1I1'II I,I�!: I .I t;i �.i.. .�{: '; ' i 1 i 1 i1 iH it :I�i. :i 1fi ..a .. , ... .. ... .:: 1 .. ,,.z.., :.t ;. dl!I I , ''', I: ERRORS Ot 115510N5 �`:.; if [ i1 I.. .. .. .. � i 1 i ......,.,>. i1 1 I "` ._1 h_I 1 .. i' .'t.'1 ia'.i L.i.ii�,.A�i i.li. :I.l.ia: 'l.l". .I ,, 1 i e , ..i.....<.d:.'.l.i i.. is:,,..,.. ' { i., . p _ t' r .i t �, 1 I I Ji r I i P ou h eve effort Is made to ensu the I ! e I : , . . , : I r L_. s a I .. _.7. . I � , . �t � �':,, 1. .'. � �.. I .I ...L... .I.'....I Et 1 :1. .TI II 1 :i' 9 Y }. x still .,!.. � i'` ,i ; . i .. , J 1� r �> i 11 E. --- i I --_ ! _.:............ . i 1 ' is I i ..t.i.,l:: ! Il: € �:��.;i,., �i.i.� ii 1.)Iii 1 I I ;! �. .. � � . . � , ,. accuracy al these 40RQS LLC. I � Y plans, -. _.- _-.- ___ . . l ._.._._.__ I . r < ....i..i .r i ,..lit:: .E �:. :... ... .' ;i?i;.`':11:: .: : i , .__..._,_.-._- _-.. e. � . . ': 1� reserves the right to make corrections to .__._ , .. , > . , t . I... i .. i. 1. I .. 9 ! , c .. .. 1 E,... .... ............,..,..... -._ V, ,t ,.. , i __........................ As t o o s changes should be required , I P 9 9 I I ___ � - ___ l : , � 0' z e !, i. iii :1 ..I Li 1 iEi I': ': t' ., .., z. 11 i i E. I .d ... .!. 1 i• .i �I I . ,. . ... ., ... . . -. : .: .. :t :.1 I.. i „ �"I ---__ ;. �: . 1 ! . . : : - __ . . . . .. ave' , 1� :1 , ! i ! -�. _�I -- I .- . c .. t c - ;-�,. 1 . . :i -I-U. r � I . . . .", : U -- ---. - ,: : . 1. .,.1: . ;............. ... E..! p -1- i ; -� . e t I , -, .. ii tt.r,e. 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I �' A❑ :z :z :�- . b' ffiffi 8 ! I I � , P , , �5. i ! ... .. g .. -.. .... 1 -I 3 s , I I a , : , : , I : : : I . t >a, I i __L , i , � . . . . 1 1: I . ,' > Y0pp9 tlpppq € ii I'1 µ N /�/ I \V/ r I r� V\ /\\ �� f' I I li ' l. i [ �l j-._{ , � \V/ i : i - _I1_____ 1_ t II I , �4 is I - yy �'!i IIrr 11 I !' IP I ,l I l ll: I . i I , : °I � _ __ _ _ _.,. -f _ E ,.1: !i' I': I I, I I - _ _ _ f F- , � ` !i n n1 1 _ k. i 11- 1 : L , I I �. - $ or_ I I 11I ,, a -_:. ;, ii xr _ 1. 1. E 1 ! i �_ . _ : - C �_ L_. 1[_. E _ I_.[._.1.,.0 t ..........._ v....._. i _.,. _ ......-.:_.-.. .:mw-<r can ,.,._. � .a........' : J1 �. _.,__ .v, ,�. : one. I,h ', GI Gz ; C i P r o n t ( No rt h ) F l c a t i o n +/- I s 11 t...... -..._._. I I � L_ G2.`. 5cale.1/1"-I'-O" rl- -- --------------------------------------- --------------------------L 0 ..._ I�.n P. /I� '.,7__'.-,I 1. 6'-IIs/8„+/- �t/kn 3 ': C'; l _ z 1., <61 ,I'. I I.1,� .z c .{, L. : I \ (10 I I , �levation General Notes: Q ..r..!.L. I,!::.a_.L ...:1..........1.,.L..I;;I..:,........I" a_ E, _ __ 1 ', .1. I.I. j,lh� \. I. Refer to all Plans&sections for additional information. e ! ! ' ' ! ! I1 I Z. All exterior trim to be I x stock unless noted otlierwiso on details. J i i i'.:.±, ,. , 3. All trim to kc attached using stainless steel nails. Other fasteners need !I'ii i 1,1t I . .,..I I I LA.I..,'' i.• ! I I�, approval. . . .. 4. elevations are relative,see site plan for actual house an I . i .i.,� ! �, All I ve s e I d garage - elevations I ! ..._._.__.._I- . __..__..._ ! l_ „'. ^: ,I. , •i ! I li _I ]"'J� , 11. I , t�. II- l l ,; I , <: : II, ,,.. ; . P[ I` I i *�\� Plan Ked Notes: . , ; .`: . , , &.:::.::::::,...:z:! 1 1. E LI L...: i..s' € ,I.?, .J.J... 11 L,.., , . . :: 1 1 . : I 1 ''""" '`"'r-- board b batten wood siding to be determined 6 owner. .; ! 1 ! I _ I i ! ! /:. , 1 . : I J.j ...L... d e . • i 1 I I a Sea 3 or additional yearasph It shingles. I. f 3j / / .. i , i I! ! .......... 1 foo formation ,..':. 4 __1 i : . .. - s J ,�F��I � ❑ 40 g �'�r fin in I I .,e�''"1 .•l I I Ii `��'''' i 3 Ridgo verse,tidl,All ridgos.Seo shoot ql.+for , i. _. m I I I { i .. additional information , . I , , I ; ,.1 1 'i l 1 �:..'. !:!-_ice i " . .>:>,,.:,.>;,r.::,;- , < ' °"• "'.'4 ,. " i :!;',is {), .}1-_ Wood shutters€.hardware rovidcd owner,installed I. ❑ \'" ;, ` I : ; [ I I , ' ,<' 6 contractor Gara c Exterior , � i > I I _ lt'I 1 .9 ,. i lL I I I : l ':,' iii., {,' !'„ !Lr !' ,, i I) 1__'! Il ��Va),I, I;�d:;.."; i.-':J; Elevations&Section I :i 1 .I I ! ` i s , : _,_t, .I .. _ \,' I t I i, er utters b downs outs t here indicated. II I . g :,,'.1, 5 Ca s 9P-W i. ,i .iv . - FF F I, I1. ill44� If._ �:.. IE ❑ , " 1 1. :: < t I ,i ! � ,.- _{ . 1 I jy•:I, '( Dashed lines indicate foundation and footing,see I ! i, 1 :! : € 4 I !! !,; I! I. , LI,. .. l11 1 x'11 I!I-`. CJ 9pP e i !, it ; ;'i_ :tl: illi 'i! :U: t.:)1 foundation Plan foraddtional information. I € ; !! 2 ` r d I1.2 1. ' i .! ' Iii =1, ;I'!`i �I ,;;; :il x%li,:i.1• ,I y � I! k I t [ is II 1 1, ;I .{:....:G k. l "{:.:l:i`I`i.:..i,1: :i;;!,', ! € 4 '^,- 1 .! :!'-! I I i" For cave construction,see detail on q5.2. i 1 11: .1:II� :'i�;:.II ❑ Calc II I � ;I 3 ,;, ..... . . ... . . II II 8 11 aii; IIA :i;i 5 1/4:, 1:_�u t 1 l i I G _ l' :i' q i sI :: 1 tl.�.. .I� ;E,t 1 t f ( . ,it ?�',. 't 1 IEIi gg 4 I l; I - I II I_ .,.,I>:;: i',. 1 'I, ,E ,�..,' 8 for rale construction,see detail on q5.1. Drawn By, KM To'of have .. .....- I i i _�,4' - I � n L l < , I . -- - --- -' _ - - - fixture' rovidcd owner installed ,. � __---- ':. ' t €I I Ii { _ - - -,=.-.-+-.. - ,-1- - - - 9 gbe 6 61 C z z->>/4 r/•. - I; ,I; 7 I) s P y 7 G : e :: ` O ' k i; I! 11 d I E j I I ( � `I; ..�':.: If !E tared ahl<e�ds € I i 1 I -'-i -- "S" L't an ularinuvers i! ; ! 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All elevations are relative,see site Plan For actual house and garage l ; I . ran tog seam metal roof b roof ed,e I elevations 6 G s II •Full coverage high tewnp-ture sensitive Ice& 12 1 2 Ill I I:, water protect-.1-i6ra 6 1-1 3 12 ` a 6 12 •%°ext.gradePlgwd.sheathing j!' I Plan K.elj Notes: el- I 9l -1 9seestmcturaldrawings forallFraminginfornation 'I JJ 4 11 { v j , PLrnvid�X"'Advantec'su6ffooring 16' 'i Itd 2.a{ng entlrc length I E)oard&6atten wood siding to be determined 6,1 owner, l€ ii 4 I 1 11 Al.A1E rn< Ir. !I 1 I ?,i it li r I,_6,: 1 f rb'-o" ,:_6:, +O!j-r aepkalt sh!nglcs.,see a 1.5 for ad,litional f j-z 1/r'+/_ ,I ; = ' x IE _ t El roofin information. it g Ii ( it !: "' _ _ __ I a B II I€ _ f 1 :_ _ --§ _ P 3 Rid event,t .All rid es. «sheet I.+for } ToPoFFave a 3 it i ' - - -- mr-`-'- - -- - - - l a I '` E�Pz2t<1/2 / 3 yP S 5 A zz'-35/a„+/_ a s I it it I m!ai tt I Y i I 2 / I additional information. i I I i 7 FJWood s6uttcrs Fv 6ardwarc rovidcd 6 owner,installed s '! :I is 11 I l! 1 II 3 f i T �.t.Mall Constn,<tion: Garage rxterior P J E 1 a F i; [ 7 .E y .ns c stL I_ I g 6 contractor R I 1 I materia,see elevations y ; ! I ' n ng J=levations fv Section 'l 3' 1i t ( I I ' ❑ € ll j; j I I i •Dra nage mat/moisture bam<rwran o < utters b down< outs t here indicated. See structural drawingsforties , 5 C FF r8 n F 9P'�h 4 1 I ; t l li F Y: <xt.grade Pl�wd,sheathing E ; 1.1 1' I •2x6 studs@16"o c. Dashed Encs incl-te foundation and root,n see I i 4 E ,a`--- a g' , , , i 11 ,t I •Interior is unfinished Host sunnort&Footing foundation Plan foraddtiona normation. i I � II II NN II i} IY i 3. •5«structural drawings For all framing .� lif 9 f F Ii I I d l r s ,j inFonnation 1,? Dep Scale: •1 RM 1'-O" 7❑ For taut construction,sec detail on A5 2. ® I s : 'i F , , t . i e p { 0 "i C ; E r ' 3 I i ! P� L Drawn {{ LM F r Id I } r 1 .t E 4 :! Y;> 4 0 9 For rel.c construction,see detail on,q5.l. i 1 P ,. G I (it . r j t 'I Y P I I ;I i ' �I :1 '0 `e , i g Y I� " I { I t I § u 9 Liw6t fixtures Provided 69 owner instal'cd 6y C3 C. I 1 it N I I I r l i { I c I I I it j I I I one. lviaii,tain+°ndn.Ledge on high sde of slab. �t 10 3'triangularlouvers G3 I I Date:Noven,6er 1 5,201 J I I 1 3'-O"w(x�4'-6"tall swinging wood Gam door I I I '4 ---LJ--- Dna lab --- ---r 'A „.. Slabongrad<.., :.: ;�., �:,,/_ r I I I on<. L,6 •va<orbatd<r b ---- r o'9-`�6.._ F": 1 + 'L -- -------------- c •g•ntin.cn bed store y, r Construction r 1- rug-------------------------------------------------------� <.f;:- u Documents �.17.F. i I I I I N.n F. ° ....._ Window chedule peclflcatlons: y -- ---1--------------1--- ------------------------------------------------------ *N .M1r.0"6<low de ..� 30-J � W 5 5 �'�".,_ U. gra ��'�� I. 5ce house exterior elevations streets for similar specifications Jl� z eIFt I e ast l I d - L 5 • d � � ) � ovation 3 � u i i n k s e c t i o n ;-• y,, Gz. scale 1/1i-I'-O° ti '� ' �r G2• Scale:l/+"-Iio" � �a/ P /I -\ , 62- . 2- " A' ,G 1 r. ' amt11 1" �wwwSheet QF t: ..n. t: on 1.t,b„•p @_4�pb J,4•�<i'i /j•r" } t *jet , `,\ •,1'e;`q , 1 k`�(///1 Ir%,,, b ' .Y L 5TRU CTU RAL NOTES : ` 3y GENERA r. . II A. FOUNDATIONS F. DE51GN LIVE LOADS GENERAL NOTES: P ESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS = STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING LIVE - I . MAXIMUM R I . THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE 2,000 P5F. LOADS IN ACCORDANCE WITH THE 2015 INTERNATIONAL BUILDING CODE W/ NEW YORK SAFE ALL FLOORS, ROOFS, WALLS, AND ADJACENT PROPERTY AS PROJECT 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL DEPARTMENT OF STATE 201 G SUPPLEMENT: CONDITIONS REQUIRE. _ PRIOR TO PLACING CONCRETE. 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL 1 . BUILDING CATEGORY: II 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL A.S. I O i '" lces, P° . TO REACH FIRM, UNDISTURBED SOIL. 2. IMPORTANCE FACTOR: WIND (LW) = 1 .0 DRAWINGS ARE APPROXIMATE AND ARE BASED ON LIMITED INFORMATION. THE 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF SNOW (L5) = 1 .0 CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO EXISTING CONDITIONS PARTITION SEISMIC (LE) = 1 .0 BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES NEW YORK CITY: FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE 3. GROUND SNOW LOAD: 20 P5F BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS STRUCTURAL DRAWINGS. 4. ROOF LIVE LOAD: 20 P5F 630 FIFTH AVE., SUITE 2000 5. ALL FILL IN51DE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, 5. FLOOR LIVE LOAD: 40 P5F SHALL REPORTED TO THE ARCHITECT FOR EVALUATION PRIOR TO START OF WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL IN LIFTS NOT G. COLLATERAL DEAD LOAD: 10 P5F FABRICATION. NEW YORK, NY EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE 7. WIND LOAD: VULT = 135 MPH 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, LONG ISLAND: CONTENT AS MEASURED BY ASTM DG98 AND 95% AS MEASURE BY ASTM D- 1 157. WIND EXPOSURE: C ELECTRICAL, AND PLUMBING, ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL G. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 BE REPORTED TO THE ARCHITECT IMMEDIATELY. 112 WILSON DRIVE ENGINEER. 7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL DIRECTIONALITY FACTOR, KD: 0.85 PORT JEFFERSON, NY 11777 GUST EFFECT FACTOR, G: 0.85 4.THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, PHONE: ENGINEERING REPORT. INTERNAL PRESSURE COEFFICIENT, GCPI: ±0. 18 FABRICATION, AND ERECTION PRIOR TO SUBMITTING SHOP DRAWINGS FOR 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE 501L (ONE VERTICAL TO TWO HORIZONTAL) Vx = 20k APPROVAL. NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF Vy = 47k CELL: (631) 560-0259 9 DO 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY FAX: (631) 938-0784 ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 8. SEISMIC: SEISMIC DESIGN CATEGORY: B SHOWN ON THE STRUCTURAL DRAWINGS OR APPROVED BY THE STRUCTURAL PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULL THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THEENGINEER. ENGINEERING FOP THI5PROJECT ARE INSTRUMENTS OfTHE ENGINEERS SERVICES FOR FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. USE SOLELY WITH RESPECT TOU THIS PROJECT AND THE ENGINEER SHALL WE DEEMED 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS, PIERS, ETC. FROM DAMAGE DUE SDS = 0. 1 G3G THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY 5D I = 0.09OG AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S TO BACKFILLING. GENERAL CONDITIONS: DRAVVING5,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BEUSED BYTHE OWNER 1 1 . CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM OR QTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR THE EXCAVATIONS FOR UTILITIES, ETC. G. COORDINATION 1 . ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE COMiPLETIONOfTHI5PROJECT BYORFOR OTHERS 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PA55 REQUIREMENTS AS SPELLED OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY OVER THE TOP OF THE FOOTINGS. 1 . THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR TRADES. FAILURE TO 13. DEWATERING PROCEDURES, IF REQUIRED, SHALL NOT DISTURB THE 501L STRUCTURE. NOTIFY THE ENGINEER OF ANY CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. REQUIREMENTS. QUE5TIOP; WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE COMPROMISED. H. ABBREVIATIONS 2. ALL CONTRACTORS MU5T.VI51T 51TE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET BEFORE SUBMITTING BID. LACK OF THOROUGH B. CONCRETE THE FOLLOWING LI5T OF ABBREVIATIONS 15 NOT INTENDED TO REPRESENT UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT CONSTITUTE AN I . ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS ALL THOSE USED ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMMON ABBREVIATIONS USED: COMPENSATION. FOLLOWS: A. FLOOR SLABS, WALLS 4,000 P51 ' 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL B. ALL OTHER CONCRETE WORK 3,000 P51 A.F.F. - ABOVE FINISHED FLOOR N.I.C. - NOT IN CONTRACT MEASUREMENTS ON JOB AND SHALL BE RESPONSIBLE FOR SAME. 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 3 18 AND ACI 301 . ALUM. - ALUMINUM O.C. - ON CENTER 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS * - AND O.D. - OUTSIDE DIAMETER 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF SHALL BE @ - AT OPP. - OPPOSITE ALL GOVERNING AUTHORITIES. CLA55 2. BLDG. - BUILDING PLA5. LAM. - PLASTIC LAMINATE 4. PROVIDE CON5TRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON CMU - CONCRETE MASONRY UNIT PLYWD. - PLYWOOD 5. ALL WORK SHALL BE DONE IN .ACCORDANCE WITH THE SPECIFICATIONS, DRAWINGS, AT OFFSETS AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. CONC. - CONCRETE P.5.F. - POUNDS PER SQUARE FOOTr 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS DBL. - DOUBLE P.5.1. - POUNDS PER SQUARE INCH ARCHITECTURAL, AND MEQ HANICAL DRAWINGS. SPECIFIED IN CHAPTER 12 OF ACI 301 . EA. - EACH P.T. - PRESSURE TREATED G. ALL OPENINGS IN WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND 51ZED AS PER G. