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Home My WebLink About39657-Z Town of Southold 6/28/2017 y P.O.Box 1179 53095 Main Rd of � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39034 Date: 6/28/2017 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 337 Bittersweet Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 104.-2-7.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 3/26/2015 pursuant to which Building Permit No. 39657 dated 4/7/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING WITH FRONT AND REAR MASONRY ENTRIES AND TWO-CAR GARAGE UNDER, AS APPLIED FOR The certificate is issued to Naoum,Christina of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0020 03-27-2017 ELECTRICAL CERTIFICATE NO. 39657 04-19-2017 PLUMBERS CERTIFICATION DATED 12-12-2015 RussAl Fischer, t o Signature oSUETOWN OF SOUTHOLD en . BUILDING DEPARTMENT TOWN CLERK'S OFFICE o .. SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39657 Date: 4/7/2015 Permission is hereby granted to: Naoum, Christina 4538 220th St Bayside, NY 11361 To: Construction of a new single family dwelling as applied for per SCHD approval. At premises located at: ._ 337 Bittersweet Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 104.-2-7.4 Pursuant to application dated 3/26/2015 and approved by the Building Inspector. To expire on 10/6/2016. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,985.60 $2,035.60 uilding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of I%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. J 2—2 /V� — New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 77 6&p_v-,5 W eQt House No. Street Hamlet Owner or Owners of Property: C: SE vta_ 0_0 CA.,M -TO A NN 15 CAJ&A Suffolk County Tax Map No 1000, Section I 0 to Block D 7_ Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: ✓ (check one) Fee Submitted: $ Applicant Signature soUry®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 s �Q roger.richertp_town.southold.ny.us Southold,NY 11971-0959 ®lyC®U ,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Naoum Address: 337 Bittersweet Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 39657 Section: 104 Block- 2 Lot: 7.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Absolute Electric License No: 4440-E SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300A Heat gas-2 Duplec Recpt 61 Ceding Fixtures 10 HID Fixtures Service 3 ph Hot Water gas-2 GFCI Recpt 8 Wall Fixtures 8 Smoke Detectors 4 Main Panel 2-150A A/C Condenser 2 Single Recpt Recessed Fixtures 64 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt20A Emergency Fixture Time Clocks 2-15 Disconnect 0A Switches 38 Twist Lock Exit Fixtures �] TVSS Other Equipment: 1- Range Hood, 2- Combination Smoke/ CO Detectors, 2- Hydro Massage Tubs with Dead Front GFCI Protection, 13 ARC Fault Circuit Breakers. Notes: t Inspector Signature: Date: April 19, 2017 0-Cert Electrical Compliance Form.xls Sig Ujy_®�o Town Hall Annex Telephone(631)765-1802 54375 Main RoadFax(631)765-9502 P.O. Box 1179 G Southold,NY NY 11971-0959 a® coulv,� ---- -- -- BUILDING DEPARTMENT TOWN OF SOUTHOLDIN, JAN m 8 2016 CERTIFICATION Datej / ! 0-�l /� Building Permit No. _0657 Owner: .T®IN W NJ S AL.�D t i PA (Please print) Plumber: -- -- - - — - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. I (Plumbers Signature) Sworn to before me this l d of�J�Ce`� 20�� =Jul KE Notary of New York 7361 OualSuffolk County My Coms Jul 7,2018 Notaublic, O _ County i SOP SOUl9 7 TOWN O �SOUTHOLD BUILDING DEPT. 765.1802 -SPECTICN . [ FIX DATION 1ST [ ] ROUGH PLUMBING [ DATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i Lu DATE INSPECTOR as COY TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION IST ROUGH PLUMBING ' 0-"" 1UNDATION INSULATION [/FRAMI MING RAPPING FINAL FIREPLACE i7C:::G FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION C ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION — I CAULK4" / q REMARKS: �j DATE - INSPECTOR cou TOWN OF-SOUTHOLD BUILDING,DEPT. 765-1802 INSPECTION .. ] FOUNDATION IST ROUGH PLUMBING ] FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL- FIREPLACE-& CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION KELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ I CODE VIOLATION CAULKING REMARKS: DATIE - INSPECTOA:;�_��= SO(/lyO6 leloumv,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST M ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR lorou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN'SPECTI ROUGH PLUMBING FOUNDATION IST 0 AT'- ION 2ND INSULATION STRAPPING FINAL . FIREPLACE & CHIMNEY FIRE SAFETY-INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION CAULKING REMARKS: DATE INSPECTOR—.,e SO�jyo coUMY,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTI [ ] FOUNDATION 1 ST [ ] GH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFE INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE REANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E TRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: ze, DATE INSPECTOR 1 �o�C�OF SOUT�olo ` Comm TOWN OF SOUTHOLD'BUILDING DEPT. 765-1802 INSPECTION , [ ] FOUNDATION IST [ ] RWG14PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRER ISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING - f REMARKS: /1,000 DATE INSPECTOR i OP SOUlyo�o ��y00UMV,N� TOWN OF- SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [?FINAL ULATION FRAMING / STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: i -G Oa'% K is, gesvaef ova of I WI 10-k/ (Dcc Cv0 w`- 3 tLot_,�s L b, ro bG .s v� vw. �Artif nC i / v► S virO G Y DATE INSPECTOR OF SO(/Tyolo �Gj I � • �o OuNomri N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �'] ELECTRICAL (FINAL) REMARKS: DATE , INSPECTOR ` " uto,0c� TOWN -OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECT 0111 [ ] FOUNDATION 1ST [ ] R UGH PLEIG. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT (FINAL) REMARKS: ®iceRIC DATE - INSPECTOR- - rc r 1 0 • " � i 1 1. wim WON= ...rte MAE "� -.ins. AA ` INs.VLATION PER N Y. STATE ENERCTY CODE Uk I OMA W- I MITI Mo L"m MIA 914"s, W�Prom WIMMONS _ r1. � �• r . �% 1 ti(►: Er r 0 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Sou tholdTown.NorthFork.net PERMIT NO. '�,7 Ck.5-9- Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form (� Contact: Approved 120 Mail to: Disapproved a/c --L©q Phone: �— d Expiration 20&— BZ ?::--�� uilding Inspector D �� APPLICATION FOR BUILDING PERMIT AFAR 2 6 2MS Date , 20 INSTRUCTIONS a. T,�isgapplf�a io8MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ets-a plans akA U1 e.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. ff I1 l,3 0&-OLK-AA (Signature of applicant or name,if a corporation) e 4 S ,s LEO5 n�e;Ae--! 1 (Mailing address of applicant) it Zl(.,C State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder oc�u yxe.�r Name of owner of premises 1 S-klsAr&— N GLO U-M TO A N N I S M (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: �L "7 w e House Number Street Hamlet J County Tax Map No. 1000 Section t 0 L—, Block fl Z Lot 7- i.d Subdivision Filed Map No. Lot J State existing use and occupancy of premises and intended use and occupancy of proposed construction: l a. Existing use and occupancy b. Intended use and occupancy �! �3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) �4. Estimated Cost 3��iC� o o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor ► :1 If garage, number of cars 2- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories .* A AM 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner � 11. Zone or use district in which premises are situated q0 `f 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO ✓ '%"13. Will lot be re-graded? YES i✓NO Will excess fill be removed from premises?YES NO ✓ + N/V is 4.Names of Owner of premises<YtoTb4 x /VOLOL"Address ql-38 ?_2-01"_SV Phone No. It 17-(o Q 3-U 3 Z.0 Name of Architect PENN 1� M I L E Address 66 tvsfPhone No Stb -u 2z- 547 ;_ Name of Contractor -jt.Dl(, t,'_ Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO _✓ �( * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. l' b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed themwtWTH Notary Pob0i`f061 0696 w York Sworn to before me th' Qualified in Suffolk County day of �-C-�20 �S CQrnmissinn Eroires lady 2.8.?,_� Notary Public UG dc 111111 tun Say! uo!ssiu"u i ture of Applicant 69 04" 0 ��ot a }e3, U H1011 NOA nd a}°N t � 5`7C'(��)E�I��I[��A\�C']E)[� Scott A. Mussell �'a �.= -;�� SUFERVISOJEZ SOUTHOLD TOWN HALL-P.O-Box 1179 - __ 53095 Main Road-SOUTHOLD,NEW YORK 11971 �„ - '✓ Town of,S'o a th o l d MAR 2 6 2015 °x' C' C� IL � ��17 alL C11APTER 236 - ST®RIVIWA.TER TV ANAGEME i , ®RIS SHEET i r �l�l 7 2�1S I , ( TO BE COMPLETED BY THE APPLICA T` - - T DOES THIS 1PROJECr INVOLVE ANY OF THE kOLLOWIle7 ':; (CHECK ALL THAT APPLY) Yes I O ' P1FJ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. . ❑�'r ,,Sf��,..p�p?r�ti�.��1Q.p�..s wl�icl� e;�c�ec�.l� feet vertical ride to ,- - 100 feet of horizontal distance. ❑E]"'D. Site preparation within -100 feet of wetlands, beach, bluff or coastal erosion hazard area. t ❑BE. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. - ❑ —F. Instal-lation--of.new or.resurfaced_impervious.surfaces of 1,000-square feet or more, unless prior approval of a Stormwater Management " - - -Control Plan was-received by--the--Town and-the proposal-includes in--kind replacement of impervious surfaces. `- - If you answered NO to all of the questions above,STOP'. Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above,please submit Two copies of a Stormwater Management Control Plan and a completed Check list Form to the Building Department with your Building Permit Application. _ - S.C.T.11r1. 4: 1000 Date- APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) ryp Mittrict NAME: c> I's° LS f a J�}�,.J�.-AtJ 0 I OL-t c C.s -7'—1. 3 tp o Section Block Lot a.�,H.i •''°FFOPi?L)iLl)I a t�€=1=A13'!7Ni1ElNT LSE ONLY .... Contact Informattare �� -�� z d 0-3 '�"" Revicwed By Property Address 1 Location of Construction work: - — - -- - - - — -- � - — -�_ {� Aporoved fc prose sir B.i,;dmg errnit 33-_d- _L1" V'.a`. _ --- R`- --- S r�:u•atzr;�l�i;4ger7i n: �: :;tr { '1_r;1e: r�e:;�ircd - �.�•-t-'��V�.C%-C�tr��,--- -• ---- --- - ------ Storriiv,.it::r;e9c�t,;er��rrr' .-ct:troi 'I�r.aftect:iret. CJ r)"vV.ii )io Fw,.c;-er-, lice: Jeri ro:Rrvlc+ , 1 01Z IM P -7 C"S .14A I0t1 APPLICANT S.C,T.M.*: 1000 �osyy CHAPTER 236 t'_ert}'Cwner,Dc:i$n Professional,Agent,tontrattot,OtDer) �M 1 OLA o-Z � Stormw!ateir Management Control Plan CHECK LIST N A NE 9 section Block Lot S MC P -Plan Requirements: Provide ONE copy of the Building Permit �r l �tka,r--- Date: .� �1 ` ?k The applicant must provide a Complete Explanatio torea5on�for�not�proC,i :n= , ,t t k„ nm�n all Information that has been Required by the followin tIs.I �� I 11 I A Site Plan drawn to scale Not Less that 60'to the inch MUS If You answered No or NA to any Item, Please �of i e J icfft n . g show all of the Following hems: YES NO NA If you need additional room for explanations,Pd �s' roedditiona°1"Paper a. Location & Description of Property Boundaries b. Total Site Acreage. EPT— c. Existing-Natural& Man Made Features within 500 L.F. I TO"'ti 0k �11-u ru of the Site Boundary as required by§236-IT02l. ` d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e, Limits of Clearing& Area of Proposed Land Disturbance. i 'x ist ing & Proposed Contours of the Site Ninimum Z intervals) $ o g Location of all existing& proposed structures, roads, ! — driveways, sidewalks, drainage improvements&utilities. _ h. Spot Grades & Finish Floor Elevations for all existing& ;proposed structures, Shall inelu e u n Location Qi^proposed Swimming Pool and discharge ring. I Well maintalne ®ns _ I Location of proposed Soil Stockpile Area(s). t20= VVi` a Backed Silt Fencing, a k. Location of proposed Construction Entrance/Staging Area(s). Sierariing of expmed and/or inactive _ I. Location of proposed concrete washout area(s). m Location of all proposed erosion&sediment control measures. o Slornnwater Management Control Plan must include Calculations showing l tha:tl}e stormwater improvements are sized to capture,store,and Infiltrate on-,,ite the run-orf from al!impervious surfaces generated by a two(1)Inch o anfa!I!storm event. hat ttie diatnage hqs been ionstalled to Gede. - 3, Detail,8 Sectional Drawings for storm.water practices are required for approval Iterrt5 requiring details shall include but not be limited to: a, Erosion & Sediment Controls. t bb Construction Entrance& Site Access. — Inlet Drainage Structures (e,g.catch basins,trench drains,etc.) d. Leaching Structures (e.g.infiltration basins,swales,etc.) FOR ENGINIL'All EPAIt"T SE ONLY 1 Additional Information is Required. Reviewed & i Stormwater Management Control Plan is Not Complete Approved BY: i - - -, - — — — — — — — — — — — — — - - _ _ - Storrr water Management Control Plan is Complete. Date- hhs'- l SMCP•, has been approved by the Engineering Department. . l I FORM 'r SWCP Check hist -TOS MAY 2014 �®��Of SO�ly®P d ��. • Town Hall Annex 643751b1a6n Road Z" _ 1� a�R62 • O (a3 i?175•"3 I5 r �;.7 P.O.Box 1179 G ra enrich o1Polf�.SOUtO .n .uS r' r, Southold,NY 11971-0959 j AUL BUILDING DEPARTMENT a TOWN OF SOUTHOLD r!�. DEPT APPLICATION FOR ELECTRICAL INSPECTION f 0' ;DUTH01 D REQUESTED BY: O Date: Company Name: P.6 4 ,r i- Name: A it ;- License No.: { Address: 13i Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: 0 A- 0 ! *Address: _ 'i '� 2 ��a-$'� �' �t—�e.�� - *Cross Street: ,n *Phone No.: Permit No.: Tax Map District: 4000 Section: I J�-1 A2 Lot:_7, q *BRIEF DESCRIPTION OF WORK(Please Print Clearly) �M ] (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In Fina! f *Do you need a Temp Certificate: YES/ NO Temp Information (if'needed) ( . *Service Size:-.-,, 1'Phase 3Phase 900 150 200 300 350 400 Other f *New Service: Re-connect Undergroun Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION i - 82-Request for Inspection Form l 1 �ds��tKPP Town Hall Annex �� G�G� Telephone(631-1802 54375 Main Road o Fax(631)734-9502 P. O. Box 1179 Southold, NY 11971-0959 0 BUILDING DEPARTMENT NOTICE OF, UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: _31 2-4 1 Z o t p Owner: Ie A N1y� ! w�c1 C n ms's�'t n (�U �'0 Lk ,I Location of Property: -3 37 ll`JTMAI-'�'W'U_ is- 'Cofck'tou!�e Ny 1103.5 Please take notice that the (check applicable line): New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the subject pro perty;refererice above will utilize (check applicable line): r Truss type construct16ri(TT) " Pre-engineered wo-od.construction (PIN) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof frarhing (R) Floor and roof framing (FR) t`1,��v-" CX-L" (ems s Signature: Name (person submitting this form): YZ Pi NN I S ' Np�0 LkAl\ Capacity(check applicable line): Owner Owner representative TrussResRegl5.docx Effective 1/1/2015 6" DIAMETER RErLEGi�IVE ROMAN ALPHANUMERIC ='PAN7ONE =.� •DESIGNATION OF CO STRUCTION (PMS)#1.87 t ti.f °..r a'„ :E TYPE BASD;ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN• REFLECTIVE WHITE 4 112" STROKE = .DESIFO ft'S't`RuC7`lift'AL- - - -- - - - -- .- -- --------- -- :f _ QUMPONE(il�SjTEfAT ARE'OF 1 TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS "R" ROOF FRAMING-, 'FR' FI 6616 ASID ROOF RRAMIN`G I RUS- 7 ILJE I lRRl i—�i I N.SIGN ' CUPJANCE WITH 19 WERR PART.:12Q54,q - CODES DIVI21pb DWJDLE TRUSS IDEMIFICkHON SIGN DATE:03(08(2005 , h{ EW YORESC STATE DEPARTMENT OF STATE DIVISION OF CODE EN FORCE-M ENT iDEPkRT�{EN GOE��t jE; AND ADMINISTRATION M rry'4 a.'. �� - -b R4' ?yt�',i y`�.�' t `"• ;��1! ':i' +i" h° r yt�+�;� a � x•L w1 � �i r P� ii 'k I ■ _ Y � _. era �� _ '`�-•r„y, _�: -_ --.�>�_ V ,,PO .. VOW vpl .••- r A . 7. 1 4 i y i 1 i P 00 r ...,,. ,z '• ci y • b �i . .Y �'tl J�' i� .•tat.♦ � ,[. �'... i 1, • • r y ca _ t • • 1R ' - 4 y ti 1 , f�Y I� •.�. _ao � _- . sl � r�J1'/(moi .. :► � �, `''' M1,�� ;yea ..e� 'N• ... �` � .I �r 7.1� /i I il_ J '1. 'tel - .[�` ,v '+ F• V ;!+. .v. \ ,� �� \T�\ :. ,�\ �� `i��,� - SURVEY OF PROPERTY J M SITUATE �� CUTCHOGUETOW SUFFOLK NOF COUNTYO,UTHOLD NEW YM AJAR 2 8 2017 S.C. TAX No. 1000-104-02-7.4 0 1 JULY, 1 SCALE 5., 998o DUILDING I)Wr. APRIL 14, 2005 ADDED PUBLIC WATER O 1 1! c 3Zp Ad d+ \` �o TOWN OF soomom FEBRUARY 6, 2007 REVISED MAP N os FEBRUARY 12, 2015 ADD NEW HOUSE • u' MARCH 9, 2015 REVISE PLAN ® o �p \+ • �" JUNE 13,.2015 FOUNDATION LOCATION ( i2a e E o 0 FEBRUARY 7, 2017 FINAL SURVEY 0 MARCH 16, 2017 REVISED AS PER SCDOHS N AREA = 57,686 sq. ft. t LOT 2 0 1.324 ac. 0 pi re z Bei , $�j 36rt- NOTES: c _� �,�,\NwP � 1 � <y a` � • p�N�e�c WELL 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM bs V3 EXISTING ELEVATIONS ARE SHOWN THUS: Q (!) ° ` P v1 2. THIS PROPERTY IS COMPRISED OF P/0 LOTS 51. 52 R 34AS SHOII�•q ONj d •O MAP OF NASSAU FARMS RK B O LOT 1 .� `o, o FILED IN THE OFFICE OF THE CLEOF SUFFOLK COU ON MARCH 28, 1935 AS FILE No. 1179 �•ra ® 9a " ! a n 3. LOT NUMBERS SHOWN THUS: LOT 3 REFER SUBDIVISION MAP FOR MABELLE DEMPEWOLF Wea �, GPI( �o\I\ +'� .2`L $ $ LAST DATE REVISED DECEMBER 5, 2005. �� u `,® v P No iglR • p.N 66 p/0 LOT(9 so asiCL tO� 41 A0y \` +sn� FOUND a,�'�U tD SEPTIC SYSTEM TIE MEASUREMENTS Q Q m ��, / a \\ PIPE . N �o HOUSE HOUSE ► \v �O tS G +r CORNER ❑A CORNER�B � � �, , y CESSPOOL SPOp� Opp -- _ a < SEPTIC TANK EtII BEI r1 CES O - - i Gc,y TA% COVER 24 46 �` r LOT 3 90 5 COVERING POOL 38.5' 54.5' m 3 lry� p/0 LOT Q / + �y pplf FOUND COVER \ LEACHIN2G POOL 54' 66' o /� PIPE .o� ° LEACHING POOL � 65.5' COVER 3 42.5' o 00G LEACHING5 POOL TEST HOLE DATA 22 COVER4 55' 73' - (TEST HOLE DUG BY MCDOMALD GEOSCIENCE ON JULY 22, 1998) 66 OO G°W' $ \ �` 5�" �'r i a ® $ y ELEV.20r N �j0• ' z _ qR JNA +o (,1 DARK BROWN SANDY LRAM OL ', O �4}, / `r \ ANa• BROWN LOAMY SND SM 3, LOT 40. L_ e ° _-------- `S PRFrwen•sr w1IH TIE MR By � PALE BROWN FINE SP - WEA 150' r i O O I �-�'° C yG1 c�p�FaR s �� uNo ro uEaw SAND Z -9 1�► i p/0 LOT yam +^ �. h > }aO • I FOUND 0� 9"E �. • I� PIPE i ',,�a•,,,<.<`;t_;j�A7*Y<"r rn 1a �- fid'ppY vLe' � ►SL i ILA - MOW YE Fv+cE ORCEND WATER S WATER IN PALE BROWN FINE TO SAND SP Tr N Q to y CONC. 0.3'S X1.3 W Q G<< 00 i /gO, 0.5'S, 1.2'ErL ONC. FO CM NNCEFENCE A vC L FOU [ FLOORCONC.5'S o L�` N.Y.S. Lie. No. 49668 i FOUND 1.2'S, 0.9'E � ' - ,l UNAUTHORIZED ALTERATION OR ADDITION o'SE FENCE CM WELL 278.431 00 TO THIS SURVEY IS A VIOLATION OF 0.6'S, 0.1'W . r— W IF SECTION 7209 OF THE NEW YORK STATE W Nathan Taft Corwin III COPIES ON LAW. S ag•4s'oo°° COPIES OF THIS SURVEY MAP NOT BEARING p�s THE LAND SURVEYOR'S INKED SEAL OR CES$POOL� } C�p00L CESSPOOL ��,,.•a Land Surveyor TO BE SED SEAL SHALL NOT BE CONSIDERED CESSP00L� CESSPOOL 10 BE A VALID TRUE COPY. + Cr CERTIFICATIONS INDICATED HEREON SWILL RUN DWELLING ONLY TO THE PERSON FOR WHOM THE SURVEY DWELLING DWELLING ,IS PREPARED,AND ON HIS BEHALF TO THE TIRE COMPANY•GOVERNMENTAL AGENCY AND WELL OVER 150' (USES PUBLIC WATER) DWELLING p/0 LOT p/0 LOT(& t1 x,,; Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON,AND ® e t: TO THE ASSIGNEES OF THE LENDING INSD- DWELLING p/0 LOT 5 ""- CESSPOOL PHONE (631)727-2090 Fax (631)727-1727 TUTION•CERTIFICATIONS ARE NOT TRANSFERABLF- p/0 LOT a y WELL THE EXISTENCE OF RIGHT OF WAYS ' OFFICES LOCATED AT MAILING ADDRESS AND/0R EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEYS OF ATE PROPERTY CUTCH 0 GUE �� TOWN OF SOUTHOLD g� SUFFOLK N000 10402- OU W 078 S C 4 SCALE 1"=50' 1n JULY 25, 1998 APRIL 14, 2005 ADDED PUBLIC WATER p 00 s \ o FEBRUARY 6, 2007 REVISED MAP FEBRUARY 12, 2015 ADD NEW HOUSE MARCH 9, 2015 REVISE PLAN o' ` � JUNE 13, 2015 FOUNDATION LOCATION �Or E ooo. o a AREA = 57,686 sq. ft. N 6 �' �\` m 1.324 ac. LOT 2 NOTES O Q��Jg\Nv7PtY lP WELL -� 1 ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 100 \ u5 U.1 2. THIS PROPERTY IS COMPRISED OF P/0 LOTS 51, 52 & 53 AS SHOWN ON CCS- 0" MAP OF NASSAU FARMS LOT 1 "�' o�� a FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY O 9\ c O ,r ON MARCH 28, 1935 AS FILE No. 1179 C. 3. LOT NUMBERS SHOWN THUS: LOT 3 REFER TO ` a n �O" O� \ <� SUBDIVISION MAP FOR MABELLE DEMPEWOLF PGPa� 6 2 o< ? LAST DATE REVISED DECEMBER 5, 2005. �I 9� 0, 6 53 yy O I N p/0 LOT �tho 2 FOUND 9>'n �f \ PIPE r... y c^ NN,CIA 50�, I� (} CESSPOOL - U ?OVE °��Riyc LOT 3 52 % i p/0 LOT � � `�N t11, 5A U / 2 FOUND � / / PIPE l o< CIO6i O 0(^2 ?! 2c�` 0 6L ' 16 8 DG DEPT 50 \ o si r F"'N OF SOUTHOLD \ IS 66 22 p0 \ o ' o r- 01. <L GT 41- \ N LOT 4 - O __--- ,P - C0XV0. � o -�_�-� TO _ O wo �ro (ZA PREPARED IN ACCOROANBE-WRH•+iXFsh♦INIMUN ELL Zn WELL STANDARDS FO SURVEYS AS ESTABt;SMED W 150' N BY THE LI AND DAS E ADO r- N I O O '� FOR RESU OM21 �D � / z OV-9 I p/0 LOT 51 O O T �oNEa I < FOUND �� Of I m PIPE 1O O I U,NO I CLEARING UMRS ALONG WIRE FENC .O �SZe I FENCE a c� I CONIC0 3'S, 1 3 W OO I 1 8 0 5'S, 1.2'E ! y01 � 1Sp• CONC FOUND NOW FENCE 'FOUND 2ND 0 5'S CM FENCE J Sw C. No 49668 FOUND 0 9'E aP ' FLOOR CONIC 278.43 -oa UNAUTHORIZED LTERATION OR ADDITI N FENCE FENCE CMr _ TO THIS SU RV IS A VIOLATION OF 0 SSS 0 6�S, 0 1'W WELL SECTION 7209 OF THE NEW YORK STATE f W Nathan Taft Corwin III EDUCATION LAW S 85°46 00 COPIES OF THIS SURVEY MAP NOT BEARING INKED SEAL OR CESSPOOL CESSPOOL CESSPOOL EMBOSSED SEAL SHALL NOT BE Land Surveyor THE LAND SURVEYOR'S CONSIDERED CESSPOOL10 TO BEA VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN CESSPOOL - ONLY TO THE PERSON FOR WHOM THE SURVEY DWELLING DWELLING DWELLING IS PREPARED,AND ON HIS BEHALF TO THE (USES PUBLIC WATER DWELLING OT 50 Title Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND WELL OVER 150' p/O LOT 50 p/0 L O LENDING INSTITUTION LISTED HEREON,AND DWELLING p/0 LOT 50 TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUITION CERTIFICATIONS ARE NOT TRANSFERABLE p/O LOT 5OCESSPOOL OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHT OF WAYS WELL AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P 0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 SURVEY OF PROPERTY PAGE ,1 OF 2 SITUATED AT D DF Ex1s�L� v 4$139, . ; CUTCHOGUE 5��`S ,E� / �' � ' �0014—> TOWN OF OU SUFFOLK COUNTYNEW YORK Z5:�&%��®�'�4Q`o`��t°>��:�� ®® � l�1fP•yr^ ® Ln � •"S.C. TAX No. 1000-104—.02-7.4 Gc SCALE 1"=50' a� JULY 25, 1998 3200 o ' APRIL 14, 2005 ADDED PUBLIC WATER a S. FEBRUARY 6, 2007 REVISED MAP \\ \� FEBRUARY 12, 2015 ADD NEW HOUSE o_ MARCH 9, 2015 REVISE PLAN 6 0 •�� AREA = 57,685.68 sq. ft. 662Z�° Fs��e1D g;_ 1.324 ac. tJ [�,. �;i' at DOTES �G 1 ELEVATIONS ARE REFERENCED TO NAVD 1986 DATUM EXISTING ELEVATIONS ARE SHOWN THUS. 100 PROPOSED ELEVATIONS ARE SHOWN THUS. 12 O WELL 2� 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. O 1 TANK; 8' DIA., 5' EFFECTIVE DEPTH. NG, `USES �� 4. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. `O\ 0\ 4 POOLS; 4DEEP, 8' dia. LOT 1 �`Gi r� O r, l PROPOSED FUTURE 50% EXPANSION POOL O, PROPOSED B' DIA. X 4' DEEP LEACHING POOL 0 o PROPOSED 1,500 GAL. SEPTIC TANK J 'd � O• N y c^ S. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD O 53 FOUND �0 'Y OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. `i tE�NOSE P/0 LOT Zn��I!i 6. THIS PROPERTY IS COMPRISED OF P/0 LOTS 51, 52 & 53 AS SHOWN ON PG N Ov, MAP OF NASSAU FARMS �� \` —-— __ �N O� �d FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY _ ON MARCH 28, 1935 AS FILE No. 1 179 O O ;a s 7. LOT NUMBERS SHOWN THUS: LOTS REFER TO CESSPOOL 559p0� 00„ f -- _---- a ��i 90�� SUBDIVISION MAP FOR MABELLE DEMPEWOLF CE __ 00 LAST DATE REVISED DECEMBER 5, 2005. � POLE LOT 3 �� DRAINAGE SYSTEM CALCULATIONS, US1L7� NO 'J a N� Q' FOUND ROOF AREA: 1,500 sq ft. PIPE 1,Soo spq ft X o 17 = 255 cu ft o 0 17.9 0 LOT 52 7 D� 255 cu. ft. / 42.2 = 6 vertical ft. of 8' dia. leaching pool required O �4 r CIOG PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS '0 'fy .0 O wr 1�Po PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: >r. < Oo + \ 'NPA 168 O :L ROOF AREA. 1,300 sq ft. rr''2` JO ��`� �' D N 1,300 sq. ft. X 0.17 = 221 cu ft. 6v OQ S �ti� O O 0 2 221 cu. ft. / 42.2 = 5 2 vertical ft, of 8' dia leaching pool required N 0' Z ,p O �t Fk. cS. W � PROVIDE (1) 8' do. X 6' high STORM DRAIN POOLS 'p0 o• F 00 2 ya � O- O PROPOSED 8' DIA. X 6' DEEP DRYWELL FOR DRIVEWAY RUN—OFF ARE SHOWN THUS O O O -0 C'(3 055 yyL LOT 4 o PP'OP N�CSE 5� k��ya _ —-—- N TEST HOLE DATA _P i S F� 3 (�' --- --- "o (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 22, 1998) _ -- SFV ��-•, -p ELEV 20 2' D. ---- - els ��k O •(O�O O �/ DARK BROWN SANDY LOAM OL �- �L�. O t� BROWN LOAMY SAND SM �'F10 �� N� Q��Q FO� S �20� WELL Z `< PREPARED IN ACCORDANCE WITH THE MINIMUM 0 / STANDARDS FOR TOLE SURVEYS AS ESTABUSHED r - 3' WELL 1 S°� r t' Q 1 2Q' O O O C+7 BY THE LIALS ANDS t:8a1�8-AND.�DOPTED r O _7 r N ! T FOR SUCH USE V NEW YORK SPATE ND Z y 2s� O Y�6 51 iS G TITLE ASSOCu �� , c IC d a 20' OPO O p/0 LOT ZO tt q �C - 751 FOUND o E D Jam" !` '• PALE BROWN FINE SP b 6' TO MEDIUM SAND ' 0� O N Z A,n I civ✓,. ( ` . Y G 6 CONC 03'S.F1N3W O <<Z 1 2'E 0 5'S, CIO FOUCM FNOW ENCEFENCE m �G7 5✓6.� �[•�1 ELEv 36' 166' FOUND 2ND "� 05S 1 2'S, N "LIC NO 49668 GROUND WATER fyATER IN PALE BROWN FINE TO MEDIUM SAND SP FOUND CM FLOOR CONO 0 9'E J '1` p FENCE CM 278.43 0 UNAUTHORIZED ALTERATION OR ADDITION 1 0 5'S 0 6'S,FOrI'W WELL TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE �� W EDUCATION LAW S $S°46 00 Nathan Ta t�rwin III L COPIES OF THIS SURVEY MAP NOT BEARING CESSPOOL 1 1 CESSPOOL CESSPOOL THE LAND SURVEYOR'S INKED SEAL OR �✓ Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED CESSPOOL TO BESA VALID TRUE COPY CERTIFICATIONS INDICATED HEREON SHALL RUN CESSPOOL ONLY TO THE PERSON FOR WHOM THE SURVEY DWELLING DWELLING DWELLING IS PREPARED, AND ON HIS BEHALF TO THE USES PUBLIC WATER) DWELLING / LOT 50 Title Surveys — Subdivisions — Site Plans — Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND WELL OVER 150' ( p/0 LOT 50 P O y Y LENDING INSTITUTION LISTED HEREON, AND DWELLING P/0 LOT 50 TO THE ASSIGNEES OF THE LENDING INSTI— - PHONE (631)727-2090 Fax (631727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE / O s [IA � CESSPOOL p 0 LOT 50 � �b�., t WELL THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P 0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED _ f Jamesport, New York 11947 Jamesport, New York 11947 u - SUFF.CO. H LTH SeE.kVICEO STORMWATER MANAGEMENT NOTES STEEL OR WOOD PAGE Z O Z EXTRA STRENGTH FILTER'FABRIC POST (TYP.) U 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION REO'D WITHOUT WIRE MESH SUPPORT 36" HIGH POLE (MAX) MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING STEEL'OR WOOD POST T ��^, AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. 10' MAX. O.0 SPACING FLOW IFIL J� S 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/ WIRE SUPPORT FENCEid A CONTINUOUS LINE OF SILT SCREEN MAXIMUM OPENING OF s' MAX D.0 SPACING ( W/0 WIRE SUPPORT FENCE U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING i AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. so' MIN THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS FLOW OR TO BE SUFFICIENT TO OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL r— j\\//\\ :�j\\//\\/j KEEP SEDIMENT OR SITE I HAY BALES AND/OR DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS — \\\ a SILT FENCING Ix TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ATTACH FILTER FABRIC SECURELY /\ ��\�\\ a 10 SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE TO UPSTREAM SIDE OF POST N % %\/ a" x 6" TRENCH SCREEN IS REMOVED. \� �.; \ \�� %i�\ /\�/ W/ COMPACTED a qy 3 A CONTINUOUS ROW. PRIOR TO THE MOFCSTAKED EMENT 0 STRAW OR F ANY CONSTRUCTION UBALOES SHALLTIES, �/\/\\i '\+ //j/j�/� SILT FENCE DETAILS \' / BACKFILL Q w Ioy z BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT NOT TO SCALE O s ti SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TRENCH DETAIL y. SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOTES. SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED MAXIMIZE PONDING EFFICIENCY INSPECT AND REPAIR SILT FENCE AFTER AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY REMOVED OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OR SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED OFF-SITE TRANSPORT. HAY BALES AND/OR UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. TO BE USED WHERE TOPSOIL IS NECESSARY FOR NOTES: SILT FENCING 1. AREA CHOSEN FOR STOCKPILING OPERATIONS 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. REGRADING & VEGETATING DISTURBED AREAS. 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE SHALL DRY AND STABLE. PLAN VIEW 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ON THE PROPOSED RESIDENCE. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH EXISTING GRADE 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AND REQUIRED PERIOD OF USE 2 SLOPE OR LESS HAY BALES AND/OR FROM BEING DISCHARGED ONTO THE ROAD OR OFF—SITE. I t 1 I - SILT FENCING 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STABILIZE ENTIRE PILE CONSTRUCTION ENTRANCE BASE OF SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW WITH VEGETATION OR COVER L ORMN Y.SED T4"APPROVED RSTONE NCA IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF FILL TO 18"MIN ABOVE EXISTING GRADE TO ALLOW FOR DRAINAGE FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, CROSS SECTION WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO V TEMPORARY CONSTRUCTION ENTRANCE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (NOT TO SCALE) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION v V AND GROWTH. 10 SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER TYPICAL STORMWATER UNIT THAN 1 SQUARE FOOT IN SIZE. 1 I 1 1 !' I (TOPS TO BE TRAFFIC BEARING) 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF l (NOT TO SCALE) OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO CAST IRON INLET FRAME & COVER (FLOCKHART #63518 TYPE 6840) THE ROAD. A NON—LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, FINISHED GRADE OR 6"THICK REINFORCED CONC COVER-0. OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR 8"TRAFFIC BEARING SLAB —°" (max) CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. STRAW BALES OR SILT FENCE SOIL STOCKPILE PIPE FROM ROOF GUTTERS (NOT TO SCALE) HOUSE T YPI CAL SE TVA GE DISPOSAL SYSTEM CRUSHED 3/4"- 1-1/2"STOW (NOT TO SCALE) o ALL AROUND F FL EL 24 5' FINISH GRADE FINISH GRADE FINISH GRADE 24"dla LOCKING, WATERTIGHT & INSECT PROOFEL 21 0' EL 21.0' EL 21 0 o LEACHING RINGS CAST IRON COVER TO GRADE m REINFORCED PRECAST CONC 1' min 3'-0" 4000 PSI ® 28 DAYS 3'-0" CONC o E 2' max - 1' min x 0 2' max (min) 4" (min) CHIMNEY OP 19 0'iv CONC N CHIMNEY OP 19 5'I a CHIMNEY CONC OF 19 4' I d' m I � T EL 16 2' EL 16 7' 16 6' MIN 4" dia 4' SOLID RING �I 8-0 NO WATER B FL EL. 13 5' APPROVED PIPE a MIN 4" dia PRECAST CONC PITCHED 1/4"/1' EL 12 2' APPROVED PIPE INVERT MIN 4" dla 8'-O" INL —� 1 PITCHED 1/B"/1' EL 10 7' APPROVED PIPE PRECAST CONC ��®F INVERT r PITCHED 1/8"/1' INVERT INVERT EL 11 0' rn m EL 124' EL 11 7' °=O1- o EL INVERT m J INVERT o 3 FLOW I o EL 10 6' N r 30' - BAFFLE iO 8' N o o N 4" dla o N / BOTTOM I N m CROSSOVE I M Z EL 6 2' o o PIPE O I o > w I NYS. Llc No 50467 w3 m,n a w 3'min 8' 4. COLLAR OL a- a - I �_ COLLAR N / h ` SEPTIC TANK (1) BOTTOM 8' Corwin iii EL 6 7' BOTTOM `�ti I 1 SEPTIC TANK FOR 5-6 BEDROOMS IS 1,500 GALLONS EL 66' 1 TANK, 8' DIA, 10' HIGH (5' EFFECTIVE DEPTH), WITH SOLID DOME BACK FILL MATERIAL TO BE I urve or 3'm,n CLEAN SAND AND GRAVEL BACK FILL MATERIAL TO BE v 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS GROUND WATER GR UND WATER Smin CLEAN SAND AND GRAVEL 3 WALL THICKNESS SHALL BE A MINIMUM OF 3", A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4" �EL 36' GROUND WATER ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT Successor To- Stanley J Isaksen, Jr LS 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF 3:1/4") LEACHING POOLS (4Joseph A Ingegno LS ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 6 A 10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED DISTRIBUTION POOL OF ^' Tale Surveys — Subdivisions — Site Plans — Construction Layout 1 LEACHING SYSTEM FOR 5-6 BEDROOMS IS 400 sq ft SIDEWALL AREA 4 POOL SYSTEM 4 POOLS, e' DIA, 10' HIGH (4' EFFECTIVE DEPTH), WITH SOLID DOMES PHONE (631)727-2090 FOX (631)727-1727 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHING STRUCTURES, SOLID DOMES AND/OR SLABS OFFICES LOCATED AT MAILING ADDRESS 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) 1586 Main Road P 0. Box 16 4 A 10' min DISTANCE 13ETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED James ort, New York 11947 James ort, New York 11947 5 AN 8' min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED P p SURVEY OF PROPERTY ,�W' PAGE 1 OF 2 �� \Si\1AG P ev;W SITUATED AT �,� Ex CUTCHOGUE hoz, END 48-7.59 TOWN OF U SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-104-02-7.4 Ln O SCALE 1"=50' \ t JULY 25, 1998 y2o°° s o APRIL 14, 2005 ADDED PUBLIC WATER aW \\ o, FEBRUARY 6, 2007 REVISED MAP FEBRUARY 12, 2015 ADD NEW HOUSE `ro, ro MARCH 9, 2015 REVISE PLAN 6 o a AREA = 57,685.68 sq. ff. N 66215° \ f 1.324 ac. LOT 2 a NOTES N P� 22 G' - 1. ELEVATIONS ARE REFERENCED TO NAVD 1988 DATUM .- EXISTING ELEVATIONS ARE SHOWN THUS. 100 PROPOSED ELEVATIONS ARE SHOWN THUS: 120 r o ��.�N.pIP�E' '� \f1 G 3 MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. O + N QVN QUOL� WELL 1 TANK, B' DIA., S' EFFECTIVE DEPTH. Q osc" �U1 4 MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. CC�-a `d\ (� .. 4 POOLS; 4' DEEP, 8' dia. O LOT 1 �'�++ ` O �A ` PROPOSED FUTURE 509 EXPANSION POOL /X� - OC^ `1 '^ PROPOSED 8' DIA X 4' DEEP LEACHING POOL PN"� O\ aaCP 22 C)13x O $ \ L r PG vd 66 x 0 i a p PROPOSED 1,500 GAL. SEPTIC TANK � O, N /y,/ p/0 LOT 53 0 y 5 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD \ f /x o OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. O Z + Nod• 9&1 VA\�N � FOUND 6. THIS PROPERTY IS COMPRISED OF P/0 LOTS 51, 52 & 53 AS SHOWN ON \N��NC� PIPE MAP OF NASSAU FARMS r� `�U; \+ /x/� 3`�ENQU E SNEel\ — —- \ _- ANN a� Ta 0- FILED FILED IN THE OFFICE OF THE CLERK OF SUFFOLK COUNTY _ —\r ON MARCH 28, 1935 AS FILE No 1179 O \ \\0. VAAy '(L �- \ .a ,'p S 7 LOT NUMBERS SHOWN THUS: LOT 3 REFER TO CESSPOOL SSPO°�J� OO' - ----- 00 �� a < �ill 0 9��`�' SUBDIVISION MAP FOR MABELLE DEMPEWOLF cE _ O O \Q to �� w C, y ��Y LAST DATE REVISED DECEMBER 5, 2005. DRAINAGE INSPECTIONS ARE REQUIRED � � C, °\-E- LO 3 1 O GT DR.47NACE SYSTEM CALCULATIONS Contact TOS Engineering at 765-1560 before LL OZ\ 00 SOIL STOCKPILE FOUND �� ?NG+L., ROOF AREA: 1,500 sq. ft. ,,soo sq. ft X D.,7 = 255 aa. ff. Backfill, OR Provide Engineer's Certification ��, PIPE 'o �� 255 cu ft. / 42 2 = 6 vertical ft. of 8' dia. leaching pool required has been installed to Code. 7 O LOT '�sy F+ 'fl n PROVIDE (2) 8' dia X 4' high STORM DRAIN POOLS that the drainage O o� PROPOSED S' DIA X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS• ALL DRIVEWAY AREA. 1,600 sq ft U, 1,600 sq ft X 0 17 = 272 cu ft C -p py P�+ �p a S Fj O + + S /,L� p �,. O `� p <i 272 cu ft / 42.2 = 6.4 vertical ff of 8' dia leaching pool required ®_ SE®IITIaEN CONlRO w\ 6 Q� Z ++ d-p ��Q` O �/' O '2- q,F\', _y \ a, O � � PROVIDE (2) B' dia X 4' high STORM DRAIN POOLS EROSION de but not be limited to: \" ; 'cv q22 y'L) c9 PROPOSED 8' DIA X 6' DEEP DRYWELL FOR DRIVEWAY RUN-OFF ARE SHOWN THUS Oo I O `+ FZQ�y Zit \ytd�0 P 'T' '�< QPQ�Jp� u� C�pP�P ea FF v 2� ✓A well maintained Construction Entrance, + � � (\,,� TEST HOLE DATA `A)J r g stabilizat�� \< 2 \—- N� (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 22,`1598 Backed Slit FenC'n i + I X40 +� \�� N G��S (�r N o $ �� Pa y�sQf,O Seeding of exposed and/or inactive sc%''sA — o — GP\k Q �o �¢&�vqy \ ELEV 202' 0• --- O �'F O Q/ DARK BROWN SANDY LOAM OL �� • \ t' T 't=" Z 1• �,O lJ 2 VArG"\� 9\ ++<�Ch k t� O 1 n BROWN LOAMY SAND SM O �� • , N� �OQQV l?A�O y y0 -' < PREPARED IN ACC ACE le W MI IMUM LL O P c4.