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. ELEC. - ELECTRICAL REINF. - REINFORCING MECHANICAL AND ARCHITECTURAL REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON 7. PLACE I/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL E.P.S. -' EXPANDED POLYSTYRENE R.O. - ROUGH OPENING STRUCTURAL AND ARCHITECTURAL DRAWINGS. SURFACES UNLESS OTHERWISE NOTED. EXT. - EXTERIOR RUN. - RUNNER F.D. - FLOOR DRAIN 5HT. - SHEET 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS C. REINFORCING STEEL FT. - FEET 5HTNG. - SHEATHING BEEN INSTALLED AND I5 STRUCTURALLY SOUND. ss GA. �yp REVIEW SET GA. - GAUGE SIM. 51MILAR co. 1 . BARS SHALL BE ROLLED FROM NEW BILLET-5TEEL CONFORMING TO A5TM AG 15, GRADE GALV. - GALVANIZED 5-N-L - SNAP-N-LOCK 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT * � * ❑NOT FOR CONSTRUCTION GO. GWB - GYPSUM WALL BOARD S.M.S. - SHEET METAL SCREW CORPORATION OR APPROVED EQUAL AND ARE TO BE INSTALLED PER MANUFACTURERS ;,, ' 4 w BID SET 2. WELDED WIRE FABRIC SHALL CONFORM TO A5TM A 185 OR A5TM A497. H. - HIGH SPECS - SPECIFICATIONS SPECIFICATIONS INCLUDING TORQUE EMBEDMENT LENGTH ETC. '� ' 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING HORZ. - HORIZONTAL S.S. - STAINLESS STEEL s� �''�'"'� �� FORCONSTRCTION MANUAL", PUBLICATION 5P-GG. I.D. - IN51DE DIAMETER 5TL. - STEEL 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE �'0h'Ofi$235 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR. TO IN5UL. - INSULATION T*G - TONGUE AND GROOVE �Sslo RESPONSIBLE FOR THE PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH PLACING CONCRETE. INT. - INTERIOR TYP. - TYPICAL OTHER TRADES METHODS, SAFETY AND SECURITY ON THE JOB SITE. A5E5 AND IT 5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS L - LENGTH, LONG U.O.N. - UNLESS OTHERWISE NOTED AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND REVISIONS: LONGITUDINAL BARS IN FOOTINGS LAV. - LAVATORY VERT. - VERTICAL SHALL BE HELD HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND MACH. - MACHINE V.I.F. - VERIFY IN FIELD SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, SUITS, AND LEGAL ACTION NO. DESCRIPTION DATE D. GROUT MAX. - MAXIMUM W/ - WITH WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THI5 PROJECT. MFR. - MANUFACTURER W.C. - WATER CLOSET 1 . PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING MIN. - MINIMUM WD. - WOOD 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES PLATES. M.P.H. - MILES PER HOUR W.H. - WATER HEATER SHALL BE AT THE SOLE DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION 2. NON-SHRINK GROUT SHALL CON FORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C MTL. - METAL W/O - WITHOUT FROM ANY REQUIREMENT SHALL NOT BE CONSTRUED AS PERMITTING ANY OTHER G21 . NEO. - NEOPRENE W.W.F. - WELDED WIRE FABRIC DEVIATION. GROUT SHALL 13E NON-METALLIC AND NON-STAINING. E. UNIT MASONRY I. CONSTRUCTION SAFETY I . ASSUMED COMPRESSIVE 5TRENGHT OF LOAD-BEARING CONCRETE MASONRY, F'P✓I -_ 1 . THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. 1 ,9001-51. 2. THE INSTALLER 5HALLPROVIDE ADEQUATE TEMPORARY BRACING, SHORING * GUYING OF FRAMING 2. MASONRY SHALL BE INSTALLED IN RUNNING BOND WITH PCL TYPE M MORTAR AGAINST WIND, CONSTRUCTION LOADS * OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED 3. GROUT FOR FULLY GROUTED UNITS SHALL CONFORM TO PCLY TYPE M MORTAR FOR THE SUPPORT OF THE FRAMING. PROJECT: 4. MASONRY GROUT FILL FOR REINFORCED MASONRY CELLS, LINTELS, BOND BEAMS AND SPATNY R AS J. MISCELLANEOUS SHOWN ON THIS DRAWINGS SHALL CONFORM TO ASTM C47G. PLATT ROAD 3. ALL LAP SPLICES FOR REINFORCING BARS IN MASONRY WALL SHALL BE 48X BAR ORIENT,. ALL CONSTRUCTION SI-ALL MEET THE REQUIREMENTS OF THE 2009 INTERNATIONAL BUILDING CODE ORIENT, NY DIAMETER, UON. AND THE LOCAL ZONING RULES AND REGULATIONS. 2. NO NOTE OR LACK THELE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM CUSTOM HOME EXECUTING ALL THE WO'K IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE, THE (GENERAL STRUCTURAL NOTES RESIDENTIAL CODE OF IEW YORK STATE AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY DRAWING: SUBCONTRACTOR OR A;ENT5 OR ANY OTHER PERSONS PERFORMING THE WORK. 4. THE ENGINEER 15 NOT R5PON5113LE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE G- 1 00 - 00 APPROVAL. CLIMA11C � GEOGRAPHIC DESIGN CRITERIA SHT: I OF: 21 GROUND WIND DE51GN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN PROJECT NUMBER: ASES 17- 147- FLOOD SNOW SPEED TEMPERATURE SPECIAL DE51GN FROST LINE DE51GN UNDERLAYMENT FREEZING ANNUAL DAVE: 06-09- 17 DRAWN BY: GWN (MPH) EFFECTS WIND REGION DEPTH LOAD (PSE) CATEGORI WEATHERING TERMITES TEMP. REQUIREMENT HAZARD INDEX TEMP. SCALE: AS NOTED REVIEWED BY: AS 20 135 NO YES B SEVERE 30" MOD. TO HEAVY 15 YES NO 452 57.2 (2015 INTERNATIONAL RESIDENTIAL CODE) CONT. TABLE R602.3(1) FASTENING5CHEDUIF ITEM DESCRIPTION OF NUMBER AND TYPE SPACING AND BUILDING ELEMENTS OF FASTENER LOCATION a=s WALL "- a:•;;��,�„'I�� ' 'A ;ja' ,d.' \'. 3-8d BOX(212"'x0.113");OR 3-8d COMMON(212'lx0.131");OR 3-I Od BOX(3"x0.128");OR ° 3 3 STAPLES, I"CROWN, 16 GA. 13/4"LONG 20 1"x8"AND WIDER SHEATHING TO EACH WIDER THAN 1"0' FACE NAIL mm b\ BEARING 4-8d BOX(2Y""x0.113");OR 3-8d COMMON(2Y"x0.131');OR 3-1 Od BOX(3"x0.128");OR `" 3 4 STAPLES, I"CROWN, 16 GA. 13/"LONG FLOOR 4-8d BOX(2Y""xo 1 13");OR 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2Y"x0.131");OR TOE NAIL 3-1 Od BOX(3"x0.128");OR A.S. Engineering e� 3-3'x0.131 NAILS g RIM JOIST,BAND J015T OR BLOCKING TO 8d BOX( 2'x0.1 13") 4"O.C.TOE NAIL 22 SILL OR TOP PLATE(ROOF APPLICATIONS 8d COMMON(2Y2"x0.131");OF, ALSO) I Od BOX(3"x0.128");OR 6 O.C.TOE NAIL 3"x0.131"NAILS NEW YORK CITY: TABLE 8301.5 (2015 INTER N ER A IONALRMLY Rf51DEUTAL COLIVDE) (IN POUNDS PER SQUARE FOOT) 3-8d BOX(212""x0.1 13");OR LIVE LOAD 23 I"x6"SUBFLOOR OR LE55 TO EACH JOIST 2-8d COMMON(2Y2"x0.13 1');OR FACE NAIL USE 3-IOd BOX(3"x0.128');OR 630 FIFTH AVE., SUITE 2000 BALCONIES(EXTERIOR)AND DECKS 50 2 STAPLE, I"CROWN, 16 GA. 13/4"LONG NEW YORK, NY PASSENGER VEHICLE GARAGES I 0 ATTICS WITHOUT STORAGE 20 3-16d BOX(32"x0.135");OR ATTICS WITH 5TOKAGE 24 2"5UBFLOOP,TO JOIST OR GIRDER BLIND AND FACE NAIL ATTICS ACCESSED BY A FIXED STAIRWAY 8502.3.1 30 2-1 Gd COMMON(32"x0.162") KOOM5 OTHER THAN SLEEPING ROOMS 40 LONG ISLAND: SLEEPING ROOMS 30 STAIRS 40 2"PLANKS(PLANK t BEAM,FLOOR t 3-16d BOX(3U2'xO.135");OR AT EACH BEARING, GUARDRAILS 4 HANDRAILS 200 25 ROOF) 2-1 Gd COMMON(32"x0.162") FACE NAIL 112 WILSON DRIVE 3-1 Gd COMMON(32"x0.162");OR PORT JEFFERSON, NY 11777 TABLE R301.7 ALLOWABLE 15 RNATIONAL DEFLEECTIONESIDENTIAL CODE)Of STRUCTURAL MEMBERS 4-1 o BOX(3"x );OR 26 BAND OR RIM JOIST TO JOIST 4-3"x0.13 I'NAILS; OR END NAIL ALLOWABLE STRUCTURAL MEMBERS DEFECTION 4-3"x 14 GA.STAPLES, /6'CROWN PHONE: NAILS EACH LAYER AS FOLLOWS: RAFTERS HAVING SLOPES GREATER THAN 3/12 WITH NO L/150 20d COMMON(4"x0.192");OR 32"O.C.AT TOP,BOTTOM AND FINISHED CEILING ATTACHED TO RAFTERS STAGGERED CELL: (631) 560-0259 INTERIOR WALLS 4 PARTITIONS H/180 FLOORS 4 PLASTERED CEILINGS U3GO I Od BOX(3"xO.192");OR 24"O.C.FACE NAIL AT TOP FAX: (631) 938-0784 ALL OTHER STRUCTURAL MEMBEK5 U240NAILS AND BOTTOM STAGGERED ON EXTERIOR WALL5 WITH PLASTER OR STUCCO FINISH H/360 27 BUILT-UP GIRDERS AND BEAMS, 3"x0.131" OPPOSITE SIDES EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINISHES I U240 2-INCH LUMBER LAYS RS THIE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE EXTERIOR WALLS-WIND LOADS WITH FLEXIBLE:FINISHES UI 2 AND: ENIGINEERING FORTHI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR 2-20d COMMON(4"x0.192"):OR FACE NAIL AT ENDS AND A USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED TABLE 8507.2 3-1 Od BOX(3"X0.128");OR EACH SPLICE THIE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONtAW,STATUTORY (201 5 INTERNATIONAL ION TO 13AL AND OTHER RE5ERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DECK LEDGER CONNECTION TO BAND J015T 3-3"x0.13 I"NAILS J015T SPAN 4-1 6 BOX(32"x0.135");OR DRAWINGS,SPECIFICATIONS AND OTHER DOCJMENT5 SHALL BE USED BY THE OWNER CONNECTION G'AND LE55 6'-1"TO 8' 8'-1"TO 10' 10'-1"TO 12' 12'-1"TO I Wj 14'-r,TO 16' 16'-I"TO 18' EDGER STRIP SUPPORTING JOISTS 3-1 Gd COMMON(32"xo.162");OR AT EACH JOIST OR OR;OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR DETAILS 28 OR RAFTERS 4-1 Od BOX(3"x0.128");OR RAFTER,FACE NAIL COMPLETION OF THI5 PROJECT BY OR FOR OTHERS ON CENTER SPACING OF FASTENERS 4-3"x0.131'NAILS Y2-INCH DIA. LAG SCREW WITH Y2 30 23 18 15 13 11 10 29 BRIDGING TO J015T 2-1 Od(3"x0.128") EACH END,TOO NAIL -INCH MAXIMUM SHEATHING &INCH DIA.BOLT WITHY2-INCH 36 36 34 29 24 21 19 MAXIMUM SHEATHING SPACING OF FASTENERS Y2-INCH INCH DIA.BOLT WITH I-INCH ITEM DESCRIPTION OF NUMBER AND TYPE 36 36 29 24 21 18 I I BUILDING ELEMENTS OF FASTENER EDGE5 INTERMEDIATE MAXIMUM SHEATHING SUPPORTS WOOD STRUCTURAL PANELS,5U5FLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO (2015 INTfPN HEIDUAE RESIDENTIAL CODE) FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TABLE 8602.3(1) DESCRIPTION OF NUMBER AND TYPE SPACING AND Gd COMMON(2"x0.1 13")NAIL ITEM BUILDING ELEMENTS OF FASTENER LOCATION 30 3/"-y" (51-15FLOOR,WALL) 6 12 Sd COMMON(2Y"x0.131")NAIL(ROOF) ROOF 4-8d BOX(12Y2x0.1 13")OR 31 19/32- 1" 8d COMMON NAIL(2Y"x0.131") 6 12 1 BLOCKING BETWEEN CEILING JOISTS 3-8d COMMON(2Y"x0.131');OR TOE NAIL OR RAFTERS TO TOP PLATE 3-1 Od BOX(3"x0.128");OR 3-3"x0.131"NAILS 4-8d BOX(212"x0.1 13")OR 32 ,y8._ ,y4. I Od COMMON(3"x0.148")NAIL;OR 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON(212"x0.131");OR PER JOIST, 8d(�"x0.131")DEFORMED NAIL 6 12 3-I Od BOX(3"x0.128");OR TOE NAIL 3-3"x0.131"NAILS OTHER WALL SHEATHING CEILING JOISTS NOT ATTACHED TO 128");OR PARALLEL RAFTER,LAPS OVER, 4-I Od BOX(3"x0. FACE NAIL 1 Y"GALVANIZED ROOFING NAIL,7/6'HEAD 3 PARTITIONS[5EE SECTIONS 8,302.3.I, 3-16d COMMON(32xO.1621);OR 33 y"STRUCTURAL CELLULOSIC DIAMETER,OR I"CROWN STAPLE 16 GA. 3 6 8802.3.2 AND TABLE 8802.5.1(9)] 4-3x0.131"NAILS FIBERBOARD SHEATHING I Y4'LONG CEILING JOISTS ATTACHED TO PARALLEL 4 RAFTER(HEEL JOINT)[SEE SECTIONS TABLE 8802.5.1(9) FACE NAIL 25/2"STRUCTURAL CELLULOSIC 1 3/4"GALVANIZED ROOFING NAIL,�/6"HEAD R802.3.1,R802.3.2 AND TA13LE 34 FIBERBOARD SHEATHING DIAMETER,OR I"CROWN STAPLE 16 GA. 3 6 8802.5.I(9)l I Y4'LONG COLLAR TIE TO RAFTER, FACE NAIL OR I 4-1 Od BFACE NAIL Ok(3"x0.128");OR I y"GALVANIZED ROOFING NAIL,STAPLE 5 Y4"x20 GA.RIDGE STRAP TO RAFTER 3-1 Od COMMON(3"x0.148");OR EACH RAFTER 35 y"GYPSUM SHEATHING GALVANIZED, I Y"LONG; I Y4"5CREW5, 7 7 4-3"x0.131"NAILS TYPE W OR S 3-1 Gd BOX NAILS(32"x0.135");OR 2 TOE NAILS ON ONE SIDE 6 RAFTER OR ROOF TRU55 TO PLATE 3-1 Od COMMON NAILS(3"x0.148");OR AND I TOENAIL ON 1 3/4'GALVANIZED ROOFING NAIL,STAPLE 4-1Od BOX((3"x0.128");OR OPPOSITE SIDE OF EACH 36 5/8"GYPSUM SHEATHING GALVANIZED, 1 V5"LONG; 15/8"SCREWS, 7 7 ��0� N��/ 4-3"x0.131'"NAILS RAFTER OR TRU55 TYPE W OR 5 4-16d(3'/z'";x0.135");OR ��S$SpY,q ��' REVIEW SET 3-1 Od COMMON(3"x0.148");OR TOE NAIL WOOD STRUCTURAL PANELS,COMBINATION 5UBFLOOR UNDERIAYMENT TO FRAMING ROOF RAFTERS TO RIDGE,VALLEY OR 4-I"x BOX(3"xIL 128");OR r 4-3x0.13 r"NAILS * * NOT FOR CONSTRUCTION It 7 HIP RAFTERS OR ROOF RAFTER TO 3 Gd DEFORMED(2"x0.120")NAIL;OR W 3-16d BOX (3yz5c0.135");OR 37 /4'AND LE55 6 12 s-/ W BID SET MINIMUM 2"RIDGE BEAM 8d COMMON(2Y"x0.13 I")NAIL 2-1 Gd COMMON(32"x0.162");OR END NAIL 3-IOd BOX(3"x0.128');OR 3-3"xJ.131"NAILS8d COMMON(2Y2"x0.131")NAIL;OR 7Y7 � �FOR CONSTRCTION O 48 38 �/e - I" Sd DEFORMED(21/2'x0.120")NAIL 6 12 'a 8235 WALL l�OFESSiON4`v STUD TO STUD(NOT BRACED WALL I Gd COMMON(32"x0.162") 24"O.C. FACE NAIL 8 PANELS) I Od BOX(3"x0.128";OR 39 1 y8i- 1 y4' I Od COMMON(3x'xO.12O. NAIL;L 6 12 3"x0.131 NAILS 16"O.C. FACE NAIL 8d DEFORMED(212xO.120")NAIL REVISIONS: STUD TO STUD AND ABUTTING STUDS AT I Gd BOX(342'x0.135");OR 12"O.C. FACE NAIL 9 INTERSECTING WALL CORNER_i(AT 3"x0.131 NAILS NOTE: 5HEARWALL SCHEDULE ON PLANS 5UPERCEDE5 TABLE ABOVE NO. DESCRIPTION DATE BRACED WALL PANELS) 16d COMMON(V2'xO.162") 16'O.C.FACE NAIL I Gd COMMON(3'/z"x0.162') I G"O.C. EACH 10 BUILT-UP HEADER(2"TO 2"HEADER WITH EDGE FACE NAIL y"SPACER) I Gd BOX(-V2'XO.135") 12"O.C.EACH FACE NAIL 5-8d BOX ll2)'2'xO.1 13");OR 11 CONTINUOUS HEADER TO STUD 4-8d COMMON(2Y"x0.131');OR TOE NAIL 4-I Od Bok((3"x0.128'7 1 Gd COMMON(3%2x0.162") 16"O.C. FACE NAIL 12 TOP PLATE TO TOP PLATE I Od BOX(3"x0.128";OR 12"O.C.FACE NAIL 3"x0.131 MAILS DOUBLE TOP PLATE SPLICE FOR 5DC5 8-1 Gd COMMON(3/2"x0.162");OR A-D2 WITH SEISMIC 13RACED WALL LINE 12-16d BOX(32"x0.135');OR FACE NAIL ON EACH SPACING< 25' 12-I Od BOX(3"x0.128");OR 51DE OF END JOINT 13 12-3"x0.131"NAILS (MINIMUM 24"LAP DOUBLE TOP PLATE SPLICE 5DC5 DO,D I SPLICE LENGTH EACH OR D2;AND BRACED WALL LINE SPACING 12-16d(32"x0.135') SIDE OF END JOINT) >251 PROJECT: BOTTOM PLATE TO JOIST,RIM JOIST, 16d COMMON(3/z"xO.162") 16"O.C.FACE NAIL SPATNY R 14 BAND JOIST OR BLOCKING(NOT BRACED WALL PANELS) 16d BOX(3/2x0.135");OR 12"O.C. FACE NAIL 3"x0.131 NAILS BOTTOM PLATE TO JOIST, RIM JOIST, 3-1 Gd BOX(V2xo.135");OR 3 EACH I G"O.C.FACE NAIL PLATT ROAD 15 BAND J015T OR BLOCKING(AT BRACED 2-1 Gd COMMON(32"x0.162");OR 2 EACH I G"O.C.FACE NAIL WALL PANEL) 4-3"x0.131"NAILS 4 EACH 16"O.C.FACE NAIL ORIENT, NY 4-8d BOX(3 z"x0.1 13');OR 3-1 GdBOX(3'/z"x0.135");OR CUSTOM HOME 4-8d COMMON(2112"x0.131");OR TOE NAIL 4-1OdBOX(3"xo.128");OR GENERAL STRUCTURAL NOTES 4-3"x0.131"NAILS 16 TOP OR BOTTOM PLATE TO STUD DRAWING: 3-16d BOX(32"x0.135');OR 2-1 Gd COMMON(32"x0.16217;OR END NAIL 3-1 Od BOX(3"x0.128");OR 3-3"x0.131"NAILS G- 1 01 . 00 TOP PLATES,LAPS AT CORNERS AND 3-1 Od BOX(3"x0.128");OR 17 INTERSECTIONS 2-16d COMMON(31/2x0.162");OR FACE NAIL 3-3"x0.131"NAILS SHT: 2 OF: 2 1 4 3-8d BOX;2 2"'x0.1 13'7;OR 18 I"BRACE TO EACH STUD AND PLATE 2-8d COMMON(2/2"x0.13 I");OR FACE NAIL PROJECT NUMBER: A5E5 17- 147 2-1 Od BOX(3"x0.128");OR 2 STAPLES I Y/4" 3-8d BOX;2Y""x0.1 13');OR 19 I"x6"SHEATHING TO EACH BEARING 2-8d COMMON(2/2"x0.131");OR FACE NAIL DATE: DRAWN BY: OG-09- 17 GWN 2-1 Od BOX(3"x0.128'7;OR 2 STAPLES, I"CROWN, 16 GA. 13/4"LONG SCALE: A5 NOTED REVIEWED BY: A5 ;`. :b• 41 C. r 52'-G 1/2 4.. lf� J" .,",. °.w.,.,,,..''b1,.,.:•��,� Y, 'f.+vgsgaye� '»:: s..., `�^„S r- -----------•------------------------ -- -------------------------r--, f ; NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 A NEW YORK, NY I I LONG ISLAND: 5-301 I : I I I I I I I T.O.C. ELEV. = 12'-9 7/8" I I I •• I 112 WILSON DRIVE o i i i I o PORT JEFFERSON, NY 11777 � H I •: 1 I •. I H 5-203 I .: . I I I S-203 - PHONE: - I CELL: (631) 560-0259 Q o mT.O.C. ELEV. = 12'-9 7/8" o ; i i i FAX: (631) 938-0784 v' )101c�n) 2'-1 1" 4'-2" 2'-1 1" I I I I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE Q ),n—o ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR N I I r I USE SOLELY WITH RESPECT TO TH15 PROJECT AND THE ENGINEER SHALL BE DEEMED CLL � I I I THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY r -------------------------------------------------------------------------------- ------------------ -- OTHERR .... .. r. .. .: .• , DRAWINGS SPECIFICATIONS RIGHTS NNC - I •.y .3 ;a I O 5 D OTHER OCUMENTS SHALL BE USED BY THE OWNER J I I L ...'..•• ; L ----- ----- THE PROJECT R FOR TCJ I ---------------- ----------------------------------- -------- ——————————————————————————————— OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS O O TO COMPLETION OF THIS PROJECT BY OR FOR OTHERS I I I O I I I W m I .. I O I —1 ., I - r ------- — 4 - 4,000 PSI CONCRETE: w/ I PVC SUMP I i i r--- I WWF GXG - W i .4XW I .4 , ': , AND COVER @ CENTER OF SLAB i r---------J L-_----- I OVER 4" MIN. COMPACTED I I I A.B.C. AND 10 MIL. i I GARAGE v v I I 4" - 4,000 PS! i i FOUNDATION. POLYETHYLENE VAPOR BARRIER I '. I I SEE SHT. F-10 Q I I CONCRETE w/ I I i WWF GXG - W I .4XW 1 .4 i I o 0 13-4 I/8 5-8 9-4 7/8 3'-c5 I/2 3-I 0 3/8 51-01 3'-10 1/81" v I I I I G i I �-' I :'• : I @CENTER OF SLAB , 5-203 i I - OVER COMPACTED FILL i i ZL i o i 411 41 I I , ' I 5-203 j 4 cu " I I I I I L,_____________ _________� 4"0 LALLY i D i '` COLUMN TYP. 5 301 I ------------------- --------------- I II r--- ------- — I . r------------- ---------- I T.O.C. ELEV. = 12'-9 7/811 i I --r -------- ----- --- I -- I -- ------- ----- ---� I I I I T.C.J. i i i i I I A i - • Ad- L7/7/ (y) r--------- I I I I I 5-30 I i •. I i i i i � i o I I ------ --------------� L---- ------- i I Q m ! ------- — I I cn I •. I I �• I F i 8" C.M.U. F I F I 8" C.M.U. i i A F \,5f 02 i I CHIMNEY CHIMNEY I i 1 5-301 5-202 •I I � — = I I ------------------ o in U W o - SP REVIEW SET If , I I * iA : A I I * ❑NOT FOR CONSTRUCTION Q I i i I S 306 I I 10-0 L — jI ' T.O.C. ELEV. = 12'-9 7/8" ,-_'' w ❑BID SET SIM. .,: < �____________ i i �� 7"f'� rr� ❑FOR CONSTRCTION I , Q O I I � � 8 $J �!