-PS s c^ WELL <_ BY TTHERLIAp ANp RBDV D 0 3' WE ,SD' 1:1 iLQ' p Q S 2\ 1 OO�U`\.,,, T O FOR SUCH 5E BtZ TITLE Ass W .�� ® p 2p, QPQ0L O p/0 LOT 51 3�2 ,s o �'0. 751 O p �� FOUND r 3 F \ PIPE ul 7- AIX ZOVAL OF STORMWATEP,NV NAGEMENT _ ��xl\� o G PALE BROWN FINE SP ®�y �+ ' < n• TO MEDIUM SAND COINTR0 P N —T Cod ap er 236 j x— ,max——'�"— o P A FENCE ��< Date: ' (S O <� ,1 'gyp CONC 0 3'S, 1 3 W �2 Approv d y: ; LO ^°� )✓ 750 `� 0 5'S, 1 2 E CONC FOUND NOW FENCE vG1 ELEV 36' '� 166' S 'Y FOUND 2ND `� 0 5 S CM t c No 49668 GROUND WATER E2'SE 0 9'E CCCJ// ;? -= M , ,p .. WATER IN PALE BROWN FINE TO MEDIUM SAND SP FOUND OFLOOR CONC 1 17' FENCE CNI 27 8.43 0 FENCE UNAUTHORIZED ALTERATION OR ADDITION O+!! 0 S'S 0 6�5, 0 1'W WELL TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE +� W EDUCATION LAW S 85-46'00'3 Nathan Taft Corwin III COPIES OF THIS SURVEY MAP NOT BEARINGCESSPOOL THE LAND SURVEYOR'S INKED SEAL OR CESSPOOL CESSPOOL EMBOSSED LID SHALL NOT BE CONSIDERED CESSPOOL Land Surveyor -00 TO BE A VALID TRUE COPY CESSPOOL CERTIFICATIONS INDICATED HEREON SHALL RUN DWELLING ONLY TO THE PERSON FOR WHOM THE SURVEY DWELLING DWELLING IS PREPARED,AND ON HIS BEHALF TO THE Tale Surveys - Subdivisions - Site Plans - Construction Layout TITLE COMPANY, GOVERNMENTAL AGENCY AND WELL OVER 150 (USES PUBLIC WATER) DWELLING p/0 LOT 50 P/0 LOT 50 LENDING INSTITUTION LISTED HEREON, AND DWELLING P/0 LOT 50 TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fox (631)727-1727 TUTION CERTIFICATIONS ARE NOT TRANSFERABLE p/0 LOT 50CESSPOOL I WELL THE EXISTENCE NT RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P 0 Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 STORMWATER MANAGEMENT NOTES STEELPOST (OR WOOD PAGE Z O F Z EXTRA STRENGTH FILTER FABRIC 1. ANY WORK OR DISTURBANCE, AND STORAGE OF CONSTRUCTION 36" HIGH POLE (MAX.) REO'D WITHOUT WIRE MESH SUPPORT STEEL OR WOOD POST DETAILS MATERIALS SHALL BE CONFINED TO THE LIMIT OF CLEARING IIIA@ t/�7i ��LLLJJJL®JI AND/OR GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS, 10' MAX. 0 C SPACING 2. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITIES, W/ WIRE SUPPORT FENCE FLOW 6' MAX. 0 C SPACING A CONTINUOUS LINE OF SILT SCREEN (MAXIMUM OPENING OF W/0 WIRE SUPPORT FENCE U.S. SIEVE #20) SHALL BE STAKED AT THE LIMIT OF CLEARING ;y' 50' MIN AND GROUND DISTURBANCE SHOWN ON THE APPROVED PLANS. l r- OR TO BE SUFFICIENT TO THE SCREEN SHALL BE MAINTAINED, REPAIRED AND REPLACED AS FLOC \ KEEP SEDIMENT ON SITE OFTEN AS NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL =— `� %j�/j %jam/jam/ HAY BALES AND/OR DISTURBED AREAS ARE PERMANENTLY VEGETATED. SEDIMENTS i %\\/\ j/ � a SILT FENCING TRAPPED BY THE SCREEN SHALL BE REMOVED AWAY FROM THE ATTACH FILTER FABRIC SECURELY SCREEN TO AN APPROVED UPLAND LOCATION BEFORE THE TO UPSTREAM SIDE OF POST \\'/ `a" x 6" TRENCH SCREEN IS REMOVED. \ \�� i� /// W/ COMPACTED w I °mac 3 A CONTINUOUS ROWPRIOR TO THEMOFCSTAKED EMENT ANY OR NHAYUBALOES SHALLTIES, i//\�//\�//\�/\\�/ •\ /�//j/j�/� SILT FEN --------------- CE DETAILS BACKFILL pQ �(y z BE STAKED END TO END AT THE BASE OF THE REQUIRED SILT NOT T°SCALE O --------- J- SCREEN AT THE BASE OF THE REQUIRED SILT SCREEN. THE BALES TRENCH DETAIL Q`T SHALL BE MAINTAINED, REPAIRED AND REPLACED AS OFTEN AS IS NOTES. SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO (NOT TO SCALE) / NECESSARY TO ENSURE PROPER FUNCTION, UNTIL ALL DISTURBED MAXIMIZE PONDING EFFICIENCY INSPECT AND REPAIR SILT FENCE AFTER AREAS ARE PERMANENTLY VEGETATED. THE AVERAGE USEFUL LIFE EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY REMOVED OF A BALE IS 3-4 MONTHS. SEDIMENTS TRAPPED BY THE BALES SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW OFF-SITE TRANSPORT HAY BALES ANO/OR SHALL BE REMOVED AWAY FROM THE BALES TO AN APPROVED NOTES- SILT FENCING UPLAND LOCATION BEFORE THE BALES THEMSELVES ARE REMOVED. TO BE USED WHERE TOPSOIL IS NECESSARY FOR 1. AREA CHOSEN FOR STOCKPILING OPERATIONS 4. STRAW BALES SHALL BE RECESSED TWO TO FOUR INCHES INTO THE GROUND. REGRADING & VEGETATING DISTURBED AREAS SHALL BE DRY AND STABLE. PLAN VIEW 5. SILT SCREEN SHALL BE RECESSED BY TRENCHING SIX INCHES INTO THE GROUND. TEMPORARY STOCKPILE STABILIZATION MEASURES INCLUDE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1. 6. LEADERS AND GUTTERS THAT EMPTY INTO DRYWELLS SHALL BE INSTALLED VEGETATIVE COVER, MULCH, NONVEGETATIVE COVER, AND 3. UPON COMPLETION OF SOIL STOCKPILING, EACH ON THE PROPOSED RESIDENCE. PERIPHERAL SEDIMENT TRAPPING BARRIERS. THE PILE SHALL BE SURROUNDED WITH EITHER SILT 7. ALL PROPOSED SWIMMING POOL DISCHARGES SHALL BE DIRECTED TO DRYWELLS. STABILIZATION MEASURE(S) SELECTED SHOULD BE FENCING OR STRAW BALES, THEN STABILIZED WITH EXISTING GRADE 8. PROPOSED DRIVEWAYS MUST BE CONSTRUCTED OF PERMEABLE MATERIALS APPROPRIATE FOR THE TIME OF YEAR, SITE CONDITIONS, VEGETATION OR COVERED. ROAD OR IF PAVED, BE EQUIPPED WITH DRAINAGE SUFFICIENT TO PREVENT RUNOFF AND REQUIRED PERIOD of USE 2 SLOPE OR LESS HAY BALES AND/OR FROM BEING DISCHARGED ONTO THE ROAD OR OFF-SITE. .I. � •I. 1 SILT FENCING 9. ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT SHALL BE STABILIZE ENTIRE PILE CONSTRUCTION ENTRANCE BASE OF COMPACTED 3/4"STONE BLEND SEEDED WITH AN APPROPRIATE PERENNIAL GRASS, AND MULCHED WITH STRAW WITH VEGETATION OR COVER / oR Nvs Dor APPROVED RC.A FILL TO 18"MIN ABOVE EXISTING IMMEDIATELY UPON COMPLETION OF THE PROJECT, WITHIN TWO (2) DAYS OF GRADE TO ALLOW FOR DRAINAGE FINAL GRADING, OR BY THE EXPIRATION DATE OF THE BUILDING PERMIT, L I CROSS SECTION WHICHEVER IS FIRST. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. IF SEEDING IS IMPRACTICAL DUE TO I TEMPORARY CONSTRUCTION ENTRANCE TIME OF YEAR, TEMPORARY MULCH SHALL BE APPLIED AND FINAL SEEDING (NOT TO SCALE) PERFORMED AS SOON AS WEATHER CONDITIONS FAVOR GERMINATION L 1 `I' I 1 I AND GROWTH. 10 SUITABLE VEGETATIVE COVER IS DEFINED AS A MINIMUM OF 85% AREA I I I I I J VEGETATIVE COVER WITH CONTIGUOUS UNVEGETATED AREAS NO LARGER THAN 1 SQUARE FOOT IN SIZE. 11. ALL CONSTRUCTION ACCESS WAYS SHALL BE RAISED SUFFICIENTLY AT THEIR SITE ACCESS LOCATIONS WITH THE EXISTING ROADS, TO PREVENT RUNOFF TYPICAL STORMWATER UNIT OF WATER, SILTS AND SEDIMENTS FROM BEING DIRECTED OR DISCHARGED ONTO (TOPS TO BE TRAFFIC BEARING) THE ROAD. A NON-LOAM BASE MATERIAL, SUCH AS CRUSHED STONE, GRAVEL, OR RECYCLED CONCRETE BASE, SHALL BE PLACED ACROSS THE DRIVEWAY OR (NOT TO SCALE) CONSTRUCTION ACCESS WAY AT THE ACCESS POINT ALONG THE ROAD. GRATE OVER CAST IRON INLET FRAME & COVER (FLOCKHART J63518 TYPE 6840) STRAW BALES OR SILT FENCE TRENCH DRAIN OR 6"THICK REINFORCED CONC COVER SOIL STOCKPILE FINISHED GRADE 8"TRAFFIC BEARING SLAB 1-0 (NOT TO SCALE) (max) YPI CAL SE TNA GE .DI SP 0 SAL S YS TEA1 � -PIPE FROM ROOF GUTTERS HOUSE T (NOT TO SCALE) B'-o" F FL EL 24 5' FINISH GRADE FINISH GRADE FINISH GRADE 24"dia LOCKING, WATERTIGHT & INSECT PROOF EL 21 0' EL 21 0' EL 21 0 CRUSHED 3/4" - 1-1/2" STONE CAST IRON COVER TD GRADE ALL AROUND 1' min 1' min � CONCK162' o E 2' max 0 2' max " CHIMNEY 0'iv N RINGS CONC -I E CONC v oo REINFORCEDGPRECAST CONC �a CHIMNEY OP 19 5' -a CHIMNEY OP 19 4' 4000 PSI ® 28 DAYS 3, ��v® m I m (mm) 4" m EL N EL 16 7' 16 6' MIN 4" dw 4' SOLID RING �I MIN 4" dw PRECAST CONC o 4 B FL EL 13 5' APPROVED PIPE a PITCHED 1/4-/1' EL 722' APPROVED PIPE INVERT MIN 4" dia 1 IN PITCHED 1/8"/1' EL 107' APPROVED PIPE PRECAST CONCIf `� E 1 3 TL INVERTO o PITCHED 1/8"/1' V ••• INLET EL 11 GROUND WA R INVERT INVERTINLET INVERT m —_ INVERT d EL 12 4' EL 11 7' a'O10 tyj FLOW' o EL 11 2' J w o EL 10 6' N r 30• - BAFFLE is 8' vii o N 4" dia o 0 BOTTOM I m CROSSOVE O EL 6 2' o o o PIPE 50467 0COL , wqP in d COLLAR a OL d 3' IA y. COLLAR SEPTIC TANK (1) BOTTOM B' o Nathan Taft Corwin III EL 6 7' BOTTOM 1 SEPTIC TANK FOR 5-6 BEDROOMS IS 1,500 GALLONS EL 6 6' Land Surveyor 1 TANK, 8' DIA, 10' HIGH 5' EFFECTIVE DEPTH), WITH SOLID DOME BACK FILL MATERIAL TO BE ( ) CLEAN SAND AND GRAVEL BACK FILL MATERIAL TO BE 3'min 3'min CLEAN SAND AND GRAVEL 2 CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS GR UND WATER 3 WALL THICKNESS SHALL BE A MINIMUM OF 3 A TOP THICKNESS OF 6" AND A BOTTOM THICKNESS OF 4" GROUND WATER �EL 3 6' GROUND WATER ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 psf 4 ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT Successor To- Stanley J Isaksen, Jr LS 5 THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX TOLERANCE OF f1/4") LEACHING POOLS (4� Joseph A Ingegno LS ON A MINIMUM 3" THICK BED OF COMPACTED SAND OR PEA GRAVEL 6 A 10' min DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED DISTRIBUTION POOL OF 1 LEACHING SYSTEM FOR 5-6 BEDROOMS IS 400 sq ft SIDEWALL AREA Title Surveys - Subdivisions - -Site Plans - Construction Layout 4 POOL SYSTEM 4 POOLS, 8' DIA, 10' HIGH (4' EFFECTIVE DEPTH), WITH SOLID DOMES PHONE (631)727-2090 Fax (631)727-1727 2 LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) LEACHNG STRUCTURES, SOLID DOMES AND/OR SLABS OFFICES LOCATED AT MAILING ADDRESS 3 ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL) 1586 Main Road PO Box 16 4 A 10' min DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED James ort, New York 11947 James ort, New York 11947 5 AN 8' min DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED P p REScheck Software Version 4.6.0 l Compliance Certificate Project NA®UM RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 17% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 377 BITTERSWEET LN. YANNI NAOUM DENNIS MELE CUTCHOGUE, NY 11935 45-38 220TH ST. OYSTER BAY DRAFTING BAYSIDE, NY 11361 68 WEST MAIN ST. OYSTER BAY, NY 11771 516-922-5976 architect@oysterbaydraft!ng.com - rvv� 'W ':m'sv•Ms`.� - z,�; - -- .- '�`*'{ ,irr bc•°:4.Y,�x`.xre•:e, ,i77�S;Z�i•:+rks. _';�.:F+�,^T�u-`,°�+h'z'�ar'yir':'.:'!.'- >w'^ nd'"�;f,$wti" l(4:"' - -s" `' 'p,' -.. r+- '• T*� .red$ ._ 'iy. `k sa.'•��yH,y""'^ !`n�+r�':..:",rye:' ,i, i,r; �'ui., `l, .�, "'r compliance- 18.1%Better Than Code Maximum UA: 475 Your UA: 389 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross . Cavity Cont. Door UA Perimeter U-Factor Ceiling 1: Flat Ceiling or Scissor Truss 1,461 38.0 0.0 0.030 44 Wall 1 2ND FLR: Wood Frame, 16" o.c. 1,428 21.0 0.0 0.057 68 Window 1 (4)WDH24310:Wood Frame:Double Pane with Low-E 40 0.310 12 Window 2 (11)WDH21052: Wood Frame:Double Pane with Low-E 176 0.310 55 Window 3 SP406:Wood Frame-Double Pane with Low-E 26 0.310 8 Wall 2 1ST FLR:Wood Frame, 16"o.c. 1,587 21.0 0.0 0.057 73 Window 4 (2) FWSL1768:Wood Frame:Double Pane with Low-E 21 0.320 7 Window 5 (2) FWSL3168:Wood Frame:Double Pane with Low-E 40 0.320 13 Window 6 (2) FWT6011: Wood Frame:Double Pane with Low-E 13 0.290 4 Window 7 (9) FWT3111:Wood Frame:Double Pane with Low-E 29 0.290 8 Window 8 (7)WDH21052:Wood Frame:Double Pane with Low-E 112 0.310 35 Window 9 (3) WDH24310:Wood Frame:Double Pane with Low-E 30 0.310 9 Door 1 FWH3168:Solid 20 0.170 3 Door 2 FWH6068: Glass 39 0.320 12 Floor 1:All-Wood JoistfFruss:Over Unconditioned Space 1,461 38.0 0.0 0.026 38 Project Title: NAOUM RESIDENCE Report date: 02/17/15 Data filename: Q:\Projects\2014-jobs\14205- Naoum\RES CHEK\14205-NAOUM-RES CHEK CALC.rck Pagel of 7 Compliance Statement. The proposed building design described here ja.Gaosistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed ing h een designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Versi 4.6.0 and comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Sign ture Date 20M. SnN Project Title: NAOUM RESIDENCE Report date: 02/17/15 Data filename: Q:\Projects\2014-jobs\14205- Naoum\RES CHEK\14205-NAOUM-RES CHEK CALC.rck Page 2 of 7 REScheck Software Version 4.6.0 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Places Verified-- Field'Verified # Pre-inspection/Plan Review, Value Value Complies? "Comments/Assumptions &Req.ID 103.2 ;Construction drawings and �' , ;{ `` ;;S❑Complies [PRl]1documentation sufficiently 3❑Does Not demonstrates energy code ❑Not Observable compliance for the building envelope. []Not Applicable ; 103.2, ;Construction drawings and : '. ', �❑Complies 403.7 documentation sufficiently ❑Does Not [13113]1 ;demonstrates energy code „, . t' rg) ;compliance for lighting and j[1Not Observable ;mechanical systems.Systems ;,` ' ❑Not Applicable ;serving multiple dwelling units ,must demonstrate compliance jwith the commercial code. ! 403.6 Heating and cooling equipment is; Heating: Heating: ;❑Complies [PR2]2 lsized per ACCA Manual S based Btu/hr Btu/hr :❑Does Not on loads per ACCA Manual j or Cooling: Cooling:g: ,❑Not Observable other approved methods. Btu/hr Btu/hr :❑Not Applicable f t Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NAOUM RESIDENCE Report date: 02/17/15 Data filename: Q:\Projects\2014-jobs\14205-Naoum\RES CHEK\14205-NAOUM-RES CHEK CALC.rck Page 3 of 7 2010- York Eoundatiori Inspection .Cornpl'ies?: _ „Comments/,lssumption t • .. • 303.2:1,`.,, Exposed foundation insulation ;❑Complies [F011]2 protection. ;❑Does Not • ,❑Not Observable ❑Not Applicable l 403.81- ,Snow melt controls. ;❑Complies [F012 '. ;❑Does Not bNot Observable j ;❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NAOUM RESIDENCE Report date: 02/17/15 Data filename: Q:\Projects\2014-jobs\14205-Naoum\RES CHEK\14205-NAOUM-RES CHEK CALC.rck Page 4 of 7 SeCt!on Plans Verified • 'Field Verified Framing/'Rougli-In'Inspection - Complies? Comments/Assumptions Se.Req.ID Value Value 402.4.4 :Fenestration that is not site built e•'x' *'• `; ❑Complies ; [FR20]1 :is listed and labeled as meeting ;',' "',,, ;, °❑Does Not ;AAMA/WDMA/CSA101/LS.2/A440 T []Not Observable ,or has infiltration rates per NFRC 1400 that do not exceed code ;', .' ,,;."`` % []Not Applicable limits. {'°`' 402.45 IC-rated recessed lighting fixtures []Complies [FR16)2 •sealed at housing/interior finish []Does Not < and labeled to indicate&It;=2.0 t•' `'- . cfm leakage at 75 Pa. C' °a","rs._' ❑Not Observable JjJj ( IE]Not Applicable 403.2.2 ;All joints and seams of air ducts, ,,[]Complies [FR13]1 !air handlers,filter boxes,and ,❑ Does Not ; building cavities used as return 00 :ducts are sealed. []Not Observable ; []Not Applicable 403.2.3• ;Building cavities are not used as ; ,' ❑Complies [FR15]3 ducts or plenums. ❑Does Not Gi' �'hxi'Ih,,,3✓"',^.�.�� !, h ifs U e .=i' ' i❑Not Observable .y❑Not Applicable 403.3HVAC piping conveying fluids R- R- ;❑Complies [FR17],;,2 above 105°F or chilled fluids I ;❑Does Not below 55°F are insulated to R-3. 'J ,❑Not Observable ; ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies [FR18]2 „ pipes are insulated to R-2. ;❑Does Not U ;❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ;"'; ❑Com lies [FR19)? E installed on all outdoor air +,- '' W "'` ❑Doe shot f intakes and exhausts. ; ,k,' :i3•.;..',;s" :',, ❑Not Observable ; ❑Not Applicable ; Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NAOUM RESIDENCE Report date: 02/17/15 Data filename: Q:\Projects\2014-jobs\14205-Naoum\RES CHEK\14205-NAOUM-RES CHEK CALC.rck Page 5 of 7 2010 Never York' ,Insulatiion,Ornspection Complies? ;Cornments/Ass'urnptions Energy r° , AII installed insulation labeled or ❑Complies (IN13j2- "installed R-values provided. ;❑Does Not UNot Observable :❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 1,,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: NAOUM RESIDENCE Report date: 02/17/15 Data filename: Q:\Projects\2014-jobs\14205-Naoum\RES CHEK\14205-NAOUM-RES CHEK CALC.rck Page 6 of 7 "Section- ,Plans Verified' Field'Verified-„ e%' 4 " Final Inspection Provisions Complies? Comments/Assumptions &Req.ID Value Value'' 402.4.2, :Building envelope tightness ACH 50= ACH 50= ;❑Complies 402.4.2.1 !verified by blower door test result ;❑Does Not [FI17]1 ;of<7 ACH at 50 Pa.This Q) ;requirement may instead be met ; ;❑Not Observable ;via visual inspection,in which ; ;❑Not Applicable case verification may need to ;occur during Insulation Inspection. 403.2.2 ;Duct tightness via post- cfm ; cfm ;❑Complies ; [F1411 ;construction with maximum ; UDoes Not ;leakage of 8 cfm to outdoors,or 109 12 cfm across systems.For [-]Not Observable rough-in tests,verification may ; ;❑Not Applicable ; need to occur during Framing j Inspection,with maximum ;leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1, 'Programmable thermostats r..'.,,❑Complies [F19]2 ' installed on forced air furnaces. ;Pz; =°'• _• p ;,Ef ._. ''' ��' ";� � ❑ oesNot < ❑Not Observable ❑Not Applicable ; 403.1.2, Heat pump thermostat installed `i,;";;,',.; E ,;,❑Complies [FI10]2 $$�on heat pumps. ❑Does Not U , )❑Not Observable I❑Not Applicable 403:4 (Circulating service hot water ;;`°''' x 7❑Complies ' [FI11]2 systems have automatic or r ❑Does Not accessible manual controls. E]Not Observable j ;❑Not Applicable '401.3 Compliance certificate posted. €❑Complies ; [FI7]2 S❑Does Not .,.�❑Not Observable S❑Not Applicable 303.3 1 Manufacturer manuals for ❑Complies [Fi18]3 mechanical and water heating ,4. ❑Does Not equipment have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: NAOUM RESIDENCE Report date: 02/17/15 Data filename: Q:\Projects\2014-jobs\14205-Naoum\RES CHEK\14205-NAOUM-RES CHEK CALC.rck Page 7 of 7 2010 New York Energy Conservation Construction Energy Efficiency Certificate Insulathon . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass& D•• Window 0.31 Door 0.32 Heating &Cooling Equipment Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL CONDITIONS OF THE WORK: 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF SITE WORK, GRADING AND LAt$DSCAPING ELECTRICAL NOTES: - I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR, EACH SUB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'S USE OF I- CONTRACTOR 5HALL'tFROM EFFECTED AREAS OF THE 51TE AND REDISTRIBUTE ALL TOPSOIL UPON COMPLETION OF THE WORK PROVIDING I A ICA W SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND ASPECTS OF THE WORK. EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. FOR FINI5HED.;GRADINC�::AN•D RESt iW, OF THE LAWN AS DIRECTED BY THE OWNER, ' ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT CONFORMANCE TO THE NATIONAL ELECTRICAL CODE, COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL AL50 DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL.SHALL NO'.7.'.'.'.7.'.*.: R. LACEI?::t�fiAIN5T FOUNDATION WALLS UNTIL THE CONCRETE I5 OF SUFFICIENT STRENGTH AND UNTIL THE WALLS GOVERNING MUNICIPALITY AND NFPA 72. - THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO HIS WORK. ARE PRF.E.?J.Y. BRACED ' ::AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. 2. PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES, AMPERAGES BASED oN MANUFACTURES SPECIFICATIONS, 2 .. . ....... 3. CONTRACTOR IS TO VERIFY WITH THE OWNER IF THE OWNER WILL BE PURCHASING APPLIANCES AND HAVING THEM INSTALLED BY OTHERS PRIOR TO SUBMITTING A BID ON THE CRITERIA PRIOR TO SUBMISSION OF BIDS, AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE 3-•GRAT�ff�G?:l�R tD-.ALL NEW"CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. PROJECT. CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. : • :`4- ALL DE I�;Nf"Ac-LUDING TOPOGRAPHY, STORM DRAINAGE SPECIAL PAVING, LANDSCAPING ETC. SHALL BE PROVIDED BY OTHERS HEREIN AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION .:::::;::UNLESS SPECIFIED HEREIN, 4. CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, ANY AND ALL INTERCOM, ALARM, THERMOSTAT, TELEPHONE AND/OR TV ANTENNA WIRING IN WALLS PRIOR TO .. SHEETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED 3- NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR I- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRACT? :OR AfNY SUB-CONTRACTORS NOIR:::., �-"5T::CONTRACT.QR SHALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FOR ACCESS TO AND FROM THE SITE. ALL NEW AND INCLUDE THE FOLLOWING: OR THE CONTRACTOR AND SUB CONTRACTORS. SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF THE..C.O.NTRACTOR::::SHALL-%NOT EXTEND TO T.k>)•E. .. CURBS, CURB VITS AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY 4 NYS BUILDING CODE. A ALL WIRING FOR NEW SWITCHES OUTLETS, I ..; 4- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES ,AND/OR IRREGULARITIES D15COVERED DURING THE CONSTRUCTION PHASE of THE LIABILITY OF THE ARCHITECT NIS AGENTS OR EMPLOYEES. 7. ) , LET , FIXTURES, RE CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF EXISTING FIXTURES AND LABELING OF TAKEN ON THE PART OF THE CONTRACTOR SUB-CONTRACTORS OR THE DOOR-:`AND- WINDC>W NOTES: CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. PROJECT WHICH MAY REQUIRE ADDITIONAL MEASURES TO BE : 2- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR NOR HAS CONTROL OR CHARGE,.�i.F CONS�`1�}bTION M;vA�fS.:SEQUENCES�:::OR �"• FURNISH N I : . : C... I- ALL' NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDERSEN OR APPROVED EQUAL - FURNISHED WITH B) F R FBU CERTIFICATE AT COMPLETION OF WORK. ....... INCLUDING THE ;.;.;• ... ... . ....:. '•::;• •:::•.:. ARCHITECT. ANY AND ALL COSTS RELATED TO THE ADDITIONAL WORK SHALL BE THE SOLE RESPONSIBILITY OF THE OWNER L G PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHA{:L•;:BE RE5PON.�BLE FOR ADEQUA:-K-.--.BRACING AN:D.::..• " S. SMOKE ALARMS SHALL BE INSTALLED IN INSECT SCREENS,. GRILLS, JAMB EXTENSIONS, TRIM, ETC., WITH 5/8 INSULATED GLASS UNLESS OTHERWISE AGREED TO. T ED EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL SERVICES OF ANY OUTSIDE AGENCIES, INCLUDING BUT NOT LIMITED TO SURVEYING, PILES, EXTERMINATION, BORINGS, PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE COLLAPSE"*::T11.STORT104 AND MISALIGNtIENT ACCORDING TC[•::" .:.':•.. .: ADDITIONAL UNDERPINNING SITE DRAINAGE ADDITIONAL CONSULTATIONS, SITE VISITS, CERTIFICATION LETTERS, AMENDMENTS, AS BUILT DRAWINGS, ETC. APPLICABLE CODES. �* :.• 2- ALL EXTERIOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED.. STORY OF THE DWELLING, INCLUDING BASEMENTS AND ATTACHED GARAGES, BUT NOT INCLUDING CRAWL SPACES AND UNIHABITABLE ATTICS. SMOKE ALARMS SHALL BE ' 3- ALL WINDOWS J DOORS WITH GLAZING 18" OR BELOW ABOVE FINISHED FLOOR A SNA 0 I INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY 3- THE ARCHITECT HAS NOT BEEN RETAINED ON THI5 PROJECT FOR::BIDDING AND/OR THE:.'.REG'OTIATION AND ADMINT6'f:; TIOIR..OF THE ( .F.F•) LL BE ORDERED WITH TEMPERED GLASS, AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENINGDOORS C IF PROJECT LIES WITHIN A MILE OF THE COAST LINE, ALL WINDOWS 4 DOORS SHALL BE ORDERED WITH LAMINATED GLASS. D R CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL SMOKE DETECTORS IS PROHIBITED. CONTRACTS FOR CONSTRUCTION OF THIS PROJECT, CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA, AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL EXISTING SITE CONDITIONS 4- THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTION.S::AND/OR•`OBSERVA710N OF 7NE CONS7RU4i.O.N. 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCHITECTS WINDOW t DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. „ „ ....:..... ..... v.l.7..*.l...: APPLIANCES AND EQUIPMENT FIREPLACES OR ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT N I- ALL EXISTING EQUIPMENT UTILITIES STRUCTURES AND OVER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT A .: SIFICATION AMPLIFICATION OR E.. A ION OF THE•` A. S OR IF THERE ARE ANY DISCREPANCIES WITH SIZES, IT IS THE CONTRACTORS RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO : T T T E ACTUATION OF ONE 5 NO REQUEST FROM ANY PARTY FOR INFORMATION REG RT7�{ :Ck,AS f'LAi�..TR G ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SINALL BE SUBJECT TO APPROVAL OF THE OWNER. NOTATION OR REQUEST FOR PERMISSION 70 VARY:.QR DEVIATE'`i"IsOJ":THE REQUIREMENTS OF THESE DRVtLN5::0R NOTATIONS WILL BE COMMENCEMENT OF ANY WORK. INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE DETECTORS IS PROHIBITED. MINE AND/OR VERIFY THE ACTUAL LOCATION of ANY AND ALL UTILITIES PIPING AND RELATED ITEMS 5- CONTRACTOR SHALL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND DOOR HARDWARE FOR OWNER SPECIFICATIONS. 2- THE CONTRACTOR SHALL DETER ENTERTAINED BY THE ARCHITECT, UNLESS THEY. ARE`*SET FORTH IN'` !TING AND ADDRESSED TO THE"-OHNrR* �:a�: FIEF OWNER REFERS 6. CONTRACTOR SHALL VERIFY WITH THE OWN LOCATION A PRIOR TO THE COMMENCEMENT OF WORK. ALL COSTS INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE THESE REQUESTS TO THE ARCHITECT, THE.Ai WkiTPCT HILL WITH REAOWi�IABLE PRONPTA55 CONSIDER *THD MATTER ANp RESPOND IN ROOFING: ER, L T AND QUANTITY OF LIGHTING FIXTURES, SWITCHES, OUTLETS, ETC. PRIOR TO PROVIDING BID ON PROJECT, AGREED UPON BY THE OWNER. 7. PROVIDE A MINIMUM OF ONE OUTLET IN A HALLWAY THAT EXCEEDS 9'-0" IN LENGTH, WRITING TO THE OWNER FOR TRANSMITTAL TO'�THE---.PARTY CONCERNED. THE A-9CAJTECTTREPRE5. DOES:.NO.T, NOR WILL ASSUME, I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM 3- ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT, BUT SHALL BE UNDERSTOOD THAT 8. PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM OF 6-0 FROM THE ENTRANCE TO THAT ROOM. ANY RESPONSIBILITY WITH REGARD TO f ABS ;:::P�ENTIONED TYPES OF INQI?1R'i`::UNLESS:At30VE PROCEDURE IS FOLLOWED. 2- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER �_ THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR 9. PROVIDE A MINIMUM OF ONE G.F.C.I, OUTLET WITHIN 3 0 OF ANY SINK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLESS OTHERWISE SPECIFIED. DRAINAGE SYSTEM. TEMPORARY PROTECTION AND'STf CTURES v.I.W...;;: ;: ':::;: :... . ' 10. CONTRACTOR MUST VERIFY WITH HI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE 15 REQUIRED FOR THIS PROJECT PRIOR TO SUBMITTING A BID. ANY OTHER CONDITIorJS. 3- ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED. HA ' ::.E. ES ONSIBLE FOR TEMPORARY EL• -TRIC RAT-X-R. TOffV.-:*.ACILITIES FENCING BARRICADES SECURITY AND II. CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SUB PANELS ETC. FOR RELOCATION AS REQUIRED 0 N q- DO NOT SCALE DRAWINGS WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS AND ARE SUBJECT TO REVISIONS AS PER ACTUAL I THE CONTRACTORS .L :.�.:,.R P ,fi:.:,. .:.F;.. SECURITY, 4- ALL WORK 5HIALL BEAR A WRITTEN ONE (1) YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNER'S f R ED F R THE PROJECT. CONTRACTOR MUST Al-50 NOTIFY THE ARCHITECT FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE CLEAN UP AS AGREED. UPON::Bk��JEEN-*-T E.::: ?Y NER AND THE CONTRACTOR. UPOZI::COMPL�TfON OF WORK THE CONTRACTOR SHALL BROOM OF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF WORK t BIDDING. BROUGHT TO THE ARCHITECT'S/REPRES. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFECT D AREAS '>AN{�:CART AJA -ALL DEBRIS. ACCEPTANCE, ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. ANS N 2- THE CONT.RACTOR'SNALL CONfCT.ALL WORK TO PRECLUDE THE EEC:TS OF'WEATHER ON COMPLETED WORK OR WORK IN PROGRESS. 5- ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" (MEASURED VERTICALLY) ABOVE FLAT ROOF, 5- IF IN THE COURSE OF CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PL THE ... . .. ......:• ' 6- FOR ROOFS PITCHED 3:12 AND UP NEW ROOFING SHALL BE ASPHALT 5HINGLE5(UNLE55 OTHERWISE NOTED) OVER 154 FELT I LAYER OF CONTRACTOR SHALL STOP ALL WORK AND NOTIFY THE ARCHITECT SO AS TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER. THE CONTRk `SHAD;.•ASSUME`AL4 �' SPON5IBJLITY AND EXPENSE OF`•�:E.N.- ARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY ARE:Tp:-R6 PR0�1+P BETNEE.N WORK AREAS ANO THE REST OF THE BUIVDING. UNDELAPJOINT REQUIRED WHEN ROOF PITCH IS 4:12 AND ABOVE, OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12, INSTALL 3- EAC4N'.Ci'VNTRACTOR:SHALL:?8E RESPONSIBLE FOR ALL L055 OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER AND LAP JOINTS AS PER NYS RESIDENTIAL BUILDING CODE AND MANUFACTURERS SPECIFICATIONS. PROVIDE AN ICE AND WATER SHIELD ARISING THERE FROM. UNDERLAYMENT 1,4THIN 2'-0" PROJECTED HORIZONTALLY HA CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOU5•�-::EA:l WINS)•OR OTS}Bl�:;k NFCRESEEN...DfF.F.fC.Jt-T.IES• THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER HIS CONTRACT. ( ) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOR ALL ROOF 6 THE CONTRACTORS LL UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. I�f::'I';I�P,EVENT OF ANy::'SUSPENSION••OF ROR� ':.....CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT HIS WORK AND MATERIALS AGAINST OVERHANGS. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE � 7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING. NO LATER CLAIMS WILL BE ---`:X::; :::.; DANAM....OR LOSS. ANY WORK OR MATERIALS THAT::-HAVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND 51X; PER STRIP SHINGLE i, N I FOR LABOR EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE of LACK OF INFORMATION, LA�f-::::-;:::.5UB`G;D.f�3RACTOR TO SO.:PROTECT HIS WORK OR MATERIALS SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS P'ITCHED BETWEEN 1:12 AND 3:121 NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT CO 5 DERED :: :q.- TNE' NTRACTOR SNPr ::::GGNDUCT ALL WORK IN`'SUCH A MANNER SO TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-0" PROJECTED HORIZONTALLY FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOR ALL ROOF OVERHANGS. \ U\ OF SITE INSPECTIONS OR IMPROPER EVALUATION OF THE WORK INVOLVED. ( ) U IF WITH H15 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR THIS PRQN.1 `.". JACENT STRUCTURES, EWI INT,, OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR 8- FOR ROOFS BELOW 1:12 BUILT UP ROOFING SHALL BE A 20 YEAR JOHNS MANVILLE ROOFING SYSTEM, CONSISTING OF I LAYER OF NRGII 150, ,� (• I ) 8 CONTRACTOR M ST VERIFY PRIOR TO SUBMITTING A BID. WR REPLACE SAID DAMAGED ITEINS:::T::•THE• SATISFACTION OF THE OWNER, AND AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL I LAYER OF DYNABASE SET IN MBRCAA, AND I LAYER OF DYNAKAP SET IN MBRCAA. �� OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED FOS:THE PROJECT. *• BEAR ANY AtJ--:.ALL COSTS-:.AS-OCIATE•D WITH WORK DISCONTINUATION, ENGINEERING CONSULTATION MATERIALS TESTING, REPAIR AND ALL q- NEW WORK SHALL TIE IN AND LAP SO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES ADDRESSED IN THE :::::. 1. q- CONTRACTOR TO VERIFY LOCATIONS '' CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. MISCEI...... OUS'RELATED IYI I IS, NYS RESIDENTIAL BUILDING CODE. 5- TIS:: NTRACT`.:;SHALL::�RACE, SNORE, REINFORCE AND/OR UNDERPIN ALL STRUCTURES, INCLUDING NEIGHBORING STRUCTURES, AS 10- ALL EXTERIOR NAILING SHALL BE ALUMINUM OR GALVANIZED. REQUIR>D::f JR SAFE::: PERATION, II- FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES VENTS, SKYLIGHTS CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE CONTRACTORS RESPONSIBILITIES FOR COORDINATION AND WORKMANSHIPS 0 SHO E AN RAC ISTIN STRUCTURES PRIOR 0 PROVIDED AT HIPS RIDGES VALLEYS CHANGES OF ROOF SLOPE GABLE ENDS AND TOP OF FOUND. WALLS. 6 THE CA-TRACTOR:` TO TAKE ALL NECESSARY AND PRUDENT STEP T R D BRACE EX GT , I- THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB CONTRACTORS AND OTHER CONTRACTS`:at :.SNALL PROVIDE EERY POSSIBLE N 0 AN SA EXECUTION OF NIS WOK IS THE SOLE RESPONSIBILITY OF THE 12- INSTALL SHIM1S TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WIORK. THE GENERAL CONTRACTOR SHALL 'C LETE A COMPRf�ENSIVE INSTALLATIOf�:: ::HEADERS FOR NEW OPENINGS. THE PROPER D FEE T R G SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWNEIz•`•I�f:: GCEPTABLE FORMAI•:::EQR CONTRACTOR..'.*.' IN FLAT ROOF AREAS. REVIEW WELL IN ADVANCE OF WORK COMMENCEMENT. 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND PROTECTION THEREOF, SUCH AS 13- ALL INTERIOR' LEADERS ARE TO HAVE I/2" FOAM SOUND INSULATION OVER PVC PIPING. (REV. 3/q6) SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, LADDERS, CHUTES, TEMPORARY FLOORING, GUARDS, RAILINGS, SHAFT WAY 14- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIIVITIES WITH THE OWNER TO MINIMIZE IN7ERRUPIIONS TO NORI f.l.l:.JNER,.:;;::::::.. PROTECTIONS ETC., FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED, ERECTED, AND MAINTAINED IN DRAINAGE SYSTEM, OPERATIONS. ACCORDANCE WITH THE REQUIREMENTS OF ALL NEW YORK STATE CODES, AND ALL OTHER LAWS, RULES, OR ORDINANCES OF ALL 3- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING AND PATCHING OF NIS WORK THAT MAY BE•REQUYt'-ED TO`'0.IFLETE FINISH WORK NOIFE5: GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION. THE WORK OF NIS CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR 4�":: .AVABNG CUTTING:-:. I- TRIM, MOLDINcGSI CASINGS, WINDOW FRAMES, ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS 8- THE CONTRACTOR SHALL PROVIDE, ERECT, MAINTAIN THOSE ITEMS REQUIRED FOR USE, OBTAINING ALL NECESSARY PERMITS, INSPECTIONS OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS WORK AND ND CONTRACTOR SHALL DO SO WITTIOUT *PT&..WR•I•T7 EN-..CONSENT'OF PER OWNER. AND APPROVALS, AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER, UNLESS OTHERWISE THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY'Rl::5PONS1-Bt ;:THEREFOR.E. • 2- CONTRACTOR SHALL PROVIDE WOOD STEPS TO GRADE(UNLE55 OTHERWISE NOTED), NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD, 4- CONTRACTORS OR SUB-CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES, .HA I R• INSERTS, B.O�T-'•,:.ANCHORS, ETC., TO STIPULATED BY THE OWNER. ALL DECK LUMBER TO BE A.C.Q.(AR5ENIC FREE PRESSURE TREATED LUMBER) BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEMS::::TO TI�f':�AP..PROPRIATE'CONTRACTOR WHO WILL DEMOLITION NOTES: 3- ALL EXTERIOR WOOD FENCE AND DECKING MATERIALS TO BE WATER SEALED. ... SET THESE TO WORK IN THE LOCATIONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES THESE ITN,-5 ::.:.THESE ITEMTS SHALL BE I- THE CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRACTOR SHALL SEAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. . PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, 50 AS NOT`'T'C•�••DELAY THE Pf*bGRE55 OF A JOB AS A WHOLE. ORDER TO ALLOW FOR DEMOLITION TO PROCEED, THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS 5- ALL GLAZING AND SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE NYS RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCES. ALL SUCH ITEMS SHALL BE INCORPORATED 50 THEY WILL MEET THE CORRECT PHYSICAL ELEVATIONS OF F'1 ORS AT EACH LEVEL. THEY PREVENTING HIS PROCEEDING WITH THE DEMOLITION. (REV. 3/q6) SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE 50, AS TO MAINTAIN TPU .. R{P R.:: QirATION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL HIGH OR LOW VOLTAGE CONDUITS, WIRES, INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS OF SPACKLE, PRIMED AND READY FOR OF CONCRETE AND REMOVAL OF FORMWORK. ` """`' PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINISHING, AS PER OWNER. 5- THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OIANER OF:THE VARIOUS ITEM5:5ET FORTH SO AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER SHALL SELECT ALL COLORS FOR APPLIANCES, PAINT, TILE, CABINETRY, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN AND ADEQUATE TIME FOR REVIEW, POSSIBLE CORRECTION, POSS} ffl-'RESUBMIS510N, A0 R�'APPROVAL OF SUBMISSIONS WITHOUT DELAYING 3- DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE, EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY. THE PROGRESS of THE ENTIRE PROJECT OR ANY PHASE OF 1�NE i'R6jrQ-*::L;; :: RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLASS AND LIGHTING FIXTURES DESIGNATED 8- CARPETING 50ALL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLE55 OTHERWISE AWARDED IN THE CONTRACT 6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIMEJO BE DEFECTIVE•;5NALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE q- CONTRACTOR SHALL PATCH.;AND MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR, INSPECTION. THE INSPECTION OF THE WORK IS INTENDED :td::AJD THE CONTRA TDIR IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCH NSPECT.......... IALL NOT OP...... TO RELEASE THE CONTRACTOR FROM ANY OF HIS 4- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK, INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL OF DEBRIS AND 11- WATERPROOF ALL BATWOOM FLOOR AND PROVIDE COVE BASE AS PER NYS RESIDENTIAL BUILDING CODE. !I CONTRACTUAL OBLIGATIONS. OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL STAIR 065TRUC�ffJN TO C I CONTRACTUAL WITH NYS RESIDENTIAL BUILDING CODE, 7- ALL NEW MATERIALS AND INSTALLATIONS SHALL`::&R-:'-M ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR IS REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR TO TIME 13- GLASS ENCLa§jRE7.S ARC�f?.ND SHOWEI8-:'•AND TUBS SHALL BE IN COMPLIANCE WITH THE NYS RESIDENTIAL BUILDING CODE, ' GOVERNING CODE REQUIREMENTS. REQUIRED TO BE SHUTDOWN. - ............... 