✓ m I I ores a L7�p� L ------- --------- ct� I I1 I I N I • ----------- ----------------- t t -------------- --------------- - - , -------------- -------- --- --- -------- ----- EVI IONS: I i i INO. DESCRIPTION DATE T.O.C. ELEV. @ CELLAR i I I I ENTRY= 1 1'-9 7/8° I ': I I I I Q o �I REV. PER ARCHITECTURAL I I/I G/17 � C � I I I t✓ I I I • I IL------------------� I I ------------------ I I I 0 Q o o o C) o 1'-9 1/2" I'-011 U' 1'-0" 1'-9 1/211 PROJECT: I'-I 1 112" 3'-5" 3'-3" 3'-5" 91-33/411 31-511 1 �1 1 .I I .1 SPATNY R 3-5 3-3 3-5 I -1 1 1/2 7-0 37-0 15-G I/2 PLATT ROAD 59'-G 11211 ORIENT, NY - CUSTOM HOME FOUNDATION ALAN NORTH FOUNDATION PLAN SCALE: 1/4" = 1'-0" DRAWING: SPREAD FOOTING (F) SCHEDULE F- 1 00 . 01 MARK SIZE (LENGTH x WIDTH x DEPTH) REINFORCING SHT: 3 OF: 21 ` F1 108" x 72" x 12" #5 BARS @ 12" O.C. EA. WAY PROJECT NUMBER: ASES_17- 147 F2 78" x 3G" x 12" #5 BARS @ 12" O.C. EA. WAY DATE: OG-09- 17 DRAWN BY: GWN F3 30" x 30" x 12" #5 BARS @ 12" O.C. EA. WAY SCALE: AS NOTED REVIEWED BY: A5 40 i A.S. : 0 i g Services, NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 35'-011 112 WILSON DRIVE G'-o" 31-G" 25'-0" PORT JEFFERSON, NY 11777 �o U o PHONE: p o = o CELL: (631) 560-0259 �' FAX: (631) 938-0784 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE _......_.. _.. ......... .._..........................................._............_. _._.._ _. .. ... _...... .......... . ._ . .........................._........... .� ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR I --------------- ---------------------------------------------------- I USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED I THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY 5-303 I I j I AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWnNG5,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER I I OR 07HEP5 ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR j COMPLETION OF THI5 PROJECT BY OR FOR OTHERS I I i I I 1 4" - 4,000 PSI CONCRETE w/ I WWF GXG -W 1 .4XW 1 .4 i I -? @ CENTER OF SLAB OVER 4" MIN. COMPACTED A.B.C. AND 10 MIL. I j POLYETHYLENE VAPOR BARRIER I I I I I I I I I F3 I i H I I I o i O i T.C.J. ~ o o I I I I i I o m I I I I j L-- H I I w � w � lLJ o I I 5-302 I f Q- oC CL oC I I up f D- I I I I I I U I I I I I I I I I I i I I I I I I I I I I I j I I I I I I � DEPRESS STEM NE y, WALL @ OPENING i j I ,�tp ��5 SPyh, O E]REVIEW SET I TYP. ALL DOORS I i � ��'' Q * * ❑NOT FOR CONSTRUCTION f r' t g [C - - - - - - - - - - - - - - - - - - - - - - BID S ET �,r 71 C9 CONSTRICTION------------ J Cep ❑FOR CONSTR rip k o m = o N � 0 REVISIONS: �N `n NO. DESCRIPTION DATE 2'-G" 10'-0" 21-0" 351-011 GANAGE FOUNDATION PLAN NORTH SCALE: 1/4" = P-0" SPREAD FOOTING (F) SCHEDULE PROJECT: MARK 51ZE (LENGTH x WIDTH x DEPTH) REINFORCING SPATNY R 108" x 72" x 12" #5 BARS @ 12" O.C. EA. WAY PLATT ROAD F 78" x 3G" x 12" #5 BARS @ 12" O.C. EA. WAY ORIENT, NY 30" x 30" x 12" #5 BARS @ 12" O.C. EA. WAY CUSTOM HOME F GARAGE FOUNDATION PLAN DRAWING: NOTES: F- 1 0 1 . ® DENOTES SIMPSON HPAHD-42 HOLDOWN. SEE DETAIL W5-30X SHT: 4 OF: 2I PROJECT NUMBER: A5E5 17- 147 DATE: OG-09- 1 7 DRAWN BY: GWN SCALE: AS NOTED REVIEWED BY: AS ted• ..,-,<:m'. 38-0 1/2 13-0 I -6 �x >. .4 tell lu 5IMP50N SIMP50N SSW 12-1 KT SSW 12-1 KT STKONGWALL STRONGWALL NEW YORK CITY: E 630 FIFTH AVE., SUITE 2000 E s 3oI NEW YORK, NY 5-301 - - - - LONG ISLAND: 117/8"TJ 1110 J OI STS o - @ I G" 0.C. (U.0.N.) - H 112 WILSON DRIVE �o s 203 s-2o3 - PORT JEFFERSON, NY 11777 PHONE: 0 0 <( � CD 2'-1 1" 41-2" I I" - - CELL: (631) 560-0259 w o Q o _ _ _ _ FAX: (631) 938-0784 Ai THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE FLUSH BEAM ® cu- ),-on? ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR ® _ (4)_I .75"X 1 1 .875" LVL USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED 40° THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,5TATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S 1 I I I I I I I I I I I I I F � DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SrlAl.l BE USED BY THE OWNER I I 1 > I I > I I I 1 I I I I I 1 1 I I I I I -� I J I I I I I I OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF TH15 PROJECT BY OR FOR OTHERS = 11 = IIIII 11 I 1 IIIIIIII I I I I I I I 1 I 1 1 I I Ln j IIII I J 1 m I I > _ _ II IIII I ® I I I � B J 11 = IIIII 11� I � IIIIIIII X 1 x � T) l I I I I I Q I I Q I I ( I I 1 11EKE 4111!10� 5 302 1 1 J � ( I I m I I I I I I I I I I 0 �- in � o O I I I I I I G I I I -I� I I i G i I I I L 5-203 IU I S-203 GARAGE WALL, o I I I 1 I I I 1 ® SEE GARAGE FLUSH BEAM I I I ply I I A t1.75 I PLANS �r 111111 " IIIIIIII I I T.7�T1�'75'� I I I _1 dU 1 1 5 305 75 1 I I B LVL FLUSH BEAM FLUSH BEAM I I � - I ® 5-302 (2) 1 .75" X 1 1 .875" I _ _ _ (2) 1 .75" .875" LVL FLUSH BEAM N LVL 1 (2) W O I LVL I I I I I I I I I I u� C I I m 5-302 I I I I � ED o - - I D ( I __.... .. ....._ ( ( ( FLUSH _ _ 1 S I I I I I I (2) 1.75"XII.875" I I I W o 1 I FLU5H BEAM i I LVL F I (2) 1. 5"X 11.875" 5 301 ic F J LVLLn FT CCD L I > > 5-202 J 1 I I I I I I Q Q S-202 10'-011 m I ILu 1 � I Q w 1 I I ( I x �7 x I li I I 1= xl 1 I Lu — — I cn F �o — I 1 = I Ln ._.e___..e. Ln J J W o I 07 I N � = I n - I � � r I I I� N X I cn = NI Ln 1 1 I f� I I I I to z I N _ I N I I c3 I I I "I I I �7� y iS SP Y� REVIEW SET — 1 — Oo)1p ® * xta � * NOT FOR CONSTRUCTION e: r CC � BID SET H10 I I rn :. ;:: I I I I I � ry, U I I I I � 08 ❑ FOR CONSTRCTION I I I 23 1 I 1 I I -I I I ( `n I I I I I I I I I 'dly� \, I I I I P I 0r �� SS51 ® ® ® ® ® - - - - - - ' ® 0 0 ® ® REVISIONS: NO. DESCRIPTION DATE )"o) SHEATHING SCHEDULE U, oQCON . STOOP Iw oVou� 5-303 AND STEPS o r C I I C NAIL SPACING A REV. PER ARCHITECTURAL I (/16/17 �D 5 201 L - - - - - - -� 5-201 LOCATION THICKNESS NAILS BLOCKING PERIMETER INTERMEDIATE ROOF 1/2" STRUCTURAL I OD YE5 4" O.C. 12" O.C. + + GRADE PLYWOOD <o )11`�)" ROUND STRUCTURAL 15T, 2ND, 3/4" ADVANTECH TtGI OD WHERE 4" O.C. 12" O.C. QAND ATTIC FL OR HEATHINGSHOWN � Q DECORATIVE COLUMN T.B.D. BY OWNER. COLUMNS SHALL MEET MIN. LOAD REQUIREMENT C) OF 1,200 LBS. EA. o n I I PROJECT: 511 71-8" 5" _ _ - - - I- - - -I- - - - -I-I - - - - - SPATNY RES . - - - — 14'-3" 8'-01 14'-3" - IT - - - - I- - - - -I - - - - IT - PERIMETER - - - _ I- - - - -I - - - - - _ BLOCKING A5 PLATT ROAD - _ - - - - 371-0" 15'-G 1/2" IT I- - - - -I - - - - IT - REQ'D., SEE ORIENT, NY _ - - - - - - - - -JI- - - - - _ SCHEDULE CUSTOM HOME - - - - I- - - --I — — — — - - - - - - I- - - --I - - - - - FIRST FLOOR FRAMING PLAN IST: FLOOD FRAMING PLAN NORTH zW —_ _ __ __ __ I- - - - _I __ __ __ __ SCALE: /4" - J'-0" Q I I DRAWING: I . DENOTES 51MP50N FJA FLOOR HOLDOWN. 5EE DETAIL X/5-30X z I- - - - _I = _ _ _ = SHEATHING 1- - - - -I (SEE SCHEDULE), � W � = = _ _ - I- - _ - -I - STAGGER LAPS S- 100 . 01 US - I- - - - -I - AS SHOWN IT 71— SHT: 5 OF: 2 I PROJECT NUMBER: ASES 17- 147 INTERMEDIATE NAILING (SEE SCHEDULE) DATE: DRAWN BY: OG-09- 1 7 GWN 5f1EATt11NG ATTACHMENT DETAIL SCALE: AS NOTED REVIEWED BY: AS �,w,9� ,✓' 3"»s ";t",>. ..gip' ...;'`"m.� >..ry 38-0I 1/2" 13'-0" I'-G" Lu --------------------------------- NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 --------------- ---------------_ HEADER (H) SCHEDULE NEW YORK, NY I I MARK 51ZE MATERIAL NO. OF BRG. NO. OF FULL LONG ISLAND: ----------------- STUD/POST HT. STUD ____2x8 CEILING JOISTS o H 1 (2) 1 .75" X 1 1 7/8" LVL DF#I (2) 2x (1) 2x " ----^ @ i G., O.C. " 112 WILSON DRIVE 5-203 T_ = s-2o3 - H2 (2) 1 .75" X 9.25" LVL DF #1 (2) 2x (1) 2x PORT JEFFERSON, NY 11777 ---------------------------------- - -------------- --------------- PHONE: 0 0 Q m o --------------- CELL: (631) 560-0259 ----------------------------------- - FAX: (631) 938-0784 Q o U D�6'" �' `� NON-BEARING WALL HEADER SCHEDULE --------------- — THE DRAWIN65,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE 5-305 --_ ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR ® H 2 " 1 H 2 ® USE SOLELY WITrI RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED --------------- ---------- — .� _, __ — 1/�lLl�/�/�'I/�/�lL ® OPENING SIZE SIZE MATERIAL NO. OF BRG. NO. OF FULL NOTES THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY H2 I B STUD/POST HT. STUD AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S I I I I I I I I I I I I I I I I I I I I I I I I „ DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE U5ED BYTHE OWNER ®► I I I I I 5 304 m UP TO 3-4 (2) 2x4 DF #1 (1) 2x (1) 2x I I ( — — — — _ OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR III I I I I I I I I I I I I I I I 3'_5" TO 5'_4" (2) 2xG DF #1 (1) 2x (1) 2x COMPLETION OF THI5 PROJECT BY OR FOR OTHERS N I IIII I = I I J I I J I I I I I I I I I I I J I I I I I I I I I I I I I I I 7T 4X8 > > I I 1 I > 5'-5" TO 8'-G" (2) 2x 10 DF #I > J � (I) 2x (I) 2x ® Ln Ln I In I 2 10 I FTE I S I 1 E II II 111111 III IIIIIIIIIIIIII G � � � � IIII I I 5-305 I Q c0 I IQ CO I I I I I I I I I I I Q I I 1 I I I 1 I I I I I I I I ® IG O.0 (5-304 I I I m - m - I 1 I I m _ _ ..__... SIM. X I I x l l I I �I c� x SIM. IIII 1 1 1 SEE WALL, = _ I _ I I I I I I I I I I I I I I 2x10 RIDGE, � ;:n I I I I �I I I I I I � � N _ � _ _ SHEATHING SCHEDULE (� [� I I I I I I I I I I I I I I I I I = PLANS _I t 1 1 I I I I m z LL_ —I— I—� <D G ^ o I I I I I I G LOCATION NAIL SPACING 5-203 N N I I I I I S 203 THICKNESS NAILS BLOCKING IIII P 2>a 10 R FTE S PERIMETER INTERMEDIATE 1.411 I I I I o I I 314„ I I GI, O.CI I I ROOF I/2" STRUCTURAL I OD YES 4" O.C. 12" O.C. = I� I I I I I I I I I I I I I I I GRADE PLYWOOD IIIII� I � _ IIII I FLU H BEA I I �I I 1 I I I I I I I I I I I I I I I I I I 4X8 U 15T, 2ND, 3/4" ADVANTECH T*G WHERE FLUSH BEAM � �� (2) I .75"XII .875" LVL = S 306 _ _ _ AND ATTIC FLOOR SHEATHING IOD SHOWN 4" O.C. 12" O.C. (2) 1 .75" X 11 .875" — — — -l/b I I I I 1 1 1 1 1 1 LVL �� OFLUSH BEAM1.7 X 1.875(2) 5 ISHEARWALL (SW) SHEATHING SCHEDULE Q I � I m cry - I `Y I? I 2 D,n? a MARK MATERIAL/THICKNESS BLOCKING BI UE 5-304 I� I I I I - I I I „ _.r " _, I J J I J _j I I I 2XG DOUGLAS FIR#2 @ I G O.C. AND (3) 1 I > I> > J J I I I J ,_,. i I 1 -" 1 2XG @ EA. OPENING AND END OF WALL 1/2"0 ANCHOR BOLTS F ( I I I I I I �� _ �� I B F @ 1n I� I 1 SWI TYP. 7/I G" OSB STRUCTURAL GRADE YES 48" O.C. AND WITHIN 12" l� l � � 1� � I l� I _ II 5 202 I I I I < I I 1 I 5 304 5-202 SHEATHING W/ 8D NAILS 4 O.C. AT ALL PLATE ENDS Q aro Q� Q� Q I I Q I I I @ Lu w w_ w_ w w PANEL EDGES AND @ 12' O.C. @ FIELD 1 I x 1 1 Ln X I I ( �x _ N x I N x T) x INTERMEDIATES. _ = 11 = III 77 � Ln I I � Ln I I %n In Ln N 1 I I I I o IL LL l\ IL I\ U—I� C` LL _ Ln 2XG DOUGLAS FIR#2 @ I G" O.C. AND (3) OF IN N I I N I I I I N 2XG @ EA. OPENING AND END OF WALL 1/2"0 ANCHOR BOLTS @ `t� tS SP} � REVIEW SET IU Q ❑ � II VIII „ of 1 I Iv SW2 TYP. 7/I G OSB STRUCTURAL GRADE YES 48 O.C. AND WITHIN 12 � � _ O 1 I I I I SHEATHING W/ 8D NAILS @ 2" O.C. AT ALL PLATE ENDS * t`w`; * NOT FOR CONSTRUCTION - z PANEL EDGES AND @ 12" O.C. @ FIELD r +. Icc INTERMEDIATES. ;t` i;"-. w ❑BID SET Ud N I I I I I q 7Ca ❑FOR CONSTRCTION 2X4 DOUGLAS FIR#2 I G O.C. AND 3 08235 I I5-305 I ( )in� .� I I ( ( 2X4 EA. OPENING AND END OF WALL I @ 112"0 ANCHOR BOLTS 1 I I 1 I I I H 1 1 I I I I I I I 5W3 TYP. 7/1 G" OSB STRUCTURAL GRADE YES 48" O.C. AND WITHIN 2" SSStO ® ®► SHEATHING W/ 8D NAILS @ 4" O.C. AT ALL PLATE ENDS ® H2 ® H2 ® _ _ ® H2 ® e N2 ® �# PANEL EDGES AND @ 1 2" O.C. @ FIELD INTERMEDIATES. REVISIONS I I I v v NO. DESCRIPTION DATE 0 o Q o S 306 x _ _ Q o o LEGEND: DENOTES "SWI " 5HEARWALL N cV U7 cn � N N C I I I C Q REV. PER ARCHITECTURAL I I/I G/17 m DENOTES "5W2" 5HEARWALL -20 I 2x 10 RAFTERS 2x 10 RAFTERS DENOTES "SW3" 5HEARWALL @ I G" O.C. - 4X8 - @ I G" O.C. NOTES: 1 . ALL SHEAR WALL FRAMING STUDS TO BE DOUGLAS FIR#2 0 2. DENOTES 51MP50N HD5A FLOOR TO FLOOR HOLDOWN. SEE DETAIL C/5-303 Q o 0 n � o � p o 1'-311 71_q II 1 1.311 13'-5" 10'-2" 13'-4 7/8" I PROJECT: - - - _ - I__ __ __ _ - _ _ _IT SPATNY RES . 37'-0" 15'-G I/2" - - - - - --IF - - - - I IT - I- - - --I - - - - - PERIMETER Illll I _ _ _ _ _ - I- = = - -I - _ _ _ _ - BLOCKING AS PLATT ROAD 2ND FLOOD FOAMING ALAN - --IT - REO'D., SEE ORIENT NY NORTH _ - - - - - JL - - - - - SCHEDULE SCALE: 1/4" = 1'-0" - 77 - - -- - - - - - - CUSTOM HOME - - - - I- - - --I - - - - - SECOND FLOOR FRAMING PLAN DRAWING: Qo z1u - - - - - 1- - - - -1 - - - - - SHEATHING I_- - - - - - 1- - - - -I - - - - - (SEE SCHEDULE), Lu Ln = I- - - --I STAGGER LAPS S- 101 . 01 U, m - 1- - - - -1 - AS SHOWN LL - - - - I- - - - -I — — — — _ F — I- - - - -I — — — — — SHT: G OF: 2I rT _ - - - - -I - - - - — PROJECT NUMBER: A5E51 7- 1 47 INTERMEDIATE NAILING7. - <Lu (SEE SCHEDULE) DATE: DRAWN BY: OG-09- 1 7 GWN SHEATHING ATTACHMENT DETAIL SCALE: AS NOTED REVIEWED BY: AS SEE ARCH. 5EE ARCH. 1€ ARCH. C) a . lu 0 !77 I I NEW YORK CITY: 1 3 I 3 I 1 HEADER (H) SCHEDULE —Ws-3o4 ---- - 630 FIFTH AVE., SUITE 2000 MARK SIZE MATERIAL NO. OF BRG. NO. OF FULL NEW YORK, NY r _ STUD PO5T HT. _-� / STUD 5-304 t _ _ x _ _ H 1 (2) 1 .75" X 1 1 7/8" LVL DF #1 (2) 2x (1) 2x LONG ISLAND: —N� - H2 (2) 1 .75" X 9.25" LVL DF #1 (2) 2x I 2x C? I ; 2x 10 RAFTERS @_- 2x 10 RAFTERS @ ( ) H I G" O.C. (U.O.N.) 1 _I G" O.C. (U.0,-.N.,-) 112 WILSON DRIVE s 203 _ - _ - s-2o3 PORT JEFFERSON, NY 11777 - - PHONE: ),C�) CELL: (631) 560-0259 1 NON-BEARING WALL HEADER SCHEDULE FAX: (631) 938-0784 CLI Dmn W )6' wmLH ct) ,H ; _ I NO. OF BRG. NO. OF FULL N T THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE OPENING SIZE SIZE MATERIAL STUD/POST HT. STUD O ES ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS 5ERVICE5 FOR ® H2 H I H2 ® r .. _ - _ ___.M., __.._._ ,___._-........, ._____ .___._ _ � . _ _ 7 _ .., _. ____. _. � 7 7�: .. —..... ....... ... . — USE SOLELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED ® l� TZI-9 I T� 7I - - ::.: UP TO 3'-4"_.__- -__.....- ..__,�.. ___, _____ _". _ e _ � I__ _.._ .. , ,.,_.:.. ,,.,.,�,�>.I (2) 2x4 DF #1 (I) 2X (I) ZX THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COM'NGINErR STATUTORY MONLAW Q \ � AND OTrIER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE E - 'S p �I I I 3'-5" TO 5'-4" 2 2xG DF #1 (1) 2X DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS SHALI BE USED BY THE OWNER ��'.'.' ...vim I I I I H �. .... .. z S 304 5' S" TO 8' G" ( ) I ZX ON OTHER PROJECTS, FOR ADDITIONS TO THE PROJECT OR FOR I I I I I S 305 I I O - - (2) 2x 10 DF #1 (1) 2x (1) 2X COMPLETION ON OF THIS PROJECT BY OR FOR OTHERS Ii I . € I , III II ., 1 III N l t I I I I I I II I 1 I I I � II 11 e J J Ill Ln Ln I Ln I i IIII II III I - I� I I I I 1 I I li I I I II <A I II 1 ✓� I I I I � I I co I I 1 11 Q °� Q � I I I I I I Q Q I I I I II II I I I I �I— 1 - Lu _ - w _- _ _ - - - - - w w _ - _ - �� 1 1 11 II I 1 1 I I SHEATHING SCHEDULE = X = x ( I 1' = x = i it it 1 I�I 1 - ._._I .._...._I - I .