8- ALL MATERIALS SHALL BE NEW, AS CALLED FOR IN THE C�RAWINGS AND THE BEST OF THEIR RESPECTIVE KINDS. THE CONTRACTOR 6- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS, BARRICADES, COVERING, ETC., TO MASONRY'NOT-ft;..:.::.:... ........ WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAKE= NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY. I;:PROVIDE:.WrEIPIIQL:�S::: ::.2'-O" O.C. WHICH ARE SHOWN GENERALLY, OR FOR REASONABLE INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE 7- PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FI.7.... TD REMAIN, UPON .;:•:: ;-PROVIDE'C,ALVANIZED WALL TIES TO ANCHOR BRICK. MATERIAL, METHODS, AND WORKMANSHIP SHALL CONFORM, AS A MINIMUM, TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT THE COMPLETION, REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL CONSTRUCTfON:::V. A CLEAN, ORDERLY CONDITION..:. '•3: :::C J;ROWALL'R.IEINFORCED @ 16" O.C. VERTICALLY. CORRESPONDING PARTS OF THE BUILDING. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (CADET, ''>fid.) TO BE PROVIDED. '""'`V.. 4.`- �?,ANSION J(ONT5 @ 30'-0" O.C. VERTICALLY (MAX.) AND AT INTERSECTIONS. (REV. 9/03) 9- NO MATERIALS OF ANY KIND SHALL BE USED UPON THE WIORK UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE OWNER. ALL 8- THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER-•PRf�'{KTION`AAI:1V.�.::.5HALL MAKE ALL REP.AK{-:5• ` MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION. WITHOUT COST TO THE OWNER. PLUMBIt1C: PIt�fE'S: 10- ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. 9- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE CAUSING NO DAMAGE TO WORK:TD REMAIN: ::DEBRIS'ATff1"RUBBISIa:SNALL NOT'f3i ::. I. ALL PLUMBING, WORK SHALL BE IN STRICT CONFORMANCE WITH A STATE AN 11- ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STATED IIN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. •• •• "' ALL T TE D LOCAL CODES. •••• 2. NOT WATER HEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F. INCLUDED IN THE CONTRACT. 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE AND PROTECT AQ&T DANA rE DURING:D.O.T- LITIQN OPERATION5.....7.'.7: .::. PROVIDE NOT AND COLD WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS, EXCAVATIONS AND SUBSURFACE 501L CONDITIONS 4. PROVIDE INSULATION ON ALL NEW PIPING AS REQUIRED BY CODE. .... .......... ..:. CODE COMPLIANCE 5. REMOVE AND RELOCATE ALL EXISTING PIPING AS REQUIRED TO ASSURE THE PROPER EXECUTION OF THE WORK. I- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BUILD IIN COMPLIANCE WITH ANY AND ALL APPLICABLE NYS RESIDENTIAL BUILDING I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE SITE AND SAVE FOR REDISTRIBUTION. THE CQ....M. OR SHALL CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS, THEN REMOVE ALL EXCESS EARTH FROM THE SITE. 6. BELOW GROUND WASTE LINES SHALL BE X.H.C.I. PIPING. 2- PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFY 'Tf}F FfONS OF ALL BELOW GRADE UTILITI `:'. .A-TER AND SER E LINES, 7. POTABLE LINEES SHALL BE TYPE "L" COPPER. EQUIPMENT, APPLICATIONS / INSTALLATIONS, THE PROPER 5E:QUENCE OF TRADES AND PHASES OF CONSTRUCTION, FILING PROCEDURES, AND ...:. t7.W.::::•::.. GENERAL ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY DRYWELLS SEPTIC SYSTEMS AND ANY OTHER FACILITIES. 8. THE PLUMBINIG CONTRACTOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY SITE CONDITIONS ✓C E I KNOWN THAT ALL 3- ALL EXISTING FILL, ROOTS AND OTHER UNSUITABLE BEARING MATERIAV.:-SHALL BE REMOVED AND FOOTINGS•�A 1 l D"TO THE BOTTOM OF REQUIREMENTS {PERTAINING TO THERETO (IE. RELOCATION, UPGRADING ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIIES THAT MAY BE AFFECTED BY ITS ALTERATION. B T K SUCH EXCAVATION. WORK. NOTES AND SPECIFICATIONS SHOWN HEREIN WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES, ARE RECOMMENDATIONS OF THI5 OFFICE 4- ALL FOOTINGS SHALL BEAR ON VIRGIN SCfL HAVtN1G:A MINIMUM BEARING CAPACfY:3.000 POUNDS. CONTRACTOR TO ALERT ARCHITECT IF q. SANITARY DISPOSAL SYSTEM SHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DE51GN AND INSTALLATION. AND ARE SUBJECT TO CHANGE AS PER ANY GOVERNING AGENCIES AND REPRESENTATIVES THEREOF, ANY DISCREPANCIES WHICH MAY ARISE i 7 THE OWNERS SUIRVEYOR SHALL BE RESPONSIBLE FOR DESIGN LOCATIONS of THE FACILITIES AS WELL AS OBTAINING ALL PERMITS BETWEEN THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCHITECT'S/REPRES./REPRES. ATTENTION BEFORE EXCAVATION CONDITIONS DIFFER. 5- IN THE EVENT THAT THE CONTRA T'F DISCOVERS C ' %-.SILT, OR OTHER:::SOIL, TPF-::QNTRACfiTQ ::`:� ALL COORDINATE A TEST BORING IN OR APPROVALS. THE COMMENCEMENT OF WORK IN QUESTION. 10, CONTRACTOR. SHALL PROVIDE HOT WATER BASEBOARD HEAT THROUGHOUT AT PERIMETER WALLS UNLE55 OTHERWISE NOTED. A COMPLY WITH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE NEW YORK STATE ENERGY ACCORDANCE WITH THE OWNER:;;✓:;•.CONTRACTOR AGREEMENTTo VERIFY.:.-.THE PREMSED M11AI:INIM BEARING CAPACITY. 2- EACH CONTRACTOR SHALL PL , """"' 11. WATER MAIN MUST BE 7'-0" AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-0" DEEP.12. IN BEARING WALLS OR ......... ... ..... CONSERVATION CODE FEDERAL O.S.H.A. AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION INSOFAR AS APPLICABLE 6- ALL EXTERIOR FOOTINGS SFfi{�t :$E A:.f Ll�th�1111 OF 3'-0" BELOW'GRI }E;.UNLES ::ANTED b1:I:: RWISE IN PLANS. TO NIS PORTION OF THE WORK. CONCRETE d FOUNDATION`1�QTE5: PARTITIONS, NO, STUD IS TO BE CUT MORE THAN I/3 ITS DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK. ...... ::•:: 3- NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK IN I- PERFORM REWIRED ALTERATIONS':'�;f3:::EXISTING CONCRETE. NEW WORK`W� TALLED`ADJACENT TO AND CONNECTING WITH PRESENT WORK (REV. 9/03) ACCORDANCE WITH ALL STATE AND LOCAL CODES. SHALL MATCH EX1 ;1}AIG. Ji�.I.NTS..BETR-W NEW ANp::EXI5TING WORK SHALL•8:� -ROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS CARPENTRY NOT ES: ......"*. . .. . .. .... PERMITS, INSPECTIONS AND APPROVALS AS REQl1ffL;.: : :::;•.. :: . I- ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF A 2-..ROOTING ;AT DIFFERENT LEVE. .5 SHALL::B�E STEPPED SO THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT SINGLE STUD RIDTH. ANY STUD MAY BE BORDED OR DRILLED, PROVIDING THAT THE DIAMETER OF THE RESULTING HOLE 15 NO I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHITECT AND THE OWNER, THE OWNER SHALL PAY FOR AND THE CONTRACTOR SHALL rk-l':EI�-.A 5LbPE OF ON -URTfCAL T0:T'W::: R-JZi9XTAL OR DEPENDENT UPON LOCAL GOVERNING CODES, WHICHEVER IS PREVALENT. GREATER THAN X40% OF THE STUD WIDTH THE EDGE OF THE HOLE 15 NO CLOSER THAN 5/8" TO THE EDGE OF THE STUD AND OBTAIN A BUILDING PERMIT FROM THE VILLAGE, TOWNSHIP OR GOVERNING MUNICIPALITY PRIOR TO STARTING ANY WORK. 3- CbING ETE FOUNDATIONS SHALL BE POURCD"'M..I...KN SLY. IF POUR IS INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. THE HOLE IS N07 LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. A STUD MAY BE BORED TO AS DIAMETER NOT 2- THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS, PERMITS CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC. FOR;;•:...::... ORIZORT. L::•.JOINTS ARE NOT PERMITTED. EXCEEDING 60% OF ITS WIDTH, PROVIDED THAT SUCH STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED •• I N THEREOF.WORK PERFORMED FROM AGENCIES HAVING JURISDICT0 T EER -:;:4-.*.4VERIFY DIMENSIONS AND LOCA�iON5 OF SLOTS, PIPE SLEEVES, INSERTS, ANCHOR BOLTS, ELECTRIC CONDUITS, ETC. AND THAT NOT FORE THAN TWO (2) SUCCESSIVE STUDS ARE BORED . APPROVED STUD SHOES MAY BE USED WHEN INSTALLED 3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESENTATIVE OR FOREMAN PRESENT, WHO SHALL FOLLOW WITHOUT DELAY ALL k:5:" QUIREff"FOR TRADES B�Tbk-E PLACING CONCRETE. INSTRUCTIONS OF THE OWNER OR NIS/HER ASSISTANTS IN THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THIS::::::;::.. IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMNEDATION. 5-"A':COVETE BLOCK FOUNDA'f'QC`:bJ1 LL, SHALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES, CONTRACT, AND SHALL HAVE FULL AUTHORITY 70 SUPPLY LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR SHALL`AGS HAVE"A-'..-'.:.-`,.-..::::::::.... 6- FOR CRAWL.SPACES BASEI7ENT5`'�A0.-.FLiARS ANCHOR BOLTS SHALL BE 5/8" DIA. WITH MINIMUM EMBEDDMENT OF 18" FOR MASONRY 2- WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD-BEARINGWALL COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHIONE MESSAGES AND PROVIDE A REASONABLE REPLY AS.SOON A5-*:P*OSSIBLE, ..:..;:... ;;'.��;�. ' .:WALLS AN)?.7 FO .::POURED CONCRETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM CORNERS AND NECESSITATING OTTING, DRILLING, OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH, A GALVANIZED METAL BUT NOT LATER THAN 24 HOURS. 6" FROM`: N .-.CONDITION5 AND::6PACED THEREAFTER A MAX. 48" O.C• FOR SINGLE STORY STRUCTURES AND 3'-0" O,C, FOR TWO STORY TIE NOT LESS TITAN 0.054" THICK AND I-I/2" WIDE SHALL BE FASTENED TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 4- THE CONTRACTOR SHALL AT ALL TIMES PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FACI�I1IES.7, FN�:;JNSPEC7fQJl.k:.7* STRUCTURI•S?:AND'23 �C FOR:THREE STORY STRUCTURES. NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR FOUR 16d NAILS SAT EACH SIDE OR EQUIVALENT. OF ALL PARTS OF THE WORK. GREATER THAN:::'�J2 5HA•., BE CONSIDERED THREE STORIES. 5- THE CONTRACTOR SHALL POST THE PERMIT ON THE JOB SITE AS PER BUILDING CODE REQUIREMENTS;1.,.N:.AN CCAfSPICUOU5** LACE' 7- FOR SLABS" }:;:CxRAD AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL, ANCHOR BOLTS 3- THERE SHALL BE NO BACKNAILING OF STUDS, RAFTERS AND JOISTS. ALL FRAMING BE FASTENED AS PER RCNYS CHAPTER 6, SHALL BE 5/8" DIA:'�WITH MINIMUM EMBEDMENT OF 18". THERE SHALL BE A MINIMUM of TWO BOLTS PER SILL, MAX. ONE FOOT FROM SECTION R602, SND TABLES R602.6.3(1). PAYMENTS TO THE CONTRACTOR ,:.%7.1.1.7..' :::::... CORNERS AND 6"•FROM END CONDITIONS, AND SPACED THEREAFTER A MAX. 33" O.C. . 5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER, THE CONTRACTOR SHALL DELIVER TO THE OWNER ANT:?WAIVER OR R�:±nASES`'OF 8- PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT FIREPLACE NOTES: ANY LIENS ARISING OUT OF NIS CONTRACT FOR WORK COMPLETED AS OF THE DATE OF THE REQUEST FOR PAYMENT. ::::.PLUMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. 6- THE CONTRACTOR SHALL ALSO FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS BILLS FOR•.i )R, MA tAL5 *:.":4-.NINIMUM COMPRE551VE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: I. FIREPLACE COtVSTRUCTION SHALL COMPLY WITH SECTION 7813,5p OF N.Y. STATE ECCC, WITH A MAXIMUM OF 20 CFM AIR AND EQUIPMENT, AND OTHER INDEBTEDNESS CONNECTED WITH HIS WORK FOR WHICH THE OWNER OR HI5 PROPERT.T.-:V1GHT IN''•ANY Wik�::-U A) FOOTINGS, PIERS, FOUNDATION WALLS: F'C = 3,000 P.S.I. STONE CONCRETE. INFILTRATION LD`SSES WITH DAMPER IN CLOSED POSITION 2. FIREPLACE UNIT SHALL BE PROVIDED WITH 150 CFM OUTSIDE AIR INTAKE DUCT (DAMPERED). RESPONSIBLE HAVE BEEN PAID OR OTHERWISE SATISFIED. B) SLAB ON GROUND: F C = 2 500 P.S.I. CONCRETE. 3. FIREPLACE TO!BE "SUPERIOR" MODEL WITH OPTIONAL GLASS DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED. C) SUPERSTRUCTURE SLAB: FC 3,000 P.S.I. CONCRETE. 4. FIREPLACE SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. INSURANCE AND WARRANTIES ,.``' D)3500 P.5,I.,MIN.COMPRE551VE STRENGTH OF CONCRETE FOR GARAGE SLAB. I- EACH CONTRACTOR AND SUB-CONTRACTOR SHALL SUBMIT IPROOF OF INSURANCE WITH A COMPANY 1455 ED BY THE STATE OF..-:NEW YORK E)CONCRETE TO BE 5 TO 7� AIR-ENTRAINED,PER R 402.2 OF RCNYC 5. PROVIDE METAL WALL SHIELDS ON BOTH SIDES OF FIREPLACE OPENING (SUPERIOR W540 OR EQUAL). HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN THIS BID PACKAGE IN THE AMOUN.5 ANff:�Pf::R.IODS 5ATI5FACTIORY TO THE 6. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN 15'-O" OR LE55 THAN 2'-O" ABOVE ANY 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. OWNER. THE PROOF OF INSURANCE SHALL BE AS FOLLOWS: COMMERCIAL GENERAL LIABILITY.,. CON'f,.,RACTUk:PERSONAL INJURY, 11- CONCRETE: WORK INCLUDED: COMBUSTIBLE PART OF THE ROOF WITHIN 10'-O'. AUTOMOBILE LIABILITY, MEDICAL PAYMENTS AND UMBRELLA LIABILITY. FAILURE TO SUBMIT CERTIFICATE Or:'-1 JRANCE MAY CAUSE YOUR (REV. 9/03) BID TO BE DISQUALIFIED. ;' A) ALL FOOTINGS FOUNDATIONS, STEPS PLATFORMS ETC. AS PER DRAWINGS. 2- OYSTER BAY DRAFTING AND THE OWNER SHALL BE AMONG THE NAMED INSURED. `_QPIE5: >-- u>`f�f IFICATES`SHALL BE PROVIDED TO ALL B) ALL CONCRETE SLABS. PARTIES PRIOR TO THE COMMENCEMENT OF ANY WORK. C) ALL OTHER WORK AS REQUIRED BY DRAWINGS. .::• 3- THE CONTRACTOR, IT'S AGENTS SERVANTS AND EMPLOYEES SHALL;JNDEMNI.. AND HOLD HARMLESS THE OWNER AND THE ARCHITECT D) SET ANCHOR BOLTS, AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAI(7�;::T}A(�A.U5 LOSSES ARO.X•EX•PENSES INCLUDING ATTORNEY'S FEES REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNIGIPALITY AMENDMENTS: SHEET TITLE }.................., 12- DAMP PROOFING: WORK INCLUDED: � � CUSTOM HOME ARISING OUT OF RESULTING FROM THE PERFORMANCE OF THE WORK. A. ALL SURFACES TO BE DAMP PROOFED SHALL BE DRY, CLEAN 4 SMOOTH FREE OF DUST, # DATE: BY: DATE: BY: DATE: BY: Q� �� Iln NOTES 4- IN ANY AND ALL CLAIMS AGAINST THE OWNER OR THE AR�CJ41TECT OR ANY`'l�i::±:HEIR AGENTS OR EMPLOYEES BY ANY EMPLOYEE OF THE DIRT, VOIDS ( CRACKS 4 SHARED PROJECTIONS. 1 12.31.14 START OF PRELIMS N.N. I 1 08.07.15 COORD. A5-BUILT. N.N. R_ �� ° PROJECT NAME .♦ �,' NAOUM RESIDENCE CONTRACTOR OR SUB-CONTRACTOR, ANYONE DIRECTLY.;OR It�Ck�:�GTLY EMPLOYEI......'`ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF B• ALLOW 24 HOURS PRIOR TO BACKFILLING. 2 2 2 12.2q.15 COORD. AS-BUILT. N.N. A _ ;,,.. �I THEM MAY BE LIABLE, THE INDEMNIFICATION OBLIGATION:.UNDIER'T"I:W::PARAGRAPN'SHALL NOT BE LIMIT IN ANY WAY BY ANY LIMITATION ON C. APPLY MASTIC EMULSION ONLY WHEN TEMPERATURE IS 40 DEGREES F RISING IN DRY 3 S 3 377 BITTERSWEET LN.; GUTGHOGUE; NY; II�35 b a!:. I THE AMOUNT OR TYPE of DAMAGES, COMPENSATION OR::I�€NEFITS'`PAYABLE BY OR FOR THE CONTRACTOR OR SUB-CONTRACTOR UNDER WEATHER. 4 q `� • ' OYSTER iJA ( DRAFTI NCS SHEET NO. WORKER'S COMPENSATION ACTS, DISABILITY BENEFIT AC�t :::nR ANY OTHER EMPLOYEE BENEFIT ACTS. D. APPLY CELOTEX TROWEL MASTIC OR APPROVED EQUAL ON ALL FOUNDATION WALLS BELOW s s s d� AND ARGH I TEGTURE, P.G. DATE: 12/2014 �To�� • GRADE AT BASEMENT 4 CRAWL SPACES) MASTIC SHALL BE APPLIED AT THE RATE OF • 1 1ld ,I "' `^{. ' 5r-ALE: AS NOTED of 11 0 "� 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 1/8" THICK NET. 6 6' 6 � ``� °° `�` (516) cf22-5,5[76 (FAX) X122-6255 BY: N.N. c 7 -7 WEB: WWW.OYSTERBAYDRAFTING.GOM EMAIL: ARCHITECT®OY5TERBAYDRAFTING.GOM �oB No: 14205 Q / I Y Y ' -001 ,/ 0000' LS) 000, 10 PROP. AREA TO BE CLEARED o - /� \ \ PROP. CONC. STOOP ` 4 STEPS (57.0 SF O \ PROP, 60 X 2'DP, DRYWELL o/ PROP, IST FLR• (1,472.0 SF) C2, ��\ � PROP. 2ND FLR (1,472.0 SF) \ \ PROP. (2) A/C UNITS ` PROP. PROPANE FIREPLACE 9 0 ------------ " PROP. CONC. STOOP 4 STEPS (116.7 SF) PROP. GRAVEL DRIVEWAY -/ \ PROP. 8'0 X 2'DP• DRYWELL s PROP. WX 16' IN-GROUND POOL 0 (576 SF) (APPROX, 2,816 CF) \ fib '. 0 \ .?v, PROP. (1) PROIPANE TANK ' k PROP. 1,500 GAIL. SEPTIC TANK: �\ �. ^y`>'�l F'�L;,A.►2q.a �X, T��; - MIN. 5' FROM PROPERTY LINE CONTRACTOR TO INSTALL - MIN. 10' FROM DWELLING \ ti xr x,YYY.00 "TRINITY WALL 5`(5TEM" RETAINING WALL A5 PER PROP. LEACHING POOLS: o__ \ \ i = , - MIN. 10' FROM PROPERTY LINE N I GOLOGK MANUFACTURER I � \ q•q6 `'� \ ` - MIN, 20' FROIM DWELLING \ ' � '\ �e�' •`� 5PEG I F I GATI ONS - MIN. 8' FROM SEPTIC TANK O��` 't \ - 0 MIN. 10' FROM OTHER LEACHING POOL t-r► i\� �\ �'� �\ \ \ ZONING CALCULATIONS PROP. FUTURE 50z EXPANSION POOL I 75.10 1 1 i A CALCULATIONS REQUIRED PROPOSED PLOT PLN LOT AREA LA SEE PLOT PLAN - SF 571685.2 685. SF SCALE:I" _ 20' �� oo �o .- ti \ �, BUILDING AREA: THIS IS AN ARCHITECTURAL SITE PLAN BASED - � PRINCIPAL BUILDING SEE BLUEPRINTS - SF 1,472.0 SF ON INFORMATION SHOWN ON A SURVEY PROP, STOOPS SEE BLUEPRINTS - SF 173.7 SF ZONE. PERFORMED BY NATHAN TAFT CORWIN III, LICENSED LAND SURVET(OR TOTAL BUILDING AREA BA II 537.14 SF I6 57 SF SECTION: 104 DATED: 07.25.Igg (REV 02 O6. 007) � , (REV. ADD NEW HOUSE 02.12.2015) I \ / \ A / A x 100 20,0 % 2.85 % BLOCK: Q2 , � OF LOT COVERAGE B L FLOOR AREA: 1-OT: "7.4 15t FLOOR AREA SEE BLUEPRINTS 1472.0 SF 2nd FLOOR AREA SEE BLUEPRINTS 11472.0 SF AREA: 517ka5ha 5F 278. 31 LIVABLE FLOOR AREA SF PER DWELLING 850.0 SF 2 844.0 SF ---"—'-"— (1.324 AGS � _ _ ---- -- ------------------ FRONT YARD SETBACK SEE PLOT PLAN 50.0 FT 50.0 FT ��-------- a5° a6' 0011 W REAR YARD SETBACK SEE PLOT PLAN 50.0 FT 80.06 FT 5 SIDE YARD SETBACK: SIDE YARDS SEE PLOT PLAN 15; 20 FT 50.0; 130.85 FT AGGREGATE ISEE PLOT PLAN 35.0 FT 180.85 FT NOTE: SEPTIC DR) HELL. BUILDING HEIGHT SEE ELEVATIONS 35.0 FT 33.33 FT SYSTEMS TO BE DES I C7NE;D $ APPROVED BY OTHERS► RE\,/ISIONS TO PRELIMINARY DRAKN65: REVISIONS TO F=INAL DRAWINGS: MUNICIPALITY AMENDMENTS: , SKEET TITLE CUSTOM HOME `.�;. " Ts Ilu ZONI N6; PLOT PLAN # DATE: BY: � DATE: BY: # DATE: BY: w''a "`�/" . <� � D 1 12.31.14 START OF PRELIMS N.N. II 1 06.07.15 COORD. AS-BUILT. N.N. ,5 �p �`+��" ' ~d �D PROJECT NAME 2 2 2 12.29,15 COORD. AS-BUILT. N.N. ' `� °,, ► --,IA �d NAOUM RESIDENCE 3 s 3 1 ;�*' '' _,:. �� 377 BITTERSWEET LN.; CUTCHOME; NY; 11135 41 1 z4I OYSTER BAY DRAETIN(5 SHEET NO. 5 AND ARGHITEGTURE, P.G. DATE: 12/2014 1V�Q➢ SCALE: AS NOTED d 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 OF (516) ci=-5g76 (FAX) -i22-6235 BY: N.N. Q� WEB: WWW.0Y5TER5AYDRAFTING.G0M EMAIL: ARCHITECT@OY5TERBAYDRAFTING.COM JOB NO: 14205 Q FRAMING DETAIL FOR HURRICANE TIES t NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL: TABLE 3.1 NAILING SCHEDULE NUMBER OF NUMBER OF JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE TOE-NAILED SEE TABLE 3AA SEE TABLE 3AA PER RAFTER CEILING J015T TO TOP PLATE TOE-NAILED SEE TABLE 3.4A) (5EE TABLE 3.4A PER JOIST CEILING J015T TO PARALLEL RAFTER FACE-NAILED 5EE TABLE 3.qA SEE TABLE 3,qA EACH LAP CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 5EE TABLE 3,9A SEE TABLE 3.qA EACH LAP COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 30SEE TABLE 30PER TIE NEW 10'TH PC. FNDN. WALL BLOCKING TO RAFTER TOE-NAILED 2- 8d 2- IOd EACH END (3000 P51 MIN,) TO BEAR ON RIM BOARD TO RAFTER END-NAILED 2- 16d 3- 16d EACH END UNDISTURBED 501L MIN, 36" WALL FRAMING BELOW ADA, GRADE; ADE TOP PLATE TO TOP PLATE FACE-NAILED 2- 16d 2- 6d' PER FOOT PARGE COAT ABV. GRADE TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16d 5- 16d JOIST - EACH SIDE STUD TO STUD FACE-NAILED 2- IW 2- 16d 24" O.C. HEADER TO HEADER FACE NAILED 16d 16d 6' O.C. ALONG EDGES 2'-0" 6'-411 141-0" 27'-8" TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 3.5A SEE TABLE 3,5A PER STUD BOTTOM PLATE TO FLOOR JOI5T, BANDJOI5T, 2- 16d'' 2- 16dt' PER FOOT — — — — — — — — — — — — — — ENDJOIST OR BLOCKING FACE-NAILED — - - - - - - - - - - - - FLOOR FRAMING .• J015T TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- 8d 4- Od PER J015T BRIDGING TO JOIST TOE-NAILED 2- 8d 2- IOd EACH END BLOCKING TO J015T TOE-NAILED 2- Sd 2- Od EACH END NEW BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 6d 4- 16d EACH BLOCK UNEXCAVATED B LEDGER STRIP TO BEAM FACE-NAILED 3- 16d 4- IW EACH J015T - NEW 4"TH PC SLAB W/ 6X6 141.4x1.4 JOIST ON LEDGER TO BEAM TOE-NAILED 3- 8d 3- IOd PER JOIST `r 6 rG BAND J015T TO JOIST END-NAILED 3- 16d 4- IW PER JOIST co OVER 6 MIL. POLYETHYLENE VAPOR 3 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2- 6d 3- 16d PER FOOT BARRIER ON 4" GRAVEL BED t COMPACTED SOIL WELL-TAMPED A PROP, WASTE ROOF SHEATHING G IN 12" LAYERS 5 PIPES / C.O. PROP, 4' W PC, STRUCTURAL PANELS 8d IOd SEE TABLE 3,10 3 r------------------------- / — � 4'-0" APRON DIAGONAL BOARD ��SH SHEATHING n ----- -------------------------- ----- I X 6 OR I'X 8 2- 8d 2- IOd PER SUPPORT ,I O `---- O° O O , . O A I '0 . O •0. >'0.1 1 , . ,O. p O I 0 1 I. Ill. I- I X 10 OR WIDER 3- Sd 3- IOd PER SUPPORT ----- - ---------------- -------------- --------------------- - -------------- ---------- _ o CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 0" FIELD WALL SHEATHING CN a`' NEW 1 i I i I STRUCTURAL PANELS 8d IOd SEE TABLE 3.11 r -- W �e II ` FIBERBOARD PANELS - 3 Z 3 o GARAGE I; 14 7/16' 6d ' - 3' EDGE / 6' FIELD -PROP, PC, PROP. % i `; NEW 36'HT, WD. HANDRAIL; " Lu NEW 4"TH PC SLAB I i I DEPRESSION 25/32' 8d ' - 3' EDGE / 6' FIELD URNAC 2ND FLOOR o o 4" O.C. MAX SPACING o ._ W/ 6X6 W1.4x1.4 OVER I i 4 I GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 0" FIELD —————————— z BETWEEN BALUSTERS ALL NEW 3�" m STL, 6 MIL. POLYETHYLENE I I+' I - HARDBOARD 8d Sd SEE TABLE 3.11 3 p 3 IT DRYER a �l NEW RAILINGS TO COMPLY W/ NYS LALLY COLUMN TO z VAPOR BARRIER ON - Q n -� - n II PARTICLEBOARD PANELS 8d Sd SEE MANUFACTURER 4 Y4 UN—FINISHED u— co BUILDING CODE BEAR ON 30 X 30 X , q GRAVEL BED t O i CELLAR x 18"DP, PC, FNDN, a COMPACTED SOIL WELL- II n '� DIAGONAL BOARDnSNEATHING p ' LL = a 761# � CD 1 a+ I I X 6 OR I X 8 2- Sd 2- IOd PER SUPPORT NEW 4"TN PC SLAB W/ 6X6 141,4x1.4 OVER 3 TO BEAR ON TAMPED IN 12' LAYERS I z TL = 14 125# UNDISTURBED 501L LL' I I I I'X 10" OR WIDER 3- Sd 3- IOd PER SUPPORT 6 MIL. POLYETHYLENE VAPOR BARRIER ON LINE OF Z I I I I WALL SHEATHING PROP. i 4" GRAVEL BED t COMPACTED SOIL WELL- LL = 21872# I5T FLR, IST FLOOR o TAMPED IN 12" LAYERS TL = 5,330# ABV. LL = 5, 5'- TL = q' 15'-10" N STRUCTURAL PANELS I OR LE55 8d IOd 6 EDGE / 12 FIELD r STOVE FIREPLACE , I I GREATER THAN I' IOd Ibd 6' EDGE / 6' FIELD 3 I i r I i i i n, DIAGONAL BOARD SHEATHING _ NEW W 12X50 STL, W-BEAM _ I_ --- ----NEW*�X5(�STL,W- 1£AM _ _ _ - _ NEW W 12X50-STL,W_-BEAM--_- -- n n n ^ 6 i o (8 0 12� (09 ,I"r------------- i i ( o I X 6 OR I'X 8 2- 8d 2- IOd PER SUPPORT LL = 3 6913# I 3 o I 1 "' o I'X 10' OR WIDER 3- 8d 3- IOd PER SUPPORT _ — I- - - II _ pl _ III C ( IIII I " v I I I m L NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C.AT THE PANEL EDGE. IF WALL 5HEATNING 15 NAILED 3'O.C.AT TOE PANEL EDGE TO OBTAIN -- -------- 8 -I I I I I I I I I Li I I I I TL - 7 b98# ! I ! � I I I I ! I I I I W I lV f'''- I I HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SMALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATE5, SHALL I I 3 O I I I I '�E I P I !I 1 I v BE USED TO MAINTAIN THE LOAD PATH. V 3 (I 3 II PROP. 6 n i— v PROVIDE (1) LAYER I I r I 6 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. �� CELLAR NEW 3 k 0 5TL, u� •- w I V I = O' v 1- I 5tIT1I. GWB ME d 1 3, CORRO51ON RE515TANT II GAGE ROOFING NAILS t 16 GAGE STAPLES ARE PERMITTED CHECK IBC FOR ADDITIONAL REQUIREMENTS, URNAC LALLY COLUMN TOI % _ -� Z �S PROP, PC, J NOT WATER NEATER o 3 ) HR RATED BEAR ON 30'X 30'X 3 �_ _ - — E N Q LL = 2,23a# O�j�E�j i I; I DEPRESSION FsALL LOAD PATH5 FROM FOUNDATION TO ROOF ARE CONTINUOUS t AT EVERY WALL STUD $ VIP. PC. FNDN. _ FJ; TECO'D I I , I_, �? is ' _ _ _ w TL = 3 698# OF ENTIRE GARAGE I g 1 6 s' TO BEAR ON z N �I LL - 74M i- W � s ° L :9 ? UNDISTURBED SOIL Il- a— `I — - TL = 1238# n I I tea~ I- zTO d'- - � - # � m LL = 3,637# PROPOSED GAS RISER DIAGRAM - "�� co _ _ _ LL 2 5 z 3 TL 6 345# SCALE:NTS N d, LL = 3,720# I - �I TL = 3, 57174 I I I ? I I MASONRY CONTRACTOR x m TL = 6 440# I- — — — _'_ TO V.I.F. EXACT MASONRY 5/6" I.D. HEX NUT W/ 3 °G L JJ 2X 1 i l m OPENINGS FROM PASSAGE n n Z . J; TECO'D o NEW — — — — — I' ' VENT DIRECT DOOR 4 GARAGE DDDR 5/8 BOLT+ 1/16 (FOR SIZE OF LOCK WASHER- TYP, LL = 939# I LL = 939 O - - - - HOLE o o ��' � I M ECH, -� I I+, MANUFACTURERS SIZE 5/6" 0 ANCHOR BOLT TL = 1,426# ;fl o ( TL = 1,4216# �ti� I o = PROP, PC. REQUIREMENTS PRIOR TO rz o - 11 'o W ? w I u, ��` (I 1 N DEPRESSION SETTINGS FORMS 4 Ll=X084# 30 G LL = 4,228# 15 6n �' 1 -� - �__ - BEARING PLATE _ L ___ TL = 6�425# _ CN m 3 - i POURING CONCRETE - , -- ------.-------,-- 3 Z Z 4 ---- --- --------- ---- ��, rG o ' o d' o a o � 3-8 0 1� ,o o d 1 I I 'o e •o• `o t (2) 2X6 ACO SILL -- -------- ------ G /------------------- --- ----�I L------- ---------------r-- Ir--------- ' - `• . ' � • •' •• •° r • .I I' �� ` _ PLATE ' NEW 12'TH PC FNDN, WALL (3000 PSI CONC. FOUNDATION 3 G o a• o o I. .o : e ,' Po�t MIN.) W/ 24'X 12"DP, FTG. TO BEAR ON = o° NEW 12'TH PC FNDN. WALL (3000 PSI — WALL MIN. W/ 24'X 12'DP. FTG. TO BEAR ON 3 1 JNEW 10"TH PC, FNDN, WALL UNDISTURBED 501L MIN, 36" BELOW ADJ, o ° o o ° PROVIDE (1) LAYER GRADE; i CORNER STUD UNDISTURBED 501L MIN. 36" BELOW ADJ. (3000 P51 MIN.) TO BEAR ON o ° 8" EMBEDMENT • ' CONNECTED TO GRADE; CONC. PARGE COAT ABV. GRADE UNDISTURBED 501L MIN. 36' �s"TH, GWB TYPE-X 3" °° o , o ° TRANSFER SHEAR TROWELLED 40 MIL. (IMM) POLYMER- L o BELOW ADJ, GRADE; CONC, ON WALLSONE I MR Ft CEILLIIN ED UPPER 12"ROF P NWALL CONT, IN PARGE COAT ABV. GRAD G 6q LBPS I/2 MODIFIED ASPHALT WATERPROOFING A THRU-OUT • 2-16d COMMON BELOW GRADE AS PER SEC. R406.2 OF 5 - STIRRUPS (TYP.) NAIL AT 6" O.C. THE 2010 RES. CODE OF NYS. — — — — — — — — — - (1) 97 REBAR VERT. P 36' O.C. NCNOR BOLT + BEARING PLATE DETAIL 2' B" — — — — —10=-8i° — — — — • " SCALE:NTS -SIMPSON STRONG-TIE I. - (2) #5 REBAR HORIZ, CONT, IN HOLDOWN t TENSION 16-0 161-019161-01LOWER 12" OF PC. WALL TIE 5 481 4I4 GA) (144-51)5 y2 X B NEW CONC, PARGE COAT ABV. GRADE EMERGENOY ESCAPE 4 RESGllE 2 2" SCREWED TO MIN. UNEXCAVATED TROWELLED 40 MIL. (IMM) POLYMER- t�' DBL. STUD) (%11 0 ALL 6 NEW 4"TH PC SLAB W/ 6X6 141.4x1.4 MODIFIED ASPHALT WATERPROOFING �� '`�I�GS 4 k2`0 THRU BOLTS THREAD ROD FROM 2ND OVER 6 MIL. POLYETHYLENE VAPOR BELOW GRADE AS PER SEC. R406,2 OF (PER SEG. 8310 OF THE-2010 RESIDENTIAL CODE OF NYS) FLR. TO IST FLR. BARRIER ON 4" GRAVEL BED THE 2010 RES, CODE OF NYS, POST CORNER POST BELOW) COMPACTED SOIL WELL-TAMPED - EMERGENCY ESCAPE 8 RESCUE OPENINGS SHALL OPEN & CORNER, END WALL, It I OST IN 12" LAYERS DIRECTLY INTO A PUBLIC WAY, OR OPEN TO A YARD OR COURT ��\\ •�• THRU�BOLTS HOLDOWN FROM FLOOR TO TYPICAL OF EACH RIGHT THAT OPENS TO A PUBLIC WAY. ANGLE ALONG PERIPHERY OF NEW 3 "� n n - WHERE EMERGENCY ESCAPE 4 RESCUE OPENINGS ARE FLOOR TYP. IST FLOOR TO 2ND FLOOR LALLY COLUMN PROVIDED THERE WILL BE A 44" MAX HT. TO SILL ABOVE THE 30"x30"xl8"d PC FOOTING (3000 psi MIN.); (3)95 CORNER STUD / FLOOR, REBARS 12"O.C. IN 2 %"� CONNECTED TO --SEE DETAIL 'F" EA. DIRECTION THRU BOLTS 00 TRANSFER SHEAR FOUNDATION PLAN CONTRACTOR TO INSTALL -- / - ALL EMERGENCY ESCAPE � RESCUE OPENI NG5 SHALL HAVE A MIN. NET CLEAR OPENING AREA OF 5.7 SF. ' 2-16d COMMON a _ I "TRINITY WALL SYSTEM" j „ SCALE: I/4 - 1'-011 TYPICAL OF EACH RIGHT -� NAIL AT 6 O.C, RETAINING WALL AS PER - ALL EMERGENCY ESCAPE $ RESCUE OPENINGS SHALL HAVE ` ANGLE ALONG or, n` "NIGOLOGK" MANUFACTURER / �1 FOUNDATION TO STHFLOOR' A MIN. NET CLEAR OPENING HEIGHT OF 24 INCHES. ' 51MP50N STRONG-TIE SPECIFICATIONS TI \ HOLDOWN d TENSION /-5EE DETAIL G - ALL EMERGENCY ESCAPE 4 RESCUE OPENINGS SHALL HAVE TIE NDU5-SD52.5 #14 II A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. GA. (14-5D5� X 2 �: "� ANCHOR BOLTS �' SCREWED TO MIN. DBL. Uzb MIN. 52" EMBEDMENT STUD) (%11 0 ATR. REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE CUSTOM HOME SET IN ACRYLIC TIE ADHESIVE ANCHOR BOLT MIN. 5 211 # DATE: BY: # DATE: BY: DATE: B(: +'�` `: :° �� Ilu FOUNDATION PLAN OL2 STEEL LALLY COLUMN CONNECTORS EMBEDMENT SET IN 1 12.31.14 START OF PRELIMS N.N. 1 1 08.07.15 COORD. AS-BUILT. N.N. t� X15 A4.4 �° PROJECT NAME NAOUM RESIDENCE LALLT COLUMN CAPS AND BASES TO BE ENGINEERED ACRYLIC TIE ADHESIVE) 2 2 TO RESIST AN UPLIFT OF 8000 Ibe PER CONNECTION 2 12.29.15 CHORD. AS-BUILT° N.N. + ,''`_`' "� THIS DETAIL 15 THEREFORE SUBJECT TO CHANGE _ 3 �> 3 d _{; /�� 377 BITTERSWEET LN.; GUTGH06UE; NY; 11155 0 CORNER HOLDOWN TO FOUNDATION4 4 4 s - OYSTER BAY DRAFTING 5HEET NO. AND ARCHITECTURE P.G. DATE: 012015 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: A5 NOTED OF 7' .7 �•. (516) ci22-5ci-76 (FAX) X122-6235 BY: N.N. Q WEB: WWW.OY5TERBAYDRAFTIN6.GOM EMAIL: ARGHITEGT®OYSTERBAYDRAFTIN5.C.OM JOB NO: 14205 Q� „,,—NEW Y4' PLY. 5MOKE ALARM l$ GENERAL GLAZ I N&: GENPRAL BATH NOTr-: 5TA I RGA5E REEQU I REMENT5: WALL LEGEND WD. SUB-FLOOR CARBON MONOXIDE L 1 GHTI NG (PER SEG. 8308.1 OF THE 2010 (PER SEG. R311 OF THE 2010 RESIDENTIAL CODE OF NYS) (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) - -NEW 2X12 FJ @ RESIDENTIAL CODE OF NYS) I. GAP/RE-ROUTE PLUMBING LINES AS '000N, 16” O.C.; TECO'DLRM NOTES: NOTE: REQ'D FOR NEW FIXTURES/ FIXTURE - MIN. 36" CLEARANCES (INCLUDING FOR LANDINGS; LANDING FACES EXISTING WALLS TO REMAIN (PER THE 2010 RESIDENTIAL GORE OF NYS) ALL GLAZING INSTALLED IN LOCATIONS AS SHOWN. MUST ADDITIONALLY BE AS WIDE AS STAIRCASE BEING "SERVED" IF CONTRACTOR TO HAZARDOUS LOCATIONS AS SUCH IS GREATER THAN 36") COORDINATE ALL DEFINED IN SECTION R308.4 2. PROVIDE GFI OUTLET(S) IN - - - - - - EXISTING WALLS TO BE REMOVED -NEW (2) Y4'X II - SMOKE R S AS SHOAN ON THESE LIGHTING SHALL BE PROVIDED WITH LOCATIONS AS SHOWN (TO BE - MIN. a" TREAD DEPTH (NO DIFFERENTIAL GREATER THAN 3/8" STL. FLITCH + PLANS SHALL BE INTERWIRED/ REQUIREMENTS MANUFACTURER'S OR VERIFIED BY OWNER). COORDINATE BETWEEN ANY TREADS) (2) 2XI2 (EA. INTERCONNECTED BETWEEN THE BASEMENT, IST WITH OWNER. NEW EXTERIOR WALL: SIDE OF FLITCH); FLOOR 4 2ND FLOOR IN SUCH A MANNER PROVIDE INSTALLERS LABEL, CEILING RECESSED LIGHTING, WALL FLUSH; TECO'D THAT THE ACTUATION OF ONE ALARM WILL ARTIFICIAL DESIGNATING THE TYPE d MOUNTED VANITY LIGHTING 8 CEILING - MAX. 8-I/4" RISER HEIGHT (NO DIFFERENTIAL GREATER THAN 3/8" EXTERIOR FINISH AS PER ELEVATION ON T1'VEK BLDG. PAPER OR 15LB. BUILD. PAPER OR F - FLITCH PLATE TO ACTIVATE ALL OF THE ALARMS IN THE ILLUMINATION THICKNESS OF GLASS $ THE EXHAUST VENT REQUIREMENTS W/ BETWEEN ANY RISERS) ," SAFETY GLAZING STANDARD EQUAL, ON 1/2 PLYWD. SHEATHING, ON 2x4 WD FLOOR JOIST CONNECTION INDIVDUAL UNIT. THE THE ALARM SHALL BE 50URGE5 (MIN. OWNER (ALL FIXTURES SHALL BE U.L. STUDS @ 16' OC W/ R-15 BATT INSULATION W/ CLEARLY AUDIBLE IN ALL BEDROOMS OVER AVG. ILLUMINATION: WITH WHICH IT COMPLIES, WHICH LISTED $ SUITABLE FOR BATHROOM - NO VERTICAL OPENINGS IN RISERS (I.E. SPACES) GREATER THAN 4" VAPOR BARRIER t 1/2' GWB ON INTERIOR 51DE NEW 2 BACKGROUND N015E LEVELS Al ALL 6FG) WITH WALL IS VISIBLE IN THE FINAL LOCATIONS). SWITCHES IN ALL INSTALLATION. LABELS SHALL OR (2x6 WD STUDS @ 16" OC W/ R-21 BATT STOOP INTERVENING DOORS CLOSED. ONE - MAX. 4"oc SPACING BETWEEN BALUSTERS; MIN. 34" TO MAX. 38" HT INSULATION) HALLWAYS BE ACID ETCHED 3. PROVIDE GEMENTITUOUS CENTRALIZED ALARM HORN FOR ALL SMOKE HANDRAIL NEW 4"TH PC SLAB W/ 6X6 W1.4x1.4 OVER BATHROOMS SANDBLASTED DETECTORS IS WONDERBOARD TILE BAGKERBOARD NEW EXTERIOR WALL: 6 MIL. POLYETHYLENE VAPOR BARRIER ON OR 1/2 GREBOARD ENn 4" GRAVEL BED ItCOMPACTED SOIL WELL- B 4 CELLAR WALK-IN CLOSETS, CERAMIC-FIRED, EMBOSSED �� GWB� - MIN. 6'-8" VERTICAL HEADROOM CLEARANCE THROUGHOUT NEW BRICK VENEER (AS PER OWNER), I 2 - CARBON MONOXIDE ALARMS AS SHOWN ON MARK, OR SHALL BE OF A CONTINGENT UPON OWNER FINAL FINISH TAMPED IN 12 LAYERS 6 SPACES. REFER TYPE WHICH ONCE APPLIED AIRSPACE, 15 LB. BLDG. PAPERlTYVEK OR „ THESE PLANS SHALL BE INTERWIRED/ TO "ELECTRICAL REQUIREMENTS, GOORD. W/ OWNER. - DOUBLE FRAMING ALL-AROUND EQUAL ON 1/2' PLYWD. SHEATHING ON 2x4 WD. 6-4 14111 CANNOT BE REMOVED WITHOUT INTERCONNECTED BETWEEN THE BASEMENT, IST NOTES" SECTION STUDS @ 16' OC W/ R-15 BATT IN5UL. VAPOR Z BEING DESTROYED. NO 4. ALL NEW FINISHES SURFACES FLOOR 4 2ND FLOOR IN SUCH A MANNER ON SHEET N-I FOR � , - CONTRACTOR SHALL V.I.F. ALL RISER/ TREAD DIMENSIONS $ BARRIER t I/2GWB ON INTERIOR SIDE. 3 AFFIDAVIT LETTERS WILL BE z THAT THE ACTUATION OF ONE ALARM WILL ADDITIONAL ACCEPTED FOR HAZARDOUS ACCES50RIE54 REQ TS TO BE TOTAL R15ER QUANTITY AT START OF "LIGHT GON5TRUCTION" $ CONTRACTOR TO PROVIDE WEEP HOLES @ 2'-0" WILL ACTIVATE ALL OF THE ALARMS IN THE ELECTRICAL COORDINATED BETWEEN CONTRACTOR PRIOR TO FABRICATION; COORDINATE ALL INFORMATION/ DESIGN O.C.. PROVIDE GALVANIZED WALL TIES TO IN INDIVDUAL UNIT. REQUIREMENTS GLAZING AS PER RCNYS. 4 OWNER. APPROVALS WITH OWNER ANCHOR BRICK. DUROWALL REINFORCED @ 16' O.C. VERTICALLY. EXPANSION JOINTS @ 30-0' O NEW 36"HT. WD. HANDRAIL; PROVIDE (I) LAYER O.C. VERTICALLY (MAX.) t AT INTERSECTIONS. NEW (2) 2X6 \4' O.C. MAX SPACING BETWEEN CONTRACTOR TO PROVIDE NEW WTH. GWB TYPE-X CONTRACTOR TO PROVIDE NEW NEW INTERIOR PARTITIONS: - A GSEENBOARD/ OR GEMENT BOARD B ATTIC PULL DN. LADDER A PACKED WD. BALUSTERS ALL RAILINGS TO ONE (1) HR RATED ' GREENBOARD/ OR GEMENT BOARD co AROUND BATHTUB/ SHOWER WALL DBL. CJ FRAMING ALL AROUND BATHTUB/ SHOWER WALL NEW 2x4 WD STUDS @ 16' OC W/ I/2" GWB ON STUDS DN. COMPLY W/ NYS BUILDING CODE 5 6 � Fes, �� AROUND; V.I.F. LOCATION ' EACH SIDE TO FNDN F AS PER NYS BLDG. CODE R30'7.2 CEILING OWNER AS PER NYS BLDG. CODE 830.7.2 ON Eli 21-411 12'-a° 3 I II II I 11 I II I II I I PROP. (2 244FX6011 / - -4_6MpP DT130 - 7-0 _ TROP �� q-10 I-4 2-7 NEW BEARING WALL: / PROP. 2 4FX3168 PROP. I PD6068 PROP. 2 41`X3168 PROP (2) 244D 2436 FiGPJESS (EGRESS) PROP. 2 4DH24 6 PROP. 2 4 H2436 PROP. 2�14DH2436 PROP. 2�4DN2436 ® d LID FULL-WIDTH B t NEW 2x4 WD STUDS @ 16 - , ,., , ,,," ,,, `„ EACH SIDE PROVIDE 50 LID vv\vv vv'v'v`v4`,'v',v v„vv\vvv'v'vv,dv+v,v Vv'v'�, �v`J, , „1JvvVvJv ,Ytidsvvv vv vvvvvvrJvv vv, yr ,rPv v ,vVVv',^vvv'vV'v'v' v'v'✓r1;, 1iv � " � rnivv,vv �V v vr�\'rVvv� ,�\�vvry v,�Yr, , ',rr�\,v�hv„v�,rv,vv,�YY,-v �r�,rr„ ,�r�rr��r�',��vyv,'�v�,,J,�,'�w�r,\ vv'rv', A'% BLOCKING UNDER ALL NEW BEARING PARTITIONS o \ _ \ lv� NEW ) 2X12; _ N 12 / I \ NEW O 2X12 EW (2 2X12 W (2 2X10 - NEW (2) 2X1 rA :Y Ln o -411_ 5'-0'I I I 6'-2� 0 1 '-811 o n1 X = � . � \ .�, • �� - NEW (2) 2X6 2'-0” 2'-�' 2'-0" /SI - - t11 NEW FIRE-RATED WALL: PACKED WD. NEW 2x4 WD STUDS @ I6' OC W/ ONE LAYER . I - v2111 MIN. + O o � "�LO STUDS DN. :r .4 ,;; _o �O w \ �. TO FNDN = — \ `�' 'fl2 - 1 m( I " 5/8' TYPE 'X" GWB ON EACH SIDE (ONE-HOUR NEW - �., � N \ w NE N� o � - z \ i PROP. GAS 5�_pII `* I m, ,- NNEW 2 8 R PROP. PROPANE \ ® ® :: __ w �� z _ - NEW "' � FIRE RATING@ 16' c. t^I/ CL �LACF; w/ 25 0 ;I KITCHEN RANGE ® :: o 0 o w 3 I o I I LAU DRY Z STER ) ISH H r z °c NEW o N S BATH I I I- °c D � �`% BATF s R-30c BA �\ ' I. HEART \ Q Q NE \ 'zw -1 "' r INSUL . Q \ o r Ica \ BED Rf1.� � �� 3 4-6 N "1 EW 2X12 CJ @ ' '' u� Z 1 I / \ I I II x NEW LOW-WALL: I �\ \ g N, �2 AT 3 _ I 'X s \ #4 -, N N 51.411 6 6 EW I \ I N :: o oc .; W/ R-38 BA r I W NEW 2x4 WD STUDS @ 16' OC W/ I/2" GWB ON x - X� \ N � Z I ICN \ y— Q X � X- X r o : �m Z _ r EACH SIDE. WIDTH t HEIGHT TO VARY - SEE ` N 3 N. INsuLTd TECH —r, ^ o ` ' ^ \ ._ \ NEW 57< o �' m 1(V ~ \ 3 m z SD N N — I J (/ 1 I N L ' PLANS y `tet^Sui ►,: O �n N gin', N \\ •a — - ` X c» Z Z Q G� — �. O — � I •� N � c.L �-• NEW M / �- I \ w L I V I N R I I. � � " �I}� n n _ � ��p �6. pG I ��t• o O = Q. r.,� . z NEW 36 HT. WD. L= ,'-,50o# z \ N > LL = 816# _ _LL 03 I I w �' URN '> NEW E (2) 2X8 I - _ NEW FOUNDATION WALL: HANDRAIL; 4' O.C. TL 3# =. :.,y = 2,,1616# \z " 1 n N 1 1 "W �`� 1 11 ,.. r - / NEW TL - 1,222# i -=-- - " 2 \ 4-2 -a I -a -a -o -4 i \ \ MAX SPACING = NEW 2 2X8 `. r 2 TL = 3,295# E ; �� L- �, x'/ L- ------ NEW"S th PC FOUNDATION WALL TO BEAR ON 1 1 I LL q q65 1 1 1 1 EW - I F hI:I.C. PROP. DESK 2 EW (2) �, _-- / _ -___ = I 16 x8 PC FOOTING TO BEAR ON UNDISTURBED 2 1 4 \ BETWEEN l o o TL = 14 771# 0 0 0 \ NEW (4) 2X6 BALUSTERS PROP. GAS i i i 1, - �I -PA T Y LI" = 63# \ LL = 126# LL = 10# L,' L = 2,869# 6„ I 4" BRICK LEDGE SOIL W/ BITUMINOUS WATERPROOF COATING ON X = \ \ PACKED WD. I I o Y TL = 121# LL = 3 375# .� T 4,2 d N I LL = 326# EXTERIOR SIDE t CONCRETE PARGE COAT ON 2 STUDS DN. - I NEW 2X12 RR , �: _' u+ ( = 523# IF NECESSARY o \ ,\ ALL RAILINGS WALL OVEN LL = 10 421# } �I =' 1 = 212# ' NEW TL = 27# / TL \ \ ,' TO COMPLY \ TL = I6 235# i i 3 I = _ _ TO FNDN - I ' I I w \ � Q d HALL ®SD _ 6 3'-0" . .. I 1 D L. R. � TL 502 "" I. VISIBLE PORTION OF FOUNDATION WALL w 3 ® I CL \ W/ NYS _� ------� -- ------- z I SD `r _ o `�\, \' �` BLDG. CODE -------------- -- ------- I -6 - NEW FOUNDATION WALL: O z N II C•.... n _ n \ �(!�,I� o I Nl (2) 2X8 NEW NEW'` I - �? \ o EW I XI4 RI E NEW 2 2X12 ML CJ %l� % NLW 2)' n _ W �� - NEW32XIf MC _ _ _ NEW 12 th PC FOUNDATION WALL W/ (2) #5 - T FttTCH;-FLUSH, LL, Q _,/ �P�/ - I z NEW 2X12 RR 4 4 I ON UNDISTURBED SOI W/ BITUMINOUS OP 5 W L , 1 PR X EW 2X L n I I i i I i i w t x 0 2 \ , I ►- .,� EhI I N = 4 BRICK LEDGE o� VHT - C C z / NEW 18 \ / I'/ /, r WATERPROOF COATING t CONCRETE PARGE COAT } � � �_ I I , , � iK, �S , � PASS TNRU � _ / � 1 /� LL"= 3 375# n Q.C. C IF NECESSARY G \ 4 \ - I I I I 6 6RISE DNI I - LL = 1,213# \ �e + NEW 2X6'/ 6 ON VISIBLE PORTION OF FOUNDATION WALL \ NEW (4 2X6\ \ INE`OF`2ND 3 I I �' \1 3 PROP. WALL TO BE / TL = 1,812# / v, / NEW 3 DBL. DR. / 4'-211 i r \ TL = 5028# \ y \�AC E WD. z AILEIS RJ K FLR. °�--- _..::. ::. .:..:.:.:.,...; z FURRED OUT AS REQ'D = I LL = 1,325# NEW / / 'EW STUDS DN. \ \ \ ----- _ _._� - - - ' N 6'I ®�' _ ---- --- NEW (2)� 8 AtIX \ Ie/61 -;___ — 1 r 2X12 cJ @ 3 TL 1,973# -- X12-ML F " _ T / _ X C LL _z 2301# r I •' W n ---- - _ I �a '6" cl TL' 42# �i ASTER _� TO FN N NEW NEW (2) 2X12 ML; X o `_+ \-= TL - 3 6618# - cle l \ FAMILY Rfi \ LUSH; TECO'D\\ ,_ ,, '• ' / R 38 BAT' / _ NEW 5 .6 -- .... �,- / \ s -- '� s" s N 2 2 8 ' _ I I / o NEW 36 HT. WD- NEW DLEGEND S T.; TECO'D _T \ - NEW ,� INSU �Q/ z HANDRAIL; 4" 0. W �. .'L :.D S i. 91i m� --- --%�— �I r LL - 3 837# - Cz / - - \ \ `�` ---- -- DR' ' SPACING EW p �, i 1 y \ N 3� B DINING R�1. N o I I ��' MAX SPAC N (. 4'-1011 " +- :r _ \ /2\• - - - ---- \ ® TL = 6,345# cx•, I o �0/ Q BETWEEN ---------i oc 'o �r -' J• N c? j I CARBON MONOXIDE C.T. COLLAR TIES - '1/ w NEW \ LL = 3 720# w c� > NBALUSTERSoc ----- -1� o \°G vcia i rz_ �,, / /G / o CMD DETECTOR v .: ❑ x,,, O ®, / c� / \� N _/ I R.R. ROOF RAFTER ® i o 0 - - _ --B - oc N ALL RAILINGS N o y ' ' S NEf M� I x D i1 J% 3 - �"� 3 ;N %� � oc \ y� wa \ ►- o , \ / EN- v TO COMPLY N = -#�-W ��`j z°= '�S I z\W u %�w o Y C.J. CEILING JOIST \ \\ o q'-0" x -,F�YER j" o ' o ,tet, K;;4( NEW o z W/ NYS % z \ti �, x / SMOKE DETECTOR N I �- , I SD X m m —� >c — Z ? O U, \ N s — m O.C. ON CENTER \ � BED R�1. r \ 3 �. — x ,3,,, o n 1 �x v w c z BLDG. CODE CC) / G1 \ z ' w Afz /Cz�u' 33 Q 15-0 15 8 U_ o +- w NEW *4 CT w 3 al u c�, � - " „ - / #3 LL = 4,084# @ 16"1 O.C. \ "� � 2 %' y' z � \ 1 y N � ALUM. ALUMINUM FTG. FOOTING 777 \ LL - 4122M 3 q_ 3 � � TL = 6 425# \ i. / > \ i i Q / \01 - - - - DW DISHWASHER P.C. POURED CONCRETE I II 1 II ✓ _ W o � _ LL Z �y 1_ II 1 I 11 �,. %11 — LLl . 4-2 6-8 / �,4 2 TL - 6,631# z � Q z 15 8 15-0 \ / / -8 o 6,425.# \ \ \ _r ; �� K, r / _ I _ _ _ `�1 ° 1 rn EXIST. EXISTING GALY. GALVANIZED i il _ �T } rn \� NEW O 2X12 NEW (2) 2X10 P�. ,NEW 2 2X10 E',�,/2 2X10 / N w\2� 2X \ \ NEW (2j 2X10 W )�X / EW / ) 2X NEW (2) 2X10 NEW (2) 2 10 / 1 I ' / NEW 2X8�RR' \ ' NEW 2X8 RR - - �' `�� .. .N 3;DBL. DR' _ NEW B5 D3LtDR ;`,,'vw�tiv r,ti y,'r'y v,r rd�,vvrr �. 'rvv ;Nyvr�^,�v; ;, ,''rv�vvv✓vv vv,'rv;w,V1vv\/ , " rVVv r ,IYVYVti wvr 7 n�'�,v vvv'vfv ' FF FINISHED FLOOR BM. BEAM i 2 y� , / o PROP. 2 4DH3o4q - PROP. 2 4DH3o4q @ I6 O.C. @ I6 O.C. 0 4DH304q PROP. 24DN304q PROP. 2441`X3010 PROP. 2441`X3010 /NEI.....,'__ NEW. " PROP. 244FX3010 PROP. 244FX3010 / PROP 2 rF PROP. 244DN3056 PROP. 2 4DH3056 ,, /CLI ( �6 /\`�' \CL PROP. 2 4DH3056 PROP. 2 4DN3056 N - -4,--6„- �E( S�)-- �,-0„ ES54_ 4, 6„ NEW (2) 2X10 NEW (2) 2X10 - - 2X1 CONT. 8 I FNDN FOUNDATION DN DOWN N' - v y v�J,' v;N, Nv',', yvv',`Y;', rv' ,rV ry°, v, vv, vv vrre FWD FRENCH WOOD DOOR DBL. DOUBLE OP. 244FX1768 PROP. I PD316a PROP. 241 FXI PROP. 2 4DH304q PROP. 2 4DH3049� - --� - 1 -� � �E�r LL = 4,2y28# GWB GYPSUM WALL BOARD FRMG. FRAMING I II I II I ” I II I I II TL = b,G31# 4-6 7-0 6 81-011 8 0 7-0 41-611 F HDR. HEADER T.V. TRUE VALLEY F � _ F 3 4'-6111 3'-311 3'-3" 4'-q" 4'-6" 7'-0" 4'-611 INSUL. INSULATION V.L. VALLEY LEDGER 3 B 3 A 16'-0" 161-0" 161-0" M.C. MEDICINE CABINET PLYWD. PLYWOOD 481-011 M.S. MARBLE SADDLE ML. MICROLAM NEW 36"HT. WD. HANDRAIL; `p 4" O.C. MAX SPACING BETWEEN B NEW 2X12 CJ @ ib' th. THICK I STL. STEEL u ALL WINDOW TO BE O.C. W/ R-38 BATT 2'-S" IO' 8" \ 21 SII BALUSTERS ALL RAILINGS TO 6 , 5 WD. WOOD COMPLY W/ NYS BUILDING CODE ANDERSEN 200 SERI E5 INSULT.; TECO'D - 1 11 **UNLE55 OTHERWI5E NOTED" NEW (2) �X II STL. W.I. CL. WALK-IN-CLOSET 161-011161-01116-0 n n FLITCH + (2) 2X12 VIF VERIFY IN FIELD NEW NOTE: ALL DOUBLE- FLU5H;1 TECO'D DE OF FLITCH); STOOP FIRST FLOOR -- PLAN__ NEW 4"TH PC SLAB W/ 6X6 W1.4x1.4 OVER HUNG wINDOw5 TOSECOND -_ FLOOR PLAN 2 ALL wINDOw5 w/ SILL ii _ i I a OR LE55 ABOVE SCALE: I/VIII = Ii-Oil 6 MIL. POLYETHYLENE VAPOR BARRIER ON BE GOTTr4GE STYLE; SCALE: 1/4 - I -0 ALL 15T FLOOR 4" GRAVEL BED t COMPACTED SOIL WELL- CONTRACTOR TO FIN 15HED FLOOR TO DOORS TO BE VHT TAMPED IN 12" LAYERS CiOORD. TYPICAL OF EACH RIGHT HAVE TEMPERED ANGLE ALONG PERIPHERY OF 5AFE7Y 6LA55 N.I.I=. "IST FLOOR TO 2ND FLOOR" HT. ABOVE F I N. FL./ MOTE: SPRINKLER TO BE I N5TALLED ---SEEDETAIL 'F' BY L I LENSED PROVIDE 2X6 OAT5 IN PLUMBER IN 2ND ALL EXTERIOR W?�LL5 1. - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DE51GN CRITERIA TABLE b. - ALL WINDOWS t DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ A5TM E SLR. FURNACE RM.; TYPICAL OF EACH RIGHT LOCATED ON DESIGN STANDARDS SHEET. 19% t 1886 AS MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN ANGLE ALONG PERIPHERY OF IIOMPH WIND ZONES, CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING CONTRACTOR TO / \� 'FOUNDATION TO 15T FLOOR' PROVIDE (1) ROW OF (1) 2. - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS (1/2" PLYWD SHEATHING, W/ 8D COMMON DEPARTMENT, FOR GARAGE DOORS PROVIDE ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE GOORD. " n 2X12 FJ BLOOKING UNDER NAILS @6'oc EDGE t 12'oc FIELD AS SPECIFIED IN SECTION 3.4.4.2. IN THE AMERICAN FOREST t PAPER DRIVEWAY. -OR- 1/2'th PLYWOOD STRUCTURAL PANELS, SHALL BE PROVIDED FOR EACH WINDOW t DOOR OPENING +• . • /-SEE DETAIL G ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, THEREFOPZE ALL CONTINUOUS EXTERIOR WALLS SHALL BE NOT EXCEEDING 8'-0" (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND A MIN OF b" BEYOND THE ALL WALL ON 2ND FLOOR CONSIDERED 5HEARWALL5 t ARE IN EXCESS OF THAT REQUIRED BY THE CODE. ALL REQUIRED 5HEARWALL ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION t SHALL BE LABELED W/ THE CORRESPONDING SEGMENTS SHALL BE A MINIMUM OF 28' WIDE FOR 8'-0' HIGH WALLS 31' FOR q'-0" HIGH 35' FOR 10'-0" HIGH t WINDOW LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCESSIBLE LOCATION t SHALL BE ' ' " n REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ( EUA SHEET TITLE 38" FOR II'-0' HIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF SNEARWALL SEGMENTS. ACCOMPANIED BY ENOUGH 2-I/2 #S WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12 oc AC,y \ CUSTOM HOME AROUND PERIPHERY OF PANELS. WHEN FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL # DATE: BY: # DATE: BY: # DATE: BY: �$ M + D I 12.31.14 START OF PRELIMS N.N. I I 08.07.15 COORD. AS-BUILT. N.N. �.+ 'l►� ��` � • �� Ilu •�° PROJECT NAME 1ST $ 2ND FLOOR FLAN 3. - ALL UPLIFT CONNECTORS t NAILING SHALL BE IN ACCORDANCE W/ SHEET 3 OF q, ALL LOAD PATHS SHALL BE BE U5ED(MIN 4g01b5 WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE NAOUM RESIDENCE AT EVERY EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. THE SOLE RESPONSIBILITY OF THE HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF HIGH WINDS. 2 2 2 12.2q.15 COORD. AS-BUILT. N.N. QQ �, t t A K� 517 BITTERSWEET LN.; CUTCH06UE; NY; IIg55 4. - ALL NEW FIREPLACES UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF 7• - ALL RAILINGS t GUARD RAILS SHALL BE BETWEEN 36' t 38" IN HEIGHT, ALL HANDRAILS SHALL BE IN 3 3 3 I s. *`+ • •v OYSTER BA1' DRAFTI NO SHEET NO. THE RCNYS. ALL NEW FIREPLACES ARE TO BE PROVIDED W/ ,ASN DUMPS t FRESH AIR INTAKES. ACCORDANCE W/ R315.2, t NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 4' 4 4 4 d da ,AND ARCHITECTURE P.G. DATE: 0I/2015 0 SPHERE, UNLESS IT 15 THE TRIANGULAR OPENING FORMED BY THE RI5ER TREAD t BOTTOM RAIL - WHERE A 5 5 5 y � ,. £. o � SCALE: AS NOTED OF 5. - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS NO RETAINING SCREEN REQUIRED, PROVIDE (3) n 6 6 6 , d 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SPHERE 6 IN m MAY NOT PASS THROUGH. "�` �d �'` "�° (516) 0122-50176 (FAX) 0122-6235 BY: N.N. Q WEBWWW.OYSTERBAYDRAFTING.GOM EMAIL: ARGHITEGT®OYSTERBAYDRAFTING.GOM JOB NO: 14205 I"� VENT HOLES AROUND SKYLIGHT. 7 7 :7 Q� ALL CONNECTION /REFERENCTIANDARO/5 O/�//// o H,/Tv t /IIH fGN/tRiTER1 PROVIDE SIMPSON STRONG- PREFORMED (1) ROVI OF (1) A /,, DETAILS /., TIE HIGH WIND- __----RIDGE VENT -2XL2 FJ BLOCKING UNDER PF-516NF-D FOR ALL INFORMATION 4 SPECIFICATIONS SHOWN WITHING THESE DOCUMENTS REFLECTS 505111C SUBJECT TO DAMAGE FROM RESISTANT STUD ALL WALL ON 2ND FLOOR NORMAL BUILDING PRACTICES t REFERENCES THE FOLLOWING PUBLICATIONS - GROUND , WINTER DESIGN ICE SHIELD FLOOD AIR FREEZING TO RIM JOIST C520 SCREEN WORST CASE SNOW LOAD WIND SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY ' D BULB UNDERLATMENT HAZARDS INDEX #20 GA. (12-101) X SOLDERED SCENARIO; • BUILDING CODE OF NEW YORK STATE 2010ed CATEGORY DAMAGE DEPTH DAMAGE DAMAGE TE11PERATURE REQV I Y2' TOTAL NAILED ----__2" HOLE @ PROVIDE 2X(o CAT5 IN CONTRACTOR RESIDENTIAL CODE OF NEW YORK STATE 2010ed 20 lbs/4t 120 mph 8 SEVERE 36' MODERATE SLIGHT TO TO STUD 4 RIM) 61, O.C. ALL EXTERIOR WALLS FIRE CODE OF NEW PAPER TO HEAVYMODERATEIII REQV NO 452 SHALL ALERT)14' PLYWD. ARCH I TECT I F • AMERICANFOREST4 ASSOCIATION WOOD FRAME TABLE2.2A UPLIFT CONNECTION LOADS FROM WIND 0 5UBFLOOR CONSTRUCTION MANUAL FOR ONE 4 TWO FAMILY DWELLINGS 2001ed ROOF CLG. ASSEMBLY DESIGN ROOF SPAN UNIT CONNECTION LOADS (MAX.) (PLF..) 0 SUBSTITUTIONS ENERGY CODE 2010 OF NEW YORK STATE FOR SUFFOLK COUNTRY DEAD LOAD 0 BOTTOM WALL ARE I NTENDED 10 p5f. 36 337 PLATE SHINGLES (ALL CHANGES A, N X\ `F E5\\\ \\\\ �RAMI G\\\NOT, RIM JOIST MUST MEET THE WNTRACTOR'NOTEi/ \ \�\ \ \�\ \ �\\ CLEAT @ \� \ 12`OC -2001 NFCM VERIFY ALL PITCH 1. -AS SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE HEADERS OVER 8'-0" IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, GIRDERS, OR SIMPSON STRONG- @ - RIDGE VENT DETAIL MANUAL ANGLES PRIOR CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND POSTS BEARING ON THEM, SHALL BE BROUGHTTOTHE ATTENTION OF THE ARCHITECT TIE HIGH HIND- COMMENCEMENT OF PAPER ASSOC. WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4.2.. TO DETERMINE THE APPROPRIATE SIZE AND STRENGTH 00 RESISTANT MUDSILL (A;�R2 .................... WORK ANY 2, -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 8501 18, -STUDS TO ALIGN WIITH ROOF RAFTERS WHEREVER POSSIBLE, TO RIM JOIST DSP NEW (1) 2XI4 ML RIDGE E=116001000 P.53., DOUGLAS FIR LARCH NO. 2. 19. -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS DO W/ RIDGE VENT 0`15CREPANOY NITH 3. -ALL SHEATHING AND 5UB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20. -PROVIDE (3) 14 VENT HOLES AROUND SKYLIGHTS, U18 GA. (6-10D X THICKNE55E5 OF EXTERIOR SHEATHING TO BE 112" MIN AND 3/4' MIN FOR 21. -INSTALL 5HIM5 TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO (Y2` NAILED TO 2Z-rT @ 16' O.C. ANGLES, CONTRACTOR 5UB-FLOORING, UNLE55 OTHERN15E NOTED, THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS, SILL) (8-10D X I Y2` RIDGE MUST PROVIDE THE 4. -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR 22. -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF 71 NAILED TO RIM) GALVANIZED. NEW 2X12' RR @ 16' O.C., 5/8, CORRECT ANGLE IN 5. -PROVIDE CRO55-BRIDGING OR SOLID BLOCKING @ 8'-0' O.C. MAXIMUM FLOORS, 23, -ALL RISERS TO BE A MAXIMUM OF & 114' AND ALL TREADS TO BE A MAXIMUM OF q" "4V (2) ACO MUD SILL 12 12 PLYWD, SHEATHING, 159 ROOF ORDER TO MATCH CEILINGS, AND ROOFING, IN DEPTH WITH A NOISING BETWEEN 3/4' AND 1 114' PROJECTION, RISERS AND TREADS --,]8 FELT ASPHALT SHINGLES AS 6. -JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE PASSAGE SHALL NOT DEVIATE MORE THAN 3/5' THROUGHOUT THE ENTIRE RUN, MINIMUM WIDTH PER OWNER ELEVATIONS. \/F-RIF'*r OF PIPING OR DUCT WORK, ARE TO BE BLOCKED AT MAXIMUM IG" INTERVALS ON OF STAIRS TO BE V. FOUNDATION WALL ALL FIELD CONDITIONS BEARING PARTITIONS AND 32' INTERVALS ON NON BEARING PARTITIONS. 24. -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE 7, -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE, PRIOR TO YORK STATE, 25, -ALL HANDRAILS AND GUARDRAILS SMALL BE 36' HIGH AND MUST BE PROVIDE AROUND FLOOR JOIST NEW 2X12 RJ 16' O.C.; CONSTRUCTION. 8. -PROVIDE DOUBLE J015TS OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS, ALL SURFACES WHICH ARE 16' OR HIGHER THAN ADJACENT SURFACES, AND FOR ALL Q- W/ R-35 BATT INSULT.; J PARTITIONS, AROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY APPLIANCES STEPS OF 2 RISERS OR GREATER. STRAPPING DETAIL @ FOUNDATION T�- NEW Y4' PLY— OR FIXTURES. 26, -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION F(2)k2-0 CARRIAGE BOLT WD. SUB-FLOOR PROVIDE ICE t WATER SHIELD (TYP.) q. -NICROLAM BEAMS, DESIGNATED WITH AN 'ML' OR 'LVL' NOTATION SHALL HAVE A WORK. TO FLOOR TO WALL CONDITIONS NEW 2X12 RR @ 16" O.C., 5'8' PLYWD.- 4 LOCKNUT5 @ EA. END FROM THE FASCIA 4 WITHIN 2' HORIZ, NOTE.- ALL MINIMUM WIDTH OF 13/4' PER MEMBER, WITH A MINIMUM FLEXURAL I STRESS OF 2800 27. -NEW WORK SHALL TIE IN AND LAP INTO EXISTING 50 AS TO PREVENT LEAKAGE. SHEATHING, 159 ROOF FELT; R-38 DISTANCE FROM THE INTERIOR SIDE MICORLAM'S (ML) ARE P51. 28, -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. (1) C520 (ZMAX) VERTICAL STRAP BATT INSULATION W/ INSULATION OF THE EXT. WALL 11 10, -DOUBLE BEANS, OF STANDARD LUMBER SHALL BE NAILED TOGETHER WITH 16D NAILS 29. -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS BAFFLES; ASPHALT SHINGLES AS -21800 P51 4 1.15 1 @ EA, STUD LOCATION + ADJ. (1) @ VOG AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2' CLEARANCE TO EDGES. 30. -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, y 1 TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES, ALL OTHER BEANS TO BE CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE PROVIDED AT HIPS, RIDGES PER OWNER TOP PLATE WIDTH (UNLESS NOTED I I DSP (ZMAX) PLATE TIE THRU BOLTED WITH THE SAME PATTERN. VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUNDATION WALLS, OTHERWISE) 11, -WHERE JOIST HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" IN EACH DIRECTION, ALL NEW 2X4 FAUX-J "��NEW CONT. ALUMINUM GUTTER I I— CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR FLASHING TO BE ALUMINUM UNLESS OTHERWISE NOTED. RR @ 16" O.C.; H/ ---------------- 20oci FLUSH (LEADERS NOT SHOWN; CONTRACTOR RING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER TO INSURE THE 31. -ALL INTERIOR LEADERS ARE TO HAVE 1/2' FOAM SOUND INSULATION. R-38 BATT INSULT. TO COORD.) MOUNTED > CONTRACTOR TO APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32. -INSULATION SHALL BE FIBERGLASS BATTS -- FOIL ONE SIDE, UNLESS OTHERWISE NEW NEW 12, -PROVIDE A MIN OR 2' CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING NOTED THICKNESS AS SHOWN ON DRAWINGS, STAPLE PADS ON FOIL OVER FRAMING, HANGERS FOR FIELD VERIFY EXISTING JOISTS HN 11go MASTER MASTER NEW VENTED VINYL SOFFIT 13. -DOUBLE PLATES AND SILLS SHALL BE LAPPED AT A MIN OF 114 OF THE TOTAL x LOAD-BEARING/ LENGTH OF THE WALL, NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. LOA D.,TA 6 L E 5 N, OR HU 12go BED RM. NEW BL, 2X4 13ATH AND BEARING WALLS AND ALL WALLS OVER 8 FEET (WHEN HW 15 'WET WALL':: HIGH, ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10'-0' 15 STUD CONTRACTOR TO PROVIDE NEW STRUCTURAL 14, -PROVIDE 'CAT5' AT ALL EXTERIOR NOT AVAILABLE) rn (BE D) CONDITIONS/ JOIST TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT LIVE LOAD DEAD LOAD &REENBOAR.D/ OR CEMENT E30AIZZD INTERVALS NOT EXCEEDING 8'-0'. NO WALL STUDS MAY BE LONGER THAN 111-20. 45 LBS PER SOFT 20 LBS PER SOFT FOR DBL JOISTS NEW �4" PLY--\ DIRECTIONS UPON H/O FLITCH rE AROUND BATHTUB/ SHOWER WALL. ROOFS AS PER NY5 BLDG. CODE fR501-2 15. -DOUBLE FULL STUDS TO BE 515TERED TO JACK 5TUD5 AROUND OPENINGS IN PLATE I4HB OR WD. c,IUB-FLOOR UNCOVERED DECKS BALCONIES 60 LBS PER 5OFT 20 LBS PER 5OFT START OF "LIGHT" EXTERIOR WALLS AND BEARING PARTITIONS, ALL HEADERS UNDER Y-O" TO HAVE HGLT 7qo FOR CN CEILINGS V410 ATTIC 10 LBS PER SOFT 15 LBS PER SOFT =7f—,--- --A- — — 2ND F.F. SINGLE JACK STUDS, UNDER q FEET DOUBLE JACK STUDS, q FEET AND OVER TO HAVE ALL OTHER NORK (REMOVAL OF BEAMS NEW 2XI2 FJ @ 16" O.C. NEW 2XI2 FJ @ 16, O.C. TRIPLE JACK STUDS, CEILINGS WITH ATTIC 35 LBS PER SOFT 15 LBS PER SOFT WALL F I N 15HE5/ 16. -ALL INTERIOR DOORS TO BE 1-3/8' HOLLOW CORE LUAN VENEERED WITH APPROPRIATE FLOORS 40 LBS PER SQFT 20 LBS PER SOFT o, HARDWARE. CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCKSET5,F� SUBSTRATES); ALERT 11. -ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN OF (2) 2X8 FOR SPANS UP TO STAIRS 40 LBS PER SOFT 20 LBS PER SOFT NEW I'l) 2XI2 FJ I-oil ON. 3 (2) 2XI0 FOR SPANS UP TO 0-0', AND (2) 2X12 FOR SPANS UP TO 8'- RAILINGS 200 LAT AND VERT NEW WALLS TO BE, Y2" GWS. ARCHITECT OF AN)oo BLOC IMG VAPOR BARRIER 2X6 WD. STUDS @ 16, 0 \ \ X T W1 R-21 INSULT. 159 BLDG. FELT \\FLI' HTLATE\ DETAIL C., V PLYWD. SHEATHING, DISCREPANCIES \� \\ \\ \ � \ `� \\ O JOIST HANGER CONNECT BETWEEN APPROVED NEW NEW SIDING AS PER OWNER NEW 36 NT. WD, HANDRAIL; PLANS $ EXIST. > (2) BEAMS + (3) BEAMS + (4) BEAMS + (3) BEAMS + (4) BEAMS + 515TERING TO EXISTING 4' O.C. MAX SPACING BETWEEN KITCHEN BALUSTERS ALL RAILINGS TO CONDITIONS STEEL PLATE STEEL PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES DINING!: �RM. NEW ;X12 FJ 16' 0,C,; W1 PAD SIDE OF BEAN COMPLY W1 NY5 BUILDING CODE IMMEDIATELY x R-38 BATT INSULT.; TECO IF REQUIRED TO ATTACH 5HEETROCK > WD. UB-FLOOR rMUVIL.,'= VANL-L-tZT NEW PIL h' F x] x 7 1120 THRU BOLTS L FLA5HIN6 @) ALL VALLEYS; PROVIDE SACT I ONS -MY AN Y- C'4 STEPPED FLA5HIN& (g) VARIOUS CONDITIONS SHOWN GRAPE J: AE WOOD MEMBERS L —NEW W 12X50 STL, ALL WALL/ SLOPE (SEE PLANS FOR SIZES) 16,10C 16110c 16,10C 16110c > -BEA ROOF INTERSECTIONS; IN M (8�'X 112�4'), rz NIS TEWD COR-A-VENT FLASHING STEEL PLATE TO EQUAL --o 0 • DEPTH OFADJACENT BEAMS NEW AS RF-a'd I i -- NEW 5o' 0 ANCHOR BOLT5 SET @ 36' CD NEW (SEE PLANS FOR SIZES) 0 0 O.C. W1 (2) 2X6'ACQ SILL PLATES W/ 7N PROVIDE (1) LAYER TERMITE SHIELD 4 SILL SEALER PROVIDE (1) N017E. ALL %'TH. GM TYPE-X 20 �MECH. GARAGE LAYER IeTH. GWB NEW 12"TH PC FNDN. WALL (3000 P51 ONE (1) HR RATED FASTENERS/ ELEVATION ME-N ONE I MR LINE OF COLUMN MIN.) W/ 24'X 12'DP. FTG. TO BEAR ON ON WALLS 4 CEILING -P IN \`\\\\N`N0TCH1N ' t,\DR,, 1tL1NG ' DET\AU\,., R \WOOD,\f RAM\ FM EmBER5\' FIRE-RI TED ON BEYOND UNDISTURBED PAIRGEICOAT' BCONNECTOR5 ,USECE OF ENTIRE GARAGE G� FOWALLS ILI GRADE; CONG. ABV. GRADE I CONNECTION YV A00 \ �� \\\ .4: THRU-OUT TROWELLED 40 NIL. (INN) POLYMER- IND. SHALL BE SIMP50N MODIFIED ASPHALT WATERPROOFING BELOW GRADE AS PER SEC, 8406,2 OF 7MAX" RATED ----� -, \ I ' �I� THE 2010 RES. CODE OF NY5, 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN oo 0 C) NO NOTCHES OR I 1 ---( 1/3 DEPTH OF JOIST NEW STEPPED FTG, TO NOT HAVE A CONTRACTOR TO HOLES PERMITTED, -< IL SLOPE EXCEEDING 1:10 (10% SLOPE); cl- COORDINATE FINAL U-) u- ONE VERT. UNIT (12' FTG. SHOWN) TO 0 0 TEN HORIZ. UNITS (10' MAX.); FTG, LEADER/ GUTTER rn CROSS SECTION A TO BE STEPPED AS NECE55ARY TO REQUIREMENTS 4 C4 CHANGE THE SLOPE OF THE BOTTOM >< 114 DEPTH OF J015T SCALE: 114" V-011 SURFACE OF THE FTG. LOCATIONS ---- ---- ------ ol ALL WINDOW TO BE NEW 4'th PC SLAB W1 6X6 W1.4/1.41 PROVIDE CONTINUOUS STUD Ir M M, ANDERSEN 200 SERIES 6 NIL POLYETHYELENE VAPOR BARRIER. c� PROVIDE A MIN OF 2' SEPARATION 1/6 DEPTH OF JOIST W Lu **,UNLE55 OTHERWISE NOTED" RIDGE VENTS FOR ALL BETWEEN HOLES 4 NOTCHES FROM NOTCHES ARE NOT PERMITTED IN Lu EACH OTHER t FROM THE ENDS OF NEW ROOF R06F-5 = a/ < 114 DEPTH OF STUD THE SAME LOCATION AS HOLES u- MEMBERS,r z0 cfl FLOOR JOIST LLI ---SIMPSON STRONG- C) NOTCHES ARE NOT PERMITTED IN PROVIDE ICE I$ NATER --51MP50N STRONG- TIE HIGH WIND- THE SAME LOCATION AS HOLES TIE HIGH HIND- SHIELD FROM FASO RESISTANT RIDGE 1 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN RESISTANT COILED 5/8' MIN 01 K STRAPPING C520 --- NO NOTCHES OR'� STRAP C520 #20 GA. 4 WITHIN 2' HORIZ. ------ -- u- #20 GA. (14-8D < 2/5 DEPTH OF STUD C) ,HO'LE5 PERMITTED, 1/3 DEPTH OF J015T (14-80 TOTAL NAILED DISTANCE FROM THE TO EA END OF STRAP TOTAL NAILED ON 5/8' MIN sn --5IMP5ON STRONG- RAFTER TO RAFTER INTERIOR SIDE OF THE ON STUDS TO RIM/ OR TIE SEISMIC 4 BENT ACROSS 3/5 DEPTH OF STUD EXT. NALL; TVP. FOR CN Zz STUDS TO HEADER) HURRICANE TIE RIDGE) ONLY BEND FOR DOUBLE STUDS ONLY ) X -8D C4 142A 918 GA. (5 STRAP ONCE ALL NEW ROOFS L C) PROVIDE A MIN OF 2' SEPARATION SON STRONG- X 012" NAILED TO 5IMP -1 . C4 BETWEEN HOLES 4 NOTCHES FROM —PROVIDE ONE STUD TIE HIGH HIND- RAFTER/ TRUSS) EACH OTHER t FROM THE ENDS OF ABOVE HEADER IN RESISTANT COILED (2-0 X 1 Y2` NAILED NOTE= ALL LOAD MIN 1/3 DEPTH OF JOIST i MEMBERS T11 I LINE W/ ONE JACK STRAP C520 920 GA. TO PLATES) (5-15D PATHS FROM PROVIDE A MIN OF 2' SEPARATION STUD BELOW (14-81) TOTAL NAILED X I Y2" NAILED TO !Kr�q---PLATE BETWEEN HOLES t NOTCHES FROM NOTCHES ARE NOT PERMITTED IN STUD) FOUNDATION TO ROOF EACH OTHER t FROM THE ENDS OF THE SAME LOCATION AS HOLES TO EA, END OF STRAP ON ALIGNED STUDS) ARE CONTINUOUS 4 AT MEMBERS RAFTER ✓ CEILING JOIST (A)- RIIDGE TENSION STRAPS EXTERIOR f BEARING HALLS kc/ r=\/F-R-,r WALL 5TIJ2j o� 1--� —ONE STRAP PER RE\/1510NS TO PRELIMINARY DRAWINGS: RE\/15IONS TO FINAL 1;)RANIN695: MUNICIPALITY AMENDMENTS: SHEET TITLE JACK STUD FOR 31 GUSTOM HOME # DATE: 5'*f': DATE: 151-r: # DATE: a-'r: k TO q' HEADERS DBL. 1 05.07.15 COORD. AS M 2.4 -,-N 5EGTION; DETAILS; NOTES JACK STUDS FOR q' WHEN STUDS ARE 1 12.31.14 START OF PRELIMS N.N. I -BUILT. N.N.- tzi PROJECT NAME Zo NAOUM RESIDENCE OR MORE TRIPLE ALIGNED USE 2 2 2 12.2q.15 C RD. AS-BUILT. N.N. JACK STUDS CONTINUOUS STRAPS 5 11"D1 A 511 BITTERSWEET LN.; GUTCH06UE; V; Ilq55 FROM STUD TO STUD 0 0 SHEET NO. /�D 9E 4 4 4 OYSTER 5A**r PRAFTIN& Vo 5 Ai AND ARCHITECTURE, P.C. DATE: 01/2015 WALL STUD TO BAND JOIST �10) ROOF RAFTER TO TOP PLATE t STUD 5 SCALE:HEADER UPLIFT CONNECTION & & 65 WEST MAIN STREET OYSTER E3A-r, N.Y. 11-7-71 E: AS NOTED OF L-7 -7 (51(b) C12-2-51-76 (FAX) C122-6255 BY: N.N. WEB: h1NV4.0'r5TERBAY[?RAFTING.00M EMAIL: ARrHITErT@QYSTERBAYDRAFTIN(5.rOM .-JOB NO: 14205 z —NEW (1) 2X14 ML RIDGE W/ RIDGE VENT NEW 2X6 CT @ 16' O,C, A �R2 —NEW (1) 2X14 ML RIDGE NEW 2X12' RR @ 16' O.C., %" 5 W/ RIDGE VENT 5 PLYWD. SHEATHING, 15tt ROOF FELT ASPHALT SHINGLES AS NEW 2X6 CT @ 16' O.C. PER OWNER RIDGE — — — — — — — — — � — — — — — —� — — 1 - - - - — NEW (2) 2X12 RJ (ON EA, NEW 2X12" RR @ 16' O.C., 5/" 12 12 SIDE OF RR); W/ (2) _ PLYWD, SHEATHING, 15tt ROOF n n n n 12 12 FELT ASPHALT SHINGLES AS ANCHOR BOLTS @ RR 8� QS PER OWNER \ NEW 2X12 RR @ 16" O.C., %' PLYWD. —NEW 2x12 RIDGE SHEATHING, 159 ROOF FELT; R-38 \ BATT INSULATION W/ INSULATION NEW 2X12 RJ @ 16' O.C.; W/ RIDGE VET PER OWNER CONTRACTOR TO PROVIDE NEW -- - � `� BAFFLES; ASPHALT SHINGLES AS W/ R-38 BATT INSULT,; 6REENBOARD/ OR GEMENT ViAl NEW 2X4 CT @ 16' O.C. PROVIDE ICE 4 WATER SHIELD TVP, AROUND BATHTiJB/ SHOWER WALL a �_�1 (2)y'0 CARRIAGE BOLT NEW 2X12 CJ @ I6 O.C. h �� 4 LOCKNUT5 @ EA, END FROM THE FASCIA WITHIN 2 HORIZ, A5 PER N(5 5LD6. CODE R O'72 I, ;, ,, „ NEW 2X10" RR @ I6" O.C., 5/" '' NEW (2) 2X); RJ (2) 2' ( ) W/ R-38 BATT INSULT.; „ PLYWD, SHEATHING 15tt ROOF TECO'D FELT ASPHALT SHINGLES AS SIDE OF RR); W/ (2)�" DISTANCE FROM THE INTERIOR SIDE i NEW %" PLY, \ ii ii i NEW %" PLY, ANCHOR BOLTS @ RROF THE EXT. WALL 4 PER OWNER NEW (FLUSH WD, SUB-FLoo� 2 x_ ANEW CONT ALUMINUM GUTTER - I 2X12; AAWUMEJ \_ WD, SUB-FLOOR PROVIDE ICE WATER SHIELD (TYIP,) i ;_ _ _ _ _. \ - (LEADERS NOT SHOWN; CONTRACTOR TOP PLATE_ _ / _ X� u �_` — — — — FROM THE FASCIA # WITHIN 2' HORIIZ. — —� !X X :�J X '_XX _LX l r TO COORD,) — ` NEW (2) 2X12 ML; NEW 2 II" STL � DISTANCE FROM THE INTERIOR SIDEE �2_ 2' 0" 2'-0"' OF THE EXT, WALL } NEW VENTED VINYL SOFFIT FLITCH + (2) 2X12 r NEW 2X12 CJ @ 16 NEW 2X4 FAUX LINE OF FLUSH; TECO D- - ( Ni4 NEW CONT, ALUMINUM GUTTER O,C,; W/ R-38 B T — NEW 2X6 FAUX 1 B WALL (EA, 51DE OF FLITCH); r BEYOND LINE OF (LEADERS NOT SHOWN; CONTRACTOR RR @ 16 O.C.; W/ n y 5 FLUSH, TECO'D INSULT,; TECO'D NEW R-38 BATT INSULT. NEW RJ @ 16 O.C.; W/ WALL i' TO COORD,) NEW MASTER R-38 BATT INSULT. o NEW NEW BEYOND NEW = o BED RN. #3 HALL BATH HALL BED #2 }I1� Cy- NEW VENTED VINYL SOFFIT BED Rf'1 `r E3 NEW 2 2X12 ML mrE 5 rE z " r 5 NEW ° PL 5 NEW PLY, r WD, UB-F R NEW 2X12 FJ @ 16' O.C. WD, SUB-FLOOR y 2ND F.F. — — — — - - — — — r — — -- -- _ NEW 2X12 FJ @ 16' O.C. NEW 2X12 FJ @ 16' O.C.; TECO'D ', " NEW 36"HT, WD. HANDRAIL; X j NEW WALL5 TO BE, � GWB, 4' O.C. MAX SPACING BETWEEN t NEW WALLS TO BE, ya GWB, F NEW (i) 2X12 FJ 6`�i,�, VAPOR BARRIER 2X6 WD. STUDS BALUSTERS ALL RAILINGS TO VAPOR BARRIER 2X6 WD. STUDS 3 BLOCKING 6+ or }'i @ 16 O.C., y PLYWD, SHEATHING :r NEW 2X12 FJ @ I6 O,C, COMPLY W/ NY5 BUILDING CODE @ 16 O.C,, PLYWD, SHEATHING, —NEW (2) 2XI2; ��y� CONT, LINE OF COLUMN 9p �'1' W/ R-21 INSULT, 15tt BLDG. FELT NEW 2X12 FJ @ W/ R-21 INSULT, 159 BLDG. FELT W/ DECO. COVER yT NEW SIDING AS PER OWNER = LINE OF WALL I6" O,C,; TECO'D NEW 51DING AS PER OWNER NEW 36 HT, WD, HANDRAIL; co BEYOND - =I BEYOND s 4" O,C. MAX SPACING BETWEEN o NEW NEW NEW o /' I r o 3 NEW NEW --- Ir - BALUSTERS ALL RAILINGS TO rG v LIVING Rf1, FOYER CL, — NEW 36'NT. WD. HANDRAIL; r o FAMILY R�1, n DINING R�1, ___ NEW 36 NT, WD, HANDRAIL; COMPLY W/ NY5 BUILDING CODE 3 N NEW 2X12 FJ @ 16' => 4 QC, MAX SPACING BETWEEN -- - n ' BALUSTERS ALL RAILINGS TO 4 O.C. MAX SPACING BETWEEN -, NEW 2 2X12 BALUSTERS ALL RAILINGS TO _} \ o O.C., W/ R-38 NEW 36 NT, WD, ! O � COMPLY W/ NYS BUILDING CODE EXP, JOIST NEW �/NPLY MAX SPACING BETWEEN I - i} NEW Y PLY. COMPLY W/ NYS BUILDING CODE NEW (I) 2X12 AC HANDRAIL 4 O,C, FJ " o 4 BALUSTERS ALL RAILINGS T 0 3 ? WD, SUB-FLOOR\ RE38 BATTW 2XI2 JINSULT16, o C W/ } / WD. SUB-FLOOR U- LOMPLY W/ NYS BUILDING CODE , 1 — a - F O� ' LINE OF GRADE GRADE NEW W 12X50 STL. NEW 2X12 FJ @ 16, '�j — GRADE / BEYOND 1 -BEAM J'S CO'D O.C.; W/ R-38 BATT NEW AN;W12T STL. NEW WI2J(39 S7L. NEW W10XI5 STL, z W-BEAM; TECO'D e W-BEAM TECdD W-BEAM (40X 101) 2 y), F TE 0'D o , INSULT.; TEC o o , I 5 � I NEW 36"HT, WD, HANDRAIL; "' NEW / l NEW 4" O.C. MAX SPACING BETWEEN NEW : . --- ------------ _ � o , . L._---_---- ------- -- ... ... BALUSTERS ALL RAILINGS TO UN-FINISHED LINE OF WA L o UN FINISHED GARAGE PROVIDE (I) LAYER COMPLY W/ NYS BUILDING CODE BEYOND CELLAR r i CELLAR r TN, GWB TYPE-x _ ONE (1) HR RATED rz NEW 5/' 0 ANCHOR BOLTS SET @ 316" NEW (2) 2X12 ML; _ ON WALLS CEILING 5 O.C. W/ (2) 2X6'ACO SILL PLATES W/ TECO'D - OF ENTIRE GARAGE TERMITE SHIELD 4 SILL SEALER } NEW I H FNDN, WA P'51 LINE OF COLUMN LINE OF COLUMN E 2 T PC F D LL 3000 BASEMENT F MIN. W/ 24"X 12'DP. FTG. TO BEAR ON BEYOND y BEYOND — _ — �' UNDISTURBED 501L MIN, 36' BELOWI ADJ, — — GRADE— ,... i GRADE; CONIC. PARGE COAT ABV. GRADE -- - ------------------- 'F-----7 ------- L----- -�-_ ___-MAX. 10_X_SLOPE ------------ TROWELLED 40 MIL, (IMM) POLYMER- / - J L ----- NEW 12'TN PC FNDN W ALL (3000 PS I L------------------------- L----------------MODIFIED ASPHALT WATERPROOFING ------- - - MIN) W/ 24"X 12"DP, FTG. TO BEAR ON BELOW GRADE AS PER SEC, R406,2 OF ; UNDISTURBED 501L MIN, 36" BELOW ADJ, THE 2010 RES, CODE OF NYS, GRADE; CROSS SECTION B _ " CROSS SECTION_ C 10'-0" 10'-0" - tt5 REBAR NCONT, IN �. NEW 4th PC SLAB W/ 6X6 Wi,4/1.4, _ UPPER WALL 12' OF PC. WALL -- -------- 6 MIL POLYETHYELENE VAPOR BARRIER, SCALE: 1/4" = I'-0" - STIRRUPS (TYP,) NEW STEPPED FTG. TO NOT HAVE .A - (1) tt7 REBAR VERT. @ 36' O.C. SLOPE EXCEEDING 1:10 (10% SLOPE);; ONE VERT. UNIT (12" FTG, SHOWN) TO tt TEN HORIZ, UNITS (10' MAX,); FTG. LOWER 2' OF P HORIZ. CONT. IN 4" VTR TO BE STEPPED AS NECE55ARY TO CHANGE THE SLOPE OF THE BOTTOM CONIC, PARGE COAT ABV, GRADE SURFACE OF THE FTG, TROWELLED 40 MIL. (IMM) POLYMER- NEW NEW NEW LAUNDRY BATH 1 V2 I ! �/2 MASTER BATH MODIFIED ASPHALT WATERPROOFING BEL AS - - — — — — � — 1— — ! �/2 � — � — — � — — — � — — � — — ! !/2 TNE02010 REGRAS. CODEEOFSNYSR406.2 OF 1 1/2 11 112 i 11121 1 1/2 1 1118 ALL WINDOW TO BE I 1 1 I ANDERSEN 200 SERIES Co WASHER 6B SHOWER 1/2 1 W 11/ 112 1 rjjq SHOWER CO ",UNLE55 OTHERINI SE NOTED** NEW STEPPED FTG. TO NOT HAVE A 2nd FLOOR SLOPE EXCEEDING 1:10 (10% SLOPE); 2 3 1 3 2 ONE VERT, UNIT (12" FTG, SHOWN) TO NEW 21 NEW PROVIDE (1) ROW OF (1) TEN HORIZ, UNITS (10' MAX,); FTG, KITCHEN_ _ _ 11/4 _ _ _ _ _BATH _ TO BE STEPPED AS NECE55ARY TO 1 ( I 1 112 ! 1/21 1 1/2 2X12 FJ BLOGKIN6 UNDER CHANGE THE SLOPE OF THE BOTTOM wLi I 1 I CO I W 1/2 ALL WALL ON 2ND FLOOR SURFACE OF THE FTG, FS SHOWER CO Ist FLOOR I I/ 2 3 I :k 2 PROVIDE 2X6 GATS IN 1 ALL EXTERIOR WALLS REVISIONS TO PRELIMINARY DRAWIN65: REVISIONS TO FINAL DRAWIN65: MUNICIPALITY AMENDMENTS: SHEET TITLE GUSTOM HOME CO CELLAR # DATE: BY: ## DATE: BY: # DATE: I BY: � " a� T+d SECTIONS 1 12.31.14 START OF PRELIMS N.N. 11 1 08.07.15 COORD. AS-BUILT. N.N. x ;+,5��, �° PROJECT NAME NAOUM RESIDENCE TO SANITARY OR COMBINED SEWER NEW 2 �~,• r 2 2 12.29.15 COORD. AS-BUILT. N.N, r � °� �' HOUSE =�.R �v 511 BITTERSWEET LN.; GUTGHO6UE; NY; 11155 TRAP ' �.��r' • � P_1 UMBING RISER DIAGRAM 5H 4 4 YSTER BABY DRAFTING SHEET SCALE:NTS 5 5 5 � AND ARCH I TEGTllRE, P.C.. DATE: OI�2OI5 Q� 6 C 6 %lIll �� 1rd °;;,; :,,.P,;r: SCALE: AS NOTED OF ` d ti 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 (516) Q22-5ci76 (FAX) a22-6235 BY: N.N. QD WWW.OYSTERBAYDRAFTIN6.00M EMAIL: AROHITEOT®OY5TERBAYDRAFTIN6.GOM JOB NO: 14205 Q RIDGE— — — — — — — — — — _ _- _ — — — — — — — — — -- RIDGE- 12 . IDGE- 12 12 12 - Qa —2— =12 �ST — LATE TOP PLATE - - — --- - - - -- - - -- — _,_ r_ -_m.... _ m. _ _ _....._-...-. _ _ _ _...... NEW CONT. ALUMINUM GUTTER � LL1_1 (LEADERS NOT 5WOWN; CONTRACTOR ---- -- TO COORD.) rn m 2NDF.F_ — — — — — — — — — — — — — — — — — — — — — — — — — — 2ND F.F. 8 12 0 _ _ Qa ---..._-. ---- - - NEW WHT. WD. HANDRAIL; --- __ ------ 4" O.C. IMAX SPACIING BETWEEN ---- 0 0 -- 0 BALUSTERS ALL RAILINGS TO - COMPLY W/ NYS BUILDING CODE _LLI IST F.F. -_— r — — — — — — — — _ IST F.F. GRADE GRADE I I i I I I i I i I I I I I - I I I I o I I I I I I o 0 i I I I I cn I I I I I cn rn I I I I I I I I I I I I I I --------------------------------- I I I I I 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 I PROP. 4' W PC. APRON-------- 1 I 1 LZ � i I I I I I 1 I I 1 \\ BASEMENT F. BASEMENT F 1— ---r —GRADE GRADS -- -- — � ----------------------------------T1 ----- _ � ------- I '--------__MAX. 10 $ SLOPE MAX. 10 % SLOPE_____-----'`` L------- - --- --L---------------------------- L-----------1 I L--------------A -- ---------- ------ L rn I I I I I 1 L---------------- ------L---- --------------------------� 101_011 101_011 lot-oil 101-011 NEW STEPPED FTIG. TO NOT HAVE A __ FRONT ELEVATION SLOPE EXCEEDING' 1110 (10% SLOPE); P� REAR ELEVATION ONE VERT. UNIT ((12' FTG. 5HOWN) TO0-- a� SCALE: 11411 = it-011 TEN HORIZ, UNIT5 (10' MAX.); FTG. SCALE: 1/411 = II-011 TO BE 5TEPPEDA5 NECESSARY TO CHANGE THE 5LOIPE OF THE BOTTOM TOP RAIL SURFACE OF THE FTG. 2X2 WD. BALUSTERS; ALL WINDOW TO BEBOTTOM RAIL MAX. 4" O.C. ANDERSEN 200 SERIESAS PER NYS **UNLESS OTHERWI5E NOTED q�G°yT BUILD. CODE WD. DECKING NOTE: ALL DOUBLE- HUNry W I NDOW5 TO BE COTTAGE STYLE; DECK JOIST CONTRACTOR TO (SEE PLANS) COORD. RA - RAILING DETAIL CONTRACTOR TO INSTALL "TRINITY WALL 5'r'5TEM11 RETAINING WALL AS PER "NIGOLOOK" MANUFACTURER 5PEGIFIGATION5 REVISIONS TO PRELIMINARY DRAWINGS: RE\/ISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ' AP_ SHEET TITLE GUSTOM HOME # DATE: BY: #t DATE: BY: # DATE: BY: v 9 + n Ilu ELEVATIONS I 12.31.14 START OF PRELIMS N.N. II 1 08.07.15 COORD. AS-BUILT. N.N. ;�� 'N's '� PROJECT NAME NAOUM RESIDENCE 2 2 2 12.2q.15 COORD. AS-BUILT. N.N. 4 k 317 BITTERSWEET LN.; GUTGHOGUE; NY; 111135 4 4 4 • - • OYSTER BAY DRAFTING SHE P NO. 5 5 5 t1� -;I- ,., _ da AND ARCHITECTURE, P.G. DATE: 0142015 1 ,._ ,t tt 1 '31"• "'"" ' � 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED of 6 6 0P B? T (516) CI22-5'i76 (FAX) 1122-6235 BY: N.N. 7 -7 7 WEB: WWW.OYSTERBAYDRAFTING.00M EMAIL: ARCHITECT®OYSTERBAYDRAFTINO.00M JjOE3 NO: 14205 1 Q RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIDGE_ NEW VALLEY FLASHING — NEW VALLEY FLASHING 6 12 12� Q$ S I2 12 � Q8 TOP PLATE — — — — — _ — — — — — — TOP PLATE "'—NEW CONT. ALUMINUM GUTTER / (LEADERS NOT 5HOWM; CONTRACTOR TO COORD,) Li rt, m cI� , 2ND F.F. — — — — — — — — — — — — — — — — — — — — — — — 2ND F.F. NEW 36 HT. WD. HANDRAIL; NEW 36 NT, WD, HANDRAIL; L I , ;;• 4' O.C. MAX SPACING BETWEEN - 4' O.C. MAX SPACING BETWEEN BALUSTERS ALL RAILINGS TO N�W 36'NT, WD, NAND>RAIL; �\ BALUSTERS ALL RAILINGS TO COMPLY W/ NY5 BUILDING CODE / 4 O.C. MAX SPACING BETWEEN � ® COMPLY W/ NYS BUILDING CODE / BALUSTERS ALL RAILINGS TO \ �, COMPLY W/ NYS BUILIDING CODE I IST F.F. — — — — — — — — — - IST F.F. — I �I Li! — — — — — — — — — — — — — — — — — — — — — — — — — — GRADE r GRADE I I I I I I m ■ �J o I � � I I rn ail oE1:lj .. .. ........ .. .-`--------- ------ ------------- i Li Ll uo NEW VENT 0 11 LL Li 0 I'L7 J7 1 1 1:1 0 1 r=7]I] Ld I + - - BASEMENT F. BASEMENT F --- V , - --------------------------------------------------------- ------ �� .. I I I I I --- � -I F� o L-------------------------- ----------------------------------------------------..... _...._..; I �-------------------------------------------------------------------------------LI I I L------------------------------------------------------------------------------- o RIGHT SIDE ELEVATION LEFT SIDE ELEVATION SCALE: 11411 = V-011 NEW STEPPED FTG. TO NOT HAVE A SCALE: 1/411 = 1I_OII SLOPE EXCEEDING 1:10 (10% SLOPE); ONE VERT, UNIT (12' FTG. SHOWN) TO TEN HORIZ. UNITS (10' MAX,); FTG. TO BE STEPPED AS NECE55ARY TO ALL WINDOW TO BE CHANGE THE SLOPE OF THE BOTTOM ANDERSEN 200 SERIES SURFACE OF THE FTG. **UNLE55 OTHERWISE NOTED" ' NOTE: ALL DOUBLE- HUNG WINDOWS TO BE COTTACGE STYLE; CONTRACTOR TO COORD. CONTRACTOR TO I N5TALL "TRINITY WALL 5Y5TEM" RETAINING WALL A5 PER "N I COLOCK" MANUFACTURER 5PE0IFICATION5 REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: "`" SHEET TITLE CUSTOM HOME # DATE: BY: # DATE: BY: # DATE: BY: � '" a� Ts ELEVATIONS I 12.31.14 START OF PRELIMS N.N. I I 08.07.15 COORD. AS-BUILT. N.N. -` e3�5AI t'� a �d PROJECT NAME NAOUM RESIDENCE , r 511 BITTERSWEET LN.; CUTCH06UE; NY; 11155 2 2 2 12.2q.15 COORD. AS-BUILT, N.N. 4 4 4 "� � • • OYSTER BAY DRAFTING SHEET NO. S 5 5 � AND ARCHITECTURE, P.G. DATE: 01/2015 Q➢ 68 WEST MAIN STREET OYSTER BAY, N.Y. 1171 5GALE: A5 NOTED OF o t` ,, �+ b (516) C122-5Q76 (FAX) q22-6235 BY: N.N. 9 7 -7 -7 WEB: WWW.OYSTERBAYDRAFTING.COM EMAIL: ARCHITECT®OYSTERBAYDRAFTIN6.COM JOB NO: 14205--1 LIGHTING FIXTURE LEGEND FIXTURE TYPE SYMBOL DESCRIPTION A SURFACE MOUNTED DECORATIVE IOOW INCANDESCENT LUMINAIRE TBS BY OWNER B _E� SURFACE MOUNTED (2) 40W BIAX FLUORESCENT LENSED FIXTURE C DECORATIVE CHANDELIER 6-75W A LAMPS INCANDE5ENT FIXTURES D - DECORATIVE 120W INCANDE5ENT LENSED FIXTURE CEILING RECESSED I,C. (INSULATED CEILING) IOOW E @ INCANDESCENT RAL LIGHT FIXTURE TBS BY OWNER WHITE TRIM U,O,N BY OWNER CEILING RECESSED I.C.