__._._ - - - I I I I I w I 2x 1 2 RI DGE I I N Ln z NAIL SPACING -� `n -j Ln I IU I I I I -� L�....J.. -� '�- -� -I I -✓' - —1 - - 1 -I LOCATION THICKNESS NAILS BLOCKING LL U- u �.._ O I I I I I �l I 1 1 1 1 PERIMETER INTERMEDIATE G I ' _ � I I IQ � I I I I I G 1/2" STRUCTURAL 5 203 I I I I -203 ROOF . 4=h II h h 40 011 h 11 II II II i I GRADE PLYWOOD IOD YES 4 O.C. 12 O.C. I I I I I U 1 1 f I I I ' 411 I ' � � `-' I I I I I 3,-4„ I I I I I 15 2 _ 1 .. I I I) 11 II - IIN I I X110 II li II I " WHERE o I I �I� I III 1 1 1 1 I I ii 1 I 1 i T, ND, 3/4 ADVANTECH TSG IOD 4" O.C. 12" O.C. I O I I I I I �Iv II—T II I J AND ATTIC FLOOR SHEATHING SHOWN 5-306 I I I h I I I I I <x I I I I I I I I I 04'j I I I VIII s � , ii ° ° - J x � (2) I .75"XHIBE5715" LVL " '�' FLUSH BEAM cVl— _ ' - - (2) 175"X 11.875/ SHEARWALL (SW) SHEATHING SCHEDULE C) zzz ii �1 - ;/, m — - - ,' - tJ' ❑ �, I nl cu MARK MATERIAL/THICKNESS BLOCKING 2XG DOUGLAS FIR#2 @ I G" O.C. AND (3) 2XG @ EA. OPENING AND END OF WALL 112"0 ANCHOR BOLTS @ 5W I T'P• 7/1 G OSB STRUCTURAL GRADE YES 48 O.C. AND WITHIN 12 SHEATHING W/ 8D NAIL5 @ 4" O.C. AT ALL PLATE ENDS ^F: I I I J ' Q '� I I ( I ( Q co Q `'� 1 F PANEL EDGES AND @ 12" O.C. @ FIELD � W IIW . f I I 5-202 I I I Ln Ln I w_ (2) 2x 10 4, 1 I ! I m - In - 5-202 INTERMEDIATES. ✓� = — III . Q Q = I x x III W — W — �x I In m Ln; 'n L1' 2XG DOUGLAS FIR#2 @ I G" O.C. AND (3) x x l �� I y- I I I I I )(5x)cn I I cn1 . 2XG @ EA. OPENING AND END OF WALL I/2 O ANCHOR BOLTS_I- _-._ --T - W @ Jto - __ - ' { - ._.. _,- I. _.. - -J- - - N- -- _ N SW2 TYP. 7/I G" OSB STRUCTURAL GRADE 48" O.C. `V =� I SHEATHING W/ 8D NAILS @ 2" O.C. AT YES ALL PLATE (THIN 12 ,g,p REVIEW SET II OI I PAO.C. �' ❑ p �� NEL EDGES AND 12 O @ � 9 15-6 I/2 @ � 8 INTERMEDIATES. * ❑NOT FOR CONSTRUCTION @ CKt u, ❑ I NI I " � � BID SET 2X4 DOUGLAS IF #2 I G" O.C. AND (3) � ' � I >� 2X4 @ EA. OPENING AND END OF WALL 1/2 0 ANCHOR BOLTS @ FOR CONSTRCTION Nr : I J I I — � I I I I � I �� 7 ❑ I G � �O I 5W3 TYP. 7/16" OSB STRUCTURAL GRADE YES 48" O.C. AND WITHIN 12" I 1 5-305 I I I I III IIII I II SHEATHING W/ 8D NAILS @ 4 O.C. AT ALL PLATE ENDS II 1 19 I I ' H I ' ' ' �' '� I PANEL EDGE5 AND @ 12" O.C. @ FIELD fisstt� _-,.._-..____,_ _ ®I INTERMEDIATES. 1,7 - 1- ®_ ® H2 ® ® H2 _ _ ® ® - H2 ®- ® H2 ® - _® LEGEND: REVISIONS. DENOTES "5W I" 5HEARWALL NIO. DESCRIPTION DATE w mn � w ixxxxxxx DENOTES "SW2" SHEARWALL C Ai C DENOTES "5W3" 5HEARWALL REV. PER ARCHITECTURAL I (/16/17 5 201 S-201 NOTES: 1 . ALL SHEAR WALL FRAMING STUDS TO BE DOUGLAS FIR#2 2. DENOTES 51MP50N HD5A FLOOR TO FLOOR HOLDOWN. SEE DETAIL C/5-303 0 Q N � O � N 37'-0" — - - - = I= = — = I — _ _ — = PROJECT: _ = SPATNY RES . ATTIC; ELOOK FRAM I N G / LOWER ROOF FRAM I N G PLAN- NORTH = TT _ _ __ __ I-_ __ __ __ __ IT SCALE: 1/4" = 1'-0" _ _ - _ _ 1- _ _ _ _1 _ - _ _ _ BLOC NG A5 PLATT ROAD IT 7 1— _ — _ -1 _ — IT_ — REQ'D., 5EE ORIENT, NY _ _ [L _ _ _ - -- - J (_ _ - - - _ SCHEDULE - - - CUSTOM HOME - - - 1- -- - -I - - - - - ATTIC FLOOR FRAMING PLAN z [[ — - - - - ►— _—_ —_ —_1 J J I I DRAWING: Q Q _ _1 - - _ _ - SHEATHING uj u TT - - - - I- - I - - - - - (5EE SCHEDULE), w _ I _ _ _ - I- -- - -I - STAGGER LAPS S- 102 . 01 w � - 1- -- - -1 - AS SHOWN SHT: 7 OF: 2 I _TT - - - - -I = _ _ _ — PR:OJECT NUMBER: A5E5 17- 1 47 INTERMEDIATE NAILING (SEE SCHEDULE) DANE: DRAWN BY: 06-09- 17 GWN SCALE: A5 NOTED REVIEWED BY: A5 SHEATHING ATTACHMENT DETAIL : . " �z 37-4 112" 15'-8" A.S. gi C a 1ces,P. . NEW YORK CITY: ! 630 FIFTH AVE., SUITE 2000 NEW YORK, NY 12/12 12/12 LONG ISLAND: I o 112 WILSON DRIVE 8" PORT JEFFERSON, NY 11777 5'-4 1/8" 3'-4" 19'-7 3/4" 3'-4" 5'-4 1/8" �8" ii I i . PHONE: Q o <n o p o CELL: (631) 560-0259 I ! FAX: (631) 938-0784 CV I I THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE R --- - ---� -T-I- -71 - - _ Iff��_l _ ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FO USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY I--—— }--—--1-------I— - --I----- .� ..-.._.1_.. _.._1..........I I I .. .. I I_I ---—1-—---—I—---,-..._..... � _....---...__._._...- - —-- -- ----------....._._.._..__._ AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S II III I I I I I I 111 I I I, OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THE PROJECT OR FOR I I I I I I I DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER I I I R 11 II I I II I I I I I I I I I I I I I II III I I I I� COMPLETION OF THIS PROJECT BY OR FOR OTHERS . I II I L I I I w ° I I I I I I II III 11 I I I OII I 1 QII Do`� N N CQ O I _ it ; II II II III , , I II II II I I II II II II II II II II II III , I 1111 11 II II I ---I..- .1 - -- -I - 1 I II II I� II I I 11 I II I� � 11 II II 11 ��I I 11 I I � !I �I � � SII I 1 1 I I, I II II 1 I 1 I 1 I 1 f 1 II II II I I I I I 1 1 1 I G I ! I II I I I I I I I I I I I II I I I! 5-203 I I I I I I I I I 1 I I 1 I 1 I I I I I 1 I I 5-203 I 1 I I 1 II II II II I� I I I II II II II II 11 III III I I I I, N III II II III . I I I I I I I I I I I I I 1 I I I I I II II I N J I II I I I I I I I I I — 1 II I I II I I 111 II II II II II I I II II II 11 11 II III I I III � j � I , 11 I I I,I (2) 2X I O I II I, 11 I) II 11 I I II 11 11 II II 11 III (2) 2x 10 III I I I T I I I II II I I I I I I I _ I U II II I I I I I 1 I I I I I I I I 1 I 1 I I I I I I I I 1 11 I ► I 1 1 1 2x 1 2 RIDGE I I I 1 1 I 1 1 12x 1 2 RIDGE I = _ 0 1 2x 12 RIDGE , , , m 1 I I I I I 1 I � I ► I ; I 1 I I I I ' m II I I I I I I I I 1 'I(z, jl I 1 I I I I I I I 1 I I 11 III II II it it i1 IIW pll 'i it it i1 it i iI I II I I ill (2) 2x 10 II it it it i i it I oCc ?I ;II II II II II II ill (2) 2x I 0 n II I I I 1 .1 � I , , I I I I I I I ,IJ Ljl ; II I I I ► I I I , , II II° oll ;i i i i i i i i II Ir it II I I I I I I I I I U I I I I I I I I I I I F II I 11 I I 111 11 11 11 11 11 II 11 I � �I 111 II 11 I ! 11 11 11 111 II 11 I I 1 II F ' ! 1 II II 1 I I I I I I LIN -II j l I I 1 I 1 1 I II 1 I H i ! II I I I I 1 I I I I I I 1 I I I I I I 5-202 5202 ;I ;, ;1 I,I II II II II II I� II ;I ;I II II II II II II III ILII �, II II 5-304 H 1 1 I 1 1 II II I I I I I I I I I I I I ' I I I II III I I I' --- --- -- r -- 1 I I I I I I I I I I I I I I I I 5-304 � I 1 I I I I I 1 I 1 I I I 1 jr- -�I a ...... I v r 1 } r -- ,�, o cel - - N ` � 5 SPYR ❑ }- O O O _ � REVIEW SET N N III � Q� 1 O I I _L� 11 ^II if ^IIw. . „III I , 1 � ❑NOT FOR CONSTRUCTION N I I N � � N I I N � � r ❑BID SET I I II 11 1 1 1 1 1 1 C1� �� I �/7 C7� FOR CONSTRCTION I II I 1 II I I I I N I I I I I I II I 1 III I fiQ Ono r� !G� ❑ I II I I III Op�Sslo�P II II II I II II I I I 1 1 1 1 1 1 1 1 1 II III 1-I --�J _ JLC_�I�--- --- _ REVISIONS: SHEATHING SCHEDULE N NO. DESCRIPTION DATE LOCATION THICKNE55 NAILS BLOCKING NAIL SPACING PERIMETER INTERMEDIATE C C 5 201 5-201 1/2" STRUCTURAL ROOF GRADE PLYWOOD l OD YES 4" O.C. 12" O.C. 15T, 2ND, 3/4" ADVANTECH TtG I OD WHERE 4" O.C. 12" O.C. AND ATTIC FLOOR SHEATHING SHOWN 0 0 cf) cn U7 = _ _ _ _ 8" 37'-0" 8" — — — — 1— — — — _I PROJECT: „ -Ir IT _ _ _ _ - - - - _I = SPATNY RES . 38-4 15-2 I/2 1— — —I PERIMETER — — — — I- - - - -I - - _ — — _ BLOCKING A5 PLATT ROAD - - — — — — 1- - - - -I IT- - - - — REQ'D., SEE —— —— J L — — — — 5CHEDULE ORIENT, NY ' UPPER ROOF FRAMING FLAN = CUSTOM HOME NORTH I I ROOF FRAMING PLAN SCALE: I/4" = I'-O" = _ _ _ _ J J I I DRAWING: z N _ — SHEAT111NG w — — — — 1— — —— —1 — — — — — (SEE 5CHEDULE), I— — —— —I STAGGER LAP5 � � — - - - - I- - - - -I - - - - — A55HOWN S- 103 . 00 Luv — - - - - 1- - -- -1 - - - - — _ SHT: 8 OF: 21 _TT - - -- - — — — — — PROJECT NUMBER: ASES 17- 147 INTERMEDIATE NAILING — (SEE SCHEDULE) DATE: DRAWN BY: 06-09- 17 GWN 5hEATH1NG ATTACHMENT DETAIL SCALE: AS NOTED REVIEWED BY: AS • A.S. Engineering Services,P. . 3G'-4° NEW YORK CITY: 10" 34'-10" 630 FIFTH AVE., SUITE 2000 NEW YORK, NY r, OPENING FOR ATTIC ACCESS -� J � LADDER. LOCATION T.B.D. AND 5-304 m LONG ISLAND: u-� H 51ZE TO BE COORD. w/ LADDER MANUF. 5PEC'5. 112 WILSON DRIVE 5-305 - - - - - - - T - I - PORT JEFFERSON, NY 11777 IIII ill� 11111111 1411 IIIIIIIL TTTTI7 1 1 1 111 1 1 F _T I , PHONE: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n o f I I ( 1 1 1 1 I 1 ( 1 ( 1 1 1 1 1 I I I I I 1 1 1 I I I I I ( I I CELL: (631) 560_ 0259 1 1 1 1 1 1 1 1 1 1 1 1 = 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 II II o FAX. (631) 938-0784 1 4 I I I ( ( I ( I I I I I IIII I I THE DRAWINGS,SPECIFICATIONS AND OTHER I I DOC I I I I I I I ( I I I UMENTS PREPARED BY THE I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I I I 1 I I I 1 ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR I ( I I I I I I I I I I I I I I I I I I I II II I I I I I I ( I I USE SOLELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED U I I THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY I 1 I I 1 I I I I I I wl I I I AND OTHER RESERVED RIGHTS INCLUDING ( ( I I I ( I I I I I ILHTHE COPYRIGHT. THE ENGINEER'S II II I I 1 I I I I 1 I I 1 I �Ip I I I I 1 I I I I I I I I DRAWINGS 5PECIFICATI F ONS AND OTHER DOCUMENTS SHALL B�USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR N I I I I I I I 1 I I I I 1 I I I I I I I II II I I N _ ~ U x I� I COMPLETION OF THI5 PROJECT BY OR FOR OTHERS (n - - — 1 I I I I N I I OI- I I I I I I I I I I I I 1 I I I I I I I 1 1 1 I I I 1 1 1 I I I I I �I� I I I I I I I tl I I II I I I I I I ( I I I 1 5-304 NU I I I I I I 1I ) I 111111 111111 II 11111111111111111 . 1111 111111 II 111111 II III 1 I I I I I I I I 1 I I I 1 I I 1 I I I II 1 I II I I I II II II II II I I I I I I I I I j wjz j I I I II I I I I I I I I I II I I I I I I - O I I I I I I I I I I I I 111111 111111 II 1111 = I I (2) 1 .75" X 1 1 .875" LVL I I I I I I (2) I .75" XII .875" LVL II III = _ _ - I I II II 11 11 II 11 II II II 11 11 I i I 11 �I� II II II II 11 II II II II I I I I I 1 I I I I I 2x 10 RIDGE I i- o o om o IT11 - - om pi0 i i i i i i i i i o 0 I IU - � m m I� I I I I I I I I I I I I I I II II I I I II II II 11 tl II II 11 II 11 II 11 11 11 11 �1� II II II II II II II II II I I I I I I I I I I I I I I I I I �1— I I I I II I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I ) 1 1 1 1 1 1 1 � I I I I 1 I I I 11 I I II I I I ( ( I I I I I I I I I I I I I I 111111 � ' 111111 1111111111111 1 I o I U I I I I I I I I I m l I I I I I IIIA—II II II C� U II 5-304 `X I I I I I I I I 1 I I I I I wlU 1 I I I I I I I I t I I I I ( c\1 II 0 1 I 1 11 I 1 I I I 1 I I I I � _ I I N 1 I 1 1 I 1 I I II I I II I N I`p I III II I NI I I I I 1 I I I III II II It1111tlltllt11111111111111 I IIIIIIII t I III I IIII I _ III III I I � 11 1 1 1 1 1 1 1 1 I 111111 I III 111 111111 111 AI 111111 IIII 111 tll 111111 111111 III I UI 111111 1111111 � IIIIIIIIII I ' Illl III III 111111 111111 1111111111111 1 111111 I II II III I 11111 IIII II II 111111111111111111111111111 111111 I 1 HI HII I I I I I I I I I I I I I i ill i i i ill T7-7 Id M t_L 1111111 I IIII Illll III I 1 1 1 1 L1 I i i 5-305 - - .C,'` ��15 SPYR Q REVIEW SET o o * O * NOT FOR CONSTRUCTION I: LuBID SET u823597 FOR CONSTRICTION 35'-0" 8" 35'-0" Aq0 N�\. 8 Pew _30-411 REVISIONS: NO. DESCRIPTION DATE GARAGE ATTIC FRAMING PLAN NORTH GARAGE ROOF FRAMING FLAN NORTH SCALE: 114" = 1'-0" SCALE: 114" = 1'-0" SHEARWALL (SW) SHEATHING SCHIEDULE MARK MATERIAL/THICKNE55 BLOCKING 2XG DOUGLAS FIR#2 @ I G" O.C. AND (3) 2XG @ EA. OPENING AND END OF WALL 1/2"0 ANCHOR BOLTS @ 5W I TYP. 7/1 G" 055 5TRUCTURAL GRADE YE5 48"O.C. AND WITHIN 12" SHEATHING SCHEDULE SHEATHING W/ 8D NAILS @ 4" O.C. AT ALL PLATE ENDS - - - - - - - - - - - - - - _ PANEL EDGE5 AND @ 12' O.C. @ FIELD - IT - - - - 1- - - - -1 - - - - IT - INTERMEDIATES. - 1- _ - _ _1 _ _ _ _ _ PROJECT: LOCATION THICKNESS NAILS BLOCKING NAIL SPACING - - - - - I- - - - -I - - - - — PERIMETER INTERMEDIATE _ 11- -_ -_ -_ -IL SPATNY-- _- 1/2 5TRUCTURAL 2XG @ EA. OPENING AND END OF WALL 1/2"0 ANCHOR BOLTS @ 1 1 ERIMETER ROOF GRADE PLYWOOD IOD YE5 4 O.C. 12" O.C. 5W2 TYP. 7/1 G" 0513 5TRUCTURAL GRADE _ IT _ _ _ - I- - - - -I - - - - - _ BLOCKING A5 PLATT ROAD YES 48 O.C.O.0. AND WITHIN 12 - 1- - - --I - - - - - REQ'D., SEE SHEATHING W/ 8D NAILS @ 2" O.G. AT ALL PLATE ENDS _ - - - - J L _ - - - - PANEL EDGE5 AND @ 12" O.C. @ FIELD SCHEDULE ORIENT, NY - - - - - INTERMEDIATES. CUSTOM HOME 2X4 DOUGLAS FIR#2 @ I G" O.C. AND (3) z - _- - - I-_ -_ __ -_ _I __ - - _ _ GARAGE FRAMING PLANS HEADER (H) SCHEDULE 2X4 @ EA. OPENING AND END OF WALL 1/2"0 ANCHOR BOLT5 @ i __j5W3 TYP. 7/1 G" OSB STRUCTURAL GRADE YES 48" O.C,. AND WITHIN 12" z o - _ - - I- _ - _ _I L _ _ _ _ - 5HEATHING DRAWING: SHEATHING W/ 8D NAILS @ 4" O.C. AT ALL PLATE END5 w - - - - 71- - - - -I - - - - - (SEE SCHEDULE), NO. OF BRG. NO. OF FULL PANEL EDGES AND @ 12" O.C. @ FIELD t `n - - - - I- - - - -I - - - - 5TAGGER LAP5 MARK SIZE MATERIAL STUD/POST HT. STUD - - INTERMEDIATES. w - - - I - -I - - - AS SHOWN S- 104 . 00 HI (2) 1 .75" X 11 7/8" LVL DF #1 (2) 2x (1) 2x n _ -_ -_ _- - - - - -I _ - - _ - LEGEND: I --I - - - - H2 (2) 1 .75"X 9.25" LVL DF#1 (2) 2x (I) 2x DENOTES "5W I" 5HEARWALL N I- _ - - -I - - - -- _ - SHT: 9 OF: 2 1 IXXXXXXXXXXXXXXX DENOTES "5W2" 5HEARWALL + - PROJECT NUMBER: 111111111111111111 DENOTE5 "5W3" 5HEARWALL INTERMEDIATE NAILING A5E5 17- 147 NOTE5: 1 (5EE SCHEDULE) DATE: DRAWN BY: 06-09- 17 GWN 1 . ALL SHEAR WALL FRAMING STUDS TO BE DOUGLA5 FIR#2 SCALE:' A5 NOTED REVIEWED BY: A5 2. ® DENOTE5 51MP50N HD5A FLOOR TO FLOOR HOEDOWN. SEE DETAIL C/5-303 5HEATHING ATTACHMENT DETAIL p. ON T iv 5;yik' a NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: .A_ 112 WILSON DRIVE -� .. PORT JEFFERSON NY 11777 77 r_..r . 2x 12 CONT. RIDGE BOARD RIDGE RIDGE �� 49'-10 11411 �,...,., �, '= 49'-9 1/2.° ,_; PHONE: 12 2 CELL: (631) 560-0259 12 12 FAX: (631) 938-0784 f2 G 1 121 —1 1 2O' 2 \(� g� THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE C) OC { ENGINEERING FOR THI5 PROJECT ARE INSTRUMENT5 OF THE ENGINEER5 SERVICES FOR O• �� 1 f U5E 50LELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED 112" (4) PLY ROOF SHEATHING l�� THE AUTHOR OF THE5E DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY (TYPICAL ALL ROOF5) Q� I AND OTHER RESERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEER'S f IDRAWING5,5PFCIFICATION5 AND OTHER DOCUMENTS 5HALL BE U5ED BY THE OWNER OR OTHER5 ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR E �0 I C�+/ COMPLETION OF THI5 PROJECT BY OR FOR OTHER5 C 2x8 TIES @ I G"O.C._j 2x8 TIEE @ I G" 0. . SPS 2'-4" 2'-4" 2'-4 r € �5 3/4"ADVANTECH pc I 501-1`00R, TYPICAL p o ALL FLOORS. c I o 2x4 KICKERS @ 32" O.C. 2x4 KICKERS @ 32" O.C. ccj TOP PLATE 2x4 KICKERS @ 32" O.C. 2x4 KICKERS @ 32"O.C. OL CONT. 2x4 PLATE 1 CONT. 2x4 PLATE 33'-2 3/4" CONT. 2x4 PLATE CONT. 2x4 PLATE OL ATTIC FLOOR ATTIC FLOOR � 15'-G I/2" 32'-1" 32'-1" TOP PLATE 9-112" TJI I G"O.C. 9-12" TJI I G"O. TOP PLATE 31'-3" I 31'-2 3/4" BOT. OF hEADER, TYP. 2ND FLOOR WALL 5TUD5 TO BE 8' C)_ PRECUTS (92-5/8") o_ 3/4"TSG SUBFLOOR SHEATHING NAILED AND GLUED (TYPICAL ALL FLOORS)co — I 3/4" ADVANTECH 5UBLFOOR, I o TYPICAL ALL FLOORS. 15'-7" - SECOND FLOOR OL SECOND FLOOR 23'-1 3/4" 1 I-7/8" TJI @ I G" O.C. 23'-13/4" I 1-7/51' TJI @ I G" O.C. OL TOP PLATE 15T FLOOR WALL 5TUD5 TO BE 8' TOP PLATE - 22'-I 1/4" BOT. OF H FADER, TYP. PRECUTS (92-5/8") 22'-I 114" o I Nty1- a� - 4'-0" / I I'-8" �cR`P� \'Sry.,q +O REVIEW SET co / * " , a * NOT FOR CONSTRUCTION ALL EXTERIOR WALL TO BE 2xG D.F. / w co 3/4" ADVANTECH SUBLFOOR, 5TUD5 @ I G" O.C. WITH R-19 / m ❑BID SET o TYPICAL ALL FLOORS. BATT INSULATION. / 17'-G 1/4"OL FIRST FT?