(INCANDE5CENT CEILING) F p 75W LOW VOLTAGE MRIG LENSED SMALL APERTURE DOWNLIGHT T85 BY OWNER, WHITE TRIM U,O,N, BY OWNER U,L, EXTERIOR RATED WET LOCATION IOOW G <Dd INCANDESCENT SPOT LIGHTING, PAR 38 LAMP, T135 BY OWNER ELECTRICAL FIXTURE LEGEND FIXTURE TYPE 5YMBOLI DESCRIPTION q? DUPLEX IIOV RECEPTACLE LIGHT SWITCH qpGFI GROUND FAULT PROTECTED OUTLET A B A ELECTRICIAN TO COORD, 13-WAY' SWITCHING REQUIREMENT W/ OWNER `' 6 5 - - - - - -• - - - - - - - - - - - - - - - - - " ' ^''' v'Jv'vVr'YVl�'v`r'Y'v'JJv1'v'v'vi vvrVr"JM 'v^rdv4'',"JY'v^t✓Vv`v`,'``JJde','/dv ✓v\'v'Y'v'v '!vb JJJv'dvti^WV iv"JJJYY4WvV' n r' 'v'v nr. vvvv`YJv�/dY�Vvvr>>vvvv,vtirvvv �� \ \��- i Nv,h--- VYr „Je�,r�v!`rr �Nvti'v'✓JvVrrJvNYV`Jv vr,lv�vrvvivvrf`r'Y'r'ti''v': r,�v�,vrv��r, ,,'vr'v''�"✓'iac;j_'v'v'r`r`;'v'Y''v','ir'v''v`;'r', v'vri;VJ C,T. COLLAR TIES FI GFI — r I r / n I CARBON MONOXIDE \ I = I \\ \ / 31f NEWF F F GF I CMD DETECTORR.R. ROOF RAFTER -% F SOF o LAUNDRY O /� C.J. CEILING JOIST 1 _ �E E ® ® .;. I \ V / o QErNEW /IF/ Sp SMOKE DETECTOR O.C. ON CENTER VE E QEE E NEW 0 :•. �� E -� NE l 1 �- MASTER / s ® ;• I I FI G I ALUM, ALUMINUM NEW J D ` KITCHEN } \ NEW BATH FTG. FOOTING LIVING Rf1. OO OO NEw I y \ / I / \ I 1 #:: ---- ( BATH/ 0 0 0 BAT I ` ,BED RI"I, #q 1 I DW DISHWASHER P.C. POURED CONCRETE E �E E ? l \ i F r \\ ®SD \ \ NEW EXIST. EXISTING GALY. GALVANIZED F I I/ \ I / E - A E D > G I :.: \ o _ LN. - G I x I FF FINISHED FLOOR BM. BEAM I I ENEW 1 / O I I \ FURN, ° FNDN. FOUNDATION pN DOWN E \ E E > .,.....•..• I _} �': ..._ I FWD FRENCH WOOD QOOR DOUBLE DBL. NEW I o � \ ° \ F ( �� / / -- I I ` PROP. WALL OVEN (� `" TE NEW .JGWB GYPSUM WALL BOARD FIR FRAMING PROP, DESK PANTRY I v E E \ �) I C TD W I I HDR. HEADER T.V. TRUE VALLEY E E E \ �� 'V� -� ° °I ® NEW ® F -/ �C• \ E E I =a \\ 5D rE �D o ----= –jam•,_._.._---- ' --- -- -- --------- I INSUL. INSULATION V.L. VALLEY LEDGER \ o — — _ \ I NALL� p '�E M,C. MEDICINE CABINET PLYWD. PLYWOOD qp �LF ' M S MARBLE SADDLE ML MICROLAM 41) ANEW NEW' _ — L. Cl - - - - - - - - - - - 71 �1 ,I rti: th, THICK STL. STEEL PR P, 5WX \ _ C C I }' / \T C t d1Ehl + WD. WOOD SHT PASS THRU 6 3 I I + I DN, 6 (o / ° DNI ° I_� tE ^ \ \ y Lu \ / E E I I 6 o \ o o z 1 1 1 1 1 o \ ✓ \ DE I W.I. CL. WALK-IN-CLOSET E E E E E E -- ------ --- I / I \ _ SD \ I VIF VERIFY IN FIELD / LINE OF – NEW..... I I (off / SD NEW ' 2ND FLR. ABV. ----- NEW I E: / of ----- I I Z_ NEW \ r 1 --- ---- C�. NEW / ---- ---- - \ C r FAMILY R�1. DINING RM. I -} BED R #3 L. I I } NEW 1 ®sD \ .� y MASTER -} E A E - - - E A �E f \ ----------I \___ i ®SD 11 \ I I --- NEW �crlo / A ----------H I E I \ \ ---- - s / \ NEw BED RN. I --- ---- FOYER -w \ABED R�1. #2 Il \ I ;FD D E E E E E E // E. E � � � � \ E q �• J1rYYY Y'V�Y lV'Y YY'ry Y'�'''YY Yr YY v'rY VY"Y VJVvVv'Y"YW'/V'Y�/S .' vI`J`iY'1'1'1'VVY'V'1''v'Y 1JJ,hr''I i,'V'irr'Y JIYIYYVI' ''iY'1 r'VVV1'YYY'i'� •Y"'!1'Y'Y Y''J I1'Y Y' "Y''1�Y'VJAY V"1"�'"YV`AY'rIII 'Y Y'v'Y i'Y Yl'V1''r'V'Y�' 'IVV JVV`/ /v'YV''r .. NE�11 / NEW — — r r J�IJv'v'',h'v'v'v'dJv'v'YVv !v'vv',%u1'`r'vvv CL TE 0 vrv1'Yh'(v^Y� I - - - - - - - - - - - - - - - - - - - - - - � B A B A 6 5 6 5 FIRST FLOOR REFLECTED CEILING ELECTRICAL PLAN SECOND FLOOR REFLECTED_ QEIL' NG E-ELCTRICAL PLAN SCALE: 1/4" = V-0" SCALE: I/ = I'-0" REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: , 5HEET TITLE CUSTOM HOME # DATE: BY: # DATE: BY: # DATE: BY: t .+'af�, �e IlIl ELEGTIGAL PLAN I 12.31.14 START OF PRELIMS N.N. I I 08.07.15 COORD. AS-BUILT. N.N, PROJECT NAME NAOUM RESIDENCE 2 2 2 12.29.15 COORD. AS-BUILT, N.N. '°� i i 3-(7 BITTERSWEET LN.; GUTGHO6UE NY IIg35 33 ks ` ++: OYSTER BAY DRAFTING SHEET NO. 4 4 4 5 s ins d d� AND ARCHITECTURE, P.G. DATE: OI�2OI5 QD 7 I 50ALE: AS NOTED OF 6 6 6 68 WEST MAIN STREET OYSTER BAY, N.Y. 11 7 7 . �,� T (516) Q22-5q-T6 (FAX) q22-6235 BY: N.N. Q� ,. WEB: WWW.OYSTERBAYDRAFTIN5.00M EMAIL: ARCHITECT®OY5TERBAYDRAFTIN6.GOM lJoB NO: 14205 Q GENERAL CONDITIONS OF THE WORK: 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF SITE WORK, GRADING AND'LMD5CAPING ELECTRICAL NOTES: I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR, EACH SUB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'S USE OF I- CONTRACTOR SHALL':FROM EFFECTED AREAS OF THE SITE AND REDISTRIBUTE ALL TOP501L UPON COMPLETION OF THE WORK PROVIDING SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND ASPECTS OF THE WORK. EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. I. ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT CONFORMANCE TO THE NATIONAL ELECTRICAL CODE, FOR FINISNED.:CRADINC AiJD RESE .DING OF THE LAWN AS DIRECTED BY THE OWNER. GOVERNING MUNICIPALITY AND NEPA 72. COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL AL50 DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL:SHkL NO'F:�> •.PLACE -`MAINST FOUNDATION WALLS UNTIL THE CONCRETE 15 OF SUFFICIENT STRENGTH AND UNTIL THE WALLS 2- THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO HIS WORK. ARE PROF'.•1ti2Jl:.Y. BRACED"Tom:::AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. 2• PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES, AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS. CRITERIA PRIOR TO SUBMISSION OF BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING 51TE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE " EN*' "" 3. CONTRACTOR IS TO VERIFY WITH THE OWNER IF THE OWNER WILL BE PURCHASING APPLIANCES AND HAVING THEM INSTALLED BY OTHERS PRIOR TO SUBMITTING A BID ON THE , 3- GRAt3 ::lAk.:DlJfi....ALL NEW CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. PROJECT. CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. ::'4- ALL SITE DESrGkf':tlCLUDING TOPOGRAPHY, STORM DRAINAGE, SPECIAL PAVING LANDSCAPING, ETC, SHALL BE PROVIDED BY OTHERS HEREIN, AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION .:::.::::::{JNLESS SpfCIFIED HEREIN. 4. CONTRACTOR SHALL INSTALL, AS PER OWNERS DIRECTION, ANY AND ALL INTERCOM, ALARM, THERMOSTAT, TELEPHONE AND/OR TV ANTENNA WIRING IN WALLS PRIOR TO 3- NOTHING ON THESE DRAWINGS SHALL BE CONSTRUED AS MODIFYING IN ANY WAY THE CONTRACT BETWEEN THE OWNER AND CONTRACTOR ,.: SNEETROCKING. ALL WIRING SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED I- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OF THE GENERAL CONTRACTIIR`%-OR XVT SUB-CONTRACTORS NOR:::.. 5::: •CONTRACTOR SHALL PROVIDE FOR ALL DRIVEWAY MODIFICATIONS AS REQUIRED ALLOWING FOR ACCE55 TO AND FROM THE SITE. ALL NEW AND INCLUDE THE FOLLOWING: OR THE CONTRACTOR AND SUB CONTRACTORS. SHALL HE GUARANTEE THE PERFORMANCE OF THEIR CONTRACTS. THE OBLIGATION OF THE..C.O.NTRACTDR.:5HALL NOT EXTEND TO T�fF. Ck.RB51 CURB::Ck1TS AND PAVING MUST COMPLY WITH ALL REQUIREMENTS FOR THE GOVERNING MUNICIPALITY 4 NYS BUILDING CODE% . RE- CIRCUITING ALL WIRING FOR NEW SWITCHES, OUTLETS, FIXTURES, RE CIRCUITING NECESSARY TO ALLOW FOR ALL NEW WORK, ALL REWIRING OF EXISTING FIXTURES AND LABELING OF 4- THE OWNER SHALL BE RESPONSIBLE FOR ANY ANOMALIES AND/OR IRREGULARITIES DISCOVERED DURING THE CONSTRUCTION PHASE OF THE LIABILITY OF THE ARCHITECT, HIS AGENTS OR EMPLOYEES. .'.'.7.,:.7. DOOR-:`A'ND.-WINDOW NOTES: CIRCUIT BREAKERS TO INDICATE CIRCUIT USE. ZONA M A5UR 5 TO BE TAKEN ON THE PART OF THE CONTRACTOR SUB CONTRACTORS OR THE PROJECT WHICH MAY REQUIRE ADDITIONAL E E : : 2- THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR NOR HAS CONTROL OR CNARGE.'t3F CONSTI�C:`f.ION MB;4Ff5.:5EQUENCES�:':OR ��`� I 0 THE OWNER INCLUDING THE : •• ••1 :• I- ALt`NEW WINDOWS SHALL BE PERMA-SHIELD FINISH IN WHITE AS MANUFACTURED BY ANDERSEN OR APPROVED EQUAL - FURNISHED WITH B) FURNISH NFBU CERTIFICATE AT COMPLETION OF WORK. NA N SOL RESPONS B LITY F T G ARCHITECT. ANY AND ALL COSTS RELATED TO THE ADDITIONAL WORKS LL BE E PROCEDURES OR FOR SAFETY PRECAUTIONS AND PROGRAMS. THE CONTRACTOR SHA�t:::BE RE5Plkl }BLE FCS ADEQUA F ..BRACING`Aiv:t� .., „ INSECT SCREENS, GRILLS, JAMB EXTENSIONS TRIM ETC., WITH 5/8 INSULATED GLASS UNLESS OTHERWISE AGREED TO. 5, SMOKE ALARMS SHALL BE INSTALLED IN EACH SLEEPING ROOM, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND ON EACH ADDITIONAL SERVICES OF ANY OUTSIDE AGENCIES INCLUDING BUT NOT LIMITED TO SURVEYING PILES, EXTERMINATION BORINGS, PROTECTING ALL WORK DURING CONSTRUCTION AGAINST DAMAGE BREAKAGE COLLAPSE:`:DISTORTIOZ4.-:AND MI5ALIGNtlENT.ACCORDING Ta�:'':': ':.. .: ' ' AMENDMENTS, AS BUILT DRAWINGS ETC. r.•..•.• 2- ALL EXTERIOR DOORS WITHOUT GLAZING SHALL HAVE PEEP HOLES INSTALLED.. ADDITIONAL STORY OF THE DWELLING INCLUDING BASEMENTS AND ATTACHED GARAGES, BUT NOT INCLUDING CRAWL SPACES ANp UNINABITABLE ATTICS, SMOKE ALARMS SHALL BE UNDERPINNING SITE DRAINAGE, ADDITIONAL CONSULTATIONS SITE VISITS, CERTIFICATION LETTERS, APPLICABLE CODES. 3- ALL WINDOWS DOORS WITH GLAZING 18" OR BELOW ABOVE FINISHED FLOOR A.F.F SHALL E 0 WITH INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDIVDUAL UNIT. THE ALARM SHALL BE CLEARLY 3- THE ARCHITECT HAS NOT BEEN RETAINED ON THI5 PROJECT FOR BIDDING AND/OR THE *NEGOTIATION AND ADMINI..ATION:OF THE ( ) B ORDERED TH TEMPERED GLASS, AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN 0 A IF PROJECT LIES WITHIN A MILE OF THE COAST LINE, ALL WINDOWS d DOORS SHALL BE ORDERED WITH LAMINATED GLASS, FOR ALL SMOKE DETECTORS IS PROHIBITED. CONTRACTS FOR CONSTRUCTION OF THI5 PROJECT. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN EACH DWELLING UNIT ON ANY STORY HAVING A SLEEPING AREA AND ON ANY STORY HAVING FUEL-FIRED OR SOLID-FUEL EXISTING SITE CONDITIONS 4- THE ARCHITECT IS NOT RETAINED FOR SITE INSPECTIONS::AND/OR•`OBSERVATION OF THE CONSTRUTLQN. 4- CONTRACTOR TO VERIFY ALL ALL OF THE ARCHITECT'S WINDOW 4 DOOR SPECIFICATIONS PRIOR TO ORDERING ANY WINDOW/DOORS. „ „ 1 N. .:.'...... .... '''%':':...: APPLIANCES AND EQUIPMENT FIREPLACES OR ATTACHED ARA ES. CARBON MONOXIDE ALARMS I- ALL EXISTING EQUIPMENT UTILITIES STRUCTURES AND OTHER ITEMS INTERFERING WITH THE INSTALLATION OF THE PROPOSED EQUIPMENT IF THERE ARE ANY DISCREPANCIES WITH SIZES IT IS THE CONTRACTORS RESPONSIBILITY TO CONSULT WITH ARCHITECT PRIOR TO G G R X DE L RM5 SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE 5- NO REQUEST FROM ANY PARTY FOR INFORMATION R•EGA-RUJX;?':CtA551FICATION AMPLIFICATION OR EXf.'.GANATION OF THE•RRAWINGS OR I ALARM WILL WILL ACTIVATE ALL OF THE ALARMS IN THE INDI DUA UNI H AAM SN AND STRUCTURES SHALL BE REMOVED AND REPLACED AND SHALL BE SUBJECT TO APPROVAL OF THE OWNER. NOTATION OR REQUEST FOR PERMISSION TO VARY:.QR DEVIATE•`i'r�NS:•THE REQUIREMENTS OF THESE 6Mki98-:':•OR NOTATIONS WILL BE COMMENCEMENT OF ANY WORK. V L T. THE ALARM ALL EC CLEARLY AUDIBLE IN ALL BEDROOMS OVER BACKGROUND NOISE LEVELS WITH ALL MIN AN /0 VERIFY THE ACTUAL LOCATION OF ANY AND ALL UTILITIES PIPING AND RELATED ITEMS 5- CONTRACTOR SHALL CONSULT WITH OWNER PRIOR TO ORDERING ANY WINDOW AND OO HARDWARE 0 INTERVENING DOORS CLOSED. ONE CENTRALIZED ALARM HORN FOR ALL CARBON MONOXIDE DETECTORS IS PROHIBITED. 2- THE CONTRACTOR SHALL DETERMINE D R V : ENTERTAINED BY THE ARCHITECT, UNLESS THEA, ARL`' ET FORTH IN'' IDf:TING AND ADDRESSED TO THE:OWNR`':J ::�t#L OWNER REFERS DOOR RD RE F R OWNER SPECIFICATIONS. PRIOR TO THE COMMENCEMENT OF WORK. ALL C05T5 INCURRED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR UNLESS OTHERWISE THESE REQUESTS TO THE ARCHITECT THE.A.:....i CT WILL WITH RE4.1-:. PROfhP��i� S CONSIDER 'THE.MATTER AND RESPOND IN ROOFING: 6• CONTRACTOR SHALL VERIFY WITH THE OWNER, LOCATION AND QUANTITY OF LIGHTING FIXTURES, SWITCHES, OUTLETS, ETC. PRIOR TO PROVIDING BID ON PROJECT. AGREED UPON BY THE OWNER. ' 7. PROVIDE A MINIMUM OF ONE OUTLET IN A HALLWAY THAT EXCEEDS q'-0" IN LENGTH. WRITING TO THE OWNER FOR TRAN5MIT7k Td*T ::.PARTY CONCERNED. THE Ak-'-HJTECT REPRES. DOES':•NOT, NOR WILL ASSUME, I- ALL METAL FLASHING WHERE CALLED FOR ON PLANS SHALL BE COPPER OR ALUMINUM �_ �� 3- ALL DIMENSIONS AND LOCATIONS AS INDICATED ON THE DRAWINGS SHALL BE CONSIDERED CORRECT, BUT SHALL BE UNDERSTOOD THAT WITH A 0' :H A ..`. ':G]ENTION D PES OF INQUIR'r?:':UN S :A ' . PROCEDURE IS FOLLOWED. B. PROVIDE ONE OUTLET IN EACH ROOM A MINIMUM OF 6 0 FROM THE ENTRANCE TO THAT ROOM. ANY RESPONSIBILITY T REGARD T T. E BOV'Al E TY LE ROVE PR Ep RE F LL ED. 2- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER " THEY ARE SUBJECT TO MODIFICATIONS AS MAY BE NECESSARY OR DESIRABLE AT THE TIME OF INSTALLATION TO MEET UNFORESEEN OR q. PROVIDE A MINIMUM OF ONE G.F.C.I. OUTLET WITHIN 3'-O' OF ANY SINK AND A MINIMUM OF ONE IN EVERY BATHROOM UNLESS OTHERWISE SPECIFIED. DRAINAGE SYSTEM. N OTHER CONDITIONS. TEMPORARY PROTECTION AND'S EI ...... ES .7:.*.;; .: :: :.%7.:;:: :;?' 10• CONTRACTOR MUST VERIFY WITH HI5 LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE I5 REQUIRED FOR THI5 PROJECT PRIOR TO SUBMITTING A BID. ANY TER T 3- ALL SKYLIGHT OPENINGS SHALL BE PROPERLY FLASHED. I- THE CONTRACTOR 5HAL:'::��E.RESPON IBLE FOR TET.ORARY ELECTRIC ldiA'.:'ER• Vt-'t:T:' .ACILITIES FENCING BARRICADES SECURITY AND 11• CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SU - AN S C 4- DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS AND ARE SUBJECT TO REVISIONS AS PER ACTUAL . ...B.... ..... , fi;.::, F.... , , , B P EL , ETC. RELOCATION AS REQUIRED FOR THE PROJECT. CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT ""' 4- ALL WORK SHALL BEAR A WRITTEN ONE (1) YEAR GUARANTEE FROM ROOFING CONTRACTOR FROM THE DATE OF THE OWNER'S FIELD CONDITIONS. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS HEREIN SHOWN, AND ALL DISCREPANCIES ARE TO BE CLEAN UP AS AGREED. UPON':.6ft-LEEN-'•TPS ::..PHNER AND THE CONTRA�3UR. UP.QN:':COMPLETfON OF WORK THE CONTRACTOR SHALL BROOMOF LOCATIONS IF NOT SHOWN ON PLANS, PRIOR TO COMMENCEMENT OF WORK & BIDDING. BROUGHT TO THE ARCHITECT'S/REPRES. ATTENTION BEFORE COMMENCING WITH THE WORK. CLEAN ALL AFFEGTt` AREAS 'ANfl;':CART Rk�AY•`ALL DEBRIS. ACCEPTANCEn ADDITIONAL MANUFACTURER WARRANTIES SHALL BE PROVIDED WHEN APPROPRIATE. :..: CONSTRUCTION A CONDITION EXISTS WHICH DISAGREES WITH THAT AS INDICATED ON THESE PLANS THE 2- THE CONTRACTOR%SHALL CON4�4�%.•ALL WORK TO PRECLUDE THE Et• TET5 OF':'WEATHER ON COMPLETED WORK, OR WORK IN PROGRESS. 5- ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" (MEASURED VERTICALLY) ABOVE FLAT ROOF, 5 IF IN THE COURSE OF , NO I Y THE ARCHITECT 50 AS TO ALLEVIATE SUCH CONFLICT WITHOUT BURDEN TO THE OWNER. THE CONTRA�fi*'*":..SHAj�;..ASSUME";ki""::RE5PONSIBILITY AND EXPENSE OE`* EN-PORARY ENCLOSURES WHERE NECESSARY. DUST PARTITIONS 6- FOR ROOFS PITCHED 3:12 AND UP, NEW ROOFING SHALL BE ASPHALT SHINGLES(UNLESS OTHERWISE NOTED) OVER 15# FELT , I LAYER OF CONTRACTOR SHALL STOP ALL WORK AND T F UNDERLAYMEINT REQUIRED WHEN ROOF PITCH I5 4:12 AND ABOVE, OTHERWISE TWO LAYERS SHALL BE USED FROM 3:12 UP TO 4:12, INSTALL SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND CONTINUE WITH THE WORK, HE SHALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARE.T.p:-RE PRO�k£3frf? BET•WE£N WORK AREAS ANO THE REST OF THE BUI�flING. AR151NG THERE FROM. 3- i ACdk:'tb.NTRACT•OR::SHALL•:8E RESPONSIBLE FDR ALL L055 OR DAMAGE ARISING FROM THE ACTION OF THE ELEMENTS SUCH AS WATER AND LAP JOINTS AS PER NYS RESIDENTIAL BUILDING CODE AND MANUFACTURERS SPECIFICATIONS. PROVIDE AN ICE AND WATER SHIELD UNDERLAYMEINT WITHIN 2'-0" 6- THE CONTRACTOR SHALL CHECK AND VERIFY LOCATION OF ANY EXISTING OVERHEAD OR UNDERGROUND ELECTRICAL OR OTHER HAZARDOUS•-":NEAT, WINS OR OTHER::-.DNFORE5EEN.:DfF.F. L.T. THAT MAY BE ENCOUNTERED IN PERFORMING THE WORK TO BE DONE UNDER HI5 CONTRACT. (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW, FOR ALL ROOF UTILITY LINES AND TO ARRANGE FOR THEIR SAFE RELOCATION. INf:;.. ,EVENT OF ANY:5l15PENSION`OF W()R ::> t•CONTRACTOR OR SUB-CONTRACTOR SHALL PROTECT HIS WORK AND MATERIALS AGAINST OVERHANGS. ASPHALT SHINGLES TO BE ATTACHED WITH A MIN OF TWO 12GX3/4" LONG GALVANIZED ROOFING NAILS MIN TWO PER SINGLE 7- THE CONTRACTOR SHALL BE HELD TO HAVE VERIFIED DIMENSIONS AND CONDITIONS AT THE BUILDING, NO LATER CLAIMS WILL BE -"-`::.`*.-I.-7.. DAf E•:.OR LOSS. ANY WORK OR MATERIALS T A-.F:•:HAVE BEEN DAMAGED/DESTROYED OR LOST BECAUSE OF FAILURE OF ANY CONTRACTOR OR SHINGLE AND, SIX PER STRIP SHINGLE CONSIDERED FOR LABOR EQUIPMENT OR MATERIALS REQUIRED OR FOR DIFFICULTIES ENCOUNTERED BECAUSE OF LACK OF INFORMAT-ON, LACE%%*:::;:.5UB'C{�1�3RACTOR TO SO.;PROTECT HIS WORK OR F`.tATERIAL5 SHALL BE PROMPTLY REMOVED AND REPLACED BY THE CONTRACTOR. 7- FOR ROOFS PITCHED BETWEEN 1:12 AND 3:12, NEW ROOFING SHALL BE ROLLED ROOFING WITH AN ICE AND WATER SHIELD UNDERLAYMENT OF SITE INSPECTIONS OR IMPROPER EVALUATION OF THE WORK INVOLVED. `:?::`4- THE`'WNTRACTOR SHA*i,:::GQNDUCT ALL WORK IN'•SUCH A MANNER 50 TO NOT IMPAIR THE STRUCTURAL INTEGRITY OR STABILITY OF WITHIN 2'-0" (PROJECTED HORIZONTALLY) FORM THE INTERIOR SIDES OF EXTERIOR WALLS BELOW FOR ALL ROOF OVERHANGS. : :::;. S- CONTRACTOR MUST VERIFY WITH NIS LICENSED ELECTRICIAN IF AN UPGRADE OF ELECTRICAL SERVICE IS REQUIRED FOR THI5 PR49JEL-T '::A:DJACEIVT STRUCTURES, EC:?!.-PI .NT,• OR UTILITIES. SHOULD DAMAGE OCCUR AS A RESULT OF THE WORK, THE CONTRACTOR SHALL REPAIR 8- FOR ROOFS BELOW 1:12 BUILT UP ROOFING SHALL BE 20 YEAR JOHNS MANVILLE ROOFING SYSTEM, CONSISTING OF I LAYER OF NRGII ISO, PRIOR TO SUBMITTING A Blp, CSR REPLACE SAID DAMAGED ITEMS.':'--.-. HE SATISFACTION OF THE OWNER, AND AT THE CONTRACTORS EXPENSE. THE CONTRACTOR SHALL I LAYER OF DYNABASE SET IN MBRCAA, AND I LAYER OF DYNAKAP SET IN MBRCAA. q- CONTRACTOR TO VERIFY LOCATIONS OF MASTS METERS SUB-PANELS ETC. FOR RELOCATION AS REQUIRED F©A'-:THE PI'DJECT. ;:.. *BEAR ANY°•RNTJ::ALL COST5':ASSOCIATE- WITH WORK DISCONTINUATION, ENGINEERING CONSULTATION, MATERIALS TESTING, REPAIR AND ALL q- NEW WORK SHALL TIE IN AND LAP SO AS TO PREVENT LEAKAGE ACCORDING TO ACCEPTABLE BUILDING PRACTICES ADDRESSED IN THE CONTRACTOR MUST ALSO NOTIFY THE ARCHITECT OF LOCATIONS IF NOT SHOWN ON PLANS. MISCEi..... (15'RELATED 17E�1S. NYS RE5IDEI4TtAL BUILDING CODE. .::::.::•::t•::•.. 11-1 `'"''``''` 5- TFt'--:M TRACTflR:::SHALL::BRACE SNORE REINFORCE AND/OR UNDERPIN ALL STRUCTURES INCLUDING NEIGHBORING STRUCTURES AS 10- ALL EXTERIOR NAILING SHALL BE ALUMINUM OR GALVANIZED. CONTRACTOR'S RESPONSIBILITIES FOR COORDINATION AND WORKMANSHIPV. REQUIRED•fo. SAF ;:Q{'ERATION. II- FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE I- THE CONTRACTOR SHALL COORDINATE SCHEDULING OF SUB CONTRACTORS AND OTHER CONTRACTS'tAN -..5HAG;L PROVIDE'-EV-FRY POSSIBLE 6- THE COtIF:RCTOR:::�'S TO TAKE ALL NECESSARY AND PRUDENT STEPS TO SNORE AND BRACE EXISTING STRUCTURES PRIOR TO PROVIDED A1C NIPS, RIDGES, VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUND. WALLS. COOPERATIVE EFFORT TO COORDINATE COMPLETION OF ALL WORK, THE GENERAL CONTRACTOR SHALL 'C LETE A COMPREHENSIVE IN5TALLATIOq".'3F:.NEADERS FOR NEW OPENINGS. THE PROPER AND SAFE EXECUTION OF THIS WORK 15 THE SOLE RESPONSIBILITY OF THE 12- INSTALL 5NIM5 TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING SCHEDULE FOR ALL WORK PERTAINING TO ALL CONTRACTS AND SHALL SUBMIT THE SAME TO THE OWN ER`'iTf ; GCEPTABLE FORMAF:;FOR CONTRACTOR..:'`` IN FLAT ROOF AREAS. REVIEW WELL IN ADVANCE OF WORK COMMENCEMENT. 7- EQUIPMENT AND DEVICES OF A TEMPORARY NATURE REQUIRED FOR THE CONSTRUCTION PROCESS AND PROTECTION THEREOF, SUCH AS 13- ALL INTERIOR LEADERS ARE TO HAVE 1/2" FOAM SOUND INSULATION OVER PVC PIPING. (REV. 3/96) I U .7iONS 0 N : .,`': NER ••• • • SCAFFOLDS, STAGING, PLATFORMS, RUNWAYS, HOISTS, LADDERS, CHUTES, TEMPORARY FLOORING, GUARDS, RAILINGS, SHAFT WAY 14- CONTRACTOR SHALL PROVIDE GUTTERS AND LEADERS AS REQUIRED AND SHALL CONNECT THEM TO THE APPROVED STORM WATER 2- THE CONTRACTOR SHALL COORDINATE CONSTRUCTION ACTIVITIES WITH THE OWNER TO MINIMIZE NTERR PT T OR Ai.. .- ETC., FOR THE PROTECTION OF WORKMEN AND TO THE PUBLIC SHALL BE PROVIDED, ERECTED, AND MAINTAINED IN DRAINAGE 5Yr5TEM. OPERATIONS. PROTECTIONS,.....'.:•. 'ACCORDANCE WITH THE REQUIREMENTS OF ALL NEW YORK STATE CODES, AND ALL OTHER LAWS, RULES, OR ORDINANCES OF ALL 3- EACH CONTRACTOR SHALL BE RESPONSIBLE FOR CUTTING, FITTING AND PATCHING OF HIS WORK THAT MAY BF•REQUlPED TO-tm..-PLETE "�:'' FINISH WORK NOTES: GOVERNMENTAL AGENCIES HAVING JURISDICTION DURING CONSTRUCTION. THE WORK OF HI5 CONTRACT. NO CONTRACTOR SHALL ENDANGER ANY WORK OF ANY OTHER CONTRACTOR �.Y::::'P)GAVAT% CUTTII�S:�::pR: I- TRIM, MOLDINGS, CASINGS, WINDOW FRAMES, ETC. SHALL MATCH EXISTING UNLESS OTHERWISE NOTED ON DRAWINGS, PAINT OR STAIN AS OTHERWISE ALTERING ANY OF ANY OTHER CONTRACTORS WORK, AND ND CONTRACTOR SHALL DO SO WITHOUT *Pfi.i..WR-ft-7EN•.CON5EN�'`OF 8- THE CONTRACTOR SHALL PROVIDE, ERECT, MAINTAIN THOSE ITEMS REQUIRED FOR USE, OBTAINING ALL NECESSARY PERMITS INSPECTIONS AND APPROVALS, AND REMOVE THOSE ITEMS WHICH HAVE SERVED THEIR PURPOSE AND WHEN DIRECTED BY THE OWNER, UNLESS OTHERWISE PER OWNER. THE OWNER. ANY COSTS CAUSED BY DEFECTIVE OR ILL-TIMED WORK SHALL BE BORNE BY THE PARTY'RBSPONSflk., ::::THEREFORE. STIPULATED BY THE OWNER. 2- CONTRACTOR SHALL PROVIDE WOOD STEPS TO GRADE(UNLE55 OTHERWISE NOTED). NUMBER OF STEPS REQUIRED TO BE DETERMINED IN FIELD, 4- CONTRACTORS OR SUB-CONTRACTORS WHOSE WORK AND INSTALLATIONS REQUIRE SLEEVES, .I-IAWC.R INSERTS, BMT., ;.,ANC:WdR5, ETC., TO ALL DECK LUIMBER TO BE A.C.Q.(ARSENIC FREE PRESSURE TREATED LUMBER) BE BUILT INTO THE WORK OF OTHER CONTRACTORS SHALL INSTALL OR PROVIDE THESE ITEM,:-.'.-.TO TWD:: PROPRIATE"`O',N:TRACTOR WHO WILL DEMOLITION NOTES: 3- ALL EXTERIOR WOOD FENCE AND DECKING MATERIALS TO BE WATER SEALED. . SET THESE TO WORK IN THE LOCATIONS ESTABLISHED BY THE CONTRACTOR WHO REQUIRES THESE ITEI`�5':'::.THESE ITEI' SHALL BE I- THE CONTRACTOR SHALL ASCERTAIN THAT THE AREA OF DEMOLITION HAS BEEN CLEARED OF ALL FURNITURE AND MOVABLE EQUIPMENT IN 4- CONTRAC1TOR SHALL SEAL AND / OR PRIME ALL DOORS IMMEDIATELY UPON INSTALLATION TO AVOID WARPING. , PROVIDED AND THEIR LOCATIONS COORDINATED SUFFICIENTLY IN ADVANCE, 50 AS NOT`f&-DELAY THE PR' R;ESS OF A JOB AS A WHOLE. ,ORDER TO ALLOW FOR DEMOLITION TO PROCEED. THE CONTRACTOR SHALL NOTIFY THE OWNER IMMEDIATELY OF ANY SUCH CONDITIONS 5- ALL GLAZING AND SKYLIGHTS SHALL BE IN ACCORDANCE WITH THE NYS RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCES. ALL SUCH ITEMS SHALL BE INCORPORATED SO THEY WILL MEET THE CORRECT PHYSICAL EL1,VATIONS OF I'k�RS AT EACH LEVEL. THEY PREVENTING HIS PROCEEDING WITH THE DEMOLITION. (REV. 3/%)i SHALL BE SECURED INTO THE FRAMEWORK FOR CONCRETE 50 AS TO MAINTAIN THE�R:;•DR�P'{�:: P�?TION AND POSITION DURING THE PLACING 2- ALL ELECTRICAL HIGH OR LOW VOLTAGE CONDUITS, WIRES, INSTRUMENTS AND EQUIPMENT ADJACENT TO OR CONTAINED WITHIN 6- ALL GYPSUM BOARD WALLS AND CEILINGS SHALL BE TAPED AND SANDED WITH A MIN OF 3 COATS OF SPACKLE, PRIMED AND READY FOR OF CONCRETE AND REMOVAL OF FORMWORK. W.I. `"`'`' 7' PARTITIONS TO BE REMOVED BACK TO THE NEXT PANEL BOARD AND SHUTDOWN. NO CIRCUITS, WIRES OR EQUIPMENT SHALL REMAIN OPEN WALL FINISHING, AS PER OWNER. 5- THE CONTRACTORS SHALL MAKE TIMELY SUBMISSIONS TO THE OWNER OF:THE VARIOUS ITEMS:5ET FORTH 50 AS TO ALLOW REASONABLE OR LIVE. 7- THE OWNER SHALL SELECT ALL COLORS FOR APPLIANCES PAINT, TILE, CABINETRY, EXTERIOR PAINTING, COUNTER TOPS, AND KITCHEN AND ADEQUATE TIME FOR REVIEW, P0551BLE CORRECTION, P0551BLV:'RESUBMIS510N, AN0:::fi0R-vAPPROVAL OF SUBMISSIONS WITHOUT DELAYING 3- DEMOLITION INCLUDES COMPLETE REMOVAL AND DISPOSAL OF ALL ITEMS FROM SITE, EXCEPT ITEMS DESIGNATED TO BE REMOVED AND CABINETRY. THE PROGRESS OF THE ENTIRE PROJECT OR ANY PHASE SOF TFIE 'PIRG iE� :':::: RETURNED TO THE OWNER FOR RE-USE. MATERIALS OR ITEMS SUCH AS DOORS AND FRAMES, GLA55 AND LIGHTING FIXTURES DESIGNATED 8- CARPETIMG SHALL BE FURNISHED AND INSTALLED AT THE OWNERS EXPENSE UNLESS OTHERWISE AWARDED IN THE CONTRACT 6- ANY MATERIALS OR WORKMANSHIP FOUND AT THE TIME:.TO BE DEFECTIVE::DNALL BE REMEDIED AT ONCE, REGARDLESS OF PREVIOUS ON DRAWINGS TO REMAIN THE PROPERTY OF THE OWNER SHALL BE REMOVED WITH CARE AND STORED IN A LOCATION ON THE SITE TO BE q- CONTRACTFOR SHALL PATCH MATCH ALL FINISHES AFFECTED BY THE NEW CONSTRUCTION FOR BOTH THE INTERIOR AND EXTERIOR. INSPECTION, THE INSPECTION OF THE WORK I5 INTENDED�'T6::AJD THE CONTRi CT.I.O IN APPLYING LABOR AND MATERIALS TO AND IN DESIGNATED BY THE OWNER. 10- UPON COMPLETION OF .THE NORK, THE CONTRACTOR SHALL BROOM CLEAN ALL AFFECTED AREAS AND CART AWAY ALL DEBRIS. ACCORDANCE WITH THE SPECIFICATIONS, BUT SUCH;:NNSPE:CTI'N::S' LL NOT OPE4 ATE TO RELEASE THE CONTRACTOR FROM ANY OF HIS 4- CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL WORK, INCLUDING PERMITS FOR TRANSPORTING AND DISPOSAL OF DEBRIS AND 11- WATERPROOF ALL BAT.14ROOM FLOOR AND PROVIDE COVE BASE AS PER NY5 RESIDENTIAL BUILDING CODE. CONTRACTUAL OBLIGATIONS, OTHERS AS REQUIRED BY AUTHORITIES HAVING JURISDICTION INCLUDING ANY HAZARDOUS MATERIALS THAT MAY BE DISCOVERED. 12- ALL 5TAPR COINSTRUC'�If1N TO CO�If'LY WITH NYS RESIDENTIAL BUILDING CODE. 7- ALL NEW MATERIALS AND INSTALLATIONS SHALL`•':ff:.kl ACCORDANCE WITH MFG. LATEST PRINTED SPECIFICATIONS AND WITH ALL 5- CONTRACTOR IS REQUIRED TO NOTIFY OWNERS OF ANY AND ALL REQUIRED UTILITY SHUTDOWNS WITHIN THREE DAYS PRIOR TO TIME 13- GLASS EtVCLO'SIJRES ONAD SHOWER ''AND TUBS SHALL BE IN COMPLIANCE WITH THE NYS RESIDENTIAL BUILDING CODE, GOVERNING CODE REQUIREMENTS. REQUIRED TO BE SHUTDOWN, 8- ALL MATERIALS SHALL BE NEW AS CALLED FOR IN TPK DRAWING5, AND THE BEST OF THEIR RESPECTIVE KINDS. THE CONTRACTOR 6- THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ALL NECESSARY SAFEGUARDS SUCH AS GUARDRAILS, BARRICADES, COVERING, ETC., TO MASONRY'." �.��, ,; ....:;; "•.`•:'::•:::• WITHOUT WRITTEN APPROVAL OF THE ARCHITECT SHALL MAKE NO SUBSTITUTIONS. FOR PORTIONS OF THE WORK NOT SHOWN IN DETAIL BUT PROTECT THE WORKMAN AND PUBLIC FROM ANY FORM OF BODILY INJURY, 1;.•PROVIDE;,H EPot:..:��:::�:...2'-0" O.C. . :::. WHICH ARE SHOWN GENERALLY, OR FOR REASONABLE INFERABLE AS BEING REQUIRED FOR A PROPER AND COMPLETE INSTALLATION, THE 7- PROVIDE AND MAINTAIN NECESSARY COVERINGS AND BOARDING TO PROTECT EXISTING WORK AND FINISHES TO'-REMAIN. UPON ::..7`:-P.ROVIDE`GALVANIZE ..WAIL TIES TO ANCHOR BRICK, MATERIAL, METHODS AND WORKMANSHIP SHALL CONFORM, AS A MINIMUM, TO THE TYPICAL OR REPRESENTATIVE DETAIL THROUGHOUT THE COMPLETION, REMOVE ALL PROTECTION AND CLEAN DOWN ALL SURFACES AND LEAVE ALL CONSTRUCTfol:'N A CLEAN, ORDERLY CONDITION.... •3:::C�ROWALIL 'REINFORCED @ 16" O.C. VERTICALLY. CORRESPONDING PARTS OF THE BUILDING. DUST SHALL BE KEPT AT A MINIMUM WITH PROTECTIVE COVERING REQUIRED OVER EXISTING FINISHES (C`1 RET, 'Efi-CC.) TO BE PROVIDED. ':"'.. 4. `E-X-P.A*IO>N JOI:NT5 @ 30'-0" O.C, VERTICALLY (MAX.) AND AT INTERSECTIONS, (REV. q/03) r q- NO MATERIALS OF ANY KIND SHALL BE USED UPON THE WORK UNTIL IT HAS BEEN INSPECTED AND ACCEPTED BY THE OWNER, ALL 8- THE CONTRACTOR SHALL BE HELD RESPONSIBLE FOR ANY DAMAGE CAUSED BY IMPROPER-•PROTECTION';�N3J;.SHALL MAKE ALL REP;Ai�-5 "` `%V . MATERIALS REJECTED SHALL BE IMMEDIATELY REMOVED FROM THE WORK AND NOT AGAIN OFFERED FOR INSPECTION, WITHOUT COST TO THE OWNER. PLUMBII�:."I4l6TE5: :: 10- ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER AND ALL MECHANICS SHALL BE SKILLED IN THEIR TRADE. q- ALL REMOVALS SHALL BE NEATLY AND SAFELY DONE, CAUSING NO DAMAGE TO WORK':FO REMAIN*. -AND"RUBBISN:•SHAE'L NOT`B- :'::. I. ALL PLUMBING WORK SHALL INS I ...... .. II- ITEMS SHOWN ON PLANS BUT NOT SPECIFICALLY STATED IN THE SPECIFICATIONS AND/OR VICE VERSA SHALL BE CONSIDERED TO BE ALLOWED TO ACCUMULATE AND SHALL BE PROMPTLY DISPOSED OF LEGALLY. "• RCT CONFORMANCE WITH ALL STATE AND LOCAL CODES, " 2. NOT WATIER NEATER SHALL HAVE A MAXIMUM TEMPERATURE SETTING OF 140 DEGREES F. INCLUDED IN THE CONTRACT. 10- MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE AND PROTECT AWAt T DAMA'xE DURING:I3:Ivi10LITi0N OPERATIONS;'`':::::::: PROVIDE NOT AND COLD WATER SUPPLY LINES TO A NEW REFRIGERATOR AS REQUIRED BY MANUFACTURES SPECIFICATIONS, CODE COMPLIANCE EXCAVATIONS AND SUBSURFACE SOIL CONDITIONS •••• 4. PROVIDE INSULATION ON ALL NEW PIPING AS REQUIRED BY CODE. I- ALL CONTRACTORS AND SUB-CONTRACTORS SHALL BUILD IN COMPLIANCE WITH ANY AND ALL APPLICABLE NYS RESIDENTIAL BUILDING I- CONTRACTOR SHALL STRIP ALL TOPSOIL FROM EFFECTED AREAS OF THE SITE AND SAVE FOR REDISTRIBUTION. THE CQNTDACTOR SHALL 5. REMOVE AND RELOCATE ALL EXISTING PIPING AS REQUIRED TO ASSURE THE PROPER EXECUTION OF THE WORK. CODES AS WELL AS THE REQUIREMENTS OF LOCAL AGENCIES. THESE RESPONSIBILITIES INCLUDE BUT ARE NOT LIMITED TO MATERIALS THEN REMOVE ALL EXCESS EARTH FROM THE SITE, 6. BELOW GROUND WASTE LINES SHALL BE X.H.C.I. PIPING. ...... ..... FILING PROCEDURES AND 2- PRIOR TO EXCAVATION THE CONTRACTOR SHALL VERIFY'Tf}E: flSh FfONS OF ALL BELOW GRADE UTILITI �,. :fiffl ER AND 5ENA£E LINES, 7. POTABLE LINES SHALL BE TYPE L' COPPER, EQUIPMENT, APPLICATIONS / INSTALLATIONS, THE PROPER SEQUENCE OF TRADES AND PHASES OF CONSTRUCTION, G , 8. THE PLUMBING CONTRACTOR SHALL PERFORM ALL REQUIRED GAS OR OIL PIPING AND VERIFY ANY SITE CONDITIONS $ GENERAL ACCEPTABLE BUILDING PRACTICES OUTLINED BY THESE CODES. THESE REQUIREMENTS SHALL PERTAIN TO THE PROPERTY IRYWELLS, SEPTIC SYSTEMS, AND ANY OTHER FACILI.IIS• C Y IT'S ALTERATION. BE IT KNOWN THAT ALL 3- ALL EXISTING FILL, ROOTS AND OTHER UNSUITABLE BARING MATER(Ah:8,HALL BE REMOVED AND FOOTINGS,jCAR-P,10:10 THE BOTTOM OF REQUIREMENTS PERTAINING TO THERETO (IE. RELOCATION, UPGRADING, ETC)-PRIOR TO BIDDING AND COMMENCEMENT OF ANY ADDRESSED HEREIN AS WELL AS ANY NEIGHBORING PROPERTIES THAT MAY BE AFFECTED B SUCH EXCAVATION. `'`" :....7 • NOTES AND SPECIFICATIONS SHOWN HEREIN, WHICH MAKE REFERENCE TO SAID RESPONSIBILITIES, ARE RECOMMENDATIONS OF THI5 OFFICE K q. SANITARY DISPOSAL SYSTEM "" '�"' ' ' `' LSHALL BE COUNTY DEPARTMENT OF HEALTH SERVICES APPROVED FOR DESIGN AND INSTALLATION. AND ARE SUBJECT TO CHANGE AS PER ANY GOVERNING AGENCIES AND REPRESENTATIVES THEREOF, ANY DISCREPANCIES WHICH MAY ARISE 4- ALL FOOTINGS SHALL BEAR ON VIRGIN SOf7.I. HAVkNG::A MINIMUM BEARING CAPACI :Y:::3,000'POUNDS. CONTRACTOR TO ALERT ARCHITECT IF EXCAVATION CONDITIONS DIFFER. W. THE OWNERS SURVEYOR SHALL BE RESPONSIBLE FOR DESIGN LOCATIONS OF THE FACILITIES AS WELL AS OBTAINING ALL PERMITS BETWEEN THESE DRAWINGS AND SAID REQUIREMENTS SHALL BE BROUGHT TO THE ARCH ITECT'S/REPRES./REPRFS. ATTENTION BEFORE 5- IN THE EVENT THAT THE CONTIRIM..OR DISCOVERS ��?AY'•.: lLT OR OTHE :•.SOIL VF::::`ONTRACT-M.:': I ALL COORDINATE A TEST BORING IN OR APPROVALS. T... ;r...S , THE COMMENCEMENT OF WORK IN QUESTION. ' IF.""' ' 141T R' 10. CONTRACTOR SHALL PROVIDE NOT WATER BASEBOARD NEAT THROUGHOUT AT PERIMETER WALLS UNLESS OTHERWISE NOTED. M WITH THE REQUIREMENTS OF THE FIRE CODE OF NEW YORK STATE NEW YORK STATE ENERGY ACCORDANCE WITH THE OWNER.::l::CONTR CTOR AGREEMENF::FO VERIFY...-.THE..THE PR Si1.,... I1iP.....JM BEARING CAPACITY. 2- EACH CONTRACTOR SHALL COMPLY T 6- ALL EXTERIOR FOOTINGS ' F4h't:BE A:.{ 1.3-l1JI1 OF 3'-0" BELOW'G1RA:C?E..UNLESS::::WTED O�Nr NISE IN PLANS. I1. WATER MAIN MUST BE 7'-0" AWAY FROM THE SANITARY DISPOSAL SYSTEM AND 4'-0" DEEP.12. IN BEARING WALLS OR CONSERVATION CODE, FEDERAL O.S.N.A./ AND ALL OF THE LOCAL GOVERNMENT AGENCIES HAVING JURISDICTION, INSOFAR AS APPLICABLE .::•.:: PARTITIONS, NO STUD IS TO BE CUT MORE THAN 1/3 IT'S DEPTH TO RECEIVE PIPING, DUCT OR ELECTRICAL WORK. TO HIS PORTION OF THE WORK. CONCRETE 4 FOUNDATiON`NOTES: ''1::::::::;. ...... ........ 3- NO NOTE OR DETAIL OR LACK THEREOF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM AN EXECUTION OF ALL WORK IN I- PERFORM REOQIi ED ALTERATIONS.**tt ::.:EXISTING CONCRETE. NEW WORK"NS''fALLEb`ADJACENT TO AND CONNECTING WITH PRESENT WORK (REV. q/03) \� ACCORDANCE WITH ALL STATE AND LOCAL CODES. SHALL MATCH EXI :'M. J01.NTS..BETRT R NEW AD EXI5TING WORK SHALL`1-. TROWELED SMOOTH AND EVEN. PROVIDE EXPANSION JOINTS CARPENTRY NOTES: \\� 1 PERMITS, INSPECTIONS AND APPROVALS AS REQl1i1 Ep:.. :...,. 1- ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OFA `\ 'C, 2-..FOOTING-5`A-T DIFFM- ENT LEVELS 5HALL:$f STEPPED 50 THAT THE CLEAR DISTANCE BETWEEN ADJACENT BOTTOM EDGES SHALL NOT SINGLE STUD WIDTH. ANY STUD MAY BE BORDED OR DRILLED PROVIDING THAT THE DIAMETER OF THE RESULTING HOLE IS NO °�) . I- UNLESS OTHERWISE AGREED UPON BETWEEN THE ARCHIITECT AND THE OWNER, THE OWNER SHALL PAY FOR AND THE CONTRACTOR SHALL 66ft- .;A 5LfPE OF ONE-:VKRTICAL TQ:Tki :0Pf.10XTAL OR DEPENDENT UPON LOCAL GOVERNING CODES WHICHEVER IS PREVALENT. GREATER THAN 40% OF THE STUD WIDTH THE EDGE OF THE HOLE IS NO CLOSER THAN 5/8" TO THE EDGE OF THE STUD AND OBTAIN A BUILDING PERMIT FROM THE VILLAGE, TOWNSHIP OR GOVERNING MUNICIPALITY PRIOR TO STARTING ANY WORK. 3- Cf...... E FOUNDATIONS SHALL BE POURED''COA'.T.' UOUSLY. IF POUR 15 INTERRUPTED A VERTICAL KEY SHALL BE PROVIDED. THE HOLE 15 NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. A STUD MAY BE BORED TO AS DIAMETER NOT 2- THE CONTRACTOR SHALL OBTAIN ALL REQUIRED APPROVALS PERMITS, CERTIFICATES OF OCCUPANCY, INSPECTION APPROVALS, ETC. FOR.-.-.-.-.-.-.....HORIZONT-.A*':;JOINTS ARE NOT PERMITTED. EXCEEDING 60% OF ITS WIDTH, PROVIDED THAT SUCH STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS ARE DOUBLED WORK PERFORMED FROM AGENCIES HAVING JURISDICTION THEREOF. •'•:'4�:GONTR'A :xOR..SHALL VERIFY DIMENSIONS AND LOCAT'iONE OF SLOTS, PIPE SLEEVES, INSERTS, ANCHOR BOLTS, ELECTRIC CONDUITS, ETC. AND THAT NOT MORE THAN TWO 2 SUCCESSIVE STUDS ARE BORED . APPROVED STUD SHOES MAY BE USED WHEN INSTALLED 3- THE CONTRACTOR SHALL HAVE A COMPETENT REPRESIENTATIVE OR FOREMAN PRESENT, WHO SHALL FOLLOW WITHOUT DELAY ALL .'� A:5:: 1 QUIR11 '`10R TRADES B i RE:PLACING CONCRETE. O : INSTRUCTIONS OF THE OWNER OR NIS/HER ASSISTANTS INI THE PROSECUTION AND COMPLETION OF THE WORK IN CONFORMITY WITH THIS;:::::•;: IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMNEDATION. 5-`" ::•CONCRETE BLOCK FOU0D-T M::b�;ALL. SHALL BE ACCEPTED IN LIEU OF POURED CONCRETE WHERE PERMITTED BY LOCAL CODES. CONTRACT, AND SHALL HAVE FULL AUTHORITY TO SUPPLY LABOR AND MATERIALS IMMEDIATELY. THE CONTRACTOR SHALL-X-5.0 HAVE`A-',`.:::::: 6- FOR CRAWL.SPACES BASEMENTS �t D' fLtARS ANCHOR BOLTS SHALL BE 5/8" DIA. WITH MINIMUM EMBEDDMENT OF 18" FOR MASONRY 2- WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN I COMPETENT REPRESENTATIVE AVAILABLE TO RECEIVE TELEPHONE MESSAGES AND PROVIDE A REASONABLE REPLY A5:500N AS`:FOSSIBLEI `: ::::.. "Mk: T Y EXTERIOR WALL OR INTERIOR LOAD-BEARING WALL, .. .WALLS AND.? F{ `•POURED CONCRETE WALLS. THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX. ONE FOOT FROM CORNERS AND NECESSITATING CUTTING, DRILLING, OR NOTCHING OF THE TOP PLATE BY MORE THAN 50% OF ITS WIDTH, A GALVANIZED METAL BUT NOT LATER THAN 24 HOURS. 6 FROM-':,.:D.:CONDITIONS, AND':SPACED THEREAFTER A MAX, 48" O.C. FOR SINGLE STORY STRUCTURES AND 3'-0" O.C. FOR TWO STORY TIE NOT LESS THAN 0.054" THICK AND 1-1/2" WIDE SHALL BE FASTENED TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 4- THE CONTRACTOR SHALL, AT ALL TIMES, PROVIDE CONSTANT AND EASY ACCESS AND SAFE PROPER FAC...1T.7.V. .FOR k:N�:.%,:.. ECTI�.... STRUCTURES::�>aND'23°i:J C:::FOR:�fikIREE STORY STRUCTURES. NOTE THAT TWO STORY STRUCTURES WITH ROOF SLOPES EQUAL TO OR FOUR 16d NAILS AT EACH SIDE OR EQUIVALENT. OF ALL PARTS OF THE WORK. GREATER TH; N:: :12 5HAU: BE CONSIDERED THREE STORIES• 5- THE CONTRACTOR SHALL POST THE PERMIT ON THE JOB SITE AS PER BUILDING CODE REQUIREM ENTS*.7:;.AN CO AfSPICUOUS``f?�ACE. 7- FOR SLABS'`f f::*WDE AND LOCATIONS WHERE THE EXTERIOR WALL PLATE BEARS DIRECTLY ON THE FOUNDATION WALL, ANCHOR BOLTS 3- THERE SHALL BE NO BACKNAILING OF STUDS, RAFTERS AND JOISTS. ALL FRAMING BE FASTENED AS PER RCNYS CHAPTER 6, SHALL BE 5/8" DIA WITH MINIMUM EMBEDMENT OF 18". THERE SHALL BE A MINIMUM OF TWO BOLTS PER SILL, MAX, ONE FOOT FROM SECTION R602, AND TABLES R602.6.3(I), PAYMENTS TO THE CONTRACTOR I'::::::::::... :.:.7.1.1.%.11%% CORNERS AND 6"•FROM END CONDITIONS, AND SPACED THEREAFTER A MAX. 33" O.C, . 5- BEFORE ANY PAYMENT WILL BE MADE BY THE OWNER THE CONTRACTOR SHALL DELIVER TO THE OWNER ANY:::�A1VER OR R�:EA5E5•0F 8- PROVIDE CONTINUOUS METAL TERMITE SHIELD WITH ALL JOINTS SEALED ALONG PERIMETER WALLS AND SHIELDED TERMITE COLLARS AT FIREPLACE NOTES: ANY LIENS ARISING OUT OF HIS CONTRACT FOR WORK COMPLETED AS OF THE DATE OF THE REQUEST FOR PAYMENT. 'i::•:.:PLUMBING PIPES IN CRAWL SPACES UNLESS OTHERWISE NOTED. I. FIREPLACE CONSTRUCTION SHALL COMPLY WITH SECTION 7813.5D D N.Y, STATE C __ 6- THE CONTRACTOR SHALL ALSO FURNISH EVIDENCE SATISFACTORY TO THE OWNER THAT ALL PAYROLLS, BILLS FOR,. A' R MAf : LS `'`c: : .Y:•MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS TO BE AS FOLLOWS: D F Y. T TE E CC, WITH A MAXIMUM OF 20 CFM AIR - INFILTRATION LOSSES WITH DAMPER IN CLOSED POSITION AND EQUIPMENT AND OTHER INDEBTEDNESS CONNECTED WITH HIS WORK FOR WHICH THE OWNER OR HIS PROPERTY..�IGHT IN''•ANY Niki::�f<. A) FOOTINGS PIERS FOUNDATION WALLS: F C = 3,000 P.S.I. STONE CONCRETE. - ;•,::.,, 2. FIREPLACE UNIT SHALL BE PROVIDED WITH 150 CFM OUTSIDE AIR INTAKE DUCT (DAMPERED). RESPONSIBLE, HAVE BEEN PAID OR OTHERWISE SATISFIED. '': ':*:.7.'.'.V.'. .%: .. . B) SLAB ON GROUND: Ft = 2,500 P.S.I. CONCRETE. 3. FIREPLACE TO BE SUPERIOR MODEL WITH OPTIONAL GLASS DOOR ASSEMBLY AND OUTSIDE COMBUSTION KIT INCLUDED. C) SUPERSTRUCTURE, SLAB: F'C = 3,000 P.S.I. CONCRETE. I �+ INSURANCE AND WARRANTIES 4. FIREPLACE SHALL BE INSTALLED AS PER MANUFACTURERS WRITTEN SPECIFICATIONS. •e'f AUG 1 7 2015 1 :.. 7. D)3500 P.5,I.,MIN.COMPRE55IVE STRENGTH OF CONCRETE FOR GARAGE SLAB. i I- EACH CONTRACTOR AND SUB-CONTRACTOR SHALL SUBMIT PROOF OF INSURANCE WITH A COMPANY 1451�i�ED BY THE 5T.-AT:E OF.`NEW YORK E)CONCRETE TO BE 5 TO 7% AIR-ENTRAINED,PER R 402.2 OF RCNYC 5. PROVIDE METAL WALL SHIELDS ON BOTH SIDES OF FIREPLACE OPENING (SUPERIOR WS40 OR EQUAL). HAVING COVERAGE FOR THE TYPES OF WORK SPECIFIED WITHIN THIS BID PACKAGE IN THE AMOU9.5 AN13::PERIODS SATISFAA:'FORY TO THE 10- ANTI-HYDRO SHALL BE ADDED IF POURING TAKES PLACE AT 32 DEGREES F OR LESS. 6. CHIMNEY OUTLETS SHALL NOT BE LOWER THAN THE TOP OF ANY WINDOW WITHIN 15'-01' OR LE55 THAN 2'-0' ABOVE ANY - OWNER. THE PROOF OF INSURANCE SHALL BE AS FOLLOW15: COMMERCIAL GENERAL LIABILITY,. COR-TRACTU' �::PJ=RSONAL INJURY, il- CONCRETE: WORK INCLUDED: COMBUSTIBLE PART OF THE ROOF WITHIN 10'-0"• (REV. q/03) --------- AUTOMOBILE ____ AUTOMOBILE LIABILITY MEDICAL PAYMENTS AND UMBRELLA LIABILITY. FAILURE TO SUBMIT CERTIFICATE OF':IifSA!RANCE MAY CAUSE YOUR A) ALL FOOTINGS, FOUNDATIONS STEPS PLATFORMS, ETC., AS PER DRAWINGS. BID TO BE DISQUALIFIED. `' B ALL CONCRETE SLABS. 3� 2- OYSTER BAY DRAFTING AND THE OWNER SHALL BE AMONG THE NAMED INSURED. '':SIR.IES::: >.':L kTIFICATES"SHALL BE PROVIDED TO ALL ) 7 PARTIES PRIOR TO THE COMMENCEMENT OF ANY WORK. C) ALL OTHER WORK AS REQUIRED BY DRAWINGS. '> r 3- THE CONTRACTOR, IT'S AGENTS, SERVANTS AND EMPLOYEES 5HALL:INDEMNI�Y AND HOLD HARMLESS THE OWNER AND THE ARCHITECT D) SET ANCHOR BOLTS. a • • •x. AND THEIR AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAII�D:`::p i{i,C��$ LOSSES At3D::fXf'ENSES INCLUDING ATTORNEYS FEES RE\/ISIONS TO PRELIMINARY DRAWINGS: RE\/1510N5 TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: � ` � a -" SHEET TITLE CUSTOM HOMEEl r...:.:..:.:......., 12- DAMP PROOFING: WORK INCLUDED: # DATE: BY: # DATE: BY: # DATE: BY: �,.,=l '"t�N, 11 ARISING OUT OF RESULTING FROM THE PERFORMANCE OF THE WORK. A. ALL SURFACES TO BE DAMP PROOFED SHALL BE DRY, CLEAN 4 SMOOTH, FREE OF DUST, 'f' r,'� !�l.pr �`�r��\ � t� �� Il$ NOTES 4- IN ANY AND ALL CLAIMS AGAINST THE OWNER OR THE ARG141TECT OR ANY**0ff:I:NEIR AGENTS OR EMPLOYEES BY ANY EMPLOYEE OF THE DIRT, VOIDS t CRACKS $ SNARED PROJECTIONS. 1 12.31.14 START OF PRELIMS N.N. I 1 08.07.15 COORD. A5-BUILT. N.N. � �_ �� a C' �o� ,� ,� „�r ' • ,� ., a° PROJECT NAME CONTRACTOR OR SUB-CONTRACTOR ANYONE DIRECTLY..OR IN'GN '><CTLY EMPLOYED-*'tT`ANY OF THEM OR ANYONE FOR WHOSE ACTS ANY OF 2 2 2 , N,AOUM RESIDENCE B. ALLOW 24 HOURS PRIOR TO BACKFILLING. THEM MAY BE LIABLE, THE INDEMNIFICATION OBLIGATIOO...UNDER`-Nt5.:;;PARAGRAPH-`SHALL NOT BE LIMIT IN ANY WAY BY ANY LIMITATION ON C. APPLY MASTIC EMULSION ONLY WHEN TEMPERATURE I5 40 DEGREES F t RISING 4 IN DRY 3 3 3 I 1 i I d 511 BITTER5NEET LN.; OF DAMAGES COMPENSATION OR;':�ENEFITS`P4'YABLE BY OR FOR THE CONTRACTOR OR SUB-CONTRACTOR UNDER `� �', GUTGHO6UE; NY; 11g35 THE AMOUNT OR TYPE WEATHER. 4 1 14 q �,' 1 I • • OYSTER E3�tY DRAFTING SHEET NO. WORKER'S COMPENSATION ACTS, DISABILITY BENEFIT A -Ts nR ANY b;l'HER EMPLOYEE BENEFIT ACTS. D. APPLY CELOTEX TROWEL MASTIC OR APPROVED EQUAL ON ALL FOUNDATION WALLS BELOW GRADE AT BASEMENT CRAWL SPACES) MASTIC SHALL BE APPLIED AT THE RATE OF 5 5 5 1 '" �` ' r, d : - da SND ARGHITEGTllRE P.G. DATE: I2�2OI4 R� �lj = �+ ' .:+ sGALE: AS NOTED of ..• I/8" THICK NET, 6 6 6 �,'�, �?- ' d � 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 I'll 7 7 -f -__,-_•f �" , �`Q R P))9 (516) ci22-51116 (FAX) 122-6235 BY: N.N. Q� WEB: WWW.OY5TERBAYDRAFTIN5.GOM EMAIL: ARGHITEGT®OY5TERBAYDRAFTING.GOM JOB NO: I42O5 Q Q�13q v Y ` 100000, ; c / 0 PROP. AREA TO BE CLEARED o, 0 PROP. CONC. STOOP "A \ t STEPS (57.0 5F) PROP. 60 X 2'DP, DRYWELL p� oO ' \ PROP. IST FLR. (1,472.0 SF) Z:, \ / PROP. 2ND FLR (1,472.0 5F) \ PROP. (2) A/C UNITS �� ` \ PROP. PROPANE FIREPLACE ----- \ \ ✓� STEPS N II116�TOOP / \ ( 5F) PROP, GRAVEL DRIVEWAY \A9 ,.. $ --�1 i \� PROP. 0 X 2'DP. DRYWELL � \ \ ' PROP. 36'X 16' IN-GROUND POOL Z \ vtpqb (576 SF) (APPROX. 2,% CF) Xt \ 50.00' > ,�� y>>-PROP�<2,STY;;�•\:;.�.�;x. \ PROP. I PROPANE TANK ( ) X� , 1 DWELLING; GARACE<; J / \ PROP. 1500 GAL. SEPTIC TANK: ' \\, '.0 , - MIN. 5' IFROM PROPERTY LINE I 1 f / x CONTRACTOR TO INSTALL - MIN. 10 FROM DWELLING �� `''' \ h f . "TRINITY HALL 5Y5TEW RETAINING HALL AS PER PROP. LEACHING POOLS: "NI GOLOGK" MANUFACTURER - MIN. 10' FROM PROPERTY LINE - MIN. 20' FROM DWELLING \ \ 5PEGIFIGATION5 _ MIN. 8' IFROM SEPTIC TANK ��\ 0,.� �Q � \ I - MIN, 10' FROM OTHER LEACHING POOL PROP. FUlTURE 50% EXPANSION POOL ZONING CALCULATIONS ,- - __ � REQUIRED PROPOSED PLOT PLAN ��, ��, \ ,5.10 � ; ------- CALCULATIONS � , , - ' � , o C> LOT AREA LA SEE PLOT PLAN - SF 57 685.68 SF SCALE:I 20 tip\ BUILDING AREA: THIS IS AN ARCHITECTURAL SITE PLAN BASED PRINCIPAL BUILDING SEE BLUEPRINTS - SF 1,472.0 SF ZONE: >R_,4,0 ON INFORMATION SHOWN ON A SURVEY PROP. STOOPS SEE BLUEPRINTS SF 173.7 SF PERFORMED BY NATHAN TAFT CORWIN III SEGTI ON: 10'4 LIACENSED LAND SURVEYOR 7 \�O 6 , TOTAL BUILDING AREA (BA) 11,537.14 SF 1,645.7 SF D TED o .25.998 (REV. 02.06.200 ) \ (REV. ADD NEW HOUSE 02.12.2015) I \ q OF LOT COVERAGE BA / LA x 100 20,0 % 2.85 % BLOCK: /?J)/ FLOOR AREA: 1st FLOOR AREA SEE BLUEPRINTS 1,472.0 SF I LOT. -7.4 cp 2nd FLOOR AREA SEE BLUEPRINTS 11472.0 SF AREA: 5-7,685.65 S1= � I _—__------- _--276.431 LIVABLE FLOOR AREA SF PER DWELLING 850.0 SF 2,q44.0 SF _ _ __---------------- (1.324 AC) � ______ ------- 00" ---- FRONT YARD SETBACK SEE PLOT PLAN 50.0 F 50.0 FT -��--- S a5° AG' W REAR YARD SETBACK SEE PLOT PLAN 50.0 FT 80.06 FT SIDE YARD SETBACK: SIDE YARDS SEE PLOT PLAN 15; 20 FT 50.0; 130.85 FT AGGREGATE SEE PLOT PLAN 35.0 FT 180.85 FT MOTE: SEPT I G 4 IDR`rNr L L BUILDING HEIGHT SEE ELEVATIONS 35.0 FT 3333 FT SYSTEMS TO BE DES I &NED APPROVED BY OTHERS REVISIONS TO PRELIMINARY DRAWINGS= REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE GU5TOM HOME # DATE: BY: # DATE: BY: # DATE: BY ?% a� �a Il� ZONING; PLOT PLAN 1 12.31.14 START OF PRELIMS N.N. 1 1 08.07.15 COORD. AS-BUILT. N.N. � � PROJECT NAME NAOUM RESIDENCE 2 2 2 W, �- 511 BITTERSWEET LN.; GUTGHOGUE; NY; 11135 OYSTER BAY DRAFTING SHEET NO. 5 5 5 �~ == ,,.., .: d� AND ARCHITECTURE P.G. DATE: 12/2014 �qoQ➢ 6 6 6Qy� t ,I .., s d + 68 WEST MAIN STREET OYSTER BAY, N.Y. 117-11 SCALE: AS NOTE® OF �� °° �� (516) ci22-5176 (FAX) q22-6235 BY: N.N. Q� 7 7 -71 WEB: WWW.OYSTERBAYDRAFTING.GOM EMAIL: ARCHI7ECT®OY5TERBAYDRAFTIN6.GOM IJO5 NO: 14205 Q FRAMING DETAIL FOR HURRICANE TIES t NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL: TABLE 3.1 NAILING SCHEDULE NUMBER OF NUMBER OF JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3,4A PER RAFTER CEILING J015T TO TOP PLATE TOE-NAILED SEE TABLE 3.4A SEE TABLE 3AA PER JOIST CEILING J015T TO PARALLEL RAFTER FACE-NAILED SEE TABLE MA SEE TABLE 3,9A EACH LAP CEILING J015T LAPS OVER PARTITIONS FACE-NAILED SEE TABLE MA SEE TABLE MA EACH LAP COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 3,6A SEE TABLE 3,6A PER TIE NEW 10"TH PC. FNDN, WALL BLOCKING TO RAFTER TOE-NAILED 2- Sd 2- IOd EACH END (3000 P51 MIN,) TO BEAR ON RIM BOARD TO RAFTER END-NAILED 2- bd 3- I6d EACH END UNDISTURBED 501L MIN, 36" WALL FRAMING BELOW ADJ, GRADE; CONC, TOP PLATE TO TOP PLATE FACE-NAILED 2- I6d 2- I6dPER FOOT PARGE COAT ABV, GRADE TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16d 5- I6d J015T - EACH SIDE STUD TO STUD FACE-NAILED 2- I6d 2- I6d 24" O.C. HEADER TO HEADER FACE NAILED 16d I6d 10 O.C. ALONG EDGES 2'-0" 6'-4" 14'-011 27'-8" TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 35A SEE TABLE 3,5A PER STUD BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, 2- I6d ' 2- 16dPER FOOT - - - - - - - - - - - - - ENDJOIST OR BLOCKING FACE-NAILED • — - - - - - - - - - - - - FLOOR FRAMING J015T TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- Sd 4- Od PER J015T BRIDGING TO J015T TOE-NAILED 2- 8d 2- IOd EACH END BLOCKING TO J015T TOE-NAILED 2- 8d 2- Od EACH END NEW BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 6d 4- IW EACH BLOCK UNEXCAVATED B LEDGER STRIP TO BEAM FACE-NAILED 3- I6d 4- I6d EACH J015T o J015T ON LEDGER TO BEAM TOE-NAILED 3- 8d 3- IOd PER J015T NEW 4"TN PC SLAB W/ 6X6 Wl.4xl.4 6 rG BAND JOIST TO JOIST END-NAILED 3- bd 4- I6d PER JOIST co OVER 6 MIL. POLYETHYLENE VAPOR 3 BARRIER ON 4" GRAVEL BED BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 2- bd 3- ibd PER FOOT COMPACTED SOIL WELL-TAMPED A PROP, WASTE ROOF SHEATHING G IN 12" LAYERS 5 PIPES / C.O. /—PROP. 4' W PC. STRUCTURAL PANELS 8d 10d SEE TABLE 3,10 3 1 4'-011 APRON DIAGONAL BOARD SHEATHING -------- ------- -10 -`---- o - ----- op• --- o •---- o - o -- - -- .-. A ---- i •o ------ o ------ >o ---- o -7 o 0 o I'X 6' OR PX 8" 2- 8d 2- 10d PER SUPPORT - I, i b I I X 10 OR WIDER 3- 8d 3- IOd PER SUPPORT _________________ ------------- --------------------- -L-_---__-__-___ __________ -_ll ll= _ CEILING SHEATHING :o GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE / 0" FIELD WALL SHEATHING °•` 241-811 N �-.. 21'-011 U � �" a -� I I STRUCTURAL PANELS 8d IOd SEE TABLE 3,11 ` 3 QNEW 1� � '��• FIBERBOARD PANELS —fi- 3 Z 3 GARAGE l i 14 PROP, PC, 7/16" 6d ' - 3" EDGE / 6' FIELD 2ND FLOOR o J NEW 36'HT, WD, HANDRAIL; NEW 4"TH PC SLAB 1 1 _ r r 1 DEPRESSION 25/32 Sd 3 EDGE / 6 FIELD N 4' O.C. MAX SPACING o •: W/ 6X6 WIAx1.4 OVER n r URNAC z NEW 3 Y' STL, b MIL, POLYETHYLENE 1 i 11 1+' GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7 EDGE / 0 FIELD BETWEEN BALUSTERS ALL I 1 1 w - HARDBOARD 8d 8d SEE TABLE 3,11 3 II II DRYER r �� NEW RAILINGS TO COMPLY W/ NYS LALLY COLUMN TO ' 1 PARTICLEBOARD PANELS 8d Sd SEE MANUFACTURER )14 ;° . . UN-FINISHED a BEAR ON 30'X 30'X - V4"PGR A GRAVEL ON I i I u- m BUILDING CODE F- I I ;I,� DIAGONAL BOARD SNEATNING p' 0 . CELLAR X co 18"DP, PC, FNDN, Q COMPACTED 501L WELL- LL = 8 761# CN m I o+ I I"X 6' OR PX 8' 2- Sd 2- IOd PER SUPPORT NEV4"TN PC SLAB W/ 6X6 WL4xl.q OVER 3 � TO BEAR ON 3 TAMPED IN 12' LAYERS z TL = 14,125# UNDISTURBED SOIL LL' I I 1 I I'X 10' OR WIDER 3- 8d 3- I0d PER SUPPORT 6 MIIIL. POLYETHYLENE VAPOR BARRIER ON LINE OF- PROP. °C WALL SNEATNING PROP. I ' 4" GRAVEL BED t COMPACTED SOIL WELL- LL = 21872# IST FLR„ 1' I ' IST FLOOR I o TAMPED IN 12" LAYERS TL = 5,330# ABV, LL = 5,77# 1 I i i I TL = 9 500# I -� STRUCTURAL PANELS ' 15'-1011 � I1 I 1 I" OR LE55 8d IOd 6" EDGE / 12" FIELD f- STOVE ` -- - --- -- -- - - - -- FIREPLACE , F_ 7 / I ' ' GREATER THAN I' IOd I6d 6' EDGE / 6' FIELD r 1 I 1 DIAGONAL BOARD SHEATHING I� _ NEW W 12X50 STL, W-BEAM _ I_ ---I------NEW I X50,STL,-W- EAM- _ _ - - _ _NEW W 12X50-STL,W-BEAM--_- --_ 1 i i 1 m o r " „ b (8 "X 1211 LL - 3,698# 1 _1 0 (8L"X 12-4141Y l i i 0 1 X 6 OR 1 X 8 2- Sd 2- IOd PER SUPPORT �' _ C PX 10" OR WIDER 3- Sd 3- IOd PER SUPPORT TL = 7,69M I p C I . I I W I S I I I _ I I � _I 1 I s v w I I I cry I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6 O.C.AT THE PANEL EDGE. IF WALL SHEATHING IS NAILED 3 O.C.AT THE PANEL EDGE TO OBTAIN I I 1 I HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL 3 0 1 I I I�E �1P I I I o ~ I I 6 BE USED TO MAINTAIN THE LOAD PATH. V PROP. 6 II 3 11 " w I II w PROVIDE (I) LAYER 1 I 2, WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I6d NAIL PER F007. Y4 a CELLAR NEW 3 y STL, N v - 1 3. CORROSION RE5I5TANT II GAGE ROOFING NAILS t 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR ADDITIONAL REQUIREMENTS, URNAC I,/ (� � o ._ LALLY COLUMN TO z TH, GWB TYPE-X I d7 J J I I • _ _ -� - I I 1 1 PROP, PC, BEAR ON 30"X 30"X '-� _- - - ONE (I) NR RATED DEPRESSION ALL LOAD PATHS FROM FOUNDATION TO ROOF ARE CONTINUOUS AT EVERY WALL STUD $ NOT WATER NEATER 3 18"DP, PC. FNDN, 3 "'- - FJ; TECO'D `" Q = 2 238# ON WALLS t CEILING 1 i I" v I ' — - a- w L = 3,698# OF ENTIRE GARAGE 1 o TO BEAR ON z N - �I LL = 748# +- w „ ° ;a UNDISTURBED 501L 11- - a- - ' - TL = 1238# m — C" PROPOSED GAS RISER DIAGRAM �- -� �- - 3�� LL = 3,837# I I � m z �- - ILL 21009 1 n -- �„ a LL = 3 720# - �I zC�Ji 3 TL = 6,345# 1 i I MA50NRY CONTRACTOR SCALE:NTS X I - TL = 3 577# I I I 1 i /811 I,D, HEX NUT W/ �., TL = 6 440# - - _ : TO V.I.F.VIFEXACT MASONRY o a _ o `u '� NEW - - - - 1 I ° I I Y, VENT DIRECT ODOOR t PENINGS PA�SSRAGE 5/8" 0 BOLT+ 1/16" (FOR SIZE OF LOCK WASHER- TYP, Lu J; TECO'D " MANUFACTURERS 51ZE ) ~ ' • I � I J�L - 939# O CF HOLE= � --. MECN, - - - -� +� 5/8" 0 ANCHOR BOLT L I,a26# = 1,426# N _ �ti� �' = PROP, PC. REQUIREMENTS PRIOR TO ° 30'-A" `� a ~ ►L Z 3 I LL = 4 228# I �� , I X I �, DEPRESSION m w -, - I I 3 I SETTINGS FORMS t 1! '425#" Q #- _ - 15 6 I BEARING PLATE .:I --------------------- -- TL b�425# -� N m POURING CONCRETE ]-� 3 w r— ----- r------ --- -------- ———— rG /I -- lZll �,� 1' - ,�In, 3 o . p° �. p . . o. :p 3-8 Z o o o° d I •o a `o' `o .; fi (2) 2X6 ACQ SILL G 1_�------------------- --------- --------I -------- ---------------r ------ �I 1�-- ------ � �l a _ PLATE 1 - � I NEW 12 TH PC FNDN, WALL (3000 P51 n 3 o 0 0 o L.o •I =0 11 " - i—CONC. FOUNDATION MIN.) W/ 24 X 12 DP. FTG. TO BEAR ON of NEW 12'TH PC FNDN. WALL (3000 PS► G -� --- ---- -- ---------- -------- ---- - ---/ W I N ' ~ ° WALL UNDISTURBED SOIL MIN, 36 BELOW ADJ, MIN, W/ 24'X 12 DP. FTG. TO BEAR ON 3 E 0'T PC, FNDN, WALL o W EMBEDMENT r 3000 P51 MIN,) TO BEAR ON PROVIDE (i) LAYER GRADE; p o o° CORNER STUD UNDISTURBED 501L MIN. 36 BELOW ADJ. VTH GWB TYPE-X " °° CONNECTED TO GRADE; CONC. PARGE COAT ABV. GRADE 11 ND15TURBED 501L MIN, 36' ONE I HR FIRE-RATED - (2) 95 REBAR HORIZ, CONT, IN '� 3 .10 TRANSFER SHEAR TROWELLED 40 MIL. (IMM) POLYMER- o ELOW ADJ, GRADE; CONIC. ON �Ip, t CEILING UPPER 12" OF PC, WALL `L LBPS I/2 o 0 MODIFIED ASPHALT WATERPROOFING r ARGE COAT ABV, GRAD A THRU-OUT 69 2-I6d COMMON BELOW GRADE AS PER SEC. R406.2 OF 5 - STIRRUPS (TYP,) NAIL AT 6" O.C. THE 2010 RES. CODE OF NYS. - - - - - - - - - - - (1) #7 REBAR VERT, @ 36' O.C. (JNCHOR BOLT + SEARING PLATE DETAIL 'l SCALE:NTS SIMP50N STRONG-TIE 16�_0� 2 ' -�6 p -* 16'-0" - (2) 95 REBAR HORIZ, CONT, IN HOLDOWN If TENSION LOWER 12" OF PC. WALL TIE (2) HDU5-5D52.5 45 #14 GA. (14-SDS�" X NEW CONIC, PARGE COAT ABV, GRADE M RG 1�lGY SG P R SGU B TROWELLED 40 MIL. (IMM) POLYMER- '/ / DBL. STUD)SCREWED TO ALL 6 NEW 4UN PCSLABW bX6D l.4xl.q MODIFIED ASPHALT WATERPROOFING OPEN I NC75 4�"0 TNRU BOLTS THREAD ROD FROM 2ND OVER 6 MIL. POLYETHYLENE VAPOR BELOW GRADE A5 PER SEC, R406.2 OF (PER SEG. 8310 OF THE-2010 RESIDENTIAL GODS OF NYS) FLR. TO IST FLR. BARRIER ON 4" GRAVEL BED THE 2010 RES, CODE OF NYS. „ CORNER POST BELOW) COMPACTED SOIL WELL-TAMPED - EMERGENGY E50APE 4 RE50UE OPENINGS SHALL OPEN v 3 Il & CORNER, END WALL, t POST IN 12" LAYERS DIRECTLY INTO A PUBLIC WAY, OR OPEN TO A YARD OR COURT TYPICAL OF EACH RIGHT THAT OPENS TO A PUBLIC WAY- \ TNRU BOLTS NOLDOWN FROM FLOOR TO ANGLE ALONG PERIPHERY OF NEW 3Y"m FLOOR (TYP,) 'IST FLOOR TO 2ND FLOOR" - WHERE EMERGENGY ESCAPE 8 RESCUE OPENINGS ARE LALLY COLUMN PROVIDED THERE WILL BE A 44" MAX HT. TO SILL ABOVE THE 3011x30"x1811d PC FOOTING (3000 psi MINI); (3)#5 3 �\ CORNER STUD r FLOOR. REBARS @ 12 O.C. IN 2 / 'I-SEE DETAIL T' EA. DIRECTION TNRU BOLTS00 TRANSFER SHEAR (-)j0uUu NN D AT I 0 N PLAN CONTRACTOR TO INSTALL _ / - ALL EMERGENGY ESCAPE � RESCUE OPENINGS SHALL HAVE AA A MIN. NET CLEAR OPENING AREA OF 5.7 SF, 2-I6d COMMON SCALE: I/gill = I1-011 "TRINITY WALL SYSTEM" TYPICAL OF EACH RIGHT �� :• NAIL AT 6" O.C. RETAINING WALL AS PER — ALL EMERGENCY ESCAPE 8 RESCUE OPENINGS SHALL HAVE "NiGOLOGK" MANUFACTURER � r " A MIN. NET CLEAR OPENING HEIGHT OF 24 INCHES. ANGLE ALONG PERIPHERY OF FOUNDATION TO IST FLOOR 5IMP50N STRONG-TIE 1 SPECIFICATIONS HOLDOWN f TENSION --/-SEE DETAIL 'G' - ALL EMERGENCY ESCAPE 4 RESCUE OPENINGS SHALL HAVE TIE NDU5-SD52.5 414 A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. 11 11 GA, (14-5D5 y X 2 Y YY8110 ANCHOR BOLTS �' SCREWED TO MIN. DBL. MIN. 5 Y2" EMBEDMENT STUD) (%" 0 ATR. REVISIONS TO PRELIMINARY DRAWING5: REVISIONS TO F=INAL. DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE CUSTOM HOME �_"_ .. SET IN ACRYLIC TIE ADHESIVE ANCHOR BOLT MIN. 5�" # DATE: BY: # DATE: BY: DATE: BY: �"Y ,"`-� \ Q �a Iln FOUNDATION PLAN EMBEDMENT SET IN I 12.31.14 START OF PRELIMS N.N. I I 08.07.15 COORD. AS-BUILT. N.N. >�•*""` PROJECT NAME L2 STEEL LALLY COLUMN CONNECTORS ACRYLIC TIE ADHESIVE) . � �" K� NAOUM RESIDENCE LALLY COLUMN CAPS AND BASES TO BE ENGINEERED ) 2 2 2 A 517 BITTERSWVEET LN.; CUTCHOGUE• NY; 11x35 TH1 I DETAIL AN UPLIFT O 8000 JE PER CONNECTION - €" ,f TNI5 DETAIL 15 THEREFORE SUBJECT TO CHANGE CORNER HOEDOWN TO FOUNDATION 4 4 4 • t` • OYSTER L.�l-t I �Rl \F-T I I V� 5HEET NO. /' da AND ARCHITECTURE, P.C. DATE: 01/2015 5 5 5 r ,er` ", H QD 68 WEST MAIN 57REET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED OF �< hr Il,� v�v WEB: WM.OY5TERB YORA��G.0 M,�MAIL: ARGNIEr O6 ER AYDRAFTING.GOM �oB No: 4205 d� � 7 7 NEW 8' PLY, -NEW 8' PLY. 5MOKt= ALARM l$ GENERAL GLAZING: GENERAL BATH NOTE: 5TA I RGA5E RE-0U(REMENT5: WALL LEGEND WD, SUB-FLOOR WD, SUB-FLOOR CARBON MONOXIDE L i GHTI NG (PER SEG. 8305.1 OF THE-2010 (PER SEG. R511 OF THE-2010 RESIDENTIAL CODE OF NYS) (USE ONLY WALLS THAT ARE APPLICABLE TO PROJECT) NEW 2X12 FJ @ —NEW 2X12 FJ (51 RESIDENTIAL CODE OF NYS) I. GAP/RE-ROUTE PLUMBING LINES AS " - - 16' O,C,; TECO'D ALARM NOTES: '`IDT ' REQ'D FOR NEW FIXTURES/ FIXTURE - MIN. 36" CLEARANCES (INCLUDING FOR LANDINGS; LANDING FACES IXISTING WALLS TO REMAIN � I6 O,C,; TECO'D i 100, (PER THE-2010 RESIDENTIAL CODE OF NYS) ALL GLAZING INSTALLED IN LOCATIONS AS SHOWN. MUST ADDITIONALLY BE AS WIDE AS STAIRCASE BEING "SERVED" IF CONTRACTOR TO HAZARDOUS LOCATIONS AS SUCH 15 GREATER THAN 369 COORDINATE ALL DEFINED IN SECTION R305.4 . PROVIDE GFI OUTLETS) IN - - - - - " EXISTING WALLS TO BE REMOVED NEW (2) I'X II' - NEW (2) 8"X II' - SMOKE ALARMS AS 5HOWN ON THESE LIGHTING STL. FLITCH + STL. FLITCH + PLANS SHALL BE INTERWIRED/ REQUIREMENTS - - - - - - SHALL BE PROVIDED WITH LOCATIONS AS SHOWN (TO BE - MIN. q" TREAD DEPTH (NO DIFFERENTIAL GREATER THAN 3/8"(2) 2X12 ML (EA, (2) 2X12 ML (EA, INTERCONNECTED BETWEENMANUFACTURER'S OR VERIFIED BY OWNER). COORDINATE BETWEEN ANY TREADS) THE BASEMENT, IST WITH OWNER. NEW EXTERIOR WALL: 51DE OF FLITCH); SIDE OF FLITCH); FLOOR 8 2ND FLOOR IN SUCH A MANNER PROVIDE IN5TALLER5 LABEL, CEILING RECESSED LIGHTING, WALL FLUSH; TECO'D FLUSH; TECO'D THAT THE ACTUATION OF ONE ALARM WILL ARTIFICIAL DESIGNATING THE TYPE 4 MOUNTED VANITY LIGHTING 8 CEILING - MAX. 8-1/4" RISER HEIGHT (NO DIFFERENTIAL GREATER THAN 3/8" EXTERIOR FINISH 1 PER ELEVATION ON TYVEK BLDG. PAPER OR 5LB. BUILD, PAPER OR 0- FLITCH PLATE TO F2 - FLITCH PLATE TO ACTIVATE ALL OF THE ALARMS IN THE ILLUMINATION THICKNESS OF GLA55 # THE EXHAUST VENT REQUIREMENTS W/ BETWEEN ANY RISERS) FLOOR JOIST CONNECTION FLOOR JOIST CONNECTION INDIVDUAL UNIT. THE THE ALARM SHALL BE SOURCES (MIN. SAFETY GLAZING STANDARD OWNER (ALL FIXTURES SHALL BE U.L. 0 EQUAL, ON 1/2' PLYWD, SHEATHING, A 2x4 WD WITH WHICH IT COMPLIES, WHICH STUDS @ I6 OC W/ R-15 BATT INSULATION W/ CLEARLY AUDIBLE IN ALL BEDROOMS OVER AVG. ILLUMINATION: LISTED 8 SUITABLE FOR BATHROOM - NO VERTICAL OPENINGS IN RISERS (I.E. SPACES) GREATER THAN 4" VAPOR BARRIER 4 1/2' GWB ON INTERIOR SIDE NEW BACKGROUND NOISE LEVELS W/ ALL 6FC) WITH WIALL IS VISIBLE IN THE FINAL LOCATIONS). OR (2x6 WD STUDS @ 161 OC W/ R-21 BATT STOOP 5WITGHE5 IN ALL INSTALLATION. LABELS SHALL INTERVENING DOORS CLOSED. ONE - MAX. 4"oc SPACING BETWEEN BALUSTERS; MIN. 34" TO MAX. 38" HT INSULATION) NEW 4'TN PC SLAB W/ 6X6 Wl,gxl.4 OVER CENTRALIZED ALARM HORN FOR ALL SMOKE HALLWAYS, BE ACID ETCHED, HANDRAIL 3. PROVIDE GEMENTITUOUS DETECTORS IS BATHROOMS, SANDBLASTED, "WONDERBOARD" TILE BAGKERBOARD NEN EXTERIOR WALL: 6 MIL, POLYETHYLENE VAPOR BARRIER ON WALK-IN GL05ET5, CERAMIC-FIRED, EM5055ED OR 1/2" "GREENBOARD" GWB; - MIN. 6'-8" VERTICAL HEADROOM CLEARANCE THROUGHOUT NEW BRICK VENEER (AS PER OWNER), I" 4" GRAVEL BED 4 COMPACTED SOIL WELL- B 8 CELLAR MARK, OR SHALL BE OF A a - CARBON MONOXIDE ALARMS AS SHOWN ON CONTINGENT UPON OWNER FINAL FINISH AIRSPACE 15 LB. BLDG, PAPER/TYVEK OR TAMPED IN 12 LAYERS (o SPACES. REFER TYPE WHICH ONCE APPLIED ' „ , „ THESE PLANS SHALL BE INTERWIRED/ REQUIREMENTS, 000RD. W/ OWNER. - DOUBLE FRAMING ALL-AROUND EQUAL ON 1/2 PLYWD, SHEATHING ON 2x4 WD, TO "ELEGTRIIGAL , � , 6-4 I4-0 INTERCONNECTED BETWEEN THE BASEMENT, IST NOTES" SECTION CANNOT BE REMOVED WITHOUT STUDS @ I6' OC W/ R-I5 BATT INSUL. VAPOR z BEING DESTROYED. NO 4. ALL NEW FINISHES, SURFACES, FLOOR 8 2ND FLOOR IN SUCH A MANNER ON SHEET N-I FOR - CONTRACTOR SHALL V.I.F. ALL RISER/ TREAD DIMENSIONS 8 _ BARRER 4 1/2' GWB ON INTERIOR SIDE, 3 "' THAT THE ACTUATION OF ONE ALARM WILL ADDITIONAL. AFFIDAVIT LETTERS WILL BE ACCESSORIES# REQ'T5 TO BE ® -� CONTRACTOR TO PROVIDE WEEP HOLES @ 2'-0" z - ACCEPTED FOR HAZARDOUS TOTAL RISER QUANTITY AT START OF LIGHT GONSTRUGTION 8 WILL ACTIVATE ALL OF THE ALARMS IN THE ELECTRICAL COORDINATED BETWEEN CONTRACTOR PRIOR TO FABRICATION; COORDINATE ALL INFORMATION/ DESIGN O,C„ PROVIDE GALVANIZED WALL TIES TO 1 INDIVDUAL UNIT. REQUIREMENITS GLAZING AS PER RCNY5. 8 OWNER, APPROVALS WITH OWNER ANCHOR BRICK, DUROWALL REINFORCED @ 16' O,C, VERTICALLY, EXPANSION JOINTS @ 30'-0' NEW 36'HT, WD, HANDRAIL; PROVIDE (1) LAYER O.C. VERTICALLY (MAX.) 4 AT INTERSECTIONS, o NEW (2) 2X6 �4" O.C. MAX SPACING BETWEEN CONTRACTOR TO PROVIDE NEW WTH, GWB TYPE-X CONTRACTOR TO PROVIDE NEW NEW INTERIOR PARTITION5r o _ ATTIC PULL DN, LADDER 7 PACKED WD, BALUSTERS ALL RAILINGS TO �` GREENBOARD/ OR GEMENT BOARD B ONE (1) HR RATED A GREENBOARD/ OR GEMENT BOARD �Q STUDS DN. COMPLY W/ NYS BUILDING CODE 5 AROUND BATHTUB/ SHOWER WALL 6 ON FLOOR, WALLS DBL, CJ FRAMING ALL 5 AROUND BATHTUB/ SHOWER WALL NEW 2x4 WD STUDS @ I6' OC W/ I/2" GWB ON AS PER NYS BLDG. GORE R30"I_2 AROUND; V,I,F, LOCATION EACH SIDE F TO FNDN F CEILING W/ OWNER AS PER NYS BLDG. GORE R30"i.2 3 81-101 4'-6" 4'-6i 15'-2" 2'-4" 12'-8" PROP. (2 244FX6011 3 NEW BEARING WALL _ 4''-6" 7'-0" 9'-10" 8'_6u 4'_3u I'_4u 2'_7u ( ) - - - -- - - - - - - N NEW 2x4 WD STUDS @ I6" OC W/ i/2" GWB ON PROP, 2 4FX .168 PROP. I PD6068 PROP. 2 4FX3168 � �� • 4IIN3D4 RO (2) 244D 2436 r EG ESS EG E SS PROP. 2 4DH241 PROP. 2 4 N2436 PROP. 2 4DN2436 PROP. 2 4DN2436 EACH SIDE, PROVIDE SOLID FULL-WIDTH 4. r v r4 ,.41•vv t Y , , vN v,,Nv, , '�v1/ 3 '1�4v�'v �ITr >tNtiN .,ti ,,rYY ..Vv v e,rvvVt>na v - ,rr,,,vr, ,° ,�,rlJv,V• ,,ti..�rrv,,-�,,rr��,,rY�tr,r �vv,�, h r,, ,f„1ti, r,��vv�„r, ,,,• rv,r , ,;�,.,,��,v,rvr,,r�,�', 'rv,,�ttY '�'Yw`�Yr>"v'N,v,vv'v'v,.�Nvr•tihv,'vNv1 YvYvv, � 'trk BLOCKIN UND AL N W AINPARTITIONS w NEW ) 2Xr2 _ G ER L E BEARING G _ F �, _ / N 12 r / I \ NEW O 2X12 EW (2 2X12 t EW (2 2X ` NEW (2) X E X / r 5'-0'I II '-8° o O '; T. ti NEW 2 2X6 0 _ �i N o \ _ %/ �� ( ) 2'-0" ( 2-�1' 2'-0" ,Y - O_ I P o w 21 / I NEW FIRE-RATED WALL PACKED WD. I! X \ O o v v I r X /� p oc NIH.N o o / _ NEW 2x4 WD STUDS @ I6 OC W/ ONE LAYER STUDS DN. �� = „ \ Lo x _ - _ VIEW I © "' o ° w. \ TO FNDN N „ _ _' N \ I 3 I = I I NE `" `s 5/8' TYPE 'X" GWB ON EACH SIDE (ONE-HOUR NEW 2 8 R -z \\ PROP, PROPANE' 25,- ,\� Ali PROP, GAS OO 5_p = `r w \ z 3 JI _ NEW I I LAU DRY w r' co ASTER I FIRE RATING) @ 16' C, W/ \ IREPLACE,w KIT NEN RANGE ® :: o o Q Z °� NEW o o - z °G R-30c BA - 18"NT. HEARTH o ® ® t: -� NE "' \ o = �n BATH I I - °G m �% BATH 1 ` 0 x w INSUL . \. 1= o Flo ` BED R�1.:a Z SIE- Z I I / \ I 4-6' r EW 2X12 CJcv @I ' y NEW LOW-WALL w \, I \ AT 3 =r ( o ` _ F- ^_ " 5'-4" 6 j 6?, 1 \ 1 - `� 1 ,�; r n - 4 Jin o o w ; W/ R-38 BA �_ NEW 2x4 WD STUDS @ I6 OC W/ I/2 GWB ON N rN ►� ,,� �j I Q v \ I EW 1 D —r N o \\ ~x ~ x o \ I m �") \yF�, v m w ®SD N N mco Lu � :I N / \ I Y' N z INSULT d TECO' } > EACH SIDE, WIDTH 4 HEIGHT TO VARY - SEE NEW N - _ i o - ^I= �`' cv z X 3 m L 1 PLANS ___4__j CV �' \\ O \ M O — \ - - `I� Y x I z z V' ,Q — -- �. — w I I ( I w @, c_v w r I y�� c-4 �Q�' �j _i _ 'r .:•:•: ::::i•::ii ': ::•:: ': / - I 3 \ 3 \ z L V NG R . z NEW 36"HT, WD. = 003# x [\ i '��' `L �O \�6 3 I �`cw �o `J = rc' �O NE 2 2XS LL = 8 6# NFOUNDATION w w LL ci I z _ w URN. NEW O I --------� EW WALL I z z . �. ca HANDRAIL• 4" O,C. TL = 1503# i LL - 2,%# \z F`T� T - r \ - _ 1 \ 4'-2' dp : ��' -S" I'-8" `" '-8" '-0"w '-4° NEW - TL = 1222# 0 , - N 8th PC FOUNDATION WALL TO BEAR ON - MAX SPACING i NEW 2 2X8 TL = 3,295# .. I,C! I'/ �— — —_� 6nWr :: I �_ �_ \ \ \ PROP, DESK LL = q q65# , r NEW i \ EW (2) __. F / / _ W;I.C, _ _ I --- I x8 PC FOOTING TO BEAR ON UNDISTURBED k 2 1 1 BETWEEN I = ' \ TL = 14 771# >< I LL = 63# L = 2 Sbq# O 1 A SOIL W/ BITUMINOUS WATERPROOF COATING ON 0 0 0 ., � NEW 4 2X6 � N r -PANTRY Y LL - 26# :•: �, 6„ _ 4 BRICK LEDGE � � O BALUSTERS ' � I � � � 1 � - \ LL = 10# � � � TL = 212# - 311375# .� % P I IF NECESSARY x = X `, PROP, GAS o LL = 885# TL = 121# QT = 4,285# O "' LL = 326# 11 0 \\ PACKED WD, ALL RAILINGS LL = ' - 1 LL - EXTERIOR SIDE 4 CONCRETE PARGE COAT ON WALL OVEN �, NEW TL = 27# N \ STUDS DN, TL = 1,339# EIW 3 D L. R. TL = 5028# \ ® i.-- ...___-;= �` __. `t i__ -___- = TL = 523# VISIBLE PORTION OF FOUNDATION WALL •, \ TO COMPLY = I T - 16,235# w 1 r r I NEW �XI2 RR \ \� ALL SD 6T.T... /_ _ _ 3, O„ zl 6' } lJ� TO FNDN W/ NYS --- ---- ---- ------— Z NEW (2) I XII STL—�I\ @ I6 O.C. ®SD E- - M - - I 0 3 \ - - ----- r — — NEW FOUNDATION WALL: CL z r r\ — BLDG. CODE 16 _ FLITCH + (2) 2X12 ML ( \r \ " �? NCR �) 2X8 m 8 2 1 x-II LL. x(12 ML- 1- NSW 3 1X12 hTL -- y 0 1 NL (21) - NEW NEW - o EW 2 2X12 MLS I - - ( ) «. - - r l l 1s GJ) FLUSH o tiF / / °" o l / �/Q} NEW (2'th PC FOUNDATION WALL W/ 2 #5 - , u USN TECOiD 1 / / i s �%�? o i*-' - `" r __ ��y. / ; ,� Q -' �`�� i I `n REBAR5 2 FROM BOTTOM CLEARANCE TO BEAR ., ., :•: LL = 2,100# i i i i 1 1 i i i I n P � `�' � � ��..,.........�..... .,....,•.,, 15. 5 S z - � i i I � i i i i q-4 .>' r- - NE{�J-2XF2-RR- `� _ _ A PROP. 5 W < N EW 2X .I — ON UNDISTURBED SOIL W/ BITUMINOUS x S m O " z n NEI I , 1 I i I 4 BRICK LEDGE - �� 8' P -THRU = C C / 18 _ ;\ O.C. WATERPROOF COATING 4 CONCRETE PARGE COAT - I LL = 3 375# i IF NECESSARY 6 \ cO I I I , 6 6 / ISE DN LL = 1213# �'e , ,NEW 2X6 1 6 ON V15IBLE PORTION OF FOUNDATION WALL NEW (4 2X6 `LINE OFA 3 w w PROP. WALL TO BE I NEW 3 DBL. DR. , 4-2 _ TL = f,812# / p i TL ="5,028# / AIL j/ PACKEDWD,\ z v' I 1 3 2ND Z FURRED OUT AS REQ'D 4 I I ® / LL = 325# i i NEW2 2 8 NEW' / NEW --- O / \ / r @. N AU - � • STUDS D _ S X R O l� 5- `TO FNDN \ NEW 2 YlIX 11" - -- ---- -�X7�MC FJ o:• - LL = 2238# TL = 1,339# _ 2 CJ @ 6 = ---- - - # W = N II LL o ti 3 NEW ' .6"_ O� 16" CI TL cx tu= = 42# \ NAST w i - o - :. -._.....,. E; W R-38 BATT / TL ,973# w --z y - \ o I STL. FLITCH --� ---- N �"v E C I TL = 3,698# I ' r / o J NEW 36"HT. WD. 1:: ---- - - C - v Off'' o i / ED ,R�1 I / T.; TECO I s o FA�1 LY R�1 ` --- - ' NEW (2) 2 8 I NS u' n L. 3 0 '• a 3LEGEND C C v 2 2X12 ML EA: �+ 3 ►- . I U D L. LECEND ,� ,,, O ( \ ::' -- - w cw NEW ,� �Q/ z HANDRAIL; 4 0. . W 9 pBL'. D " w el/� 'n ti /� �I� u,� F- \51DE OF FLITCH); ---- ---_- - - N D3 B . DR:' LL = 3,837# N o = 1 I ��/ �- MAX SPACING EW (2 41-1011 " � :.o °z ►- '�" \F�' i / ITLDINING RI"I. >< = _ / ,- -- i� �j / , \ri /"' I % C,T. COLLAR TIES 3 o TECO'D - - v_ w _ I o \r��j N m BETWEEN -_ -- NEW-1-H o \� v _ I �,z ``��/ �I°C / Cf1D DETECTOR N v �' FL151�; ---- / i Sp` /� �� a X� / �/ , / oc 1 CARBON MONOXIDE 1 ® = 6 345# �, = r LL = 3,720# \� - - - o z I rn `y - co BALUSTERS ac `; x w o ® � u� F- - o / \ cv w I R.R. ROOF RAFTER z p I x m / O z �� TL = 6,440# / o �n� iF2 ��/ � �" ALL RAILINGS N o ... ---BED-R 1. �./ �I� SD z m NEW I I >< _ J/ 3 - v ? oc v/cY 3 w t / w TO COMPLY N -- - $12 -� ��`ti/ zl°G 3 N � " °C I m a °L " / 'O"' / C.J. CEILING JOIST \. 4'-o" X ~.FOYER / o - o NEw X Z w/ NYs W ��i Z ��ti X��I N i X SIN I o r SD ;< a �/ o e \i / "' I SMOKE DETECTOR v. CV I� j� O O O O N F N CD LL = / �? j m m N �' BED R�1. 3 - BLDG. CODE Z _ �/ �G� 3 o v =��`' / \�/ _ o E O.C. ON CENTER �n / �n x w cv Lu �3i 3 = \ 15'8,, o w ��15'-0" 15'-S° �" �n u, .NIS- w _ / NEW 2(4 CT l \ z o al / o -- -- - w / #3 z oc 3 I / N z �I ALUM. ALUMINUM FTG. FOOTING 'v -z�c LL = 4,084# / @ 161 O,C, t _ LL = 4,228# W N w W /� TL = 6,425# / 1 \ I ' — '— '— — �L', w DW DISHWASHER P.C. POURED CONCRETE i i n i " /' I u O 3 n r LL - 4,084# \ 4-2 /_ 6-8 , 4-2 TL = 6,631# z r� z "' 15-8 / 15'- ' \ � //' I '-8",' / i o > \ TL = 6,425# '\ i /j _ - - _ _ - `t / I i; = 1 EXIST. EXISTING QALY. GALVANIZED m m r =r ( , O W 2X / EW 2X O O ` = / NEW 2X12 NEW 2 2X10 /`� / , / / / Et�l 2 2 0 m ` \ „ ti i I O O NEW 2X8 RR N 2X8 RR F„ ,' NEW'�22�2X10 „ ., - �- J I FF FINISHED FLOOR N / N w 2 2X NEW 2 2X10 )) )) NEW 2 2X10 NEW 2 2 10 / yr t rrrr�ti. w ,r L 3' DBL.:DR;. _ _ NEW B DBLlDR r,4ry Y.r ; Y, ;;.,,ti, Y,,ti>vv ,, ,r , ,v,v„ , v,,`r , ;vr;Y,,, v�^r r,-ti ry " r n,r rvVYry - Y,v.y V,VYArv,vrY Al ti.:,vvr�v B BEAM / , d _ 6 O.C. @ 6 O.C, PROP. 244FX30 0 PROP. 244FX30 0 ! .. '` - NEW, PROP. 244FX3010 PROP. 244FX3010 _ PROP. 2 4DH304q PROP. 2 4DH304q _ PROP. 2�4DH304q PROP. 2 4DH304q NEW EW (2�y� / :: / = / ,- L� o 1 - - _ / - I I d o FNDN. FOUNDATION DN DOWN @1PROP. 2 4DH3056 PROP. 2 4DH3056 ♦ >. ?, ` 2X1 CONT. 68 CL�� PROP. 2 4DH3056 PROP. 2 4DN3056 4'-6" 7,_p 4'-6„ -� EW ( 2X10 - - � - - - - -( � - - - - CL -' ,,AVV NAVA, - v,Y. ry v,t v^,rV� ; r, � � � FWD FRENCH WOOD DOOR DBL. DOUBLE PROP. I PD3168 PROP. 2 4DH304q PROP. 2 4DH304q OP. 244FXI72 PROP, 24FXI L - 1 -� - 1 LL = 4, 8# GWB GYPSUM WALL BOARD FRMG. FRAMING - - -( E`,5-j- - - -(-E ESS}- - - ---- i u �� u i u F TL = 6,4,31#4-6 71-011 6 81-011 8 0 _ 7-0 4-6 _ HDR. HEADERT.V. TRUE VALLEY F If 3 4'-q" 3'-3" 3'-3" 4'-q" 4'-6" 7'-0" 4'-6" INSUL. INSULATION V.L. VALLEY LEDGER 3 B o 3 A 16'-0" 16'-0" 16'-0" 6 5 48 0 N.C. MEDICINE CABINET PLYWD. PLYWOOD M.S. J MARBLE SADDLE NL. MICROLAM NEW 36"HT, WD. HANDRAIL; m o r NEW 2X12 CJ @ i6' th. THICK STL. STEEL 4 O,C, MAX SPACING BETWEEN ALL WINDOW TO BE B A " N BALUSTERS ALL RAILINGS TO O,C, W/ R-38 BATT 1011811 21_80 COMPLY W/ NYS BUILDING CODE ANDERSEN 200 5ERI E5 6 INSULT,; TECO'D 5 WD. WOOD „ n **•UNLE55 OTHERWI5E NOTED" W.I. CL, WALK-IN-CLOSET 16-10 161-011I 16-0 NEW (2) 8'X 11' STL, V'IF VERIFY IN FIELD 48 0 FLITCH + (2) 2XI2 ML .-� NEW NATE: ALL DOUBLE- FLUSH ID E OpFDFLITCH); STOOP FIRST FLOOR PLAN NEW 4"TH PC SLAB W/ 6X6 WIAx1.4 OVER HUNG WINDOWS TO SECOND FLOOR PLAN ALL WINDOWS W� SILL SCALE: 1/411 - V-011 6 NIL. POLYETHYLENE VAPOR BARRIER ON BE COTTAGE 57YLE; SCALE: 1/411 = I1-011 IS OR LE55 ABOVE ALL 1rjT FLOOR 4" GRAVEL BED 4 COMPACTED SOIL WELL- CONTRACTOR TO FINISHED FLOOR TO DOORS TO BE VHT TAMPED IN 12" LAYERS COORD. TYPICAL OF EACH RIGHT HAVE TEMPERED ANGLE ALONG PERIPHERY OF 5AFETY GLA55 (1/.I.F. "IST FLOOR TO 2ND FLOOR' HT. ABOVE FIN. FL.) NOTE: SPRINKLER /� " 1 TO BE INSTALLED /-5EE DETAIL 'F' BY LICENSED — PROVIDE 2X6 GATS IN PLUMBER IN_2ND ALL EXTERIOR WALLS 1. - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE 6. - ALL WINDOWS 4 DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ ASTM E FLR. FURNACE RM.; TYPICAL OF EACH RIGHT LOCATED ON DESIGN STANDARDS SHEET, IIOMPH WIND ZONES,AS DATED BY THE NEW YORK CONTRACTOR TO PROVIIDESTATE NECE55ARYDENTIAL D000M DOCUMENG NTATION ON CODE COMPLLIIANCE TOT EACT ISTANCE IN BUILDING CONTRACTOR TO ANGLE ALONG PERIPHERY OF 2, - ALL EXTERIOR WALLS ARE CONSTRUCTED As TYPE I SHEAR WALLS (1/2' PLYWD SHEATHING, W/ SD COMMON DEPARTMENT, FOR GARAGE DOORS PROVIDE ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE / "FOUNDATION TO IST FLOOR' PROVIDE L ROW OF D NAILS @6"oc EDGE 4 12'oc FIELD AS SPECIFIED IN SECTION 3.4.4,2. IN THE AMERICAN FOREST 4 PAPER DRIVEWAY. -OR- 1/2'th PLYWOOD STRUCTURAL PANELS, SHALL BE PROVIDED FOR EACH WINDOW 4 DOOR OPENING GOORD. +• . • /-SEE DETAIL "G" 2XL A L ONG 2 D UNDER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE NOT EXCEEDING 8'-0" (IN THE 5HORTE5T DIRECTION) THE PLYWOOD SHALL EXTEND A MIN OF 6' BEYOND THE ALL WALL ON 2ND FLOOR CONSIDERED 5HEARWALL5 4 ARE IN EXCE55 OF THAT REQUIRED BY THE CODE. ALL REQUIRED 5HEARWALL ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION 4 SHALL BE LABELED W/ THE CORRESPONDING SEGMENTS SHALL BE A MINIMUM OF 28' WIDE FOR 8'-0' HIGH WALLS, 31' FOR 9'-0' HIGH, 35' FOR 10'-0" HIGH, 4 WINDOW LOCATION. THE PLYWOOD SHALL BE STACKED TOGETHER IN AN ACCE551BLE LOCATION, 4 SHALL BE r r REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE 38' FOR II'-0' NIGH EXTERIOR WALLS AS PER THE REQUIRED ASPECT RATION OF SNEARWALL SEGMENTS. ACCOMPANIED BY ENOUGH 2-I/2 a8 WOOD SCREWS TO FASTEN EACH PANEL SCREWS TO BE A MAXIMUM OF 12 oc CUSTOM HOME ' # DATE: BY: # DATE: BY: # DATE: BY: � �9 Ilu 157 4 2ND FLOOR PLAN AROUND PERIPHERY OF PANELS, WHEN FASTENING TO MASONRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL t` � D I 12.31.14 START OF PRELIMS N.IN. 1 1 08.07.15 COORD. AS-BUILT. N.N. 0~ Irk ' <'a �° PROJECT NAME 3, - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ SHEET 3 OF g, ALL LOAD PATHS SHALL BE BE U5ED(MIN 4g01bs WITHDRAWAL CAPACITY). ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE .. '' ^. NAOUM RESIDENGE AT EVERY EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. THE SOLE RESPONSIBILITY OF THE HOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF NIGH WINDS. 2 2 377 BITTERSWEET LN.; GUTGHOGUE; NY; I1a35 100 4, - ALL NEW FIREPLACES, UNLESS OTHERWISE NOTED, �5HALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF 7, - ALL RAILINGS 4 GUARD RAILS SHALL BE BETWEEN 36' 4 38" IN HEIGHT, ALL HANDRAILS SHALL BE IN 4 ! 4 4 • • OYSTER BAY DRAFTI NCS SHEET NO. THE RCNY5, ALL NEW FIREPLACES ARE TO BE PROVIIDED W/ ASN DUMPS 4 FRESH AIR INTAKES. ACCORDANCE W/ R315,2, 4 NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PA55AGE OF AA 4" 5 5 5 ,` d ,, , ::kp e• `da AND ARCHITECTURE, F.C. DATE: OI�2OI5 a� 0 SPHERE, UNLESS IT IS THE TRIANGULAR OPENING FORMED BY THE RI5ER TREAD 4 BOTTOM RAL WHERE ; . ' ' SCALE: AS NOTED - ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLASS NO RETAINING SCREEN REQUIRED PROVIDE (3) a ``'```' � of r 6 6 6 + " d o a 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 5, " � SPHERE 6 IN � MAY NOT PASS THROUGH, I�a `! � 11+ � � (516) q22-5876 (I-AX) q22-6235 BY: N.N. Q� I 0 VENT HOLES AROUND SKYLIGHT. 