�LOOR — I FIRST FLOOR / �a 235 ��r� FOR CONSTRICTION14'-0II 1 1-7/8" TJI @ I G" O.C. 14 0 ©fiESSiO� TOP OF CONCRETE / I I-7/8 TJI @ I G O.C. OL f REVISIONS: NO. DESCRIPTION DATE 4" 3000 P51 CONCRETE SLAB ON t. GRADE OVER MIN 4" +/- R �I REV. PER ARCHITECTURAL I I/I G/17 PROCESSED GRAVEL OVER 10 MIL 3'-7" 9'-911 POLYETHYLENE VAPOR BARRIER. r OL t' 't BA5EMENT SLAB BASEMENT SLAB 5'-3 3/4" OL 5'-3 3/4" I NOTE: BUILDING SECTIONS AKE PROVIDED TO SNOW TI-iE OVERALL FRAMING CONCEPT. 32'-0" REFER TO FRAMING PLANS FOR ALL 321-0" FRAMING MEMBER SIZES. PROJECT: SECTION A-A SECTION E3-15- SPATNY RES .ROAD SCALE: 1/4" = 1'-0" SCALE: I/4" = I'-0" ORIENT, NY CUSTOM HOME STRUCTURAL SECTIONS DRAWING: S-200 . 01 SHT: 10 OF: 21 PROJECT NUMBER: ASES 1 7- 147 DATE: OG-09- 1 7 DRAWN BY: GWN SCALE: A5 NOTED REVIEWED BY: AS d 'tih:•\�• \• dldc n �i. r A.S. Engineering Servicoes, P.C. NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 RIDGE PHONE: 12 12 CELL: (631) 560-0259 FAX: (631) 938-0784 12 (, 1 2p THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENT5 PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR V U5E 50LELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED L�� I Tr1E AUTHOR OF THE5E DOCUMENTS AND 5HALL RETAIN ALL COMMONLAW,STATUTORY �pl�\ AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE U5ED BY THE OWNER OR OTHER5 ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS 2x5 TIE5 @ I G" I Oc 0 I � OL PLATE 2x4 KICKER5 @ 32" O.C. 2x4 KICKERS @ 32" O.C. 'r 33'-2 3/4" CONT. 2x4 PLATE CONT. 2x4 PLATE OL ATTIC FLOOR 32'-1OL " TOP PLATE - 31'-3" 0 _ I OL TOP PLATEZx�0 6 p G @ s �FRs o 22-5 1/4 @ /\\ p•C 5ECOND FLOOR 23'-1 3/4" I I- /5" TJ I @ I " O.C. -" TOP PLATE i _......_ _..e. ...._..."..._._. »..._ 2 2'-1 114" i NEt / II �y.�s Sp�,RO Q ❑ REVIEW SET * ,t NOT FOR CONSTRUCTION m ,�' Lu ❑BID SET R I Ln ` I9 7- ��" /^ �� FOR CONSTRCTION FIRST rLOOR FIRST FLOOR823 I I 1-7/6" TJI @ 16" A R°pEs slo�'P TOP OF CONCRETE REVISIONS: o NOS. DESCRIPTION DATE 1- BASEMENT SLAB 5'-3 3/4" L _ - - - - - J NOTE: SECTION C-C BUILDING SECTIONS ARE PROVIDED TO 32'-0" S110W THE OVERALL FRAMING CONCEPT. PRO-JECT: SPATNY R SCALE: 1/4" = 1'-0" REFER TO FRAMING PLANS FOR ALL FRAMING MEMBER SIZES. S ECT I O N D—D- PLATT ROAD SCALE: 114" = 1'-0" ORIENT, NY CUSTOM HOME STRUCTURAL SECTIONS DRAWING: S-201 . 00 SHT: I I OF: 2 I PROJECT NUMBER: A5E5 1 7- 1 47 DATE: OG-O9- 17 DRAWN BY: GWN SCAILE: AS NOTED REVIEWED BY: AS I ° zlANP x � A.S. Engineering Scarmlices,P.C. " t g NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: r CELL: (631) 560-0259 FAX: (631) 938-0784 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGIINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS SHALL 5E USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COM9PLETION OF TH15 PROJECT BY OR FOR OTHERS 4 _RIDGE s- 12 12 121 ATTIC FLOOR 32.'-1 � F 06 TOP PLATE m — 4�TOP PLATE 27-1 1 1/4" Lv - - m - - m SECOND FLOOR � SECOND FLOOR �' 23'-1 3/4" BOT. OF HEADER N TOP PLATE TOP PLATE SP �� , REVIEW SET NOT FOR CONSTRUCTION N i I s / Lu BID SET Ln � - co cc F]FOR CONSTRCTION 082359 AgO��SS�O"�'1P� FIR OT FLOOR X14 OT FLOOR REVISIONS. NO►. DESCRIPTION DATE I ' —77 co r I i BASEMENT SLAB BASEMENT SLAB I ,. 5-33/4" . . , . .. 4" - - - - - — — - - - - - -- - - - ' 3 O L --- -------- -- ------ O O L - - - - - - - - - - J L - J L - I L - - - - - -- - - - -� O PROJECT: I 371 SPATNY R PLATT ROAD NOTE: ORIENT, NY _S ECTi O N E-E BUILDING SECTIONS ARE PROVIDED TO SECTION E— SCALE: 1/4" = I'-O'i SHOW THE OVERALL FRAMING CONCEPT. SCALE: 1/4" = I'-O'i CUSTOM HOME REFER TO FRAMING PLANS FOR ALL STRUCTURAL SECTIONS FRAMING MEMBER 51ZE5. DRAWING: S-202 . 00 SHT: 12 OF: 21 y PROJECT NUMBER: A5E5 1 7- 1 47 DATE: 06-09- 17 DRAWN BY: GWN SCALE: A5 NOTED REVIEWED BY: A5 ,. z$ � •fit �`,r..b:i r. .,, N EW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 THE DRAIWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERJNG POR THI5 PROJECT ARE INSTRUMENTS Of THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO TH15 PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S O�_TOP OF FRAMING DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER VARII_j OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR POR COMPLETION Of THI5 PROJECT BY OR POR OTHERS 1 f;. f X' f; E; y s„ ATTIC: FLOOR -III TOP PLATE 3 2 3/4„ OLRIDGE 31'-0" 12 121 co � 'PS.� 12 1 2 s�8 2} O � � I all 2x8 TIES @ I G" 0. . OL TOP PLATE 5EEC_OND FLOOR 23'-10" `r 23'-1 3/4" OF Me 22-I *\5 SP}.� REVIEW SET NOT FOR CONSTRUCTION uuj E]BID SET 3�9 E]FOR CONSTRICTION .,,.r RO FESSl4�P FIRST FLOORFIR5T FLOOK FFT i i T i ii I I I I I I I I I I I I I I I I I I T I I I�I�u 141.01I ► 7 , @ , REVISIONS: NO. DESCRIPTION DATE REV. PER ARCHITECTURAL I I/I G/17 :�, moi•. � �:• r e. BASEMENTS BASEMENT SLAB OL :. 3/4" 5-3 3/4 T 5' B I II - ---- ------ ------------------------ -- -- ---- -- -- ---- L — PROJECT: SPATNY RES . 52'-G 112" 131-011 PLATT ROAD SECTION G-G SECTION H -H ORIENT, NY SCALE: 1/4" = 1'-0" NOTE: 5CALE: 1/4" = 1'-0" CUSTOM HOME BUILDING SECTIONS ARE PROVIDED TO SHOW THE OVERALL FRAMING CONCEPT. STRUCTURAL SECTIONS REFER TO FRAMING PLANS FOR ALL FRAMING MEMBER SIZES. DRAWIING: S-203 . 01 SHT: 13 OF: 2I PROJECT NUMBER: ASES 1 7- 1 47 DATE: OG-09- 17 DRAWN BY: GWN SCALE: AS NOTED REVIEWED BY: AS AN " ON ;�.� L i;;;; .p<': �,.�`.�•�� `:'�� .2:., airy �',`:y`t?.3 � � A.S. aneerin Services, 1 k NEW YORK CITY: 630 FIFTH AVE., SUITE 2000 NEW YORK, NY LONG ISLAND: 112 WILSON DRIVE PORT JEFFERSON, NY 11777 PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR U5E SOLELY WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THE5E DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,5TATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS TOP OP RIDGE BOARD EL. 30'-9 112" 12 12 8� �8 j 1G11 o TOP OF PLATE EL. 20'-4 112" NE SPyREVIEW SET v * * NOT FOR CONSTRUCTION cc w BID SET ?, W tl8235g �� FOR CONSTRCTION (V/ p�0FES S10�Qv lu OL J U T.O. CONC. REVISIONS: EL. 10'-7" NO., DESCRIPTION DATE OL T.O. CONC. SLAB _ _ _ _T.0. CONC. SLAB EL. 10'-3" EL. 10'-O" OL B.O.F. EL. MIN. 42" BELOW GRADE 30'-0" S ECT I O N J—J PROJECT: SCALE: 1/4" = P-0" SPATNY RES . PLATT ROAD NOTE: ORIENT, NY BUILDING SECTIONS ARE PROVIDED TO SHOW THE OVERALL FRAMING CONCEPT. CUSTOM HOME REFER TO FRAMING PLANS FOR ALL STRUCTURAL SECTIONS FRAMING MEMBER 51ZE5. DRAWING: S-204 . 00 SHT:: 14 OF: 21 PROJECT NUMBER: A5E5 17- 1 47 DATE: OG-09- 1 7 DRAWN BY: GWN SCALE: A5 NOTED REVIEWED BY: A5 rt� '� '....,..', ik .4.i; NOTE: I . DENOTES "CLASS B" LAP SPLICE. 2. VERTICAL REINFORCING NOT SHOWN FOR CLARITY. ° CORNER BAR5 MAY BE USED IN LIEU OF HOOKS N d 4 d • Q 4 • q ' d v' N Q ° Q _ d 4 d v • • • •°.• • v • q ° A.S. Engineering Services, • • a a s 1 112"TYP N ° ° r4l a Q ° d ° 2"TYP " °Q • • •qp • NEW YORK CITY: ° p p 630 FIFTH AVE., SUITE 2000 q Q ..• YP p • • a d NEW YORK, NY YP p J e- °Q LONG ISLAND: d • 112 WILSON DRIVE Q PORT JEFFERSON, NY 11777 a q WALL JOISTS AND STRUCTURAL SLABS N PHONE: "L" INTERSECTION "T" INTERSECTION 3" CELL: (631) 560-0259 p q d FAX: (631) 938-0784 TYP a TYP Q • ��/\ • „4 • • • • • THE DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE Q 4 N d Q d v U ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEER5 5ERVICE5 FOR d \\ p. d v USE 50LELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER 5HALL BE DEEMED 4 / • • • • •4 d •,° ° • m THE AUTHOR OF THE5E DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY d v q Q v 2u TMP /\ ° 4 ,q ° v AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S v Q DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS 5HALL BE USED BYTHE OWNER v v / OR OTHERS ON OTHER PROJECT5,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS a ° p 4. • d ° COLUMNS BEAMS = TO GRADE BEAM WIDTH SKEWED "L" ° SKEWED 'T' BASE SLABS, FTG'5 GRADE BEAMS A TYP. WALL I NTER5ECT1 ON REINFORCING E TYP. REINFORCING BAR CLEARANCES S-3OO N.T.5. S-3OO N.T.S. 5AWCUT 5LA5 WITHIN 12 HRS. AFTER PLACEMENT 1/8" OF CONCRETE 4"CONCRETE SLAB W/W.W.F GXG - RE5U LTI NG W I.4XW 1.4 @ CENTER OF SLAB CONTROLLED CRACK N T a o N EF q '. a ,��+-��*Xs SP yRO 4 REVIEW SET NOT FOR CONSTRUCTION N x/ /\\//\/�/ � �� ":r.'1 w E]BID SET FOR CONSTRICTION "82359 w 4 �OpESSiON� VAPOR BARRIER 4" COMPACTED A.B.C. RIM BOARD CONT. WALL PLATE REVISIONS FOUNDATION WALL TYP. FOUNDATION 5AWC UT JOINT NO. DESCRIPTION DATE WALL REINF. 2xH (I'-4" MIN) 4"CONCRETE SLAB W/W,W.F GXG - I " X 1 1/2" CONT W I AXW 1.4 @ CENTER OF 5LA5 I I I I I I I I KEYWAY (I "X3") STOP W.W.F. AT I1 CONTROL JOINT d •d q ------------—s p p u I I°Q — v dLu q• v d 4 ' a I p I WINDOW OPENING 1. a d I I a I o02 -4 PROJECT: ° Q d a \\ �\ VAPOR BARRIER SPATNY R ° ° .. I. d' b q d•I. ° � 1. ' I ---------------- -Ta d I a I I I p q - -- ------------------ <" q . al : d Q�. I a I 1'-o" G, G, 1'-0„ 4" COMPACTED A.B.C. PLATT ROAD 0 - rt —�. 1 - - - —� - - -I - -. . — — �- °- rt-- a ORIENT, NY p Q a I p I I v'. I a I C. I . P. JOINT NOTE: v. d I I I p I a a I °. q I CUSTOM HOME AT CONTRACTORS I d p I I . I p I I a NOTE: STRUCTURAL DETAILS OPTION FTG MAY q ° ° b I I I I . TYPE OF JOINT IS OPTIONAL WITH CONTRACTOR. SAWED JOINTS BE STEPPED THUS: ADDITIONAL#4 x 3G" 5HALL BE MADE WITHIN 12 HOURS AFTER PLACING CONCRETE. DRAWING: BAR EA. CORNER TYP. 2. WHEN KEYWAY JOINT IS ELECTED, THE SLAB SHALL BE PLACED FTG REINFORCEMENT R.O., SEE ARCH. IN CONTINUOUS STRIPS. 3. AT THE CONTRACTORS OPTION, A METAL PRE-FORMED JOINT OF O O . O O APPROVED DESIGN WILL BE ACCEPTABLE AT EACH CONTROL JOINT IN LIEU OF THE ABOVE JOINT TYPES. 4. WHERE SAWED JOINT WILL BE LEFT PERMANENTLY EXPOSED TO SHT: 15 OF: 2 1 VIEW, FILL THE JOINT FLUSH WITH FLEXIBLE SEALING COMPOUND. PROJECT NUMBER: C TYP. STEPPED FOOTING DETAIL D TYP. REI N F. @ DASEM ENT WIN DOW OPENING E TYP. 5LAB-ON-GRADE CONTROL JOINT "TCJ ." ASES_17- I47 W DATE: DRAWN BY: S-3OO N.T.5. S-30O N.T.S. S-3OO N.T.S. OG-09- 17 GWN SCALE: A5 NOTED REVIEWED BY: A5 .. 77 411 411 \ 10"CONCRETE ° 8" C.M.U. CHIMNEY 77— FOUNDATION WALL 8"C.M.U. CHIMNEYANSO N a d Ln ° d \ #4 BARS VERT. @ 48"O.C. 5 1/2" 5 112" \\ �. N0.9 DUR-O-WAL LADUR N0.9 DUR-0-WAL LADUR NEW YORK CITY: 4 TRUSS @ 16"O.C. VERT. d TRU55 @ I G"O.C. VERT. • #4 BARS @ 12" O.C. NEW 4"0 LALLY COLUMN, DAMP PROOFING \\ #5 DOWELS @ I G" O.C., _ #5 DOWELS @ I G" O.C., SEE FOUNDATION PLAN 630 FIFTH AVE., SUITE 2000 PER ARCHITECTURAL \ A. , ' ALTERNATE HOOK d ALTERNATE HOOK i CLOSURE POUR NEW YORK, NY d • W.W.F GXG -W I .4XW 1.4 I #4 DOWELS @ ! 112" 5,000 PSI 48" O.C., @ CENTER OF SLAB LONG ISLAND: 3/1 G I I NON-SHRINK GROUT LAP 40 BAR DIA., ° e 4"CONC. SLAB F GX6 -W 1 W4XW 14 W. . . . ALTERNATE HOOK \ CONT. KEYWAY I 112 WILSON DRIVE 3/4 BASE PLATE W/(4) @ CENTER OF SLAB �ATERSTOP �\ d 3/4"0 HEADED ANCHORS I PORT JEFFERSON, NY 11777 N \\\ .• • W.W.F GX6 -W I .4XW 1.4 a n d ° e ' de. ° �° W/MIN. 10" EMBED. 4 CONC. SLAB ° @CENTER OF SLAB x_�c ---� x —�� x.0X = x \ \ a\ 4"CONC. SLAB ° a e 4 e . e ' ° • a .. I I PHONE: I -8'-8 I/8"T.0. SLAB �j\�\ \ ° ° ~ \ = � �a d I, d x CELL: (631) 560-0259 " o / / / d d °e 4. �/\ `° a FAX: (631) 938-0784 ELEV. -239'-7 3/4 �, \ \\ \\ '4 � �.°e \ \ \ �I / \� / • ° e ' • ' • I 0 MIL VAPOR � \ \ ° w = + d 4 e a o p \ / \\ v d• I I a' I d \\ \\/ \ \ THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE \ BARRIER W / \ ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR U7 cn a ° d d e e. �/ / �/ _ / 4 I I• I I USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED Q \/ d d \ \\� / 4" COMPACTED A.B.C. \ d a I 0 MIL VAPOR \ \ \ \ • d . • \ BARRIER THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY \ '° e•d �' / \ \ I 0 MIL VAPOR Lu / d p d Q7 Q.d / AND OTHER RESERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEER'S BARRIER \ \ \ \/ / \/ /\ \/\/ CONCRETE FOOTING, SEE 4 COMPACTED A.B.C. DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER \ e \ / // \//////` / /�\ /�\ /�� //\ /` //\ /`" FOUNDATION PLAN AND \ OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR 4" COMPACTED A.B.C. \ REINF., SEE 4" COMPACTED SCHEDULE. \ \ COMPLETION OF THI5 PROJECT BY OR FOR OTHERS C) / // SCHEDULE m \�/ \\ \�/� / �\ SEE FOUNDATION PLAN (3)#5 BARS CONT. A.B.C. \ \\\\\ \ \\ / CONCRETE FOOTING, 4"COMPACTED A.B.C. 7" 10" 7" SEE FOUNDATION PLAN I'-0" REINF., SEE FOUNDATION PLAN AND SCHEDULE 4" COMPACTED A.B.C. SEE FOUNDATION PLAN t 5CHED. 2'-0" SEE FOUNDATION PLAN t 5CHED. A TYP. FOUNDATION WALL FOOTING @ BASEMENT B TYP. C. M . U . CHIMNEY AND FOOTING C LALLY COLUMN , BASE PLATE, AND FOOTING 5-301 - - 5-301 - - S-301 - G 1/2" 1 1/2" (V Ln �r OF Nett/ 2xG STUDS @ I G" O.C. 2xG STUDS @ I G"O.C. 2xG 5TUD5 @ I G"O.C. � �, Y ❑REVIEW SET 2xG CONTNUOU5 SOLE PLATE 2xG CONTNUOU5 50LE PLATE ❑ * G NOT FOR CONSTRUCTION 2xG CONTNUOU5 SOLE PLATE ':." ' ? cr_ EXTERIOR SHEATHING, EXTERIOR SHEATHING, EXTERIOR SHEATHING, C) ;I ❑BID SET I/2"0 ANCHOR BOLTS @ 48" I/2"0 ANCHOR BOLTS @ 48" w SEE SHEARWALL SCHEDULE O.C. W/7" MIN. EMBED. SEE SHEARWALL SCHEDUILE O.C. W/7" MIN. EMBED. SEE 5HEARWALL SCHEDULE -X� �- �� ❑FOR CONSTRCTION 3/4"ADVANTECH SUBLFOOR 0 082359 �, 811 it 3/4"ADVANTECH 5UBLFOOR 3/4"ADVANTECH 5UBLFOOR 'O9pFesSlO,�,1P"" LVL RIM BOARD LVL RIM BOARD LVL RIM BOARD REVISIONS NEW 4"0 LALLY COLUMN, SEE FOUNDATION PLAN I I d CONT. 2x 10 PLATE CONT. 2x 10 PLATE CONT. 2x 10 PLATE NO. DESCRIPTION DATE I 8" C.M.U. CHIMNEY It '311 G I I ° I I FOR MORE INFO. TJI JOISTS, SEEw. "i ' .II TJI JOISTS, SEE TJI JOISTS, SEE OFFSET 3/4 BASE PLATE W/ I I SEE DETAIL: II (4) 3/4"0 HEADED ANCHORS BRICK FRAMING PLAN . I I FRAMING PLAN BRICK FRAMING PLAN LVL J015T W/ MIN. 10" EMBED. i I i B ;. SIMPSON A35 EA. - <c i ! SIMPSON A35 EA. -30 I p JOIST TO PLATE p :f ,' 1 112" 5,000 P51 ' II JOIST TO PLATE FF!r I N N0 LVL BLOCKING } NON-SHRINK GROUT I I %'' @ 24" O.C. BASEMENT WINDOW,�I 4"CONIC. CONT. BRICK CONT. BRICK SLAB i i SEE ARCHITECTURAL d , d LEDGE TYP. LEDGE TYP.4 A4 PROJECT: CID // // d. \- \ \ `\ `` \ \ ' '•d • � \\/\\ \\ e• a' d #4 BARS @ 12 O.C. �\/\\ \\ a #4 BARS @ 12 O.C. CONT. BRICK SPATNY RES .\\ � . // // / .a . LEDGE TYP. �/ / aIla" a \ \ \ a \ d .. a . #4 BAR5 @ 12" O.C. PLATT ROAD // /� / d "' \\� \/\ DAMP PROOFING \ \\ oe e. #4 BARS VERT. @ 12 O.C. DAMP PROOFING \ \\ #4 BARS VERT. @ 12 O.C. DAMP PROOFING ° d l e I I / . ORIENT NY n \/\\/ .• ° • a d PER ARCHITECTURAL \ d PER ARCHITECTURAL \ d °. e . PER ARCHITECTURAL \ #4 BARS VERT. @ 12" O.C. lu 10" CONCRETE 10" CONCRETE / 10"CONCRETE CUSTOM HOME FOUNDATION WALL \ ° FOUNDATION WALL FOUNDATION WALL STRUCTURAL DETAILS DRAWING: �\ 4 112" 4 112 4 1/2" 11-01, 4" 10" 10" Io S-301 . 00 11-411 SHT: I G OF: 2 I D TYP; STEEL COLUMN @ CHIMNEY FOOTING E WALL AND FLOOR FRAMING TO FOUNDATION F WALL AND FLOOR FLAMING TO FOUNDATION G FOUNDATION FRAMING @BASEMENT WINDOW PROJECT NUMBER: A5E5 17- 147 5=30 I I - 1 -0 5-30 I 1 - l o -301 I - 1 o S-30 I 1 — I - DATE: OG-09- 17 DRAWN BY: GWN SCALE: A5 NOTED REVIEWED BY: AS . p° ,x CONT. (2) 2x TOP PLATE 2x CRIPPLES @ I G"O.C. (2) 2x6 STUDS @STRAP TIE AND (2) 2x6 STUDS STRAP TIE AND EXTERIOR SHEATHING, @ EXTERIOR SHEATHING, FJA LOCATIION5 TYP. FJA LOCATIION5 TYP. SEE SHEARWALL 5CF-'EDULE SEE SHEARWALL SCHEDULE � q•�.;,,.. ,;, � ;<`F:;"•: .; � ;;, �;-$ ;;';r" 2xG CONTNUOU5 SOLE PLATE 2xG CONTNUOU5 50LE PLATE 2x6 STUDS @ I G" O.C. SIMPSON A23 EA. SIDE 51MP50N A23 EA. SIDE 2xG CONTNUOU5 SOLE PLATE e;".P.%„*, `'--• ..'.,,.«."„, ,:; :, ' 51MP50N L5T24 @ FJA 51MP50N L5T24 @ FJA g ” ' LVL BLOCKING LOCATIONS TYP. LOCATIONS TYP. EXTERIOR SHEATHING, A; ,P. � � .,' ,sa,ii,*,�x�Ya^ •,•",',,,yA�"y!1f1' N,',.,, 1/2"0 ANCHOR BOLTS @ 48.. —3/4" ADVANTECH 5UBLFOOP 3/4” ADVANTECH 5U5LFOOR SEE SHEARWALL SCHEDULE '`°. :';", :-',^,"• :", ;_ r<, ;'r`;,y r.r O.C. W/7" MIN. EMBED. 3/4" ADVANTECH 5UBLFOOR RIM BOARD LVL RIM BOARD T o, o, `—LVL HEADER BEAM, SEE NEW YORK CITY: CONT. 2x 10 PLATE CONT. 2x 10 PLATE J RIM BOARD ° ° FRAMING PLAN AND SCHEDULE I,I 630 FIFTH AVE., SUITE 2000 CONT. 2x 10 PLATE SIMPSON 55WP5 ° 5TRAP5 TYP. NEW YORK, NY LVL JOIST @ FJA LOCATIONS, TJI JOISTS, SEE SIMPSON SSWI 2 LONG ISLAND: BRICK SEE FRAMING PLAN BRICK FRAMING PLAN STRONGWALL, SEE LVL JOIST LVL BEAM, SEE ° FRAMING PLAN 51MP50N FJA FOUNDATION 51MP50N FJA FOUNDATION BRICK FRAMING PLAN 112 WILSON DRIVE ANCHOR ANCHOR PORT JEFFERSON, NY 11777 N fV (2) 1/2"0 HILTI KWIK BOLT 3 ° (2) 1/2"0 HILTI KWIK BOLT 30 0 TJI JOISTS, SEE EXPANSION ANCHORS EXPANSION ANCHORS • FRAMING PLAN 2x WINDOW SILL PHONE: CONT. BRICK CONT. BRICK 51MP50N A35 EA. LEDGE TYP. LEDGE TYP. CONT. 2x 50LE PLATE d' SIDE OF BEAM F CONT. BRICK CELL: (631) 560-0259 a a ° " d • LEDGE TYP. FAX: (631) 938-0784 #4 BARS @ 12" O.C. \�\\ \\ a #4 BARS @ 12" O.C. \/ / / / / ",° • THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR 4, USE SOLELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED \ \\ \ \\ / #4 BARS @ 12" O.C. THE AUTHOR Of THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY DAMP PROOFING \ \/ a #4 BARS VERT. @ 48" O.C. DAMP PROOFING \ \/ d #4 BARS VERT. @ 48" O.C. j / e AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEERS PER ARCHITECTURAL d. PER ARCHITECTURAL d ° d \ \ ° DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER \� \� DAMP PROOFING \ \\ d'. #4 BARS VERT. @ 48" O.C. OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR , \/ °' / ,' COMPLETION Of THI5 PROJECT BY OR FOR OTHERS � I 0 CONCRETE � I 0 CONCRETE PER ARCHI1fECTURAL d \� FOUNDATION WALL \ ° a1 a FOUNDATION WALL \/\ • 10" CONCRETE \ ° ° FOUNDATION WALL 4 I/2"' 4 I/2" RIM J015T 10" 10" 4 112" FLOOR JOISTS PERPENDICULAR TO WALL FLOOR JOISTS PARALLEL TO WALL 1011 Ir- A TYP. SHEARWALL HOLDOWN DETAIL B TYP. SHEARWALL HOLDOWN DETAIL C LVL BEAM @FOUNDATION WALL D SIMPSON STRONGWALL DETAIL 5-302 I 11 = I '-o" 5-302 1" = 1 '-0" 5-302 1 �� = I '-o" 5-302 1 = 1 '-0.. Ai SEE ARCHITECTURAL FOR FINISH SURFACE SEE ARCHITECTURAL FOR 4"CONCRETE �,� �s Sp �p REVIEW SET FINISH SURFACE SLAB AND STEPS fij �„ Q 4" CONCRETE NOTE: W.W.F GXG -W 1.4XW 1.4 * x Fj NOT FOR CONSTRUCTION SLAB AND STEPS w SEE ARCHITECTURAL @ CENTER OF SLAB � ��l,�1 � �BID SET W.W.F 6X6 - VVI .4XW1 .4 FOR RISE AND RUN. #3 BAR @ TREAD 2x4 STUDS @ I G"O.C. @ CENTER OF SLAB j NOSE TYP. I/2"0 ANCHOR BOLTS @ 48" . FOR CONSTRCTION EXTERIOR SHEATHING, O.C. W/7 MIN. EMBED. ,o , #3 BAR @ TREAD SEE SHEARWALL SCHEDULE RdpESStCJ�P N05E TYP. (2) 2x4 CONTNUOU5 P.T. SOLE PLATE :° 112" BITUMINOUS EXPANSION MATERIAL REVISIONS 4 e: ° .dd ° .'.a^ @ CENTER OF ILABW I •4 NO. DESCRIPTION DATE - ^°'X. —.. a a •. .. ..d°•' " a : DOOR, SEE : :d NOTE: TOP OF CONCRETE \ SEE ARCHITECTURAL ARCHITECTURAL CONC. SIDEWALK SEE ° /\/\ FOR RISE AND RUN. SEE FOUNDATION PLAN �i II d u� z �I REV. PER ARCHITECTURAL I I/I G/17 ILj " \ <� a \ \ \ lilli a d 4" CONC. SLAB w ARCHITECTUAL � I > � d j /\\/\ LVL RIM BOARD \ \ \ d°SII d - —77 /// /\�\ :a° ° e a° . ° •° ed. d.'. °� /\/\\ REGLET� FLASHING INTO . /� COMPACTED FILL TOP OF CONC. STEP \\ \\\\\\ e d \ \ \ \ � \ ` SEE ARCHITECTURALFINISHFOR S SURFACE CONCRE i E STEPS 10 MIL VAPOR #3 BAR @ TREAD N05E TYP. ° \\/ \\/\\ BARRIER a 4" COMPACTED A.B.C. z \\\ \ z CONCRETE \ \ CONCRETE °° 8" CONCRETE CONT. KEYWAY FOUNDATION WALL °. a CONT. KEYWAY PORCH SLAB ° °°. .a d m FOUNDATION WALL CONT. KEYWAY PROJECT: \\\ a \\\ \ SPATNY R d 4 d PLATT ROAD ° d a ;d A / ,4 °.•° ` / < .' a a' e ° / FOR MORE INFO. o / d. d dg " d \� ORIENT, NY \ /\ \ °.. . °° / /\ SEE DETAIL: d a. 1" RIGID '�, C �\ d . ° \\ CUSTOM HOME ° INSULATION / ° / \ CONT. ICE AND WATER \\/ d e \ \ STRUCTURAL DETAILS CL; \ �\ \\ �� /� /� SHIELD MEMBRANE \/ / DRAWING: 5" 8" 5" (2) #5 BARS CONT. m 5" 8„ 5" (2) #5 BARS CONT. \ /\/ ' • " 4" COMPACTED A.B.C. 811 811811 S-302 . 01 2'-0" SHT: 17 OF: 21 E PORCH SLAB AND FOUNDATION F CONCRETE STEPS AND PORCH SLAB G CONCRETE STEP5 @ HOUSE WALL H GARAGE WALL FOUNDATION DETAIL PROJECT NUMBER: ASES 17- 147 S-302 1 " = 1 '-0" 5-302 1 = 1'-O" 5-302 1# = 1'-O" 5-302 I ,� = 1 '-0" — DATE: OG-09- 17 DRAWN BY: GWN SCALE: AS NOTED REVIEWED BY: AS g , r. * a a • {• \ DOOR, SEE ARCHITECTURAL °& ; \ SEE ARCHITECTURAL FOR CONT. 2x 10 PLATE FINISH SURFACE I/2"0 ANCHOR BOLTS @ 48" SEE ARCHITECTURAL FOR 4" CONCRETE LVL RIM BOARD O.C. W/7" MIN. EMBED. FINISH SURFACE NOTE: SLAB AND STEPS NOTE: 4"CONCRETE SLAB SEE ARCHITECTURAL W.W,F GXG -W I.4XW 1.4 REGLET FLASHING INTO 3/4" ADVANTECH 5UBLFOOR SEE ARCHITECTURAL W.W.F GXG -W I .4XW 1.4 FOR RISE AND RUN. #3 BAR @TREAD NOSE TYP. @ CENTER OF SLAB TOP OF CONC. SLAB FOR RISE AND RUN. @CENTER OF SLAB A.S. gineeg Services,P. a , . • e d + • ,d. NEW YORK CITY: •d••+ • X• ----j(--° '° b< aT1° •a X `fie �X �•' • —�� X AA A 630 FIFTH AVE., SUITE 2000 • '• d, °� .p' a .. /\/\/\/\/\/\/\/\/\/\ .as••. .e• /\/\/\/\/\/\� N EW YORK, NY LONG ISLAND: CONC. SIDEWALK SEE + • a i ' ;. TJI JOISTS, SEE ARCHITECTUAL �, •:. d \ \\ \ I II / r /\ \ /\ \ / b �°• FRAMING PLAN FINISH GRADE • /\ in °° •'j //\// �j // 51MP50N A35 EA. a •° a \/ CONT. KEYWAY 112 WILSON DRIVE •A.< .-.0 a 1" RIGID INSULATION •: a, ' a JOIST TO PLATE /\ PORT JEFFERSON, NY 11777 • ' CONT. ICE AND WATER / / �•.: :. \ PHONE: \ \• \ •/\/ SHIELD MEMBRANE \/ d d° /\/\/\ • . °/ • d /\� CELL: (631) 560-0259 °. \ FAX: (631) 938 0784 •.C* ° THE DRAWINGS,5PECIFICATION5 AND OTHER DOCUMENT5 PREPARED BY THE Z \ ° • j \/ e•• a •9. •a #4 BARS @ 12" O.C. CONCRETI= Q,• \ ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEER5 SERVICES FOR CONCRETE / \ / FOUNDATION WALL • •c/\ CONT. KEYWAY USE 50LELY WITH RE5PECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED FOUNDATION WALL \ \ c \ CONT. KEYWAY \ • a \ \\ THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY • ° #4 BARS VERT. @ 48"O.C. / • e e. / AND OTHER RE5ERVED RIGHT5 INCLUDING THE COPYRIGHT. THE ENGINEER5 (Y) / 'e':• ,• / DAMP PROOFING / .� / / •a DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS 5HALL BE 1J5ED BY THE OWNER \\/ • / PER ARCHITECTURAL \/ e °a \/\\ OR OTHER5 ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR ••d e / / ". d \ COMPLETION OF TH15 PROJECT BY OR FOR OTHER5 I O" CONCRETE +: •°, ° � ,� ' /\ ,\ a e • \\ \/ ° FOUNDATION WALL o / • $ e \ fid! \\/ 1 011 5" 811 , 5" V (2)#5 BARS CONT. 5" 8" 5" (2)#5 BARS CONT. I'-G" I'-G" A SECTION THRU CONCRETE PORCH AND 5TEP5 B SECTION THRU EDGE OF CONCRETE PORCH 5-303 5-303 (2) 2x4 STUD @ HOLDOWN LOCATIONS, SEE FOUNDATION PLAN EXTERIOR SHEATHING, N ��"��SP)� Y� E]REVIEW SET SEE 5HEARWALL'SCHEDULE * Q' % * � NOT FOR CONSTRUCTION SIMPSON HPAHD22 HOLDOWN, cc SEE FOUNDATION PLAN (2) 2x4 CONTNUOUS P.T. SOLE PLATE � � �BID SET MAN DOOR, SEE ARCHITECTURAL �� 1/2" BITUMINOUS EXPAN51ON MATERIAL ey`7 FORCONSTRCTION 4 W.W.F GXG -WI.4XW1.4 GARAGE DOOR, SEE TOP OF CONCRETE B �8235g EYOND TOP OF CONCRETE @ CENTER OF SLAB Orem CONT. KEYWAY ARCHITECTURAL RAL SEE FOUNDATION PLAN as a Wz 4" CONC. SLAB F W.W.F GXG -W I .4XW 1.4 REVISIONS > 1/2" BITUMINOUS @ CENTER OF SLAB 3'-9 1/2" NO. DESCRIPTION DATE \/\/\/\ EXPANSION MATERIAL / --°. X — X CONC. STOOP, SEE 4"CONC. SLAB 3 0 CONT. KEYWAY \�\/\/ °• ARCHITECTUAL j TOOLED EDGE W.W.F GXG - W I .4XW 1.4 @ CENTER OF SLAB a d a °, ° °� DRIVEWAY PAVEMENT, CONCRETE APRON 4" CONC. SLAB 10 MIL VAPOR SEE ARCHITECTURAL c\, BARRIER ° z 8"CONCRETE FOUNDATION WALL 4" COMPACTED A.B.C. '\ / ° / //\// // ° \//\/� / ° _. rt •�_ . •. \ 10 MIL VAPOR e m CONT. KEYWAY d ° a BARRIER DEPRESS STEM WALL \ \ \ 4" COMPACTED A.B.C. AT DOOR OPENING /\\ \\ \ ° ° °•• 4 \ ' \ \/ \ \ \ \ a °d ° � r r o /� 4 MIL I VAPOR I 0 CONCRETE \\ \ ` \\ \ ` d \\ \\ I 0 POR PROJECT: \ a ° �} \ \\ \\\\ FOUNDATION WALL `� / / / / / ° \ BARRIER // ° FOR MORE INFO. �\ ° \ \\ \\ \\ \\ ° \ 4 COMPACTED A.B.C. SPATNY R / / / /�/ o : • •' ' a . : '.d a : \\/ \/ ° a a /\ SEE DETAIL: � ° • '• / / / • 14 / 10"CONCRETE FOUNDATION WALL PLATT ROAD ORIENT, NY FOR MORE INFO. SEE DETAIL: CUSTOM HOME 4"COMPACTED A.B.C. /\/ \/\ OOP* BOTTOM NT. #4 5AR / C 8" 8" / 8 _30 STRUCTURAL DETAILS \�\\///\// \ \ DRAWING: 2'-0" C D E CONCRETE APRON KOLL-UF DOOR S-303 . 00 GARAGE SHEARWALL HOEDOWN DETAIL GARAGE SLAB AT DOOR OPENING GARAGE SLAB AND CONCR @ R L R 5-303, 1" = i'-0" S-303 1 , = 1 '-0" 5-303 1 , = 1'-0" SHT: 18 OF: 2I PROJECT NUMBER: A5E517- 147 DATE: OG—O9— 17 DRAWN BY: GWN SCALE: AS NOTED REVIEWED BY: AS ar i- 2xG 5TUD5I 2xG STUDS @ I G" O.C. 2x6 STUDS @ I G" O.C. 2xG STUDS @ I G"O.C. 2xG CONTNUOU5 SOLE PLATE SOLE PLATE 2xG CONTNUOU5 SOLE PLATE a 2x6 CONTNUOU5 — I/2 (� ANCHOR BOLTS @ 48 2xG CONTNUOU5 SOLE PLATE Ir- F=- O.C. W/7" MIN. EMBED. 51MP50N HD5A FLOOR TIE W/ o SIMPSO'N C51 G z 51MP50N CS I G 5/8"0 THREADED ROD TYP., 51MP50N C51 G A - - - 0 z 3/4 ADVANTECH 5UBLFOOIR �- „, 0 3/4"ADVANTECH SUBLFOOR z 314"ADVANTECH 5UBLFOOR EA. STUD EA. STUD 3/4"ADVANTECH SUBLFOOR SEE FRAMING PLAN FOR EA. STUD 00 LOCATIONS q � z w — w — w RIM BOARD RIM BOARD RIM BOARD RIM BOARD A.S. coring Searvices, CONT. (2) 2xG Jill TOPPLATE NEW YORK CITY: T.O. PLATE _ _ = 2xG CRIPPLES SEE BLDG. SECTIONS TJI JOISTS, SEE z TJI JOISTS, SEE @ I G O.C. E30 FIFTH AVE., SUITE 2000 ~ uz� FRAMING PLAN cn J FJRAM IING PLANE w FJRA ONG PLANE FRAMING PLAN (n J NEW YORK, NY 0 0 51MP50N A35 EA. 00 o _ 0 2xG 51MP50N A35 EA. - U-J JOIST TO PLATE TJI BLOCKING o CONT. (2) 2xG TOP PLATE - w JOIST TO PLATE LONG ISLAND: CONT. (2) 2xG TOP PLATE @ 24" O.C. EXTERIOR SHEATHING, CONT. (2) 2xG TOP PLATE EADER 2xG STUDS @ I G" O.C. 2xG STUDS @ I G" O.C. SEE SHEARWALL SCHEDULE BOTTOM OF H 112 WILSON DRIVE WOOD HEADER, SEE FRAMING SEE ARCHITECTURAL EXTERIOR SHEATHING, EXTERIOR SHEATHING, PLAN AND SCHEDULE PORT JEFFERSON, NY 11777 SEE 5HEAKWALL SCHEDULE SEE SHEARWALL SCHEDULE SEE ARCHITECTURAL FOR WINDOW OR DOOR TYPE PHONE: CELL: (631) 560-0259 FAX: (631) 938-0784 A FLOOR FRAMING @ EXTERIOR WALL B FLOOR FLAMING @ EXTERIOR WALL C FLOOR TO FLOOR TIE @SHEARWALL END D FLOOR FLAMING @ EXTERIOR WALL / WINDOW THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENT5PREPARED BYTHE " = I'-o" I" = I '-O" I" = I'-01" I i = 1 1-01, ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR 5-304 5-304 5-304 USE SOLELY WITH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED 5-304 THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THI5 PROJECT BY OR FOR OTHERS 12 12 5IMP50N A35 EA. 12 12 RAFTER TO RIDGE BEAM 2x RAFTER.5 @ I G"O.C., 2x RAFTERS @ I G" O.C., 12 SEE FRAMING PLAN SEE FRAMING PLAN 127 1/2" EXTERIOR GRADE 112" EXTERIOR GRADE PLYWOOD 5HEATING PLYWOOD 5HEATING 1 1 112" 1 1 112" CONT. (2) 2xG TOP PLATE 51MP50N H2.5 EA. CONT. (2) 2xG TOP PLATE 51MP50N H2.5 EA. RAFTER TO PLATE o RAFTER TO PLATE T.O. PLATE T.O. PLATE OIL SEE BLDG. SECTIONS SEE BLDG. SECTIONS FLASHING/DRIP EDGE 2xG CRIPPLES @ I G"O.C. FLASHING/DRIP EDGE 2xG CRIPPLES @ I G"O.C. 1/2" EXTERIOR GRADE 1/2" EXTERIOR GRADE 2xG CONTNUOU5 SOLE PLATE 2xG CONTNUOU5 SOLE PLATE PLYWOOD 5HEATING PLYWOOD 5HEATING 3/4"ADVANTECH 5U5LFOOR 3/4"ADVANTECH 5U5LFOOR SEE ARCHITECTURAL FOR SEE ARCHITECTURAL FOR EAVE/FASCIA DETAIL SAVE/FASCIA DETAIL 0 0 0 / 0 0 0 EXTERIOR SHEATHING, EXTERIOR SHEATHING, / SEE SHEARWALL 5CHEDUL°'- SEE SHEARWALL SCHEDULE 0 0 CONT. (2) 2xG TOP PLATE CONT. (2) 2x6 TOP PLATE T.O. PLATE T.O. PLATE � 2xG CRIPPLES @ I G"O.C. � SEE BLDG. SECTIONS SEE BLDG. SECTIONS 2xG (G) I OD FACE NAIL TYP, TJI JOISTS, SEE TJI JOISTS, SEENe FRAMING PLAN WOOD HEADER, SEE FRAMING FRAMING PLAN of SP), 2x RAFTERS I G"O.C., 2x COLLAR TIE TYP., SEE 2x RAFTERS I G"O.C., P S SP), Q REVIEW SET SIMPSON A35 EA. PLAN AND SCHEDULE 51MP50N A35 EA. @ @ JOIST TO PLATE JOIST TO PLATE SEE FRAMING PLAN FRAMING PLAN AND BLDG. SEE FRAMING PLAN P 24 STUDS @ I G"O.C. BOTTOM OF HEADER SECTIONS * * NOT FOR CONSTRUCTION � � � BID SET � SEE ARCHITECTURAL m ,, 7 FOR CONSTRCTION SEE WINDOW OR DOOR LTYPE FOP, oA94�ESS�d�P�� REVISIONS: E ROOF AND ATTIC FRAMING TO WALL F ROOF AND ATTIC FLAMING TO WALL G RIDGE FRAMING AND COLLAR TIE No. DESCRIPTION DATE 5-304 I.. = 1'-0" S-304 I" = I'-o" 5-304 I" = 1 '-0" (2) 2x8 JOIST SEE IMPSON ARCH. I/2 EXTERIOR GRADE HU528-27 TYP. PLYWOOD 5HEATING 2x8 JOISTS 2x8 2x8 JOISTS 112" EXTERIOR GRADE @ I G"O.C. @ I G" O.C. FLASHING DRIP EDGE PLYWOOD 5HEATING PROJECT: / tn SPATNY R w � Q PLATT ROAD SEE ARCHITECTURAL FOR N Q R 51MP50N ORIENT, NY EAVE/ FASCIA DETAIL J528-TYP. w o CUSTOM HOME 2x RAFTERS @ I G" O.C., 0 SEE FRAMING PLAN g STRUCTURAL DETAILS CONT. PITCHED (2) 2XG 2x RAFTERS @ I G"O.C., TOP PLATE SEE FRAMING PLAN (DRAWING: 2x SOLID BLOCKING 2x8 2xG STUDS @ I G" O.C. @ 24"O C 51MP50N H2.5 EA. SEE ARCHITECTURAL FOR RAFTER TO PLATE S-304 . 00 SAVE/FASCIA DETAIL (2) 2x8 JOIST CONT. (2) 2xG TOP PLATE SHT: 19 OF: 21 2xG STUDS @ I G"O.C. VERIFY wl ACCESS LADDER MANUF. SPECS. PROJECT NUMBER: ASES 17- 147 DATE: OG-O9- 17 DRAWN BY: GWN H GABLE END SAVE FRAMING DETAIL I 2x RAFTERS TO WALL FRAMING ATTIC ACCESS OPENING IN CEILING FRAMING SCALE: AS NOTED REVIEWED BY: AS 5-30.4 I.. = I'-o" 5-304 5-304 ! �� 2x STUDS @ I G.. O.C. WALL SHEATHING, SEE 2x STUDS @ I6 O.C. ,�;;�+.