7 7 WE$: WWW.0Y5TER5AYDRAFTIN&.G0M EMAIL: AROIHITEOT@OYSTERSAYDRAFTING.COM JOB NO: 14205 Q x, A/ X� P /DE/, IG,. /CRITERIN/ ALL CONNECTION e/�z 7 A ////////"RE'F'ERENCF5T/ANDARD5 �//Ulrj�T �� //GE%�A x /HIC// 5 Nl PROVIDE (1) ROW OF (1) /77- SIMPSON STRONG- PREFORMED DETAILS TIE HIGH HIND- ------RIDGE VENT �2X12 FJ BLOCKING UNDER DESIGNED FOR ALL INFORMATION t SPECIFICATIONS SHOWN WITHING THESE DOCUMENTS REFLECTS SE15NIC SUBJECT TO DAMAGE FROM WINTER DE51GN ICE SHIELD RE515TANT STUD ALL WALL ON _2ND FLOORNORMAL BUILDING PRACTICES 4 REFERENCES THE FOLLOWING PUBLICATIONS - GROUND WIND SPEED DESIGN ' DIRT BULB UNDERLATNENT FLOOD AIR FREEZING TO RIM J015T C520 SCREEN NOR5T CASE SNOW LOAD CATEGORY WEATHERING FR05T LINE TERMITE DECAY TEMPERATURE REQ.D' HWRD5 INDEX 920 GA. (12-101) X SOLDERED SCENARIO; BUILDING CODE OF NEW YORK STATE 2010ed DAMAGE DEPTH DAMAGE DAMAGE 1 Y2' TOTAL NAILED 2" HOLE @ N CONTRACTOR MODERATE SLIGHT TO III RE00 NO 452 TO STUD 4 RIM) PROVIDE 2X& GATS I RESIDENTIAL CODE OF NEW YORK STATE 2010ed 20 lb5/54t 120 mph B SEVERE 36" TO HEAVY I MODERATE FIRE CODE OF NEW YORK STATE 2010ed - I I I I 01 O.C. ALL EXTERIOR WALLS SHALL ALERT AMERICAN FOREST 4 PAPER ASSOCIATION WOOD FRAME TABLE2.2A UPLIFT CONNECTION LOADS FROM WIND SUPLYND. BFLOOR ARCH I TELT I F CONSTRUCTION MANUAL FOR ONE t TWO FAMILY DWELLINGS 2001ed ROOF CLG, A55EMBLY DESIGN ROOF 5PAN-__-] UNIT CONNECTION LOADS (MAX,) (PLFj SUBSTITUTIONS ENERGY CODE 2010 OF NEW YORK STATE FOR SUFFOLK COUNTRY DEAD LOAD BOTTOM WALL ARE INTENDED 10 p5f. 36 337 1 0 ID PLATE -SHINGLES (ALL GHAN6E /COO RIM JOIST RA L/ 11' Z)\\ MUST MEET THE \F, M\ lNG\N/'_rF A\ "� NTPAcTop,, NOTE: �� \�, � \j j \ \\'CLEAT @ -2001 NFOM VERIFY ALL PITCH 00- 12`OC 1. -AS SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE HEADERS OVER 8'-0" IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, GIRDERS, OR 1--1 -SIMPSON STRONG- COMMENCEMENT OF PAPER ASSOC. WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4,2RIDGE VENT DETAIL L_ MANUAL ANGLES PRIOR CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 00 ., TO DETERMINE THE APPROPRIATE SIZE AND STRENGTH 0 TIE HIGH WIND- NEW 2x14 RIDGE 2. -ALL LOAD BEARING LUMBER SHALL BE OF DESIGN TIMBER STRESS - FB + 8501 18, -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE, RESISTANT MUDSILL (A;R2 NEW ANY E=II 600I 000 P.5,1.I DOUGLAS FIR LARCH NO. 2. 19. -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS Do -- TO RIM J015T DSP 3. -ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20. -PROVIDE (3) 1'0 VENT HOLES AROUND SKYLIGHTS. c _ W/ RIDGE VENT DISCREPANCY WITH #18 GA. (6-10D X THICKNESSES OF EXTERIOR SHEATHING TO BE 1/2' MIN AND 3/4' MIN FOR 21, -INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO I Y2' NAILED TO NEW 2X6 CT @ 16" O,C, ANGLES, CONTRACTOR SUB-FLOORING, UNLESS OTHERWISE NOTED, THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS, RIDGE SILL) (B-101) X I Y2` MUST PROVIDE THE 4, -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SHALL BE ALUMINUM OR 22. -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF loillik NAILED TO RIM) 5/0 GALVANIZED. 71-011, 5 CORRECT ANGLE IN 23. -ALL RISERS TO BE A MAXIMUM OF & 114' AND ALL TREADS TO BE A MAXIMUM OF q' NEW 2XI2' RR @ 16' O.C. 5. -PROVIDE CROSS-BRIDGING OR SOLID BLOCKING @ 8'-0' O.C. MAXIMUM FLOORS, "INV (2) ACO MUD SILL 12 12 PLYWD, SHEATHING, 154 ROOF ORDER TO MATCH CEILINGS, AND ROOFING, IN DEPTH WITH A NOSING BETWEEN 3/4' AND 1 114" PROJECTION. RISERS AND TREADS FELT ASPHALT SHINGLES AS 6. -JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE PASSAGE SHALL NOT DEVIATE MORE THAN 3/5' THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH Q8PEROWNER ELEVATIONS. VERIFY OF PIPING OR DUCT WORK, ARE TO BE BLOCKED AT MAXIMUM 16' INTERVALS ON OF STAIRS TO BE 36'. FOUNDATION WALL ALL FIELD CONDITIONS BEARING PARTITIONS AND 32' INTERVALS ON NON BEARING PARTITIONS. 24, -ALL WINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE 7. -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE, PRIOR TO YORK STATE. 25. -ALL HANDRAILS AND GUARDRAILS SHALL BE 36 HIGH AND MUST BE PROVIDE AROUND FLOOR JOIST NEW 2XI2 RJ @ 101 O.C.; CONSTRUCTION. B. -PROVIDE DOUBLE JOISTS OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS, ALL SURFACES WHICH ARE 16' OR HIGHER THAN ADJACENT SURFACES, AND FOR ALL I PARTITIONS, AROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY APPLIANCES STEPS OF 2 RISERS OR GREATER, O- W/ R-38 BATT INSULT,; STRAPPING DETAIL @ FOUNDATION (2)�2'0 CARRIAGE BOLT NEW 3/4" PLY.---\ OR FIXTURES. 26. -TERMITE SHIELDS, AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION WD. SUB-FLOOR PROVIDE ICE t WATER SHIELD (TVP,) N017E: ALL 9, -MICROLAM BEAMS, DESIGNATED WITH AN 'ML' OR 'LVL' NOTATION, SHALL HAVE A WORK, TO FLOOR TO WALL CONDITIONS NEW 2XI2 RR @ 16' O.C., 5/8' PLYWD.- 4 LOCKNUT5 @ EA. END MINIMUM WIDTH OF 13/4' PER MEMBER, WITH A MINIMUM FLEXURAL STRE55 OF 2500 27. -NEW WORK SHALL TIE IN AND LAP INTO EXISTING 50 AS TO PREVENT LEAKAGE, SHEATHING, 159 ROOF FELT; R-38 FROM THE FASCIA t WITHIN 2' HORIZ. MICORLAM'5 (ML) ARE PSI. 28. -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED. (1) C520 (ZMAX) VERTICAL STRAP BATT INSULATION W/ INSULATION �' �A�6W - DISTANCE FROM THE INTERIOR SIDE 11 10. -DOUBLE BEAMS, OF STANDARD LUMBER, SHALL BE NAILED TOGETHER WITH 10 NAIL5 2q. -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS rY�'y OF THE EXT, WALL -21500 PSI 4 1.175 @ EA. STUD LOCATION + AN. (1) BAFFLES; ASPHALT SHINGLES AS I6'OC AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2" CLEARANCE TO EDGES. 30. -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, A, WIDTH (UNLESS NOTED TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES, ALL OTHER BEAMS TO BE CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE PROVIDED AT HIPS, RIDGES, Clo 4"t PER OWNER TOP PLATE THRU BOLTED WITH THE SAME PATTERN, VALLEYS CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUNDATION WALLS. DSP (ZMAX) PLATE TIE 11, -WHERE NEW CONT. ALUMINUM GUTTER CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR FLASHING TO BE ALUMINUM UNLE55 OTHERWISE NOTED. NEW 2X4 FAIjx_j OTHERWISE) RE J015T HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8' IN EACH DIRECTION, ALL 20gci FLUSH RR @ 16" O.C.; H/ (LEADERS NOT SHOWN; CONTRACTOR RING NAILS AS RECOMMEND BY THE HANGER MANUFACTURER, TO INSURE THE 31. -ALL INTERIOR LEADERS ARE TO HAVE 112' FOAM SOUND INSULATION. R-38 BATT INSULT. TO COORD.) CONTRACTOR TO APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32. -INSULATION SHALL BE FIBERGLASS BATTS -- FOIL ONE SIDE, UNLE55 OTHERWISE MOUNTED (' B� I NEW NEW 2 NOTED THICKNESS AS SHOWN ON DRAWINGS, STAPLE PADS ON FOIL OVER FRAMING, 1 , -PROVIDE A MIN OR 2' CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING HANGERS FOR 04 FIELD VERIFY EXISTING JOISTS HN lIgn MASTER MASTER \-NEW VENTED VINYL SOFFIT 13. -DOUBLE PLATES AND 51LL5 SHALL BE LAPPED AT A MIN OF 114 OF THE TOTAL LOAD-BEARING/ LENGTH OF THE WALL, NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS OR HU 12go BED RM, NEW I)BL, 2X4 BATH ABLE5,",\ 14, -PROVIDE 'CATS' AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER & FEET LOAD\T (WHEN HN 15 > STRUCTURAL STUD 'WET WALL! " CONTRACTOR TO PROVIDE NEW HIGH, ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10' NOT AVAILABLE) rn C7R -015 EEN50ARD/ OR CEMENT BOARD LOAD DEAD LOAD (BEY(ND) CONDITIONS/ JO TO HAVE STUD BRIDGING OR OTHERWISE BE BRACED IN AN APPROVED MANNER AT FOR DEL JOISTS E� NEW AROUND BATHTUB/ SHOWER WALL DIRECTIONS UPON INTERVALS NOT EXCEEDING 6'-0', NO WALL STUDS MAY BE LONGER THAN W-21. R001`5 45 LBS PER SOFT 20 LBS PER SOFT WIO FLITCH 4' PLY A5 PER NY5 BLDG. GORE R501-2 15, -DOUBLE FULL STUDS TO BE 515TERED TO JACK STUDS AROUND OPENINGS IN UB WD, -FL A UNCOVERED DECKS / BALCONIES 60 LEIS PER SOFT 20 LBS PER SOFT PLATE HHB OR ILI .1 START OF "LIGHT" EXTERIOR WALLS AND BEARING PARTITIONS. ALL HEADERS UNDER 3'-0" TO HAVE 10 LBS PER SOFT 15LB5 PER SOFT HGLT 7 FOR __13 2ND F.F. SINGLE JACK STUDS, UNDER q FEET DOUBLE JACK STUDS, q FEET AND OVER TO HAVE CEILINGS W/O ATTIC ALL OTHER j NEW 2X12 FJ @ V O.C, NEW 2XI2 FJ @ 16' O.C. WORK (REMOVAL OF TRIPLE JACK STUDS, CEILINGS WITH ATTIC 35 LB5 PER SOFT 15 LBS PER SOFT BEANS WALE,_, F I N 15HES/ 16, -ALL INTERIOR DOORS TO BE 1-3/8HOLLOW CORE LUAN VENEERED WITH APPROPRIATE FLOORS 40 LBS PER SOFT 20_LBS PER SOFT rF HARDWARE. CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5. SUBSTRATE5); ALERT 17. -ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN OF (2) 2X8 FOR SPANS UP TO STAIRS 40 LBS PER SOFT 20 LBS PER SOFT ------ NEW (I) 2XI2 FJ NEW WALLS TO BE, k2' GWB. ARCHITECT OF ANY 31-Ol, (2) 2XI0 FOR SPANS UP TO 61-00 AND (2) 2XI2 FOR SPANS UP TO 8I-ON. RAILINGS 200 LAT AND VERT BLOCKING r VAPOR BARRIER 2X6 WD. STUDS 16, O.C., k2' PLYWD. SHEATHING, DISCREPANCIES � , \� \ \ \. \"FLlT\CWPLATE\ DETAILV\\ W/ R-21 INSULT. 15# BLDG. FELT BETNEEN APPROVED JOIST HANGER CONNECTIONS NEW NEW SIDING AS PER OWNER NEW 36'HT. WD, HANDRAIL; ( G PLANS 4 EXIST. (2) BEAMS + (3) BEANS + (4) BEAMS + (3) BEANS + (4) BEAMS + 515TERING TO EXISTING KITCHEN 4' O.C. MAX SPACING BETWEEN NEW CONDITIONS STEEL PLATE STEEL PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES BALUSTERS ALL RAILINGS TO DINING' NEW X12 FJ @ 16' O.C.; W/ PAD SIDE OF BEAM COMPLY W/ NYS BUILDING CODE IMMEDIATELY W X - r 4- AT ai R-38 BATT INSULT.; TECO'D IF REQUIRED TO TACH SHEETROCK NEW PLY PROVIDE \/ALLEY x 4 Z� 11_1� lll� 1 _7; I 1/2"0 THRU BOLT5 '117 FLA5HIN(5 (g) ALL WD, UB-FLOOR STEPPED FLASH @ VARIOUS CONDITIONS SHOWN GRADE GRA E WOOD MEMBERS 16 oc 16 oc 100c 16,10C NEW W 12X50 STL, ALL WALL/ SLOPE (SEE PLANS FOR SIZES) ROOF INTERSECTIONS; (8�"X 12 W-BEAN STEEL PLATE TO EQUAL ZTEWD COR-A-\/ENT FLASH IN6 DEPTH OF ADJACENT BEANS __o 0 0 NEW NEW 5/8' ANCHOR BOLT5 SET @ 36' AS REa'cI (SEE PLANS FOR SIZES) NEW 72) MGARAGE ECH. O,C. W1 (2) 2X6'ACQ SILL PLATES W1 0 0 TERMITE SHIELD i SILL SEALER PROVIDE (1) LAYER NOTE: ALL PROVID -M. GWB TYPE-X ilITH NEW 12"TH PC FNDN. WALL (_3OOO P51 211 , LAYER ELEVATION GWB ONE (1) HR RATED FASTENERS/ TYPE-N ONE*I HIR LINE OF COLUMN MIN.) W/ 24"X 12'DP. FTG. TO BEAR ON ON WALLS 4 CEILING FIRE-R�TED 04 BEYOND UNDISTURBED SOIL MIN. 36" BELOW ADJ. CONNECTORSUSED IN WALLS ' CEILING GRADE; CONC, PARGE COAT ABV, GRADE "f0R,,, WnnD, 'FRAME`�'O EMBER 5\\\' OF ENTIRE GARAGE N `NOT DRILLING DETAIL Vv CONNECTION N1 A00 THRU-01� TROWELLED 40 NIL, (INN) POLYMER- MODIFIED ASPHALT WATERPROOFING 100. SHALL BE SIMP50N >< .7 BELOW GRADE AS PER SEC. R406.2 OF 7MAX" RATED C) 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN --- L---- I-- -- THE 2010 RES, CODE OF NY5, LL_ 10 of _001 NO NOTCHES OR'i --------- -------------------------------------------------------- ------- 0 W `- HOLES PERMITTED; < 1/3 DEPTH OF JOIST CONTRACTOR TO I I ----------------------------------------------------------------- ----- NEW STEPPED FTG. TO NOT HAVE A SLOPE EXCEEDING 1:10 (10% SLOPE); COORDINATE FINAL 0 i ONE VERT. UNIT (12' FTG, SHOWN) TO TEN PORIZ, UNITS (10' MAX.); FTG. LEADER/ GUTTER rn TO BE STEPPED AS NECESSARY TO >< CROSS 1p v IF SCALE, 114" 1'41 CHANGE THE SLOPE OF THE BOTTOM LOCATIONS 114 DEPTH OF J015T SURFACE OF THE FTG. ------ ALL WINDOW TO BE NEW 4'th PC SLAB W/ 6X6 W1.411.4i STUD ANDERSEN 200 SERIES 6 NIL POLYETHYELENE VAPOR BARRIER. PROVIDE CONTINUOUS PROVIDE A MIN OF 2' SEPARATIONS 1/6 DEPTH OF JOIST **,UNLE55 OTHERWISE NOTED" A RIDGE VENTS FOR ALL Z BETWEEN HOLES t NOTCHES FROM NOTCHES ARE NOT PERMITTED IN NEW ROOF RIDGESCL--Lu < 114 DEPTH OF STUD EACH OTHER i FROM THE ENDS OF THE SAME LOCATION AS HOLES Lu c,C) MEMBERS FLOOR JOIST ro SIMPSON STRONG- NOTCHES ARE NOT PERMITTED IN PROVIDE ICE $ NATER SIMPSON TIE HIGH WIND- THE SAME LOCATION AS HOLES STRONG- RESISTANT COILED TIE HIGH HIND- C)RESISTANT RIDGE SHIELD FROM FASCIA 5/8' MIN 1/3 OF SPAN � 1/3 OF SPAN 1/3 OF SPAN STRAPPING C520 WITHIN ZHORIZ. NO NOTCHES OR STRAP C520 V20 GA. #20 GA. (14-8D 2/5 DEPTH OF STUD Q) !HOLES PERMITTED; < 1/3 DEPTH OF JOIST DISTANCE FROM THE (14-8D TOTAL NAILED TOTAL NAILED ON 5/8' MIN TO EA. END OF STRAP --SIMPSON STRONG- RAFTER TO RAFTER INTERIOR SIDE OF THE LLI I ->< ON STUDS TO RIM/ OR TIE SEISMIC t BENT AGRO55EXT. WALL; TVP' FOR 35 DEPTH OF STUD 5m� STUDS TO HEADER) HURRICANE TIE RIDGE) ONLY BEND cl- Z FOR DOUBLE STUDS ONLY (D H2A #18 GA. (5-81) STRAP ONCE ALL NEN ROOFS LL_ PROVIDE A MIN OF 2' SEPARATION CL_ 7 SIMPSON STRONG- X I Y2" NAILED TO 7 BETWEEN HOLES t NOTCHES FROM TIE HIGH WIND- RAFTER/ TRUSS) I ONE STUD EACH OTHER 4 FROM THE ENDS OF-PROVIDE N017Ei ALL LOAD \ c( lr ABOVE HEADER IN RESISTANT COILED (2-81) X I Y2` NAILED = 1*/ MEMBERS M II M11 -< 1/3 DEPTH OF JOIST LINE W1 ONE JACK STRAP C520 #20 GA. TO PLATES) (5-8D PATHS FROM PROVIDE A MIN OF 2' SEPARATION STUD BELOW (14-8D TOTAL NAILED X I Y2` NAILED TONOTCHES ARE NOT PERMITTED IN FOUNDATION TO ROOF �,:,j PLATE BETWEEN HOLES i NOTCHES FROM THE SAME LOCATION AS HOLES TO EA, END OF STRAP STUD) EACH OTHER 4 FROM THE ENDS OF ON ALIGNED STUDS) RIDGE TENSION STRAPS ARE CONTINUOUS 4 AT MEMBERS RAFTER CEILING JOIST Ate- EXTERIOR t BEARING WALL EVERY WALL 571)D X. -ONE STRAP PER REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL PRANIN65: MUNIrIPALITY AMENDMENTS: SHEET TITLE CUSTOM HOME JACK STUD FOR 3' D # PATE: 5Slr: # PATE: T4, # DATE: 5y: SECTION; DETAILS; NOTES To q HEADERS DBL. -WHEN STUDS ARE 1 12.31.14 START OF PRELIMS N.N. 1 1 08.07.15 COORD. AS-BUILT. N.N. PROJECT NAME JACK STUDS FOR 9' NAOUM RESIDENCE ALIGNED USE OR MORE TRIPLE 511 BITTERSWEET LN.; rUTrH0&UE; NY. 11x55 JACK STUDS CONTINUOUS STRAPS FROM STUD TO STUDET 4 41 41 OYSTER SAY DRAFTIN67 SHENO. N- A,� AND ARCHITECTURE, P.C. DATE: 01/2015 ROOF RAFTER TO TOP PLATE t STUD 'SOALE: A (E)- WALL STUD TO BAND JOIST 65 WEST MAIN STREET OYSTER E3A-T-, N.Y. 11-7-71 5 NOTED HEADER UPLIFT CONNECTION of k,q -76 (FAX) '122-6255 C�l (516) q2,2-5q BY: N.N. 11, -71 1 WEB: www0Y5TER5AYPRAFTlNr7.C,0M EMAIL: ARr-HITErTOOY5TEPBA'(DRAFTIN6.r.OM 2L- 1111 1 1 JOB NO: 14205 QA NEW 2x14 RIDGE W/ RIDGE VENT NEW 2X6 CT @ 16" O,C, rA;R2 E RIDGE RIDGE A;R2 NEW 2XI2' RR @ 16" O,C,, 8 W 5 5 PLYWD. SHEATHING, 159 ROOF FELT ASPHALT SHINGLES AS NEW 2X6 CT @ 16' O.C. _ PER OWNER RIDGE �^� — — - ----- -- - - - -- - - -- — — — — — — / NEW 2X12" RR @ 16' O.C., %' — — � NEW (2) 2X12 RJ (ON EA, _ PLYWD, SHEATHING, 15# ROOF 12 n n , n / 12 SIDE OF RR); W/ (2)y' 0 12 12 FELT ASPHALT SHINGLES AS � 8� .- �*- " " ,I " 'I " " " " " � " " "-� QS ANCHOR BOLTS @ RR S� Q8 PER OWNER 0.4 10 PA p p 'p 0 p Io p 10 q q' NEW 2X12 RR @ 16' O.C., V PLYWD. NEW 2x12 RIDGE \`� SHEATHING, 159 ROOF FELT; R-38 CONTRACTOR TO PROVIDE NEW - W/ RIDGE VENT �� " BATT INSULATION W/ INSULATION NEW 2X12 RJ @ 16 O.C.;—� BAFFLES; ASPHALT SHINGLES AS � � W/ R-38 BATT INSULT.; PER OWNER GREENBOARD/ OR GEMENT IBOARD NEW 2X4 CT @ 16' O.C. � � AROUND BATHTUB/ SHOWER WALL M � (2)�'0 CARRIAGE BOLT NEW 2X12 CJ @ 16 O.C. h h �---� A5 PER NYS BLDG. GORE 8307.2 „ „ NEW 2X10" RR @ I6' O.C., 5e" t LOCKNUTS @ EA. END /— PROVIDE ICE WATER SHIELD (TYP,) W/ R-38 BATT INSULT.; „ NEW (2) 2X12 ML RJ (ON EA, FROM THE FASCIA 4 WITHIN 2' HORIZ, TECO'D PLYWD, SHEATHING, LE ROOF SIDE OF RR W/ 2 �" m " FELT ASPHALT SHINGLES AS )� O DISTANCE FROM THE INTERIOR 510E NEW %" PLY.--\ ANCHOR BOLTS @ RR NEW 3/' PLY• PER OWNER NEW (2) 4 OF THE EXT. WALL " 2X12 ML; FLUSH WD, SUB-FLOOR / ,� e NEW CONT. ALUMINUM GUTTER WD. SUB-FLOOR\ \ �I �I „� .. � - ----- -- - - - - ---- - . PROVIDE ICE 4 WATER SHIELD (TYP,) i - - , - - (LEADERS NOT SHOWN, CONTRACTOR —/ �� n( _ X X X��__ _ u k� a XXX FROM THE FASCIA ✓k WITHIN 2�' HORIZ. TOP PLATE — — — DISTANCE FROM THE INTERIOIR SIDE = 2' 0' 21-0" _ 1oe- NEW (2) 2X12 ML; NEW (2) 5/'X II' STL, OF THE EXT, WALL _ LINE OF FLUSH; TECO'D. FLITCH + (2) 2X12 ML NEW CONT, ALUMINUM GUTTER / NEW 2X12 CJ @ I6 ____..__. -_ NEW 2X4 FAUX 6 NEW VENTED VINYL SOFFIT O.C.; W/ R-38 B T - RR @ 16" O.C.; W/ NEW 2X FAUX (EA, SIDE OF FLITCH); (LEADERS NOT SHOWN; CONTRACTOR y RJ @ 16 O.C.; W/ E3 WALL INSULT.; TECO'D R-38 BATT INSULT. NEW 5 = BEYOND LINE OF FLUSH; TECO'D r TO COORD. / 4 NEW NEW j R-38 BATT INSULT. $ `} WALL ) / MASTER o NEW NEW NEW o / =' BED RM. #3 HALL r' BATH HALL BEYOND BED R�1, #2 }� \ NEW VENTED VINYL SOFFIT j BED RM } z s rB E E �� _ 5 5 NEW Y4' PL '1 co NEW Y" PLY• ` `� - - r W - 4 - D UBF R � NEW 2X12 FJ @ I6 O.C. 5 _ WD SUB FLOOR 'r � \ ', ]MID ! _ - I I NEW 2X12 FJ @ I6 O.C, - - - 2ND F.F. — — — — NEW 2X12 FJ @ 16 O.C.; TECO'D �'; � — - ` \ x �) � � NEW 36 NT WD, HANDRAIL; _ NEW WALL5 TO BE, k" GWB, - 4" O.C. MAX SPACING BETWEEN Al NEW WALLS TO BE, k2' GWB. F _ ANEW (1) 2XI2 FJ 6`�i / VAPOR BARRIER 2X6 WD, STUDS = p BALUSTERS ALL RAILINGS TO y VAPOR BARRIER 2X6 WD. STUDS BLOCKING B of r @ I6 O,C. k2 PLYWD, SHEATIHING s NEW 2X12 FJ @ I6 O.C. COMPLY W/ NYS BUILDING CODE , @ I6 O.C,, y PLYWD. SHEATHING, 3 NEW (2) 2X12; � q ? W/ R-21 INSULT, 159 BLDG, FELT > ?' W/ R-21 INSULT. 154 BLDG. FELT CONT. LINE OF COLUMN l NEW SIDING AS PER OWNER =} I6" O,C•NEW 12TEC0'D `` NEW SIDING AS PER OWNER W/ DECO. COVER r LINE OF WALL NEW 36'HT, WD, HANDRAIL; BEYOND _ F BEYOND 4" O.C. MAX SPACING BETWEEN X o NEW NEW NEW }', o 0 3 NEW a `� NEW BALUSTERS ALL RAILINGS TO G a- o FOYER CL NEW 36 HT, WD. HANDRAIL; ------ o FAMILY R�1 " DI IN R�1 LIVING RM. - G N WD HAN 4 O,C, MAX SPACING BETWEEN NEW 36 T, DRAIL; COMPLY W/ NYS BUILDING CODE 3 NEW 2XI2 FJ @ 16" / BALUSTERS ALL RAILINGS TO ---==--- =r r cl- / r 4 O.C. MAX SPACING BETWEEN o —O,C•; W/ R-38 NEW 36 HT. WDJ NEW (2) 2X12 �/ COMPLY W/ NYS BUILDING CQDE BALUSTERS ALL RAILINGS TO = NEW (I) 2X12 AC - n BATT INSULT. HANDRAIL; 4' O,C, FJ; TECO'D% - C� COMPLY W/ NYS BUILDING CODE EXP J015T MAX SPACING BETWEEN —� = NEW s ' P —NEW s4 PLY. BALUSTERS ALL RAILINGS T // 0 3 _Y WD, SUB-FL00-� NEW 2X12 FJ @ 16' O.C.; W/ y WD, 5UB-FLOOR COMPLY W/ NYS BUILDING CODE n, -; ( / R-38 BATT INSULT, , r IST't F. -]Bull zc ,} LINE OF GRADE NEW W 12X50 STL, GRADE— l;' NEW 2X12 FJ @ 16' ` j (GRADE / BEYOND W-BEAM (8{�X NEW WI2X3q STL, �/ O.C.; W/ R-38 BATT 12 k ; FJI S TECO'D Z I W-BEAM; TECO'D b NEW WI2X39 L NEW WIO S L INSULT.; TECO'D ;.: o 0 5 $� ' W-BEAM; TECO'D W-BEANx(4"X 10') ool I �� NEW 36"HT WD HANDRAIL; r' "' L ------------------ MAX SPACING BETWEEN NEW ___ ------_ - - C RAILINGS T LINE 7OFWALL oUN-FINISHED � �{ I GARAGEBALUSTERS ALL R L GS 0 _ PROVIDE I LAYER j O d — COMPLY W/ NYS BUILDING CODE UN FINISHED BEYOND CELLAR CELLAR � 'j WITH. GWB TYPE-X _ r NEW 5/' m ANCHOR BOLTS SETT @ 36' NEW (2) 2XI2 ML; ONE (I) NR RATED TECO'D ON WALL5 t CEILING Z y _ 5 O.C. W/ (2) 2X6'ACQ SILL PL.ATE5 W/ i y OF ENTIRE GARAGE _ j TERMITE SHIELD 4 SILL SEALER } Ln NEW 12"TH PC FNDN. WALL (3000 P51 LINE OF COLUMN = LINE OF COLUMN BASEMENT F — _ — — MIN• W/ 24"X 12'DP• FTG, TO BEAR CNJ — — — BEYOND BEYOND UNDISTURBED SOIL MIN. 36' BELOW ADJ, — ' GRADE; CONC, PARGE COAT/ABV. GRADE E. , ---- 1 ------- ---------- - ---SLOPE_ o NEW 12'TN PC FNDN, WALL (3000 PSI TROWELLED 40 MIL• (IMM) POLYMER- --- ' ----J _______ ____ j MODIFIED ASPHALT WATERPROOFING i L-------------------------- L----------------------- n, MIN. W/ 24'X 12'DP, FTG. TO BEAR ON ' 1 BELOW GRADE AS PER SEC, IR406.2 OF UND TURBED SOIL MIN. 36" BELOW ADJ. L----J - .._..... .. .. --- -- -- _ _. .. L-- J \ --------------------- THE 2010 RES. CODE OF NY5„ j GRADE; \ W11.411.41 / 10'-0" 10'-0" - (2) 95 REBAR HORIZ, CONT, IN C R 0 S S S E C TI 0 N B NEW P PC SLAB W/ 6X6 AR CROSS S C UPPER 12' OF PC. WALL - 6 MIL POLYETNYELENE VAPOR BARRIER. 0 SCALE: 1/4" = I'-0'I - STIRRUPS (TYP,) NEW STEPPED FTG. TO NOT WAVE A - (I) u7 REBAR VERT. @ 36' O.C. SLOPE EXCEEDING 1:10 (10% SLOPE); ONE VERT. UNIT (12" FTG. 514OWN) TO TEN NORIZ. UNITS (10' MAX.);; FTG. - (2) 95 REBAR NORIZ, CONT. IN TO BE STEPPED AS NECE55A\RY TO LOWER 12 OF PC, WALL a"VTR CHANGE THE SLOPE OF THE BOTTOM SURFACE OF THE FTG, CONC, PARGE COAT ABV, GRADE TROWELLED 40 MIL. (IMM) POLYMER- MODIFIED ASPHALT WATERPROOFING NEW New ew BELOW GRADE AS PER SEC. R406.2 OF LAUNDRY BATH I I/2 I _ 1 1/2 f1ASTER BATH THE 2010 RES. CODE OF NYS. 1—/2 T - - --1 � _T THE II/2 II 1,2 I II 1/2 1 v2 1 1 1/R ANLL WINDOW TO BE I I I I ANDERSEN 200 SERIES co WASHER T B SHOWER 1/2 W I W 11/ I/2 1 rub 5"ER CO **UNLESS OTHERWISE NOTED" NEW STEPPED FTG, TO NOT HAVE A . 31 2nd FLOOR SLOPE EXCEEDING 1:10 (10% SLOPE); 2 s - 3 2 I ONE VERT, UNIT (12" FTG, SHOWN) TO New 21 NEW PROTIDE (I) ROW () TO BE STEPPED ASTEN HORIZ. UNITS iNECE55ARY TO KITCHEN_ _ _ 11/4 _ _ _ _ _BATH _ I 1 1 112 1 1/2j I v2 2X12 EJ BLOCKING UNDER CHANGE THE SLOPE OF THE BOTTOM W I 1 1 WB ALL WALL ON 2ND FLOOR SURFACE OF THE FTG, SHOWER c0 I I/ ( W 1/2 CO 15t FLOOR 2 3 1 3 2 PROVIDE 2X6 CATS IN ALL EXTERIOR YgALL5 I co REVISIONS TO PRELIMINARY DRAWINGSi: RE\/ISION5 TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: ` ' SHEET TITLE CUSTOM HOME CELLAR # DATE: E3Y': # DATE: BY: # DATE: 8Y: y" a�° Ta Il$ SECTIONS 1 12.31.14 START OF PRELIMS N.M. 1 1 08,07.15 COORD. AS-BUILT. N.N. ��S 1�1.,��°��,; . � � �� PROJECT NAME NAOUM RESIDENCE TO SANITARY OR COMBINED SEWER NEW 2 2 NOOSE TRAP 3 3 13 1 d ' K�, 511 BITTERSWEET LN.; CUTCHOGUE; NY; 11155 PLUMBING RISER DIAGRAM 4 4 4 H 1 OYSTER E3A "'r DRA�ETING SHEET NO. V.... d a AND ARCHITECTURE, P.G. DATE: 01/2015 Q� SCALE:NTS - - 5 5 5 d , ,,.. �`� °. , 'r`�i� dd s; : `1Ii 5GALE: AS NOTED • tB �� d ti 68 WEST MAIN STREET OYSTER BAY, N.Y. 11-171 of (516) 0122-5ci76 (FAX) 0122-6235 E3Y: N.N. Q� 7 _T 7 �4 . WEB: WWW.OY5TERBAYDRAFTING.GOM EMAIL: ARGHITEGT@OY5TERBAYDRAFTIN6.COM JOB NO: 14205 Q RIDGE— RIDGE- 12 1212 8 a 12 —2— TOP PLATE ............... ...... .......... -------------- ............ ....... .... ...................... . .................. N 7 NEW CONT, ALUMINUM GUTTER -E-ffi- (LEADERS NOT 5HOWN; CONTRACTOR TO COORD) -L�Jl 2ND F.F. 2ND F.F. 7 12 IF L Ell 12 !_J� =_ / -- - - QS mr7T] ----------- FF NEW WRT. WD. HANDRAIL; 0 4' O.C. MAX SPACING BETWEEN ------- ——— ——— BALUSTERS ALL RAILINGS TO COMPLY W/ NY5 BUILDING CODE 15T F.F. IST F.F. GRADE GRADE ------------------- ---------------- ------------------ PROP. 4' W IPC, APRON—\ BASEMENT F. GRA�PE GRADE ---------------------------------------- ----------------------------- BASEMENT F. L-------------------------------------------I I---------------------------- ----------- SLOPE- MAX. SLOPE_--------------- T------------- ---------------------------------------------------------------------- II I F-------------------------- L-------------------------- --------------------------- 101-011 101-011 101-011 101-011 NEW STEPPED FTG. TO NOT HAVE A O_Ll�IT ELEVATION� SLOPE EXCEEDING 1:10 (10% SLOPE); _�EAI . ONE VERT, UNIT (12' FTG. SHOWN) TO DELEVATIl...... . SCALE I/411 = II-011 TEN HORIZ, IUNIT5 (10' MAX,); FTG. TO BE 5TEPPED A5 NECESSARY TO CHANGE THE SLOPE OF THE BOTTOM TOP RAIL SURFACE OF THE FTG. 2X2 HD. V BALUSTERS; ALL WINDOW TO BE BOTTOM RAIL— MAX. 4" O.C. ANDERSEN 200 SERIES AS PER NYS **,UNLF-55 OTHERN15E NOTED" BUILD. CODE 7plic c- HD. DECKING NOTE: ALL DOUBLE- �9+ \ \�\ �. HUNG BLE- HUN& NINDOM TO BE COTTAGE STYLE; DECK JOIST CONTRACTOR. TO (SEE PLANS) 000RD. RA RAILING DETAIL CONTRACTOR TO INSTALL "TRINITY WALL 5*(5TEM" RETAINING WALL A5 PER "NICOLOOK" MANUFACTURER 5FECIFICATION5 RE\/1510NS TO PRELIMINARY DRAWINGS:: RE\/151CN5 TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE CUSTOM HOME PATE: By: DATE: # DATE: I BY: # # BY: 'i-I 1 � ELEVATIONS 1 12.31.14 START OF PRELIMS N.N. I COORD. AS-BUILT. N.N, 1 08.07.15 PROJECT NAME NAON RESIDENCE 577 E31TTERSAEET LN.; CUT(:,HO6UE; NY; 11155 SHEET NO. 4 4 -41 OYSTER BAY DRAFTINO 5 5 5 16 ANDARCHITECTURE, F.C,. DATE: 01/2015 SCALE: A5 NOTED65 WEST MAIN STREET OYSTER BAY, N.Y. 11-7-71 OF N.N. 11 1-71 1 1 -7 (516) (FAX) 6255 BY: -7 T WEB: NM.0Y5TEREAYPRAFTlN6.00M EMAIL: APCHITECT@OY5TERBA'r'DRAFTIN6.60M It NO: Q RIDGE — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RIDGE— NEW VALLEY FLASHING — — NEW VALLEY FLA5HING 8 i2 12� QS 8 12 12 � QS TOP PLATE --- — — — — - - — — — — TOP PLATE NEW CONT, ALUIMINUM GUTTER I (LEADERS NOT SHOWN; CONTRACTOR TO COORD.) rn4 L[:l m o� co i 2ND F.F. E:A NEW 36"NT, WD. HANDRAIL; FT ' NEW 36'HT. WD, HANDRAIL; [H ,... 4' O.C. MAX SPACING BETWEEN :: »: 4' O.C. MAX SPACING BETWEEN B //—NEW 36 HT, WD„ HANDRAIL; ALUSTERS ALL RAILINGS TO —� COMPLY W/ NYS BUILDING CODE 4' D.C. MAX SPACING BETWEEN ® BALUSTERS ALL RAILINGS TO / COMPLY W/ NY5 BUILDING CODE BALUSTERS ALL RAILING5 TO \\ COMPLY W/ NY5 BUILDING CODE - I IST F.F. IST F.F. — — — — — — — .. .... .. ... GRADE GRADE - LILILI I � n El -�J L _l o o cn m rn 1 rL-------- m : ---�� I I I I I F-I -- I Mimi -- - --- L11 — - NEW VENT EIEF BASEMENT F. I I I I BASEMENT F.— — — - - 4 — T- EL—il:10 ---- ------------------------------------------------------- --------------------L,. F 1 1 I I I I ! { I-------------------------------------- ---------------------------------------�— 1 --------------------------------- 1 LI I ----------------------------------------------------------------------------- --J RIGHT SIDE ELEVATION LEFT SIDE ELEVATION SCALE: 11411 = 11-011 NEW STEPPED FTG. TO NOT HAVE A SCALE: x/411 = ��-011 5LOPE EXCEEDING 1:10 (IO% SLOPE); ONE VERT. UNIT (12" FTG. 5HOWN) TO TEN HORIZ, UNIITS (10' MAX.); FTG, TO BE 5TEPPEID A5 NECESSARY TO ALL WINDOW TO BE CHANGE THE 51LOPE OF THE BOTTOM ANDERSEN 200 SERIES 5URFACE OF TINE FTG. **UNLESS OTHERWISE NOTED" NOTE: ALL D L - HUNG WINDOWS TO BE COTTAGE STYLE; CONTRACTOR TO COORD. CONTRACTOR TO INSTALL "TRINITY WALL 5Y5TEM" RETAINING WALL AS PER 11N I COLOCK" MANUFACTURER 5PECIFICATION5 REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: _._ 5HEET TITLE CUSTOM HOME # DATE: B'IY: # DATE: BY: # I DATE: I BY: � � t� �e Ro ELEVATIONS 1 12.31.14 START OF PRELIMS N.N. I 1 05.07.15 COORD. AS-BUILT. N.N. F �1S M. �,, � �-� 1ld PROJECT NAME ,� NAOUM RESIDENCE 2 2 2 `� �" "� 511 BITTERSWEET LN.; GUTGHOGUE; NY; 11155 3 3 3 ► A ;: A 4 4 14 OYSTERY SADRAFTING 5HEET NO. _ AND ARGHITEGT'URE, P.G. DATE: 01/2015 Q➢ 68 WN.Y. 1171 EST MAIN STREET OYSTER BAY, SCALE: AS NOT OF 6 6 6 7 •r"� '+` �� p rT (516) �i22-5�i76 (FAX) 0122-6235 BY: N.N. Q WEB: WWW.OYSTERBAYDRAFTING.GOM EMAIL. ARCHITECT#OY5TERBAYDRAFTING.GOM JOB NO: 14205 Q� z LIGHTING FIXTURE LEGEND FIXTURE TYPE SYMBOL DESCRIPTION A SURFACE MOUNTED DECORATIVE IOOW INCANDESCENT LUMINAIRE T65 BY OWNER B _E� SURFACE MOUNTED (2) 4014 BIAX FLUORESCENT LENSED FIXTURE C � DECORATIVE CHANDELIER 6-75W A LAMPS INCANDE5ENT FIXTURES D -�- DECORATIVE 120W INCANDE5ENT LENSED FIXTURE CEILING RECESSED I.C. (INSULATED CEILING) I0014 E OO INCANDESCENT RAL LIGHT FIXTURE TBS BY OWNER WHITE TRIM U.O.N BY OWNER CEILING RECESSED I.C.(INCANDESCENT CEILING) F O 75W LOW VOLTAGE MRIG LENSED SMALL APERTURE DOWNLIGHT TBS BY OWNER, WHITE TRIM U,O.N. BY OWNER U.L. EXTERIOR RATED WET LOCATION IOOW G �-I INCANDESCENT SPOT LIGHTING, PAR 38 LAMP, TBS BY OWNER ELECTRICAL FIXTURE LEGEND FIXTURE TYPE SYMBOL DESCRIPTION Qp DUPLEX IIOV RECEPTACLE LIGHT SWITCH gGFI GROUND FAULT PROTECTED OUTLET A B A ELECTRICIAN TO COORD, '3-WAY' SWITCHING REQUIREMENT W/ OWNER 5 6 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � LEGEND / I v ,.4 v'v dv' } � Y VY`✓\h'Ycr>r r r Y ,v'v v'v'v',v r",%v`'' r v'`r'v v v�' :v v �'><;%Y`r ''vV 'v' I 'Y � � 1'`!'Yrf'r'YYY1'YYYJ rYY1Y 1Y1 VVY/YYY'!'Y::Y'Y J'1'rlri r'Y J}Y JY'}'YYY Y}YY:Y �, V YY Y�' 1''!Y'JVVY YVY'YYY'CY1''Y"Y: ':Y:1V '�r, Y`/v YVV :'VY�Y'('Y'!V Y'VI',�YY�YY''v'Y Y1!�( YV YIY�V'�lYY1Y)'�V}X1'1'VY:YYYY'1Y YYY'1jY Y'YYV',V�1 IYVV CARBON MONOXIDE C.T, COLLAR TIES �`,'YvY'Yr,�'YY'Y'Y'r✓Y',%VJvr'Y,i'Y:1Y,,,,'Y,Y _ _ I 'f � IY NEW r�F/ � C(7D DETECTOR FI GFI F FFI R.R. ROOF RAFTER FF o u, LAUNDRY I CJCEILIN JOIST o oQ°� ° L' i ' / \ I \ \ / o °- `� O F NEW ®Sp SMOKE DETECTOR° E E E \ / Q O.C. ON CENTER �E E E 1 OO OO I � E NE l \E NEw I I GFI �1ASTER ® .: \ / ;.: 7V -1 / I ALUM, ALUMINUM FTG. FOOTING NEW J / D / KITCHEN OO OO a: NEW I / \ NEW BATH I / \ I I - - _ ::...:....:. BATH/ =} \ '.% —� DW DISHWASHER P.C, POURED CONCRETE LIVING R�1. \ o (0� 0 F— BAT I .BED Rf1, #41 F A 7" \ \ NEW ~} E E E I I ® I \ s EXIST. EXISTING GALVANIZED _ o ` I I A o IF I LN. G I I FF FINISHED FLOOR_ BM. BEAM �� \ E A E I C I I l\ E NEW C�1' // I FNDN. FOUNDATION DN DOWN FURN�- ° I .,> I I\ FRENCH WOOD DOOR DBL. DOUBLE F C ' \ PROP, WALL OVEN = NEW I \ \ i NEW ` � � J - - I GWB GYPSUM WALL BOARD FRMG. FRAMING —PANTRY I E E \\ NEW OX - �. - / TE - NE r PROP. DESK I o / y W_ C, D,y W;I C, I HDR. HEADER T.V. TRUE VALLEY i E E E E \ E E I \ SD rE `D o / - - � \ O _ — o �- \ o � o� ,y \ � E � -/ ! / � INSUL.O �. I Y �MD� — GFI E — — — — — - I \ — s I M.C. MEDICINE CABINET PLYWD. PLYWOOD — — — — — — — — — — — — — - - MICROLAM NEW :I NEW \ / I — — — — — — — — — — — — I 1 � r MARBLE SADDLE ML I i i I i \ — I th. THICK STL. STEEL i PR P. 5 W X \ I \+ C I I JEW 8'HT PA55-THRU — - C C J , E I I C WD. WOOD T DN = /\ o — o I� o \ i / i i ON \ II I 6 6 E I I 6 z o \ O o I / (-' ` E \ D E I W.I. CL. WALK-IN-CLOSET777 � 11E - T SD E \ E - .. .:. .....:.:.. .. E E E I o / O e ---- ---- I ®SD 1 I I VIF VERIFY IN FIELD LINE OF— � M I / - I \ / NEW 2ND FLR. ABV. - ---- ? CL. ': NEW E / E NEW FAMILY R�1.\ NEW / DINING RM. I BED R #3 --- - CL. l i \` / I NEW -� A E / E ---- ---- NEW E MASTER E I / TAA \ ---------+' E \-- / sD1 BED RM./ \ NEW rI IFOYER �01 \ z I , _ 1 — — \\BED RM. 42 II \\\ 1 I -- Lll ?Fp *A o E E E E E E I / E E E \ I I - - - - - - h ,I /,V;.'YV'rV ,vv`i`J Y, , ^r",'r'YVd'Y'v`,zT I YY'v\,,.Y ,,(, v`,'vv'vr`.y;r ;'A,yw,,:,.r, - -`/'f'Vr1''x'Y',%1"�Y'r'Y' ''!'r 'J'J':'•I^Y'iv•J`J','vVv/ 'Y4Y:V}YrYYY'IVf NEW'; \ NEW ��'"VYV'Y'v'Vr'>/v'Pv'Y'•d r! } v v I '}'i�Y„v}/v,JJ, _ y•,,,'`lv'r�%v'vY'YY`A'Y `v'v'v'v`r' r'vV�v'vVY`rV�v' 'dY'v`v'v'V'd^I'1�` �L - -- - - - \ CL. - - - - - - - - - - - - - - - �/ I E } \r - - - - - - - - - - - - - - - - - - -� 4`.%Y'Vv'7r'Y'}'Y"i vJY'vi'v'Y\''Y'v 'v,'dl•r,%r'ry'v'r',',''Y'r''','v'lv'J`:,n�j I a;^:;;. ,v: v; „ , F r/ ,: v`Y4'v'Y''r', ":v rv,h}v `:Y:M,Nti^N 'v'v4`�,✓VY'v r Jve I L — — - - - - - - - - -I- - - - - - - - - - - - J B A B A 6 5 6 5 FIRST FLOOR REFLECTED CEILING/ELECTRICAL PLAN 0__SECOND FLOOR REFLECTED CEILING ELECTRICAL PLAN SCALE: 1/4" = I'-0" SCALE: I/4" = I'-0" RE\/ISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNIGIFALITY AMENDMENTS: F h 5HEET TITLE CUSTOM HOME �' { Il� ELEGTIGAL PLAN # DATE: BY: # DATE: BY: # DATE: BY: �� a� �� I 12.31,14 START OF PRELIMS N.N. I I 08.07.15 COORD. AS-BUILT. N.N. Los a �° PROJECT NAME NAOUM RESIDENCE 2 2 2 �, •,, ,s r� Vii.; 377 BITTERSWEET LN.; GUTGHOGUE; NY; II135 t„ 4 4 4 '' • • OYSTER BA1' DRAFTING 5HEET NO. 5 5 5 = ea AND ARGHITEGTURE, P.G. DATE: 01/2015 Q� � 68 WEST MAIN STREET OYSTER BAY, AS NOTED OF N.Y. 11771 � • ' Il' T (51(b) X122-5x76 (FAX) ci22-6255 BY: N.N. Q 7 7 WEB: KNKOY5TERBAYDRAFTING.GOM EMAIL: AR.GHITEGT®OY5TERBAYDRAFTIN6.GOM JJOS NO: 14205 Q� ?'('�), r� GENERAL CONDITIONS OF THE WORK: 5- ALL WORK LET UNDER THESE DRAWINGS SHALL BE GUARANTEED AGAINST DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF SITE WORK, GRADING AND*LANDSCAPING ELECTRICAL NOTES: I- THESE NOTES SHALL APPLY TO THE GENERAL CONTRACTOR, EACH SUB-CONTRACTOR AND THE OWNER'S OWN FORCES. EACH CONTRACTOR ONE (1) YEAR FROM THE DATE OF THE ACCEPTANCE OF THE OWNER. GRANTING A CERTIFICATE OF OCCUPANCY, OR THE OWNER'5 USE OF I- CONTRACTOR SHALE::FROM EFFECTED AREAS OF THE 51TE AND REDISTRIBUTE ALL TOP501L UPON COMPLETION OF THE WORK PROVIDING SHALL STUDY AND FAMILIARIZE HIMSELF WITH THE SITE AND WITH ALL TRADES AND ASPECTS OF THE WORK. EACH CONTRACTOR SHALL THE PREMISES SHALL NOT CONSTITUTE ACCEPTANCE OF THE WORK. FOR FINI5HED.;GRADIN�':X-ND RE5"f��Dlf G OF THE LAWN AS DIRECTED BY THE OWNER, I. ALL ELECTRICAL WORK SHALL BE CONFINED TO THE SPACE AND LOCATION ALLOWED FOR IT, AND SHALL BE IN STRICT CONFORMANCE TO THE NATIONAL ELECTRICAL CODE COOPERATE AND COORDINATE HIS WORK WITH THE WORK OF OTHER CONTRACTORS AND TRADES. 6- THE CONTRACTOR SHALL AL50 DELIVER ALL MANUFACTURES' WARRANTIES, GUARANTEES, OPERATIONAL AND MAINTENANCE MANUALS 2- BACKFILL`i+kL NO-;:*P-,- LACEI...*N,AIN5T FOUNDATION WALLS UNTIL THE CONCRETE IS OF SUFFICIENT STRENGTH AND UNTIL THE WALLS GOVERNING MUNICIPALITY AND NFPA 72. 2- THE CONTRACTOR SHALL INSPECT THE SITE AND MAKE ALL APPROPRIATE INQUIRES TO DETERMINE CONDITIONS AND FIELD CONSTRUCTION PERTAINING TO HIS WORK. ARE PROK-RJ.Y. B>2ACED..TQN::AND BOTTOM BY THE HORIZONTAL FLOOR OR BY ADEQUATE TEMPORARY BRACING. 2. PROVIDE SEPARATE CIRCUITS FOR ALL APPLIANCES, AMPERAGES BASED ON MANUFACTURES SPECIFICATIONS. IA PRIOR TO SUBMISSION OF BIDS AND SHALL MAKE NO ADDITIONAL CLAIMS REGARDING SITE CONDITIONS THEREAFTER. THE 7- EACH CONTRACTOR SHALL ALSO DELIVER TO THE OWNER WRITTEN GUARANTEE IN FORM AND WHOSE TERMS AND EXTENT WILL BE ....""""""" 3. CONTRACTOR IS TO VERIFY WITH THE OWNER IF THE OWNER WILL BE PURCHASING APPLIANCES AND HAVING THEM INSTALLED BY OTHERS PRIOR TO SUBMITTING A BID ON THE CRITER P 3-'GRRT)fl-:':i4P{�JRD-..ALL NEW"CONSTRUCTION SHALL SLOPE AWAY FROM THE FOUNDATION WALL AND SHALL BLEND INTO EXISTING GRADES. PROJECT. CONTRACTOR'S AND OWNER'S AGREEMENT TO ENTER INTO THE WORK SHALL SUFFICE AS THEIR ACCEPTANCE TO THE TERMS SPECIFIED ESTABLISHED IN THE AGREEMENTS BETWEEN EACH CONTRACTOR AND THE OWNER. :. 4- ALL SITE DES(G1 ::INCLUDING TOPOGRAPHY, STORM DRAINAGE, SPECIAL PAVING, LANDSCAPING ETC, SHALL BE PROVIDED BY OTHERS HEREIN AND SHALL BE INCORPORATED INTO ANY AND ALL AGREEMENTS BETWEEN THE OWNER AND THE CONTRACTOR. ARCHITECT'S SERVICES DURING CONSTRUCTION ." :' : Q�13q Y Y ' cp 5�\ 000, , PROP. AREA TO BE CLEARED -,/''/ \ PROP. CONC. STOOP 0 \ \ 4 STEPS (42.7 SF) O \ �, i t\ PROP. 0 X 2'DP. DRYWELL o, O o� \ / PROP, I5T FLR, (1,461.3 SF) PROP. 2ND FLR (1,461.3 SF) PROP. (2) A/C UNITS PROP. PROPANE FIREPLACE --- \/ ` PROP, CONC. STOOP \ 4 STEPS (56.0 SF) PROP, GRAVEL DRIVEWAY \ PROP, 60 X 2'DP, DRYWELL ' \ • \ PROP, 36'X 16' IN-GROUND POOL (576 SF) (APPROX, 2,816 CF) y r PRI*:'2,5TY; \ PROP. (1) PROPANE TANK- PROP. 11500 GAL. SEPTIC TANK: - MIN. 5 FROM (PROPERTY LINE i \ a\ - MIN, 10' FROM DWELLING ' \ PROP, LEACHING POOLS: - MIN. 10' FROM PROPERTY LINE - MIN. 20' FROM DWELLING \� \ - MIN. 8' FROM 'SEPTIC TANK \ O�� Q�� ( o - MIN. 10' FROM OTHER LEACHING POOL rn i \ 9_1� \ \ `gyp \ \ , ZONING CALCULATIONS PROP. FUTURE 5oz EXPANSION POOL \ \ -' ;�� \ PLOT PLA 15,10 -- \ CALCULATIONS REQUIRED PROPOSED ` 57 685.68 SF SCALE:I" = 20' LOT AREA LA SEE PLOT PLAN - SF ,\... ,,\ 2p� .o ��. ; � •o BUILDING AREA: THI5 15 AN ARCHITECTURAL SITE PLAN BASED PRINCIPAL BUILDING SEE BLUEPRINTS - SF 1,461.3 SF �_4O ON INFORMATION SHOWN ON A SURVEY PROP. STOOPS SEE BLUEPRINTS - SF q8.7 SF ZON�. PERFORMED BY NATHAN TAFT CORWIN III, LICENSED LAND SURVEYOR TOTAL BUILDING AREA (BA) II 537.14 SF 1560.0 SF 5EGTION: 104 DATED: 07.25.1918 (REV, 02.06.2007) i t \ \ $LOG : Q2 (REV. ADD NEW HOUSE 02.12.2015) % OF LOT COVERAGE BA / LA x 100 20.0 % 2.70 % FLOOR AREA: LOT: '7.4 I5t FLOOR AREA SEE BLUEPRINTS 1,461.3 SF I _„____.-------- 2nd FLOOR AREA SEE BLUEPRINTS 1,461.3 SF AREA: 517kajha 51= —__—___...---- ------ 276,431 LIVABLE FLOOR AREA SF PER DWELLING 850.0 SF M22.6 SFA _ ----"- ---- FRONT YARD SETBACK SEE PLOT PLAN 50.0 F 50.0 FT 46 00� REAR YARD SETBACK SEE PLOT PLAN 50.0 FT 80.77 FT SIDE YARD SETBACK: SIDE YARDS SEE PLOT PLAN 15; 20 FT 50.0; 130.61 FT AGGREGATE 15EE PLOT PLAN 1 35.0 FT 180.61 FT NOTE: SEPTI G 6 DR`t'ONELL BUILDING HEIGHT SEE ELEVATIONS 35.0 FT 34.0 FT SYSTEMS TO BE DESIGNED APPROVED 5Y OTHERS REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL. DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE GU5TOM HOME # DATE: BY: # DATE: BY: # DATE: 0A e� �e Il� ZONING; PLOT PLAN 1 12.31.14 START OF PRELIM DRAWINGS N.N. I I c �° PROJECT NAME ` ��.