� �'``�° � ,• '.:� � :� WALL SHEATHING, SEEARCHITECTURAL ARCHITECTURAL 2x SOLE PLATE 2x 50LE PLATE 3/4"TSG PLYWOOD `+ 3/4"ADVANTECH SUBLFOOR SHEATHING 3/4 TSG PLYWOOD SHEATHING .S. ng C. NEW YORK CITY: LVL BEAM, 5EE FRAMING PLAN Pik IN I I I 630 FIFTH AVE., SUITE 2000 51MPSON LCC LALLY I I I I EE NEWYO RK, NY COLUMN CAP I I I I TJI JOISTS, 5TJI JOISTS, SEE TJI WOOD JOIST @ I G" O.C., FRAMING PLAN FRAMING PLAN SEE FRAMING PLAN LONG ISLAND: SOLID TJI BLOCKING TJI WOOD JOIST @ I G" O.C., NEW 4"0 LALLY COLUMN., I I I I I I LVL BEAM, SEE 51MP50N IUS BELOW SOLE PLATE SEE FRAMING PLAN SOLID TJI BLOCKING 51MP50N A-35 TOP BOTTOM EA. END SEE FOUNDATION PLAN I I I I FRAMING PLAN HANGER TYP. 51MP50N A-35 TOP t BOTTOM EA. END BELOW SOLE PLATE 112 WILSON DRIVE I I I I PORT JEFFERSON, NY 11777 JOISTS PERPENDICULAR TO WALL JOISTS PARALLEL TO WALL PHONE: rA LVL BEAM TO LALLY COLUMN B TJI JOISTS TO LVL BEAM C NON-BEARING STUD WALL TO FLOOK FRAMING D NON-BEARING STUD WALL TO FLOOR FRAMING CELL: (631) 560-0259 FAX: (631) 938-0784 5-305 5-305 1 11 S-305 5-�O5 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEER5 SERVICES FOR USE SOLELY W TH RESPECT TO THI5 PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RJGHT5 INCLUDING THE COPYRIGHT. THE ENGINEERS DRAWING5,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR POR COMPLETION OF THIS PROJECT BY OR FOR OTHERS NOTE: FRAMING ABOVE NOT I'-0" 1'-0" SHOWN FOR CLARITY (2) 2xG CONTINUOUS TOP PLATE I'-O" 51MP50N 5TG224 STRAP (2) 2xG CONT. LVL BEAM, SEE 2xG CRIPPLES @ I G"O.C. CENTERED OVER SPLICE TOP PLATE FRAMING PLAN TJI JOISTS. DIRECTION (2) 2xG CONT. 51MP50N 5TG224 STRAP SIMPSON 15 MAY VARY, SEE TOP PLATE CENTERED OVER SPLICE EA. SIDE FRAMING PLAN (4) 1 GD NAILS TO END OF BEAM (4) 1 GD NAILS TO 2xG PLATE ILI BEAM FACE EA, SIDE WOOD BEAM, SEE FRAMING PLAN 2xG STUD '4 4'*�,� I I WOOD BEAM, SEE EA. 51DE FRAMING PLAN 51N 50N H8 EA. SIDE (3) i GD END NAILS TO 24 STUDS---" 2xG STUDS (2) 2xG CONT. 2xG STUDS �-EA. END OF HEADER @ I G"O.C. 71 51MP50N ACE POST @ I G" O.C. TOP PLATE @ I G" 0.C. CAP EA. 51DE I GD NAILS @ G" O.C. 2x END STUD - NAIL TO POSTWOOD HEADER, SEE 2xG STUDS VERT„ STAGGERED W/I GD NAILS @ G"O.C. 2xG 5TUD5 FRAMING PLAN @ I G"O.C. WOOD POST, SEE PLAN WOOD POST, SEE PLAN @ I Gil O.C. SEE HEADER 5IMP50N L5TA24 WOOD POST, SEE PLAN SCHEDULE FOR NO. EA. SIDE OF 2x KING STUDS SEE HEADER SCHEDULE �,or NES�, FOR NO. OF 2x TRIMMERS REVIEW SET � v I GD @ 12" O.C. - * * NOT FOR CONSTRUCTION STAGGERED EA. FACE r BEAM PARALLEL TO 2x FRAM ED WALL 0 , uj D BID SET BEAM PERPENDICULAR TO 2x WALL BEAM PERPENDICULAR TO 2x WALL � [:]FOR CONSTRICTION o 8235CJ E F G H TYP. DROPPED LVL BEAM POCKET LVL BEAM TO WOOD POST FLUSH LVL BEAM @ BEARI NG WALL LOAD BEARING HEADER @ OPENING q©pi�SSjox� S�''ALE: I" = I'-0" SCALE: I" = I'-o" SCALE: I"' = I'-0" SCALE: i" = I'-O" 5-305 S-305 5-305 5-305 REVISIONS: NO. DESCRIPTION DATE 3/4"ADVANTECH 5UBLFOOR SOLID TJI BLOCKING 3/4"ADVANTECH 501-FOO; 51MP50N DTC - 8"C.M.U. CHIMNEY TRUSS CLIP 51MP50N DTC - TRUSS CLIF BRICK HEARTH FLU5H WITH FINISHED FLOOR, 5EE ARCHITECTURAL 1/2" EXTERIOR GRADE BACKER BOARD, PLYWOOD 5HEATING SEE ARCHITECTURAL 3/4" ADVANTECH PROJECT: 3/4"ADVANTECH SUBLFOOR SUBLFOOR (4) I Od FACE NAIL TYP. SPATNY R 171h PLATT ROAD io : :o ORIENT, NY N TJI WOOD JOIST @ I G O.C. N CUSTOM HOME SEE FRAMING PLAN 51MP50N A-35 TOP BOTTOM EA. END 2x RAFTERS @ I G" O.C., STRUCTURAL DETAILS CONT. 2x TOP PLATE SEE FRAMING PLAN CONT. 2x TOP PLATE 2x CEILING JOISTS @ I G" O.C., DRAWING: NON-BEARING 2x STUD WALL, NON-BEARING 2x STUD WALL, `J-IMP50N H2.5 EA. SEE FRAMING PLAN SEE ARCHITECTURAL SEE ARCHITECTURAL L TJI JOISTS, 5EE RAFTER TO PLATE DROPPED 2x8 JOISTS SEE ARCHITECTURAL @ I G" O.C. MAX. FRAMING PLAN FOR SAVE/FASCIA —305 - 00 51MP50N IU5 DETAIL CONT. (2) 2x4 TOP PLATE (2) LVL BEAM BEYOND, HANGER TYP. SEE FRAMING PLAN (2) LVL BEAM BEYOND, 2x4 STUDS @ I G"O.C. SHT: 20 OF: 2I JOISTS PERPENDICULAR TO WALL JOISTS PARALELTO WALL SEE FRAMING PLAN PROJECT NUMBER: ASES 17- 147 I 2x PARTITION WALL TO WOOD TRUSSESJ 2x PARTITION WALL TO WOOD TRU55E5 K SECTION TH RU MASONRY H EARTH L 2x RAFTERS TO WALL FRAMING DATE: OG-09- 1 7 DRAWN BY: GWN SCALE: I" _= I'-0" SCALE: I" = I'-O" SCALE: I" = I'-0" I" = I'-o" 5-305 5-305 S-305 5-305 SCALE: AS NOTED REVIEWED BY: AS " Ik NOTE: NOTE: e NOTE: ' � � r� :: .� SEE ARCHITECTURAL FOR ° ' SEE ARCHITECTURAL FOR #k, 19 STAIR RISE AND RUN STAIR RISE AND RUN 3/4" ADVANTECH SUBLFOOR WOOD STAIR TREADS NOTE: 51MP50N A35 ANGLE EA. SIDE AND RISERS. SEE ARCHITECTURAL FOR OF EDGE STRINGERS TYP. STAIR RISE AND RUN CLOSED RI5ER TYP. r WOOD STAIR TREADS AND RISERS. WOOD STAIR TREADS AND RISERS. CLOSED Engineering Services, RISER TYP. CLOSED RISER TYP. o• o TJI JOISTS, SEE 3/4" ADVANTECH 2x 14 STRINGER @ 12 o c (2) 1/2"0 X 4 1/4" HILIT KWIK BOLT 3 SUBLFOOR EXPANSION ANCHORS OR APPROVED FRAMING PLAN NEW YORK CITY: EQUAL 2x 14 STRINGER 51MP50N TA I OZ STAIR ANGLE CONC. OVERPOUR @ 12"O.C. @ EDGE STRINGERS TYP. 630 FIFTH AVE., SUITE 2000 (`.SEE FOUNDATION PLAN) 51MP50N TA I OZ STAIR ANGLE LVL STAIR HEADER BEAM, = NEW YORK, NY SEE FRAMING PLAN @EDGE STRINGERS TYP. � 2x 14 STRINGER 51MP50N A35 EA. LONG ISLAND: CONT. 2x4 PLATE @ 12"O.C. STRINGER TO BEAM E3A5EMENT SLAB 51MP50N TA I OZ STAIR ANGLE ° NOTCH STRINGERS 112 WILSON DRIVE @EDGE STRINGERS TYP. @BEAM BEARING PORT JEFFERSON, NY 11777 ^ TFRAM NG PLAN SEE FRAMING PLAN PHONE: ' o •' LVL STAIR HEADER BEAM, CELL: (631) 560-0259 A WOOD 5TA1 R TO CONCRETE 5LA15 B WOOD 5TA1 R TO LVL H EADER BEAM C WOOD 5TA1 R TO LVL H EADER BEAM FAX: (631) 938-0784 5-30G SCALE: 1" = 1'-0" 5-30G SCALE: 1" = 1'-0" SCALE: I" = 1'-0" S-30G THIS DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ENGINEERING FOR THI5 PROJECT ARE INSTRUMENTS OF THE ENGINEERS SERVICES FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE COPYRIGHT. THE ENGINEER'S DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS SHALL BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS,FOR ADDITIONS TO THE PROJECT OR FOR COMPLETION OF THIS PROJECT BY OR FOR OTHERS 112" EXTERIOR GRADE PLYWOOD 5HEATING SAy� Q ❑REVIEW SET SEE ARCHITECTURAL *� OG * NOT FOR CONSTRUCTION FOR SAVE/FASCIA 2x RAFTER, SEE r ❑ DETAIL FRAMING PLAN #Y rl ❑BID SET 51MP50N H2.5 EA. �� `�"'�1 Z "�8235� �� ❑ FOR CONSTRCTION RAFTER TO BEAM p v LVL BEAM, WOOD BEAM, SEE A�OFES S 10�P SEE PLAN FRAMING PLAN STRCO UMNDECORATIVE PEP,OWNER, REVISIONS. 51MP50N HW TOP FLANGE HANGER LVL BEAM, SEE FRAMING PLAN SEE FRAMING PLAN No. DESCRIPTION DATE ( D LVL BEAM TO LVL BEAM E RAFTER TO WOOD BEAM C1 It = I'-0.. I = I'-0.. S-306 5-306 PROJECT: SPATNY RES . PLATT ROAD ORIENT, NY CUSTOM HOME STRUCTURAL DETAILS DRAWING: S-306 . 00 SHT: 21 OF: 2 1 PROJECT NUMBER: A5E5 17- 1 47 DATE: OG-O9- 17 DRAWN BY: GWN SCALE' AS NOTED REVIEWED BY: A5 2 2 q5 A5 P5.1 A5.1 E O V d1 E 0 r RESIDENTIAL0 DE 6 11N C isrRVIOE a •E 75 Frontage Road 9 North Stonington,I 06359 -- -- �r-.=?- ^'------ --` 1 emall:4drds@comeast.net - ' i.: 203 314 7787 COPYRIGHTNOTICE� s :.I r t These drawings and their content are the p!operty of 91DRDS LLC.and are fully protected under all applicable copyright laws 2 5 They hove been pre ored sf ihwlly for the buter,and ore not Po be used for any other q5.z q5 2 1_. ,i �_ ., i_.x., :::i'-•I ,i DR rS se witbold written authorization from r I I 4 ,LLC. B purchasing this set of plans, theowner agrees to build only one structure, regardless of any olle!a!iws o:modifications to these plans Failure to comply to these Y j. .il'L„' conditions l w tln result In he Ir!gemenl of the copyright statues and theviolotorwll be ,,„i I I; ;-• ; ` � i subject to prosecution for damages of up In 1100,DOO per infringement t 1 OC 2015 41 RESIDENTIAL DESIGN SERNCES,LLC 5 ZG” +,7y„ d t maCrawl Space O - - 205a ERRORS OMISSIONS µ.. Alihhu h ever eflxt is mode to ensure the or -� ..^d^.:,.mm<d ,�,�.,�• i+ s TIT ^? j 1 accurocy of there plans,40F'DS LLC. `"I"'k'°°^° %a"`\l \ �- �� L"7171reserves the right to make corrrclion,to J ! our plans If changes should be required, O \ \• ctzest ' \- �•: " r Bathroom ? His Cl. � I'lo^ 205 -3e:. g ------ - ..................i 3 Guest P .'(,,..-�::1/ I;'-0„„ '-9” 5�_j,:x5:_�.. Nter-- Bedroom 2 MaE Sitting Area Bathroom j 204 )o^dao !I 30^dao \ e 3 H!E i i1I!i!t!k le .'Yl. 211 AS.z ^ mnt t ntli '- Hall q5.z ''o°dao N IH iE 1141n!111!1 O r Closet O jo•d"` 203 \/harp 205a E D .� 1/ dz6n O x dao.,\/ 5'_q„ jz•daa< ----+f=t g ____-'_" - _____ V Her Cl. tnp,lqu--- z+• 5 nD � � 203 •_ 11 Iilll IPI I f n I ! ' - IU - _fDu mull ld1 $".,II I"i -nrnnml �tf- h^ I=�� i - - I! Y—JI Alry alum r'n I u +b ! z 5' Cl� ------' f y� c- � � 203c, Crawls aceClosetCt Cz" €Master Guest Bedroom Bedroom 1 Hall I 207 1 " 0 201 _ZII6 i 5'-a'.!j'-lo" �I /f'f [kms '•.• C. , n I Fel A5 z Ij o O .........................................................................: , b OA O q q0 (A �`� I 1 Areas 5'_2�" 6,_e" 5'-2'/,• +'-7'/,^ +'-7'/," 5'-z'/,„ s'-:„ 5'-2'/,„ 2nd Floor 1,57Q s.�. +/- 3' 9'-5'/," Second Floor flan 57 1st Floor 1,648 s.f. +/- ,0,,.2 5cole:l/+"-I'-0" Second Floor Plan w Tota Living Area 15t Fy 2nd Floor 3,01 8 s.�. +/- I 2 2 A5.1 JI Scale: I/+'m A5 A5 �� , �otes: Plan Key (�otes: OEntrance doors to be determined 6y owner. Provide screen door Drawn By: RM Provide a I Hour fire rated wall and ceiling In garage 36"wide wood burning fiu-eplace. Provide Mush i Cabinets and countertops,specifications to zo Future Patio construction to 6e determined as directed by owner. ctor is to verify all dimensional re9uirements forthe new structure. IT] g � ' 9 health in material that is to be determined be be determined br owner. -- br owner--not art of current wort: niri specification are to kc determined 6y the owner in conjunction with them consulting with the general J J J P © Carriage style insulated steel garage doors. Exact color and style subcontractor. All parts of the fireplace and chimney construction skall meet all necessary building codes. a Stair construction&details to be determined 6y owner. owner. Wood mantel to be determined ky ., �atkroom vanity. Specifications forvanity, z I Availaklc chase space to 2nd floor framing if to kc determined by owner. Provide nylon rollers,door opener, owner. C� needed extcriorkey-pad control, and push buttons at house/garage door. Data June 16,2017 C determined and selected ky the owner. The general contractor shall provide samples of finish materials countertop,and mirror to 6c JetcrmincJ ky Stair construction to be#2 pine tread/risers/ ❑ / coordinate finished opening indicated on Plan with door view and approval SII finishes t'iat are called out on the drawings shall 6e reviewed with the owner 6 Side by side washer dryer. owner. 22 Wood burningstove,to be determined 6r PP and stringers. Provide larger kanJrail on(1)side ��;'--�� Step F landing specificatoins to be � owner. J contractor. / to be rovided on all sides of door for tiim. This dimension should be ad'usted should the typical of stair with brushed alumn. wall 6rackots on Custom built-in cabinet units to 6e determined L I determined br owner. o construction P rosette blocks. a 6c owner. J Bailin newel posts, and nosing kr stair © poor from baement access to house to be an insulated steel door Doors are either assumed to be centered in walls or located so that the+Yz"casing is tight in the corners. J r z5 °'' P g J with a wood frame,spring hinges,double bore, hinges,and I Documents Lr� eam above sl-.own for clarity,see framing contractor. Owner to determine style and ng in wall for all wall mounted accessories,skclvca,cabinets,etc. ❑5 Shelf and pole @ 5'-0"above finished floor. s❑ Plunlbin fixtw es to be determined 6 owner. L plans. applicable sill. Door style&hardware finish to 6e determined 6y he plan are to face of stud unless noted otkewise. Wall members on plans as follows: g y P finish. [,]7 �ttic drop down staircase owner. R Wad'ustable shelves. Shelving system to a 36"wide full size refridgerator. z+ Omitted D Typical interior door to 6e 6'-8"Pine 2 panel on ra66cttedjambs, inlcu e the following: O single bore and kin e tr e and finish to be selected kr owner. Jeways 3/+"birch h wood solid l0 30"wide range with microwave above g g JP J A. Skclves to 6e I-] Half wall @ 9 L"a.f.f.with wood ca �•band z5 Omitted P J LI s P Two panel door skown in drawings,owner needs to determine edge(2+"deep).Provide 2 coats of poly. ,I 2+"wide undercounter diskwaeher. molding. confirm door style and wood species and finisk. ins for all structural information. Provide(3)2x post 0 all beam locations unless otkewieie noted. E). Fixed wall ledgers made of same material on z6 Wall cap to matck stair construction,by stair (3)sides of skelvin L Dashed lines indicate overhead door in open 5"Ationasquare wood columns,see elevations for contratoc c ical interior JOtlkle door same specs as t c Imilar I piece thresholds at tiled rooms ad�acent to rooms with dissimilar flooring material. g. � P r" I info. O TJP ( P yp D)Pro.ide d h d door opener. rovi addltiona In o. d d fl k bolts. A ' r�,od tkreshold @ doorways of rooms wkere kardwood flooring ckanges direction. +6 Shelves to 60 3/9"birck Plywood solid position an over ea p P de " astragalon inactive oar,an us � � din l.itcken and bathrooms are to be determined 6r tkc owner in conjunction witk a cabinet supplier. edge 2+"dee rovide 2 coats of olr. full functioning overkead door opener with J D"but fulle lazed(tempered safet lass) � � r 3 ' J g ( P)'P P J O Similar to oortype' JS P yg exterior kcypaJ for each door ODivided lite exterior door to be determined by owner-fully g I i-�(�.% C� heel QF / (tempered safety glass) L�-7 Z Z As A7 q7.t A7.I E O V d E 0 . a RESIDENTIAL DESIGN' bA a'SF I ES" 7 75 Frontage Road 9 North Stonington,CT 06359 r........:-.___...W......... ...... __ __ .. __ _ _ry"'i emallAdrdskomcast°net 203.314.7787 COPYRIGHT NOTICE these drawin s and their content ore the property of g 4111 and ale full I I` i " •i I t pro eded under all opplicabl=copyright laws. . . . . . . . . . . They h been not too be used for any for have be the .. . buyer,and are n t be used for Fly other A7 Z purpose without wutlen authorization Irom 4DRDS,I.I.C. By purchasing this set of plans, the owner agrees to build only one structure, regardless of any dtera'nms or modifications to these plans Failure to comply to these ofthen copyrighns t statues and the thelnvioatorewill be I odamagesnl p t 1100,000 perf�frgee subject aof u to ©2016 40 RESIDENTIAL DESIGN SERNCES,lLC I r7 ---------- -------------------' - -- ':.�_;. _ _ _r-,.,.. _..-.._m -...._ ,...r - - ------ --- -------�� ""-1 ERRORSs'OMISSIONS mar .......................:............._............._.._,............._,...,..................:.................................... .........._. ..........._.............._.... r ~.�........ I s made hraryevery olefi eseiplans ensure 1 k . Aresergvrr(he fight a maps,4NIScorrectlons toe t t I our plans if changes shisld be required \ I i i I i I , I i I _ i I Z €. Z ' I Vit ! : 1 i Attic Storage pash<d.Z.1d i<a ns i I O I 700 cd zr,d Floor. r : Corti<I abode attic : x24-1I I•I `1/ :f. f 1 � I� L„�1at<w.allar,d - c<dl-ga oc stair I I � � 7,-0v a lJ I 7 0” 1 - ,I--- z m/ (U A7.z _ _ C.«— � "_� • I r �` 77-0 Attic (—loon Fla - I _.._.......... Attic Floor Plan I z I z Plan General Notes: A7 A7 A7.t A7, Door- Type Notes: Pan Ked Notes: O �ntrance doors to be determined by owner. Provide screen door Draw-gy: RM Provide a I Hour fire rated wall and ceiling In arae 9 56"wide wood burning fireplace. Pro,✓idc flush 17 Cabinets and countertops,specifications to zo Future Patio construction to be determined as directed by owner. I. The general contractor is to verify all dimensional re9uirements for the new structure. a g garage ❑ ❑ ❑ 6f owner-not art of current work hearth in material that is to be determined by be determined by owner. J P Carriagest le insulated steel garage doors. �xact colorand stt le 2. All fireplace and chimney specification are to be determined by the owner in conjunction with them consulting with the general ® y g g J contractor and mason subcontractor. All parts of the fireplace and chimney construction shall meet all necessary building codes. a Stair construction&details to be determined 6y owner. owner. Wood mantel to be determined by E)athroom vanity. S ecifications for var it , z I Available chase space to 2nd floor framing if ex er determined by owner. Provide nylon rollers,dooropener, owner. tt F y needed exterior ket ad control, and push buttons at house/ ara e door. Dat<: June 16,2017 3.All finishes are to be determined and selected 69 the owner. The general contractor shall provide samples of finish materials countertop,and mirror to tie determined by J-P F g g za Stair construction to be#2 Pine tread/r-isers/ / Coordinate finished opening indicated on Ian with door to the owner-for the review and approval. All finishes that are called out on the drawings shall be reviewed with the owner for ❑6 Side 6y side washer dryer. owner. 22 Wood burning stove,to be determined by P g F and stringers. Provide larger handrail on(l)side ❑ contractor. approval. C i 9 Step&landing specificatoins to be owner. „ of stair with brushed alumn. wall brackets on Custom built-in cabinet units to be dc[ermined 4. Min.dimension of 4/"to be provided on all sides of door for trim. This dimension should be ad�usted should the typical n7 determined 6y owner. C poor from 6aement access to house to be an insulated steel door 2 Construction I rosette blocks. 6y owner, z7 Railing,newel posts, and nosing 69 stair O .0 Documents casing profile change.Doors are either assumed to be centered in walls or located so that the 4/z"casing is tight in the corners. E)eam above shown for clarit see framing with a wood frame,spring hinges, double bore, hinges,and a 16 y' g contractor. Owner to determine style and 5. Provide solid blocking in wall for all wall mounted accessories,shelves,cabinets,etc. ❑ Shelf and ole @ 5'-0"above finished floor. s lure in fixtures to be determined b owner. plans. applicable sill. poor style&hardware finish to be determined by P ❑ P g 4 P finish. 6. All dimensions on the plan are to face of stud unless noted otherwise. Wall members on plans as follows: owner. "A" 2x4 @ 16"O.O. 4a (5)ad-usta6lc shelves. Shelving system to 9 36"wide full size refridgerator. 17 Attic drop down staircase z4 Omitted❑ J ❑ ❑ O O Typical interior doorto be 6'-8"pine 2 panel on ra66ettedjambs, "[�" 2x6 16"o.c. inIcu e the following: single bore and hinge Ingre and finish to be selected 6 owner. 10 50"wide range with microwave above g gu JP y "C" 2x4 @ 16"o.c.sideways A. Shelves to be 3/4"birch plywood solid s Half wall @ 42"a.f.f,with wood cap&band z5 Omitted Two panel door shown in drawings,owner needs to determine "D" 2x3 @ 16"o.c. edge(24"Jeep).Provide 2 coats of poly. t 1 24"wide undercounter dishwasher. ❑ molding. confirm door stt le and woodspecies and finish. 7. Referto framing plans for all structural information. Provide(3)2x post gall beam locations unless otherwise noted. E). Fixed wall ledgers made of same material on z6 Wall cap to match stair construction,by stair J s. rovide marble or similar I piece thresholds at tiled rooms ad�acent to rooms with dissimilar flooring material. ❑ openi 9 5"square wool columns,see elevations for contrator• ical interior double door same specs as tf e P g (3)sides of shelving. I z Dashed lines indicate over-Ileal floorin rovi c g• � additional info. O TJF ( P JF �)P J S 9. Provide flush hardwood threshold @ Joorways of rooms where hardwood flooring changes direction. ❑ 3/-I"birch Ir wooJ solid Position and overhead door opener. rovide astragal on inactive door,and flush bolts. } 46 Shelves to be O �/-� 10. All cabinetry including kitchen and bathrooms aro to be determined by the owner in conjunction with a cabinet supplier. edge(24"dee ) Provide Lcoats of ole. full functioning overhead door oprnc with � Similar to door tt e"D"but fnlh laud(tempered safett lass) � �// 5 F' P J exterior kcypadfor each door JP Jg P J.°� D ODivided lite exterior door to be determined by owner-fully glaze cjh«t (tempered eafcty glass) T trt�T�,11..1°31` `!r'S- a q E 0 to E ? o C 0 ISE."!r.) ',1TIAL DE S 101 ° lA 75 Frontage Road d North Stonington,CT .� 06359 emall;4drds@comeast,net 203.314.7787 COPI'RIGHT NOTICE' These drawings and their content ore the properly of 4DRDS LLC.and ale fully protected under all applicable copyright laws They have been prepared specifically for the 5 t" buyer,and are not to be used la any other purpose without w1 Ltn authorization from 4DRDS,LLC, By purchasing the set of plans, the owner agrees to build only one structure, regardless of any alterations or modifications to these plans Failure to comply to these 2x1 z cont.edge board conditions will result in the infringement of PM9 the copyright statues and the violator will be a R'dgc -,s'.,-:, subject to prosecution for damages of up to 111➢J,000 per infringement 449 @ z OCC01G 4D RESIDENTIAL DESIGN SERVICES,LLC A52 ' A- 1 z A9.z A5.2 a� 1 o 12 � �C/ � \b 12 AI�Rg Oey effort is RS�'OMIde to ensure SSIONSe op *i / ,z o� 2+0 1 z � C&b '�'' t�J 1 z ¢ 12 accuracy of these plans,4DRDS LLC ,ts I I z `\ reserves the right to make corrections to our plans if changes should be required. , 2x3 tics @ 16"o.c. R> 2.3 hes@16-1 2x8 ties@16"o c. R3 2x6t 6es@16°o.c. R3 R5 Stair R Attic Storage Attic Storage 206 301 T-P Platc 301 3 r-6 1/z" �� Attie Floer -},P,nc�Floor PLK5 3z'-1 1/t" / FLR3 I 1-718"qi @ 16" znd floorw,all studs to 6c s'Prca„t,t (14) IO"=11'-8" 1'_6y,: IU bot ofhcadcr,tyP. Guest Guest R@7/= t/--' / 1J Bedroom 1 Bedroom 2 {. Sitting Area 203 A.2 L -70 Q A` r, : l :i _p:,: t i` EXT o late XT F_X I ,rItai@16"oc.FLR2a 22'-91/9„ 6°oc Second FI �, 1 4 3 3/ ' — —-- --__ - � I I-7/a•tIi @ 16"o.a I � �1-� st Floor all studs to be s' s " y- ,,-` W Te Plate —/ U To Plate 2 B Pre I,.,.;; 8 .; ;� 22'-1 I-t. 22'-1 1/1'. —bot.of bcadcr,tqp. "g 4 "i;'i Ent Hall Living Room Dining Room >I. ( , �' % Dining Room 102 104 13; 101 / P 104His t' / EXT FLRz EXT !I ..lE.:.:.a i '' . . FLRz - irst loor I ��' vst loor P1,0Ploor P P ,.-1.._:_:._::_.,::: :::W:_:.:..i,: . . .....i 1 F F / / �? PXT 19'-O" I I-7/s:,tji @ 16"o c. I t'-0^ To of Con rete Iz to Mechanical 9. Basement FW Storage 1 Room 002 I 001 (I f)R@7y"/- 001 f I FLR <A, FLR �{.[basement Slab is i1 },E ascn,cnt51.6 jz'-0" ® O z'_o^ C Fnotinv�Perimeterdrainto� 3 gUl�dln SeCtlOrl 5ui1Jing jcctions be 4"ri3id Ferforstcd Pvc tc:t/9"�I'-0" A3 5=a I Z I 2 As.z A>.z A3.2 A5 z guildin Section z guildin Section Scale, 1�p9t�� I O„ A9 Scale.I/4"=I'-0'. A3 Scate,I/4"•1'-0" D n gl: RM patcDecember 14,2017 4 Construction ................... u Documents `'a ............ Sheet Of r, r^ TOWN'Or, SiJU111rt.JrLJS!* E ti E 0 r rt'2q�;�'tV t Gp/'otp9 L/ IV Y^ SERVICES' N 75 Frontage Road 0 North Stonington,CT 06359 emall;4drds@comcast.net 203.314.7787 COPYRIGHT NOTICE: These drawings and their content are the property of 4DRDS LLC and are tally protected under all applicable copyright laws They have been prepared specifically for the buyer,and are not to be used for any other purpose without written authorization tmm 40RDS,LLC. By purchasing this set of plans, the owner agrees to build only one structure, regardless of any alterations or moddcotrons to these plans Failure to comply to these conditions will result in the infringement of the copyright statues and the violalar will be subject to presecuhon for damages of up to 1100,000 per infringement 1 A5 z A5.z 2016 41)RESIDENTIAL DESICII SERVICES,LLC �+ ERRORS&OMISSIONS Iz e°� � Iz 12 Although every effort is made to ensure the accuracy of these plans,40RDS LLC. 0 reserves the right to make corrections to / our plans if changes should be required. _ , 0 X ' r c _i_.. _ _. R3 L� zrati-0 16°0.<. R3 t>_ > I ` I: Attic Storage 301 E 12 \ . 6' 7 }Att Floor f KRz ti+ \�� \ Rz 4 To Plac< 1 1-7,'s°tji @ 16 o.<. zxe t.«@ Crawl Space -- 209a Ct_Gz z M.Bedroom S} Guest Bathrm. To Plat< ,,t MathAi.z V 0 207 zT-1 1 1/4:, •. 209 205 /;\j %%•> Crawl Space m + � f ti EXT r`Ii ex �l EXT ond Floor J Fl_Rza 1 1 FLRza 5« � 3 i 11 5«ond Flop �%! O @ 16"o.<. 4 z3'-1 3/4• bot.of h<ador I'{' Z T.P Plac< (..... ....i.......1 To Plat< _ O Mud Rm./ ! 4 Family Room i Kitchen _ CI rh A Glazed Porch :_.._�_ 0107 r °`�, S W ea 106 '1% tf ff T... I _1 FLRz EX X FLRz i t 1 J EXT Fin" �Flrec Floor _ _ 1; IV 14,_Q,: - _--_— —_ -- 1 1-716"tjI L16"o.c. Y 14-0° r t .... i .......E......I : , ri Basement Basement FLRI FLR, I ��J Sh —c51a6N<en<nc5a6 i O 1 O O — _ O . j1'-o" 16,_6• -16'-0° building5ections 1 z z ?s Aj z A3.z A3 z Aj.z building Sectionz �uilc�in Section 1/+"=P-0" A3 ;.I Scale:1/4"-1,-O° prawngy: RM pat<Decerni 14,2017 co_ Construction Documents A �fid' ••� � 4 ZJ 5h«t f� TT OF 1`tO CJT.'e-14, L I z I A> A3 A51� E O V n- i ...,r.......1..1...1 - I gg°�py.�i 1ppa��e,p9p �'�o C .. I 2 I Lk R..B^V L.ri ra`r� N A3 A3 Aj•I 75 Frontage Road L North Stonington,CT 06359 3 To oc Framir, emallAdrdeftomeast.net va^=s 203.314.7787 I i COPYRIGYITNOTICE: s These drawings and their content are the property of 40RDS LLC.and are fully 2 protected under all applicable copy+lght lows. "I FIE They have been prepureJ specifically for the I; A5.I buyer,and are not o be used for any at[er ., LX purpose without written authorization trom 'I ? 4DRDS,I.I.C. By purchasing(his set of pans, tg P ...._ ....._........_..........________________._.__.______..____.__. ....._._........._.._.__.._......._. Attic Storage "' _ "' 1 the owner agrees to bmld only one structure, regardlesg 301 ications to theses plaof ns Falureoo compins or y to these conditions en copyright(l result in statues and ithe In violotc eOr of be LXT FXT LXT subj cct ogprosecution for damages of up to Antic Floor Attic Floor 1100,000 per infringement 3 2'_1 FLR3 5 2'_3 1/2" LR> 1 d ,.'02016 4D RESIDENTIAL DESIGN SERVICES,LLC To Plat= 4 To late I j 3 7 3 } Guest Guest ERROR5c OM1551ON5 ' Bedroom 2 Sitting Area Her Cl. Hall MBath although every effort is made to ensure the Bedroom i ti „ Hall M.Bedroom accuracy of these plans,4oeoS LLC. a 202 / \, 201 207 ' 203 204 208a 208 207 reserves the right to make corrections to our plans if changes should be required. LX LX LX w' i'r � r i1 EXT t ji FLRza i ;j Ft_Rza a 5=gond Floo, 5=�o e Floor '( _ Q 22--1 1/4:, t + Mud Rm./ Living Room Entry Hall Family Room Dining Room % Kitchen Pwdr.Rm. Work Area f ?. 102 101 107 - 104 105 108 107 I F-X i;I ,; FLR2 LXT LXT 7 Fust Floor First Floor j 1{1 Fl-Rz LXT u ^L1 _ Vl FtiV rW t•^, FW 1 l Q� Basement Basement i � / 001 001 �----J l.r.•. � FLRr ? 41 FLRr I+ C �gase =ntSlab gasementSlab _ii .}.� .� O 0 5h° O — — — — — — — — — — — j2,_Ey= — — — — O O I 2 I I 2 I 2 A3 As A3 1 A3 Aj Aj.l A'f.1 nn, building Section L' 5,ilding jection !-1)L Scale:I/9"•I'-0" 2 Aj.2 Seale:I/1"-I'-0" q3.z Rid = ja-11° Iz Iz 0 12 R1 \o,a K3 O RI RI -- z>sefesc 16" CLG r Building cjcctions SUN ROOM – r,�� ,'\� � Scat=: I/4•r s ,._o.. t, pra gy: RM r EX N i LXT F�rstFloor � 1( -�14,_0„ 1 I-7/s•t��cm 16°o c. Dat=December 14,2017 ,g Construction Documents FW Basement 001 ____ _____________________----------_______________ O _ -o^ O w 1 0 �7 Uild ing 5ectionEr—Sicc A5.2 Scale:I/i"�I'-0" ••ti. I J, OF, SOUIIFFIJ�171'fj - Sheet QF 12 �12 Insultion baffle 2x conventional framed roof,see v framing drawings d 12 insulation as12 0 ce?? 1 for similar ^ E S /A5. / \ Continuous a- 1 2 required construction 12 6"@ 10.1 @�ig�roof 3 2x conventional framed roof,see Porch aluminum RES° �`" TIAL i, AtEd See rc fo "Y " 2x conventional framing,see flasking D E I N u C s-dwgs. P -'•" -- _ _-- -- `L roof _ bD ceilingfirl framingdrawings _- . - Or-FIRVIc -aa, N 0 0 ° - \ �� Cont.sealant 75 Frontage Road d / �nsultion baffle + North Stonington,CT �. To (ate c crown masking/ ,- �z"pv o 06359 °� 2x conventional framed roof,see " I lyz" Sec building 2 2x6 cont.nailer cut to fit emall;4drds@eomeast.net P`after tie-down, g 2 drip edge ___--_ _- _ _-___-, framingdrawings 203.314.7787 see S-dwgs. Alum.gutter sections t x6 trim 6d.cut to fit. ,,,..- N; , °• 2x continuous 'a; I x I O trim bd.cut to fit. o late 6locl ing T Flasking/ 1 x4 trim 6d. COPYRIGHT NOTICE Scc building dri d / 1 IY s z 6 P ethese drowngs and then content are the $e i'-'•, /+continuous 1x6 trim bd. properly of 4DRDS ll and are fully sections2 6 3k' ve crown l protected under all applicable coppight lows a" Alum.gutter P nailer They have been pEepared spe(do-ally for the I x6 trim bd.cut to fit. Qutside buyer,and are not to be used for any other . Sec re for 8y" purpose without written authorimhan from i 2x continuous ;:�•-c: :� Alumvent strip P Flasking/ face of 41RDS,U. By purchasing this set of plans, ceiling finish g �2 6 corner trim the owner agrees to build only one structure, 61ocking I x6 trim ell ed e P S' board regardless of any altemuons or modifications ee s- w s. or 1 :: -•_--'•- Custom moldn ,.-•-�, ar to these plans Failure to comply to these 0 S d g f 3/z pve crown C g 2x continuous blocking Alum.gutter bed conditions will result in the infringement of 'gond framing r .,, 6 the copyright statues and the violntor will be I x6 trim 6J.cut to fit. /+x 8 trim 6d cut to fit „ BY, Window keader,see subject to prosecution for damages of up to }Tor Elate Alum.vent strip p $100,000 per infnng—t " s-dwgs.IF 4a 46 bake Detail 02016 4D RESIDENIIAL DES'GN SERVES,LLC Sec building ° , - Ix6 trim 6d. sections z e Custom molding >-< trim Scc typical win z 6 3'/z"Pvc crown'trim detail this skeet S• 5• j<al<:r t/z I�o• See rcp for ceiling 2 /z x I"trim 6d.molding 1 x6 trim 6d.cut to fit. Window keader,see finish 6 --�-- =`� ---- Alum.vent strip ERRORS&OMISSIONS S-dwgs. :I /+x trim 13J. ottom of keader;I I x8 trim 6d. Although every effort is made to ensure the See typical window 6'9 I/2 N aN N Custom moldingaccuracy et these plans,4DRDS LLC. trim detail this skeet N N ` reserves the right to make corrections to z a ` Yf x 10 trim 6dred .cut to fit our plans if changes should be requi "'bottom of header 2 E-ave Detail @ Master BathroomI It - 5. Sec fans I Eave Detail @ 5unroom Tt ical rave Detail 5, 5ca1a 1 1/2"-1'-0" 5, Scala 1 1/2"-1'-0" ,_+„ A''l.. N r I I I 2x conventional '-+ ✓S 1' v flamed roof,sec 12 beam,see I r I framing drawings 5-drawings Flasking/ yf 5l plate, drip ' ' see structural °• C c edge oI c ° I 'r drawings for 2x6 rafters @ information. See rep for p for I O See rc t 6"o.c. ceiling ti beam,see beam,see ccilingfinisk � I x trim bd. 5-drawings s-drawings bottom of beam OL N N Ixtrim cost �7 Rear Porch Supports 5, Scale:1 1/2"-1'-0• 6 E-ave Detail Front Porch 5• jcae:1 1/2':-1,-0" ......-..-.'--. Vy 5 F—ave Detail rront Porch C. 5, jcala 1 I/2" 1'-0" '•• � . �nsu ation materia s maUU varU(,� ram w at is All products to be installed per Provide copper cap set in 1 1 J J I 1 C Exterior Details cont.bead of sealant shown in the details, refer to the buildingmanufacturer's installation instructions and ;, 5} including a bead along the i front edge sections Fy sheet 'NT! for actual insulation installed Per applicable building codes. �,,� + G ----- . I x6 wd.trim 6d.cut to fit, '''•ice See framing Provide drip as skown. to be used •••• ejecta As Noted plans for ; pra ngy: KM header PUC trim custom molding 2 6 see detail on A5.2 Dada out ou�1 +x4 trim bd. � fr.• � ut back of window trim if 4x6 wd.trimecessary bd. 2 b nso trim lays flat See A5.2 5/ fat=December 1 3,201 for interior ( cut to fit,sec detail e against skcatking and not the s trim details on A5.2 window nailing flange. Provide peel and sticic membrane Provide peel and stick mcnmbrarl PVC drip cap 5/4 x 5/x4 1`2 Construction is wd.trimbd.flaskin all sides of opening moldingflaskingallsidesofopening, �~ Documents install per manufacturer's I x+wd.trim 6d. instructions. ' 6' 5/4x8 wd.trim 6d. L 6 Dario out back of window trim See A5.2 for so trim lays flat against interior trim 6 2 8 }� details5 %+x4 WA trim bd. t_ �^ Cont.flasking 2 8 sheathing and not the window -"` �' \ — — V N NN N N diis,"arlg rier,"Tyvek"or _ - ° I1 "''-�� Moisture barrier w/rain screen, ' equal cT vck D rain Conintuous bead of _ • " Wrap"or equal' , 5/+x6 wd. caulk between wall install per manufacturers 5�*' P trim 6j. flasking instructions. a Window Detail (lead/cjill) g �/�/indow Detail (�am6) to T .Outside Colboards I I bottom of Wall Detail 12 TC) �nside Corner�oardFM A5•I Scale: l-1/p,-1'-0" A5 I Scale: 1-I/2".1:-0" AS I Scale: l-1/2"-1,0" A5•I Scale: l-1/2' 1,-0" A5 1 5C.6I-I/2"-1,_0" 5h«t tO D n J' r .�• A. ."'w,n kJ/,-Fy.^ �'k:oirSys:.l .4• T