°��'� �t'� NAOUM RESIDENCE 511 BITTERSWEET LN.; GUTGHOGUE; NY; 11f35 • OYSTER 8A1' DRAFTINCG SHEET NO. 4 4 4 _ AND ARCHITECTURE, P.G. DATE: 12/2014 �oQ� SCALE: AS NOTED OF 'tom I1 68 WEST MAIN STREET OYSTER BAY, N.Y. 117-11 (51(b) 122-5176 (FAX) 122-6235 BY: N.N. Q� 1 -1 -7 WEB: hM.0Y5TER5AYDRAFTING.00M EMAIL: ARGHITEGT@OY5TERBAYDRAFTIN6.GOM IJOB NO: 14205 1Q FRAMING DETAIL FOR HURRICANE TIES It NAILING SCHEDULE WOOD FRAME CONSTRUCTION MANUAL: TABLE 3.1 NAILING SCHEDULE NUMBER OF NUMBER OF JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING ROOF FRAMING RAFTER TO TOP PLATE TOE-NAILED SEE TABLE 3AA SEE TABLE 3.4A PER RAFTER CEILING J015T TO TOP PLATE TOE-NAILED) (5EE TABLE 3.4A) SEE TABLE 3.4A PER J015T CEILING J015T TO PARALLEL RAFTER FACE-NAILED SEE TABLE 3,qA SEE TABLE 3.qA EACH LAP CEILING J015T LAPS OVER PARTITIONS FACE-NAILED SEE TABLE 3,qA SEE TABLE 3,qA EACH LAP COLLAR TIE TO RAFTER FACE-NAILED SEE TABLE 30SEE TABLE 30PER TIE BLOCKING TO RAFTER TOE-NAILED 2- 8d 2- IOd EACH END RIM BOARD TO RAFTER END-NAILED 2- IM 3- 16d EACH END WALL FRAMING TOP PLATE TO TOP PLATE FACE-NAILED 2- 16d 2- 16dPER FOOT TOP PLATES AT INTERSECTIONS FACE-NAILED 4- 16d 5- 16d J015T - EACH 51DE NEW 10"TH PC. FNDN. WALL STUD TO STUD FACE-NAILED 2- 16d 2- 16d 24' O.C. (3000 P51 MIN,) TO BEAR ON HEADER TO HEADER FACE NAILED 16d 16d 6" O.C. ALONG EDGES UNDISTURBED 501L MIN, 36' TOP OR BOTTOM PLATE TO STUD END-NAILED SEE TABLE 3.5A SEE TABLE 3.5A PER STUD BELOW ADJ, GRADE; CONC. BOTTOM PLATE TO FLOOR JOIST, BANDJOI5T, 2- 10' 2- Ibd 4' PER FOOT PARGE COAT ABV, GRADE B ENDJO15T OR BLOCKING FACE-NAILED 21-011 * 614" 14'-0" 6 27'-811 FLOOR FRAMING JOIST TO SILL TOP PLATE OR GIRDER TOE-NAILED 4- Sd 4- 10d PER J015T - - - - - - - - - - _ - - BRIDGING TO J015T TOE-NAILED 2- 8d 2- IOd EACH END NEW BLOCKING TO J015T TOE-NAILED 2- 8d 2- 10d EACH END — UNEXCAVATED BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3- 6d 4- I6d EACH BLOCK - - _ _ _ _ _ _ _ _ _ - _ LEDGER STRIP TO BEAM FACE-NAILED 3- 16d 4- I6d EACH JOIST - _ - - - _ _ _ - NEW 4"TH PC SLAB W/ 6X6 W1.4x1.4 OVER rG JOIST ON LEDGER TO BEAM TOE-NAILED 3- Sd 3- IOd PER JOIST 6 IMIL. POLYETHYLENE VAPOR BARRIER ON BAND J015T TO J015T END-NAILED 3- 16d 4- 16d PER J015T 4" GRAVEL BED � COMPACTED SOIL WELL- BAND J015T TO SILL OR TOP PLATE TOE-NAILED 2- 10 3- 16d PER FOOT 3 TAMPED IN 12" LAYERS A PROP. WASTE ROOF SHEATHING rG i/ 5 PIPES / C.O. PROP, 4' W PC. STRUCTURAL PANELS Sd IOd SEE TABLE 3,10 4'_0" APRON DIAGONAL BOARD SHEATHING ------------- - -------------------------- ----- ----------------------- -------------- - -�- I'X 6' OR I'X 8' 2- Sd 2- IOd PER SUPPORT ` b T ` I'X 10' OR WIDER 3- Sd 3- IOd PER SUPPORT -- ----------------------- ---------------------- ---- ----------------- ------ -- -- -I, CEILING SHEATHING GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7' EDGE / 0' FIELD 24'-el' X -� 21'-0" >, � I ; j WALL SHEATHINUj G c�' NEW '- I I I I STRUCTURAL PANELS 8d IOd SEE TABLE 3.11 -- 3 �Q� --; 1 { i F o w GARAGE LL = q250 ,,, " of i I FIBERBOARD PANELS 3 o Z 3 0 �" - I I" I I -PROP, PC, 7/16' bd - 3" EDGE / 6' FIELD PROP. I " w NEW 36"HT, WD. HANDRAIL; r -w NEW 4"TH PC SLAB TL = 1,497# N o1 I I ( r - N p' , +- NEW 3 k 0 5TL. -i � 1 I 1 I DEPRESSION 25/32 Sd 3 EDGE / 6 FIELD 2ND FLOOR - 4" O,C. MAX SPACING LALLY COLUMN; W/ O -- W/ 6X6 WI.4xl.4 OVER �I .�I '� I+1 GYPSUM WALLBOARD 5d COOLER5 5d COOLERS 7" EDGE /To FIELD URNAC = 6 MIL, POLYETHYLENE TL - 1 954 3 _________ 3 _ BETWEEN BALUSTERS ALL + LL = 4 2799 J HARDBOARD 8d 8d SEE TABLE 3 II DRYER - NEW - 6 CAP PLATE _ ' Z VAPOR BARRIER ON - I # z YII T a ' 'w z RAILINGS TO COMPLY W/ NYS TL - 6 5929 u�i I I i I-' �II UN-F I N I SN E D � - WELDED 5TL. ANGLE; - I '� PARTICLEBOARD PANELS 8d ad SEE MANUFACTURER 4 - '� �- BUILDING CODE TO BEAR ON 30'X " ►- 4" GRAVEL BED DIAGONAL BOARD SHEATHING LL = 3,512# �' a COMPACTED SOIL WELL- 1 „ r ° CELLAR � m LL = 8 761# 30"X 18'017, PC, FNIDN, TL = 5 321# m I I I I I X 6 OR I X 8 2- 8d 2- IOd PER SUPPORT NE 411TH PC SLAB W/ 6X6 WI.4xIA OVER z � TL = 14,125# TO BEAR ON TAMPED IN 12 LAYERS ( II I' 'I I I LL = ,158# I'X 10' OR WIDER 3- Sd 3- IOd PER SUPPORT 6 MIL. POLYETHYLENE VAPOR BARRIER ON UNDISTURBED 501L LL - I,344# � LL = 9889 WALL SHEATHING PROP. 411 G AVEL BED 4 COMPACTED SOIL WELL- LL = 2,872# LINE OF TL = 2 588# TL = 1,778# I i ° I I TL = 2,133# IST FLOOR o , co TAMPED IN 12" LAYERS TL = 5,330# IST FLR. I 1 I I I I LL = 977# STRUCTURAL PANELS 151-6" q_5" I-L = 3,456# LL = 3,046 21'-q" I i ' - TL = 1608# I" OR LESS 8d lOd 6" EDGE / 12' FIELD �- STOVE 1 f - -1 BV, TL--- 7,045# TLgLp I i I`�' GREATER THAN I" IOd 16d 6' EDGE / 6' FIELD FIREPLACE 3 I r II I DIAGONAL BOARD SHEATHING +_- NEW 3 2XI4 ML; I -NEW� -2XI4-MLT ---- -- NEW W IBX 50 STL, ------ -- - _T -- - - I I o „ " r r - - - - - i—T-W_____- _____1 _ _ ____ ° I = I'X 6 OR I'X 8 2- Sd 2- IOd PER SUPPORT 1 coUPSET; TEC D I L-UM ( s ); n ^ ' �'• I `�' LL - 3,695# �I-BEAM 7 X IB I;- I � � I"X 10' OR WIDER 3- Sd 3- IOd PER SUPPORT _ I J i I i I li I i I I 11 I I 3 o FJ'5 TECO'D LL = 3074 I 1 1 m j I , + \ - _ v _ I I I 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b"O.C.AT THE PANEL EDGE. If WALL 5HEATH114G 15 NAILED 3'O.C.AT THE PANEL EDGE TO OBTAIN T— TL = 7 698# II , Ip^ 1 II C W a �_ I _I `9 v I" TL - 477# I HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL 3 0 1 1 E I P I I I I I v O t- LL = 3959 I i I I (� BE USED TO MAINTAIN THE LOAD PATH. V PROP. 6 J J Nu v I I I '� I� I I _�A I3 II 3 �I NEW 3 y" STL, �' " w I i I I I PROVIDE (I) LAYER I I 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO I-ibd NAIL PER FOOT. I� CELLAR O• 1 2 N �? t— TL = 6299 I 3, CORROSION RE515TANT II GAGE ROOFING NAILS t 16 GAGE STAPLES ARE PERMITTED CHECK IBC FOR ADDITIONAL REQUIREMENTS. LALLY COLUMN TO X = o - - , Z URNAC o r r N - =� — R1 - - ONE(1 M RRAATED I� J J � - - I PROP. PC. 3 o BEAR ON 3o X 3OIX _ + N I, 1 I DEPRESSION ALL LOAD PATHS FROM FOUNDATION TO RODF ARE CONTINUOUS AT EVERY WALL STUD $ NOT WATER NEATER „ �� N_ _ - - w IS DP. PC. FNDN. _ FJ; TECO'D C>< m ON I^I�1LL5 CEILING I I I i I� o ~ TO BEAR ON w `" ' -" - �-, `�� LL - 748# NEW (2) 2XI2 _ 3 ENTIRE GARAGE 0 . I z cv Q X „ c z ' _ D tj UNDISTURBED SOIL N - > TL = 123MI� ML + (2) �X � 7 � Q cw W �- ��I II' STL, FLITCH; LL = 3,8371 7# I i� PROPOSED GAS RISER DIAGRAM - U- z LL = 2,100# FLUSH; TECO'D TL = 6,345# II I SCALE:NTS ; N Q LL = 3,720# z TL = 3 57T# MASONRY CONTRACTOR I >, m TL = 6 440# I— — — — - o I TO V.I.F. EXACT MASONRY 5/8" I,D, HEX NUT W/ W I- �; ~ NEW I I I - PROP, DIRECT OPENINGS FROM PASSAGE 5/8" 0 BOLT+ 1/16" (FOR SIZE OF LOCK WASHER- TYP, z cy J; TECO'D d .: �, - - - - 0 DOOR 4 GARAGE DOOR �? LL = 9309 f- O - - - - +1 VENT HOLE �' MANUFACTURERS SIZE " I � _ `�`� � o � � �� ECN, �,• ",T , 1= 5/8 0 ANCHOR BOLT TL = 1426# E- ( TL = 142(A - PROP, PC. o z � I REQUIREMENTS PRIOR TO �, ��I I I I DEPRESSION SETTINGS FORMS 4 W4# 30�_' W ' T T 4,228# 15' 6" �i ° I POURING CONCRETE BEARING PLATE --- ----- X = 3 � 3 -- I 1 1 9 rG /i -- -- ---------------- -- N 3 z Z oc --- --------- - IN 3 `L .o . ° o O. p . . ° 3'_IO --- ------------ ---------� I o. p :I p. O II (2) 2X6 ACO SILL G _ ------------------= -----------------�� --- -------------- _ 12 TH PC FNDN, ( PSI = __ r � `� �1 � PLATE •Lo o. 4 O 4 'O ' NEW N 3000 �^ _ CONC. FOUNDATION 3 -- --- ' ------------------ - MIN.) W/ 24'X 12'017. FTG. TO BEAR ON `� NEW 10'TH PC FNDN. WALL (3000 PSI- � G NEW IO"TH PC. FNDN. WALL UNDISTURBED 501L MIN, 36' BELOW ADJ, _ o o ° WALL MIN.) W/ 20'X 10'DP. FTG. TO BEAR ON 3 (3000 PSI MIN.) TO BEAR ON PROVIDE (1) LAYER GRADE; ° �-CORNER STUD UNDISTURBED SOIL MIN. 36' BELOW ADJ. UNDISTURBED SOIL MIN. 36' 3' °° ° °op ° ° 8" EMBEDMENT TN, GWB TYPE-X CONNECTED TO GRADE; CONC, PARGE COAT ABV. GRADE BELOW ADJ. GRADE; CONC. ONE I HR FIRE-RATED - (2) #5 REBAR HORIZ, CONT. IN o TRANSFER SHEAR TROWELLED 40 MIL. (IMM) POLYMER- PARGE COAT ABV, GRADE ON WALLS 4 CEILING UPPER 12' OF PC. WALL %4, LBPS 1/2 MODIFIED ASPHALT WATERPROOFING _ _ _ _ _ _ _ _ _ _ A TNRU-OUT 2-1W COMMON BELOW GRADE AS PER SEC. R406.2 OF \ 5 - STIRRUPS (TYP.) NAIL AT 6" O.C. THE 2010 RES. CODE OF NYS. - - - - - - - - - (1) 97 REBAR VERT. @ 36' O.C. NCNOR BOLT + SEARING PLATE DETAIL - - - - - - - - - - SCALE:NTS 51MP50N 5TRONG-TIE 16'-0" 16'-0" - (2) 45 REBAR NORIZ. CONT, IN HOLDOWN It TENSION 48' 0" LOWER 12 OF PC, WALL \ TIE A. NDU5-5DS2.5 EMERGENGY E50APE $ RE50UE #14 GA. (14-SDS y" X NEW CONC, PARGE COAT ABV. GRADE B TROWELLED 40 MIL. (IMM) POLYMER- '� 2�" SCREWED To MIN. UNEXCAVATED MODIFIED ASPHALT WATERPROOFING OP�NINC�S DBL. STUD) (8" 0 ALL 6 NEW 4"TH PC SLAB W/ 6XG WI.4x1.4 OVER 4)12"0 TNRU BOLTS THREAD ROD FROM 2ND 6 MIL. POLYETHYLENE VAPOR BARRIER ON BELOW GRADE AS PER SEC. R406.2 OF (PER SEG. 8310 OF THE-2010 RESIDENTIAL CODE OF NYS) / FLR. TO IST FLR. 4' GRAVEL BED 4 COMPACTED SOIL WELL- THE 2010 RES. CODE OF NYS. CORNER POST BELOW) TAMPED IN 12" LAYERS - EMERGENGY ESCAPE 8 RESCUE OPENINGS SHALL OPEN & CORNER, END WALL, It POST DIRECTLY INTO A PUBLIC WAY, OR OPEN TO A YARD OR COURT 2 )14\ THRUBOLTS HOLDOWN FROM FLOOR TO TYPICAL OF EACH RIGHT THAT OPENS TO A PUBLIC WAY. ANGLE ALONG PERIPHERY OF r .I - WHERE EMERGENGY ESCAPE 4 RESCUE OPENINC75 ARE NEW 3�"0 FLOOR (TYP.) IST FLOOR TO 2ND FLOOR „ LALLY COLUMN FOUNDATION PLAN � � PROVIDED THERE WILL BEA 44 MAX HT. TO SILL ABOVE THE 011x30`xl8"d P� FOOTING �INC / 1 FLOOR. 3000 si MIN. , 3 #5 � CORNER STUD -- " I " REBARS @ 12"O.C. IN 2 %"� % CONNECTED TO SCALE: 1/4 = 1 -0 �/-5EE DETAIL 'F' EA. DIRECTION TNRU BOLTS TRANSFER SHEAR i - ALL EMERGENGY ESCAPE # RESCUE OPIENINCG5 SHALL HAVE A MIN. NET CLEAR OPENING AREA OF 5.15F. 2-16d COMMON • TYPICAL O EACH RIGHTRol - ALL EMERGENCY ESCAPE 8 RESCUE OPIENINC75 SHALL HAVE NAIL AT 6" O.C. � ANGLE ALONG PERIPHERY OF 'FOUNDATION TO I5T FLOOR" r MIN. NET CLEAR OPENING HEIGHT OF 24 INCHES. SIMPSON STRONG-TIE HOLDOWN 8 TENSION _/-SEE DETAIL 'G' - ALL EMERGENCY ESCAPE # RESCUE OPIENING5 SHALL HAVE TIE NDU5-SDS2.5 #14 A MIN. NET CLEAR OPENING WIDTH OF�0 IINCHE5. w GA. (14-5D5 Y4` X 2 Y2" 5811 ANCHOR BOLTS SCREWED TO MIN. DBL. w_. k MIN. 5Y21' EMBEDMENT %' \ STUD) (%11 0 ATR. REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL PRANIN65: MUNICIPALITY AMENDMENTS: SHEET TITLE CUSTOM HOME SET IN ACRYLIC TIE ADHESIVE ANCHOR BOLT MIN. 5 2 # DATE: BY: # DATE: BY: # DATE: BY: Q� v� Ilu FOUNDATION PLAN EMBEDMENT SET IN 1 12.31.14 START OF PRELIMS N.N. I .tY_"w ,4 1 PROJECT NAME L2 STEEL LALLY COLUMN CONNECTORS ACRYLIC TIE ADHESIVE) 2 2 2 a LALLY COLUMN CAPS AND BASES TO BE ENGINEERED NAOUM RESIDENCE ", r., 511 BITTERSWEET LN.; CUTCH06UE; NY; 11855 TO RESIST AN UPLIFT O 8000 JE PER CONNECTION — THIS DETAIL IS THEREFORE SUBJECT TO CHANGE 3 3 3 G CORNER HOLDOWN TO FOUNDATION d - �~ 4 4 4 OYSTER BAY DRf��TING SHEET NO. 5 5 5 ` �,y.VJ Ate _41 ,. „ �a AND ARGHITEGTURE P.G. DATE: 01/,2015 y.;, s SCALE. AS NOTED OF W 6 6 ( �. d 9 o a 65 EST MAIN STREET OYSTER BAY, N.Y. 11771 -S -`` �° (51(b) 122-5176 (FAX) 922-6235 BY: N.N. Q� 7 7 7 WEB: WWW.OY5TERBAYDRAFTIN6.00M EMAIL: ARCHITECT#OY5TERBAYDRAFTIN6.00M �oB NO: 14205 Q / NEW 4" PLY, i NEW 4' PLY. 5MOKE ALARM 4 GENERAL CGLAZ I NG: GENERAL BATH NOTE: 5TA I ROA5E REW I REMENT5: WALL LEGEND WD, 5UB-FLOOR _ WD, SUB-FLOOR CARBON MONOXIDE L I&HT I NG (PER SEG. 8308.1 OF THE-2010 (PER SEG. 8311 OF THE-2010 RESIDENTIAL CODE OF NYS) (USE ONLY WALLS THAT ARE APPLICABLE 70 PROJECT) NEW 2X12 FJ @ NEW 2X12 FJ @ 16' OALARM NOTE5: NOTE; RESIDENTIAL GODS OF NYS) REQ'D 1. CAP/RE-ROUTE NEW FIXTURES/FIXTURE LINES S - MIN. 36" CLEARANCES (INCLUDING FOR LANDINGS; LANDING FACES 16' O,C,; TECO'D - - ,C,; TECO'D 1�t I`t IXISTINC WALLS TO REMAIN (PER THE 2010 RESIDENTIAL GORE OF NYS) ALL GLAZING INSTALLED IN LOCATIONS AS 5HOWN. MUST ADDITIONALLY BE AS WIDE AS STAIRCASE BEING "SERVED" IF CONTRACTOR TO HAZARDOUS LOCATIONS AS SUCH IS GREATER THAN 56") COORDINATE ALL DEFINED IN SECTION 8308.4 PROVIDE GFI OUTLETS) IN —NEW (2) I'X II' - NEW (2) s"X II' - - - - - - IXISTING WALLS 70 BE REMOVED - SMOKE ALARMS AS 5HOWN ON THESE LIGHTING SHALL BE PROVIDED WITH LOCATIONS AS SHOWN (TO BE - MIN. 01" TREAD DEPTH (NO DIFFERENTIAL GREATER THAN 3/8" 5TL. FLITCH + ----- 5TL, FLITCH + PLANS SHALL BE INTERWIRED/ REQUIREMENTS (2) 2X12 ML (EA, MANUFACTURERS OR VERIFIED BY OWNER). COORDINATE BETWEEN ANY TREADS) (2) 2X12 ML (EA. INTERCONNECTED BETWEEN THE BASEMENT, IST WITH OWNER. NEW EXTERIOR WALL: SIDE OF FLITCH); SIDE OF FLITCH); FLOOR $ 2ND FLOOR 1N SUCH A MANNER PROVIDE INSTALLERS LABEL, CEILING RECESSED LIGHTING, WALL ' THAT THE ACTUATION OF ONE ALARM WILL ARTIFICIAL DESIGNATING THE TYPE $ MOUNTED VANITY LIGHTING $ CEILING - MAX. 8-1/4" RISER HEIGHT (NO DIFFERENTIAL GREATER THAN 3/8" EXTERIOR FINISH AS PER ELEVATION ON TYVEK FLUSH; TECO'D FLUSH; TECO'D BLDG, PAPER, OR 15LB. BUILD, PAPER OR 0- FLITCH PLATE TO @ - FLITCH PLATE TO ACTIVATE ALL OF THE ALARMS IN THE ILLUMINATION THICKNESS Z GLASS $ THE EXHAUST VENT REQUIREMENTS W/ BETWEEN ANY RISERS) FLOOR JOIST CONNECTION FLOOR JOIST CONNECTION INDIVDUAL UNIT. THE THE ALARM SHALL BE SOURCES (MIN. SAFETY GLAZING STANDARD OWNER (ALL FIXTURES SHALL BE U.L. ® EQUAL, ON n/2 PLYWD, SHEATHING, ON 2x4 WD WITH WHICH IT COMPLIES, WHICH STUDS @ I6 OC W/ R-15 BATT INSULATION W/ AVG. ILLUMINATION: LISTED $ SUITABLE FOR BATHROOM CLEARLY AUDIBLE IN ALL BEDROOMS OVER IS VISIBLE IN THE FINAL - NO VERTICAL OPENINGS IN RISERS (I.E. SPACES) GREATER THAN 4" VAPOR BARRIER 4 I/2' GWB ON INTERIOR SIDE BACKGROUND NOISE LEVELS W/ ALL 6FC) WITH WALL LOCATIONS). OR (2x6 WD STUDS @ 16" OC W/ R-21 BATT INTERVENING DOORS CLOSED. ONE SWITCHES IN ALL INSTALLATION. LABELS SHALL - MAX. 4"oc SPACING BETWEEN BALUSTERS; MIN. 34" TO MAX. 55" HT INSULATION) CENTRALIZED ALARM HORN FOR ALL SMOKE HALLWAYS, BE ACID ETCHED, 3, PROVIDE CEMENTITUOU5 HANDRAIL SANDBLASTED, 'WONDERBOARD TILE BAGKERBOARD NEW EXTERIOR WALL" NEW DETECTORS IS NALK-IN L05ET5. CERAMIC-FIRED, EMBOSSED OR 1/2" "CGREENBOARD" GWB; - MIN. 6'-8" VERTICAL HEADROOM CLEARANCE THROUGHOUT NEW BRICK VENEER AS PER OWNER I" STOOP - $ CELLAR MARK, OR SHALL BE OFA ( )� NEW 4"TH PC SLAB W/ 6X6 W1.4z1.4 OVER - CARBON MONOXIDE ALARMS AS SHOWN ON SPACES. REFER CONTINGENT UPON OWNER FINAL FINISH AIRSPACE, 15 LB. BLDG. PAPER/TYVEK OR TYPE WHICH ONCE APPLIED 6 MIL. POLYETHYLENE VAPOR BARRIER ON THESE PLANS SHALL BE INTERWIRED/ REQUIREMENTS, COORD. W/ OWNER. - DOUBLE FRAMING ALL-AROUND EQUAL ON 1/2' PLYWD, SHEATHING ON 2x4 WD, TO "ELECTRICAL , , 4" GRAVEL BED 4 COMPACTED SOIL WELL- INTERCONNECTED BETWEEN THE BASEMENT, IST CANNOT BE REMOVED WITHOUT NOTES SECTION STUDS @ 16 OC W/ R-15 BATT INSUL, VAPOR TAMPED IN 12' LAYERS BEING DESTROYED. NO 4. ALL NEW FINISHES SURFACES, � " B FLOOR $ 2ND FLOOR IN SUCH A MANNER ON SHEET N-I FOR � - CONTRACTOR SHALL V.I.F. ALL RISER/ TREAD DIMENSIONS $ ,,•,,,,,,,,,,;,,,,, _ BARKER � I/2 GWB ON INTERIOR SIDE, AFFIDAVIT LETTERS WILL BE ACCE55ORIE5$ REQ'TS TO BE TOTAL RISER QUANTITY AT START OF "LIGHT CONSTRUCTION" $ ® � CONTRACTOR TO PROVIDE WEEP HOLES @ 2'-0" 6 THAT THE ACTUATION OF ONE ALARM WILL ADDITIONAL ACCEPTED FOR HAZARDOUS 14'-0" WILL ACTIVATE ALL OF THE ALARMS IN THE ELECTRICAL COORDINATED BETWEEN CONTRACTOR PRIOR TO FABRICATION; COORDINATE ALL INFORMATION/ DESIGN O.C_ PROVIDE GALVANIZED WALL TIES TO INDIVDUAL UNIT, REQUIREMENTS GLAZING AS PER RGNYS. $ OWNER. APPROVALS WITH OWNER ANCHOR BRICK, DUROWALL REINFORCED @ 16" O.C. VERTICALLY, EXPANSION JOINTS @ 30'-0" NEW 36'HT. WD, HANDRAIL; PROVIDE (1) LAYER O,C, VERTICALLY (MAX.) 4 AT INTERSECTIONS, �4' O.C. MAX SPACING BETWEEN CONTRACTOR TO PROVIDE NEW — B %'TH. GWB TYPE-X ATTIC PULL DN, LADDER CONTRACTOR TO PROVIDE NEW _ NEW INTERIOR PARTITIONS" °C BALUSTERS ALL RAILINGS TO A` GREENBOARD/ OR GEMENT BOARD ONE (1) HR RATER GREENBOARD/ OR GEMENT BOARD AROUND BATHTUB/ SHOWER WALL DBL, CJ FRAMING ALL � NEW 2x4 WD STUDS @ 16" OC W/ I/2" GWB ON COMPLY W/ NY5 BUILDING CODE 5 AS PER NY5 BLDG. GODS 83 ALL (o ON FLS' WALLS 4 AROUND; V,I,F, LOCATION 5 AROUND BATHTUB/ SHOWER WALL � EACH 51DE F CEILING W/ OWNER AS PER NYS BLDG. CODE R30-1_2 rF 2'-4" 9'-8" 3'-0" 3 4'-6" 7'-011 9'-10" 5'-4' 7'- " 1'-4- NEW 4' 2'-7" NEW BEARING WALL" -� PROP. (2 FWT6011 - - - TROFyp} 0, - - - - -p)�p DpZ1 , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® NEW 2x4 WD STUDS @16' CCW/ I/2" GWB ON / PROP. WSL312 PROP. WN602 PROP WSL3168 �DI_124310 - � ( ,• ,•„•,, EGRESS „r•, ,, EG ESS „• ,•„ „•„ PROP DN24310 EACH SIDE PROVIDE SOLID FULL WIDTH „ ,• ,, ,,,,, PRO 2 WDN 4310 •• „+„ , PROP. DN24 I „ ` 5 `PROP. DN2431 „ PROP. PROP. DN24310 ,,,,, • vs, •rrrY,Yy,'vvi`vv'•v,-Yvr v vr,' ',', vv`v, `V MO Iv,' vvvvv vti�zrry rvvr' vvr i rrvr :rtinr„', 'd,r,•,, rv. ;,;; ,r, IN N A NEW -� vr',rrvYvvrvY'rv'v�,,, ,r v„ vv;'vv�Yv v,rrr rvv ,,vv rvvvJtivdvrvvvv, vvvv vvrvvvy vvv�v BLOCKING UNDER ALL E BEARING PARTITIONS wF N ML(CONT <� o N 12 / O 15'-4" ) '-4"= 5'-0'I 1 I 6'-2' O I ,-8" a _ / \ NEW 2X12 NEW 2 2X10 NEW 2 1X E X 0 p ' u I 1210 II 21_ II �I I �L, - 1 \ I \ �ti� 2-o N 1 — 1 �— — I I P 2111 / I _ NEW FIRE-RATED WALL: CV N 3 ^ •\ ,\ \ \ I, 1 - I ;r \ % o\�� _ c.i "• " - / I .� NEW 2x4 WD STUDS @ 16" OC W/ ONE LAYER 'En3 •` \ w ^.' \ I `„ 's_ °- o NE MIN N o 0 0 KEN I ©T" 5/8' TYPE "X' GWB ON EACH SIDE ONE-HOUR CL: ri N = NEW 2X8 R ��PROP, PROPANE t PROP. GAS ® I II �� I Z 3 ~ NEW NII W m _c FIRE RATING IT NEN O 5-o Wcz 1 I LAU DRY ASTER I ) _- I'• 1 25' -- iI RANG N1- '-'-' o i- z -� i @ 16' C. w/ ; — \ ' — FiREPLACE;w/ Z \ °` o = N BATH I I I- N ° �i BATH R-30c BA - IS HT, HEARTH QQ - .� NE „ - I NEW LOW-WALL o wI I I 1 \ NEW Z o°Gc Z I ( / 1 I 4-6 `� EW 2X12 CJ @ ' v, INSUL -� �I - I — — v _ ` I n u U- 'LL- \ 0 J \ -'ll �1 �I NI 1 31 . `T - _ (n (9i F- N 0 N Ems-- 5'-4" 6 'I'__ 6 I \ I N W 1 I I -, " �I c� i D RM. #4 �lEW w ; W/ R-38 BA �� N �- w v x W x X z v'J� I NEW 2x4 WD STUDS @ I6 OC W/ I/2 GWB ON f.1 c� �„ z I 3 a e c� = c� - 1 N I/ \1 m04 INSULTd TECO' TL = 822# LL = 536# 'h EACH SIDE, WIDTH 4 HEIGHT TO VARY - SEE J ,� v � \ NEW N o �I1 �I CN �„ N o _ r' �, N \\<`1y N SD W c� W �; - - PLANS I 31 31 ` Z `I L I V I N R�1. z " 11 `-I 1 �h .�� 3 °C yF� = NEW Q �' �,� NE 2 2X8 LL = 2 3# --------- 10034 NEW FOUNDATION WALL% 1 1,I w —,3 - NEW 36 HT. WD. LL - , 1 3 3 z 1 1 I LL7T27,%7# �/ "� N URN. w NEW O NEW I TL = 327# , _ z z w \ LL 2 259# HANDRAIL; 4" O.C. TL = ( 503# z 1I z z _L = 3 396# I \6~! z 41_21 p Q11 11_511 18n _0u �� 1 411 / n LL = 68t# z TL = 3 416# I LL = 536# TL = 3295# \� F' �`` V U _ I,w I,C: , � NEW 8th PC FOUNDATION WALL TO BEAR ON MAX SPACING I I I NEW 1 ' \y W 2 EW I �— — ---i n IN I TL = 5,070# E O v = F� / - WIC I6 x8 PC FOOTING TO BEAR ON UND 5TURBED 21- 11 _- �1 TL PROP, DESK ,y _ -v o 11 BETWEEN 1 I I 1 TL = 822# i1i _ XI x NI _ LL = 10# Q = ��, _ - 4 BRICK LEDGE 1 \ �, \ LL = 2 38# � 1�, x I LL - 63# �• I LL = 2,8(°9# '� 1 O�, I n SOIL W/ BITUMINOUS WATERPROOF COATING ON o ; BALUSTERS PROP. GAS LL = 2 879# o ca cv ✓ } -PAN RY LL = 633# TL = 121# Q - 26# "' TL 4,285# 6o J LL = 326# f' N - �"1 _ m TL = 212# I-I- = 3,375# S� NEW TL = 27# "' TL = 523# IF NECESSARY EXTERIOR SIDE CONCRETE PARGE COAT ON X LL = 1076# TL - 3 165# ALL RAILINGS I I I - .-J = I _ - 111 n I \ I i 1 WALL OVEN TL = 4 312# 1 - I- - ___-- TL - 1 603# \ - - I^ TL 971# I EW 3 D L.. R.NEW 2X12 RR TL = 5,028# ® 7 !- --------------- ... `� - T - VISIBLE PORTION OF FOUNDATION WALL a 1 I \ 11 TO COMPLY o I - p SD i 6 - 3-0 zi`~6 LL - e76# y �NALL - r - I W/ NY5 ! I --- -- - - 11 1 __ wl 1"-_ z I @ 16" O.C. \ �' # u' \' ,1 r TL - 4,I -- -- -------- -- --- . I'-6" = - ®SD �* nD - I NEW FOUNDATION WALL LL 8,64 z BLDG, CODE T I JEW �2)\2X - TL NE 2 2X12-ML + �' II" T -�- EkI��XI� p o (2) 2X8{J NEW o NEW 2X14 RI E NEW 2 2X12 ML; �'1' /, / - p = NEW 12'th PC FOUNDATION WALL W/ 2 tt5 /.� _ _ - u � _�, I 1 III I I I I I - I ----- _. I, sc `� O - I 1 N ( — I 1 I O O v USH TECO D i' n — — 1, I I, u � — � i Ft#T>rH;-fLU% �E � i �o '1F Y' I N 5-5 �- CL. 15•-5 _ `v F W " ��y i / , Q_` �P�i I `n REBARS 2 FROM BOTTOM CLEARANCE TO BEAR LL = 648# m ;; _ z q_4 1 �- - - �NEW-2X+2 RIS -/ ON UNDISTURBED 501L W/ BITUMINOUS 9 PROP, 5114X EWT 2X LI — X S Q , \ F TL - 3,577# 1- ,� E 1 c� p TL = 935# C +v I 1 1 = i O,C, / i i I C 4 BRICK LEDGE I I � 8 NT PASS-TPR / 'M NEW 18 \ � - WATERPROOF COATING 4 CONCRETE PARGE COAT / - I /1 \. LL - 3 375# NES! 2 6' IF NECESSARY ON VISIBLE PORTION OF FOUNDATION WALL LL = 1213# ® ----- (o LL = 2 3# 6 r 1 n RISE DNI 1 1 1 1 I I I' i r X 6 LINE OF "3 I I 1 I ' \! 3-� (� = 2 238# I 4 NEW 3 DBL. DR. 4-2 _ i i i i i i i i TL = f,812# i $D j TL = 5,028tts, / / RILE 5 RJB 2ND FLK. ABV. z z - TL = 327# I > LL = 620# ® / LL = 325# NEW i "� i LL = 620# TL - 3 698# ____ ___ _ NEW (2) 2 8 / @ X 0 1 \ -------- - - - - _ - ' _ # I NEW 12 CJ @ 6'1 TL = 951# S� TL = f,973tt w l@ I i r Lam. _-- o _ ASTER / TL - 951# 5 n \ - LL 326 n N _ NEW ,, NEW (2) /s X III-, --,- - -- X�2 MC FJN v p W' R-38 BAT / NEW 5-6 _ 16 cl TL - 42# _= -- - -- i - LL = 3183 7# TL = 523# I = o ' _ �'� o 5TL. FLITCH + \ �„ `. ,< OL,_ ( 1 ---- - I CC CC 1 / NEW 36 NT. WD. CL. I �`� o :• il/ /3 ocD ,RI�I/ I ? LEGEND o FAMILY RM x `" � W`' - NEW 2 '2 8 TL = 6345# � ]NSU T,; TECO'D = � 3 Q � M � \ �- O 1 NEW I I �Q/ z Z HANDRAIL; 4 CIA W 3 BLD w (2) 2X 2 L (EA. . -- - --- Lu '� v - - S 57< C, \51DE OF FLITCH ; ___ _ _ - - `I - x / �- -- ------1�'. �� I C.T. COLLAR TIES '- ) ® N 3 a DR. DINING R('1. N o I 1 ��,/ c� f- MAX SPACING EW w2 41-lol' "o I- o ISI N _ / _ Q BETWEEN 11 oc c�1 N v IMA FLUSH;,TECOD \ \ SD -- -- � �J� / oc CIL, {_ I CARBON MONOXIDE �/ m _NEW / / \� / oc 3 0 Iw eta n N d, BALUSTERS o°Cc --'� o \°G v - = .': oc �1 ®�zaic ICMD DETECTORw =. \ o PROP. 5WX z I - I y x �? - - N "' o ® N :•: ��- o /� \ �.I`�. // r I R•R. ROOF RAFTER \ WI z s \, - --1 _.--- - � ALL RAILINGS N o -$E �,/ I� SD z �' _JI �- _ I s `' ` _ W oa NEW MD I I BHT PASS-TNRU _ I 1 �% 3 oc _ w J/ 3 - N 3 - -.tS v °c �� 31'�'.�c ,> �` _� 4 \ 1 1 / NEW N o Z TO COMPLY 3 -- --$$2- ��/ zl� W ft\ N - :. °G ocl ' X'm a, o '� �z � C.J. CEILING JOIST \ X :_ FOYER .`� p x - W/ NYS w `: �/ z �f '!'F N m of / �`" ; e ,� - \ i i' 1 i� I ®S SMOKE DETECTOR I 4'-0" ,- \ - o �n .9 z `� I �` w o v I - �" �/ \ / s p O.C. ON CENTER N 1 X m X BED R�1. - _ �i \ 3 3.% - - F CV 3 BLDG. CODE G ( 3 / / 1 I PROP, 5W X _ 3 0 15'-0" 15'-611 3 = "' j,J w cu. o NEW 2IX4 CT al i ^� CV \ \ 15-8 o w - / . \ z 1 oI z. "' i . 1 / iJ 'HT-PAS5=TNR 1 1 Q `� "' _X _ , NEW (2) @ I6 O,C. O "' ' ii\ -- _ W o W / 3 #3 z oc :. 3 i \ o ALUM. ALUMINUM FTG. FOOTING q-2 �. c� 6'-8" \ 41 211 — LL = 4 084# NEW 2 z; / /,, \ - _ LL - 4228# o Ii 3 z TL - 6,425# / \ I J- -7- Lu / - - n W DW DISNWASNER P.C. POURED CONCRETE TL = 6,631# zw C) / 15'-8" ' 2X12; FLUSH 1511 On 2X12; FLUSH \ $" 'z \ TL = 6 425#1 `� / I _ _ _ _ _ i cn EXIST. EXISTING QALY. GALVANIZED n, n, _ - - - -c—- _ - - - • ,`�/ � ( - d 1 I NEW 2X8 RR "'I NEW 2X8'RRTE �_ / N W ) 2X PJEW (2�2XI0 W 3 BL DR:: - w NEW 3 BL.. �R :: O O O O ; .,. J NEW 2 2X10 NEW 2 2 10 / / NEW 2X12 NEW 2 2X10 I P /NE!Nj��/2X10/ 2 -2X10 FF FINISHED FLOOR BM. BEAM / NEW NEW. - vrvvv✓dlv, rr ti 'vvvvi'`rvvv vvvvv tirvv _ vvvb, vti',vv �r vv,i iJY.Jvv„„ry " " v'v'v'r'`rvVr'vly vr�vvr'vvY✓hv'r'k' v v'v'v'vvivvv'v`,' . 1 >. .-cam �(2�y� 1 @ I6,O.C. // I @ 6 O.C.' _ f PROP. FWT3111 PROP, FWT3111 i 6 PROP. FNT3111 PROP. FWT3111 PROP. DH21052 PROP. DH21052 / NEW 2 10 ONT, _ PROP. DH21052 PROP. DH21052 FNDN. FOUNDATION DN DOWN ;. rF 2 I coNT. / IL _ _ PROP. DN21052 PROP. DN21052 � r �,, '.',.,,y'.• - ••ry�'ivr PROP. DH21052 PROP. DN21052 = - - - � � �)- - - - - � �� O X � I � ( � FWD FRENCH WOOD DOOR I II I Ti-II �r v�I� '1`r i%Y '� r''%v''„'','v Y x'i�^ I N �"%`v I II — "" I it PROP. (�) FWT311I 41411 7-0 4-6 PROP. DH21052 PROP. SP 06 j'ROP. VIDH21 52 4-6 7-0 4-6 DBL. DOUBLE 3 L _ _ PE55 1 _L( IES 2- _ - OP. FHSL1768 PROP. [WH3168 PROP. FWSL17 4'-6" 7'-0" 4'-6" 8'-0" 8'-0" 0 4'-6" 7'-0" 4'-6' 4'-6" 3'-6" '-6"\' 4'-6" L = 4,228# GWB GYPSUM WALL BOARD FRMG. FRAMING = 6,631# F 16'-0" 16' 0" 16'-0° HDR. HEADER T.V. TRUE VALLEY J FF 3 48' 0" INSUL. INSULATION V.L. VALLEY LEDGER 3 rE*34--) 3 A M.C. MEDICINE CABINET PLYWD. PLYWOOD 6 3 Z 5 6 NEW 2X12 CJ @ 16' O.C. W/ 5 -- W "' R-38 BATT INSULT,; TECO'D M.S. MARBLE SADDLE ML. MICROLAM oc -NEW 36"HT, WD. HANDRAIL; 4' O.C. MAX SPACING BETWEEN NEW 2X12 CJ @ 16" O,C, W/ 5 PROP, CEILING th. THICK STL. STEEL BALUSTERS ALL RAILINGS TO R-3B BATT INSULT,; TECO'D CATH, IN THIS AREA WD. WOOD 2'-8" 10'-8" 21-8" COMPLY W/ NYS BUILDING CODE NEW 2X8 CJ @ 16' O.C. W.I, CL, WALK-IN-CLOSET 16'-0" �. 16'-0" W/ R-38 BATT INSULT, - 48'-011 NEW (2) s/'X II" 5TL, VIF VERIFY IN FIELD NEW NOTE: ALL DOUBLE- FLITCH + (2) 2X12 ML HUNG WINDOWS TO SECOND FLOOR PLAN (EA, SIDE OF FLITCH); NEW 4"TN PC SLAB STOOP. BEWI.4xl•4 OVER BE COTTAGE ST`I'LE; FLUSH; TECO'D ALL N I NDOW5 W/ SILL 6 MIL. POLYETHYLENE VAPOR BARRIER ON CONTRACTOR TO SCALE: 1/4" = 11-0" IS OR LF-55 ABOVE 0—i IRST FLOOR R PLAN 4" GRAVEL BED 4 COMPACTED SOIL WELL- COORD. FINISHED FLOOR TO _ TAMPED IN 12" LAYERS SCALE: 1/411 = 1�-011 ANGLE AALONG L OF APER P ERY OF CH RIGHT HAVE TEMPERED "IST FLOOR TO 2ND FLOOR" SAFETY C7LA55 (V.I.E. NOTE: SPRINKLER HT. ABOVE FIN. FL.) TO BE INSTALLED / BY L I CENSER /-5EE DETAIL "F' PROVIDE 2X6 OAT5 IN PLUMBER IN 2ND ALL E�CTERIOR WALLS I, - ALL WINDOWS TO BE ANDERSEN OR APPROVED EQUAL, MINIMUM DP RATINGS AS PER DESIGN CRITERIA TABLE 6, - ALL WINDOWS 4 DOORS SHALL EITHER HAVE MANUALLY REMOVABLE STORM PANELS IN COMPLIANCE W/ A5TM E FLR. FURNACE RM.; TYPICAL OF EACH RIGHT CONTRACTOR TO ANGLE ALONG PERIPHERY OF LOCATED ON DE51GN STANDARDS SHEET, 1996 4 1886 AS MANDATED BY THE NEW YORK STATE RESIDENTIAL BUILDING CODE FOR IMPACT RESISTANCE IN I10MPH WIND ZONES, CONTRACTOR TO PROVIDE NECESSARY DOCUMENTATION ON COMPLIANCE TO THE BUILDING COORD. / FOUNDATION TO IST FLOOR PROVIDE (1) ROW OF (1) 2, - ALL EXTERIOR WALLS ARE CONSTRUCTED AS TYPE I SHEAR WALLS (I/2" PLYWD SHEATHING, W/ 8D COMMON DEPARTMENT, FOR GARAGE DOORS PROVIDE ACCORDION DOORS W/ TRACKS INLAYED FLUSH INTO CONCRETE NAILS @6'oc EDGE 4 12"oc FIELD AS SPECIFIED IN SECTION 3,4,4.2. IN THE AMERICAN FOREST 4 PAPER DRIVEWAY. -OR- 1/2'th PLYWOOD STRUCTURAL PANELS, SHALL BE PROVIDED FOR EACH WINDOW 4 DOOR OPENING �• • . j1-5EE DETAIL "G' 2X12 FJ BLOCKING UNDER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL, THEREFORE ALL CONTINUOUS EXTERIOR WALLS SHALL BE NOT EXCEEDING V-0" (IN THE SHORTEST DIRECTION) THE PLYWOOD SHALL EXTEND A MIN OF 6' BEYOND THE ALL WALL ON 2ND FLOOR CONSIDERED 5HEARWALL5 4 ARE IN EXCESS OF THAT REQUIRED BY THE CODE. ALL REQUIRED SHEARWALL ROUGH OPENING SIZES OF THE WINDOWS IN EACH DIRECTION 4 SHALL BE LABELED W/ THE CORRESPONDING SEGMENTS SHALL BE A MINIMUM OF 28' WIDE FOR 8'-0" NIGH ]WALLS, 31" FOR 9'-0' NIGH, 35" FOR 10'-0" HIGH, 4 WINDOW LOCATION. THE PLYWOOD 514ALL BE STACKED TOGETHER IN AN ACCE551BLE LOCATION, 4 SHALL BE " IP-O' N EXTERIOR WALLS AS PER THE REQUIRED MSPECT RATION OF SNEARWALL SEGMENTS. ACCOMPANIED BY ENOUGH 2-I/2" tt8 WOOD SCREWS TO FASTEN EACH PANEL, SCREWS TO BE A MAXIMUM OF 12'oc REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE 38 FOR II 0 NIG EXTE 0A CUSTOM HOME AROUND PERIPHERY OF PANELS. WHEN FASTENING TO MA50NRY WALLS, VIBRATION-RESISTANT ANCHORS SHALL 1 DATE: BY: # DATE: BY: # DATE: BY: I 12.31.14 START OF PRELIMS N.N. I I ��,� � • �' Il� IId IST � 21�D ;=LOOK PLAN 3, - ALL UPLIFT CONNECTORS 4 NAILING SHALL BE IN ACCORDANCE W/ SHEET 3 OF 9, ALL LOAD PATHS SHALL BE BE U5ED(MIN 4901b5 WITHDRAWAL CAPACITY), ALL OF THE AFOREMENTIONED HURRICANE PROTECTION SHALL BE ANc` A,, a d PROJECT NAME � �, - K NAOUM RESIDENCE AT EVERY EXTERIOR WALL STUD FROM FOUNDATION TO RIDGE. THE SOLE RESPONSIBILITY OF THE NOME OWNER TO INSTALL, AS SPECIFIED, IN THE EVENT OF HIGH WINDS, 2 2 2 GUTGHOGUE 3 �` N1_. �Y • NY; 1135 3�7 BITTERSWEET LN.; , 4, - ALL NEW FIREPLACES, UNLESS OTHERWISE NOTED, SHALL BE CONSTRUCTED IN FIELD AS PER CHAPTER 10 OF 1, - ALL RAILINGS 4 GUARD RAILS SHALL BE BETWEEN 36" 4 38" IN HEIGHT, ALL HANDRAILS SHALL BE IN 4 4 4 • • OYSTER BAY DRAFTING SHEET No. THE RCNYS. ALL NEW FIREPLACES ARE TO BE PROVIDED W/ ASH DUMPS 4 FRE AIR INTAKES. ACCORDANCE W/ 8315,2 4 NO OPENINGS SHALL BE PRESENT IN SAID GUARDS THAT ALLOW THE PASSAGE OF A 4" d da AND ARCHITECTURE, P.�i. DATE: 012015 a� 5 5 5 d ;,,,, :.,, SPHERE, UNLESS IT 15 THE TRIANGULAR OPENING FORMED BY THE RI5ER TREAD 4 BOTTOM RAIL - WHERE A `' ",, 5, ALL SKYLIGHTS TO BE CONSTRUCTED W/ LAMINATED GLA55" NO RETAINING SCREEN REQUIRED, PROVIDE (3) SPHERE 6" IN 0 MAY NOT PASS THROUGH, �� ,v'v � 68 WEST MAIN STREET OYSTER BAY, N.Y. 11771 SCALE: AS NOTED OF 1lt �° E (516) 122-5176 (FAX) 122-6235 BY: N.N. Q I"0 VENT HOLES AROUND SKYLIGHT, 7 1 -7 WEB: vim.OYSTERBAYDRAFTIN6.GOM EMAIL: ARCHITECT®OY5TERSAYDRAFTIN6.GOM .,OB NO: 14205 Q� Z PNAP/l /51GN` TIC/////t' �GEOG CR R ifE ,lA'//// ALL CONNECTION %,,iEF�RENC 'ST"/NDARDS'RE FRovirn= (I) ROW OF (I) SIMPSON STRONG- PREFORMED DETAILS TIE HIGH HIND- RIDGE VENT _2X12 FJ BLOOKIN6 ,UNPER DESIGNED FOR ALL INFORMATION i SPECIFICATIONS SHOWN WITHING THESE DOCUMENTS REFLECTS SEISMIC SUBJECT TO DAMAGE FROM WINTER DESIGN ICE SHIELD RESISTANT STUD ALL WALL ON 2ND FLOOR NORMAL BUILDING PRACTICES i REFERENCES THE FOLLOWING PUBLICATIONS - GROUND WIND SPEED DE51GN I DRY BULB UNDERLATNENT FLOOD AIR FREEZING TO RIM JOIST C520 SCREEN WORST CASE SNOW LOAD CATEGORY WEATHERING FR05T LINE TERMITE DECAY TEMPERATURE REQV HAZARDS INDEX #20 GA. (12-10D X SOLDERED 50ENAR I a; BUILDING CODE OF NEW YORK STATE 2010ed DAMAGE DEPTH DAMAGE DAMAGE I Y2` TOTAL NAILED MODERATE SLIGHT TO TO STUD $ RIM) HOLE @ PROVIDE 2X(o 0ATS, IN •CONTRACTOR RESIDENTIAL CODE OF NEW YORK STATE 2010ed 20 lbs/54t 120 mph B SEVERE 36' 111 REQ.D' NO 452 • FIRE CODE OF NEW YORK STATE 2010ed TO HEAVY MODERATE. 611 O.C. ALL EXTEP-10F_ WALLS SHALL ALERT Y4` PLYWD. ARCH I TELT I F AMERICAN FOREST 4 PAPER ASSOCIATION WOOD FRAME TABLE2.2A UPLIFT CONNECTION LOADS FROM WIND SUBFLOOR CONSTRUCTION MANUAL FOR ONE 4 TWO FAMILY DWELLINGS 2001ed ROOF CILG, ASSEMBLY DESIGN 00 lz SUBSTITUTIONS ENERGY CODE 2010 OF NEW YORK STATE FOR SUFFOLK COUNTRY DEAD LOAD ROOF SPAN UNIT CONNECTION LOADS (MAX.) (PLF,,) 0 BOTTOM HALL ARE I NTENPED 10 W. 36 337 PLATE —SHINGLES ALL CHANGES 'NOT CONTRACTOR"N T R A Co TO R' N 0 1 T: 'N MUST MEET THE FRAMING\ RIM JOIST CLEAT @ .......... \/ERIF),' ALL PITCH -2001 NFOM 12 OC 1, -AS SPECIFIED WITHIN THESE DOCUMENTS, ALL EXTERIOR WALLS WILL BE HEADERS OVER V-0' IN LENGTH AS WELL AS ANY HEADERS WITH BEAMS, GIRDERS, OR SIMPSON STRONG- RIDGE VENT DETAIL MANUAL AN6LE5 PRIOR CONSTRUCTED AS TYPE I SHEAR WALLS A DEFINED BY THE AMERICAN FOREST AND POSTS BEARING ON THEM, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT 00 COMMENCEMENT OF PAPER A550C, WOOD FRAME CONSTRUCTION MANUAL SECTION 3.4.4.2., TO DETERMINE THE APPROPRIATE 51ZE AND STRENGTH o 2. -ALL LOAD BEARING LUMBER SMALL BE OF DESIGN TIMBER STRESS - FB + 8501 18, -STUDS TO ALIGN WITH ROOF RAFTERS WHEREVER POSSIBLE, RESISTANT MUD51LL DOUGLAS FIR LARCH NO. 2, 19. -2X6 COLLAR TIES TO BE PROVIDED AT EVERY ROOF RAFTER WHEN CEILING JOISTS DO TIE HIGH HIND- 0 0 (A;R2 NEW 2x14 RIDGE NORK, AN E=116001000 P.5.1.1 0 0 c TO RIM JOIST DSP W1 RIDGE VENT D150REPANC%r WITH 3, -ALL SHEATHING AND SUB-FLOORING TO BE STRUCTURAL GRADE PLYWOOD, 20, -PROVIDE (3) 11"0 VENT HOLES AROUND SKYLIGHTS. #18 GA, (6-10D X AN&LE5, CONTRACTOR THICKNESSES OF EXTERIOR SHEATHING TO BE 112' MIN AND 3/4' MIN FOR 21. -INSTALL SHIMS TO PROVIDE ROOF PITCH UNDER SHEATHING AND PERPENDICULAR TO I Y2" NAILED TO NEW 2X6 CT @ 16' O.C. SUB FLOORING, UNLESS OTHERWISE NOTED, THE ROOF JOISTS TO PROVIDE FOR ROOF VENTING IN FLAT ROOF AREAS. SILL) (8-10D X 1 Y2` RIDGE— MUST PROVIDE THE 4. -ALL EXTERIOR NAILING, IN EXPOSED EXTERIOR WOOD, SMALL BE ALUMINUM OR 22. -BEFORE FRAMING STAIR OPENINGS VERIFY MINIMUM HEAD HEIGHT CLEARANCES OF 4. NAILED TO RIM) GALVANIZED. 7' -OT ANGLE I N 5. -PROVIDE CRO55-BRIDGING OR SOLID BLOCKING @ 8'-0' O.C. MAXIMUM FLOORS, NEW 2X12' RR @ 16' O.C., V CORRE 23. -ALL RISERS TO BE A MAXIMUM OF & 114' AND ALL TREADS TO BE A MAXIMUM OF q" PLYWD. SHEATHING, 154 ROOF ORDER TO MATCH CEILINGS, AND ROOFING, IN DEPTH WITH A NOSING BETWEEN 3/4" AND 1 114" PROJECTION. RISERS AND TREADS (2) ACQ MUD SILL 12 12 NEW ASPHALT SHINGLES AS 6. -JOISTS SUPPORTING PARALLEL PARTITIONS, SPACED APART TO PERMIT THE PASSAGE SHALL NOT DEVIATE MORE THAN 3/8" THROUGHOUT THE ENTIRE RUN. MINIMUM WIDTH 411111 PER OWNER ELEVATIONS. VERIFY OF PIPING OR DUCT WORK, ARE TO BE BLOCKED AT MAXIMUM 16" INTERVALS ON OF STAIRS TO BE 36', ' / ALL FIELD CONDITIONS BEARING PARTITIONS AND 32' INTERVALS ON NON BEARING PARTITIONS. 24, -ALL HINDERS AND SPIRAL STAIRS TO COMPLY WITH THE NEW YORK STATE FOUNDATION WALL 7, -PROVIDE FIRE STOPPING AS REQUIRED IN COMPLIANCE WITH THE FIRE CODE OF NEW RESIDENTIAL BUILDING CODE, PRIOR TO YORK STATE, 25. -ALL HANDRAILS AND GUARDRAILS SHALL BE 36' HIGH AND MUST BE PROVIDE AROUND FLOOR JOIST NEW 2XI2 RJ @ 16' O.C.; = r CONSTRUCTION. 8. -PROVIDE DOUBLE J015TS OR FULL WIDTH SOLID BLOCKING UNDER ALL POSTS, ALL SURFACES WHICH ARE 18" OR HIGHER THAN ADJACENT SURFACES, AND FOR ALL I PARTITIONS, AROUND ALL OPENINGS, SKYLIGHTS, BATHTUBS AND HEAVY APPLIANCES STEPS OF 2 RISERS OR GREATER, O- STRAPPING DETAIL @ FOUNDATION W/ R-38 BATT INSULT.; OR FIXTURES. 26, -TERMITE SHIELDS AND SILL SEALER TO BE PROVIDED FOR ALL NEW FOUNDATION F(2)k2"O CARRIAGE BOLT PROVIDE ICE 4 WATER SHIELD (TYPj NOTE: ALL 9. -MICROLAM BEAMS, DESIGNATED WITH AN '110 OR 'LVL' NOTATION, SHALL HAVE A WORK. TO FLOOR TO WALL CONDITIONS NEW 2XI2 RR @ 16' O,C., V8" PLYWD.-- 4 LOCKNUTS @ EA. END NEW Y4" PLY FROM THE FASCIA t WITHIN 2' HORIZ, MINIMUM WIDTH OF 13/4' PER MEMBER, WITH A MINIMUM FLEXURAL STRESS OF 2800 27. -NEW WORK SMALL TIE IN AND LAP INTO EXISTING 50 AS TO PREVENT LEAKAGE. (1) C520 (IMAX) VERTICAL STRAP SHEATHING, 154 ROOF FELT; R-38 IND, SUB-FL DISTANCE FROM THE INTERIOR SIDE MICORLAM'S (ML) ARE P51. 215. -ALL EXTERIOR OPENINGS SHALL BE PROPERLY FLASHED, BATT INSULATION W/ INSULATION OF THE EXT. WALL -21600 P51 4 1.-75 10. -DOUBLE BEAMS, OF STANDARD LUMBER, SHALL BE NAILED TOGETHER WITH 16D NAIL5 29, -USE WATERPROOF MEMBRANE FLASHING ALL OUTSIDE DOORS AND WINDOWS @ EA, STUD LOCATION + ADJ. (1) BAFFLES; ASPHALT SHINGLES AS @ VOC AROUND PERIMETER OF BEAM, PROVIDE MIN OF 2" CLEARANCE TO EDGES. 30. -FLASHING TO BE PROVIDED AT ALL ROOF PENETRATIONS, PIPES, VENTS, SKYLIGHTS, PER OWNER 1� TRIPLE BEAMS TO BE NAILED TOGETHER FROM BOTH SIDES, ALL OTHER BEAMS TO BE CHIMNEYS AND ROOF VENTILATORS. FLASHING TO BE PROVIDED AT HIPS, RIDGES, TOP PLATE — IiLl kV Q&_ W)DTH (UNLESS NOTED DSP (ZMAX) PLATE TIE ft THRU BOLTED WITH THE SAME PATTERN. VALLEYS, CHANGES OF ROOF SLOPE, GABLE ENDS AND TOP OF FOUNDATION WALLS. NEW 2X4 FAUX—j NEW CONT. ALUMINUM GUTTER OTHERY415E) HERE J015T HANGERS AND OTHER STEEL FRAME CARRIERS ARE INDICATED, ALL ROOF INTERSECTIONS TO HAVE FLASHING TO EXTEND 8" IN EACH DIRECTION, ALL CONTRACTOR TO PROVIDE AND UTILIZE THE PROPER SMOOTH SHANK AND/OR ANNULAR FLASHING TO BE ALUMIINUM UNLESS OTHERWISE NOTED, RR @ 16" O.C.- H/ (LEADERS NOT SHOWN; CONTRACTOR RING NAIL5 AS RECOMMEND BY THE HANGER MANUFACTURER TO INSURE THE 31. -ALL INTERIOR LEADERS ARE TO HAVE 1/2" FOAM SOUND INSULATION, 20go FLUSH R-35 BATT INSULT. TO COORD.) CONTRACTOR TO APPROPRIATE SHEAR AND WITHDRAWAL CAPACITY OF THE FASTENERS. 32. -INSULATION SHALL BE FIBERGLASS BATT5 -- FOIL ONE SIDE, UNLESS OTHERWISE MOUNTED NEW NEW 12. -PROVIDE A MIN OR 2" CLEARANCE AROUND FIRE PLACES FOR COMBUSTIBLE FRAMING NOTED, THICKNESS AS SHOWN ON DRAWINGS, STAPLE PADS ON FOIL OVER FRAMING, W—NGER5 FOR NEW (2) 2X5 ML 414 FIELD VERIFY EX15TIN& rJASTER MASTER NEW VENTED VINYL SOFFIT 13. -DOUBLE PLATES AND SILLS SMALL BE LAPPED AT A MIN OF 114 OF THE TOTAL JOISTS HN lign LOAD-BEARING/ LENGTH OF THE WALL, NOT PROVIDE A CONTINUOUS CONNECTION BETWEEN RAFTERS. OR HU 12go BATH BED RN. NEW \ "\\, '\ \ ", LOAD, TABLE5",.,, IN BL. 2X4 14. -PROVIDE 'CATS' AT ALL EXTERIOR AND BEARING WALLS AND ALL WALLS OVER 8 FEET WHEN HW 15 STUD 'WET WALL" STRUCTURAL HIGH, ALL STUD FRAMING HAVING AN UNSUPPORTED HEIGHT OF MORE THAN 10-01 15 NOT AVAILABLE) OON'MAOTOR TO PROVIDE Nr=Vi LIVE LOAD DEAD LOAD (BEY CONDITIONS/ JOIST TO HAVE STUD BRIDGING OR OTHERW15E BE BRACED IN AN APPROVED MANNER AT rn &REENBOARD/ OR GEMENT BOARD FOR DEL JOISTS INTERVALS NOT EXCEEDING V-0'. NO WALL STUDS MAY BE LONGER THAN ll'-2'. ROOFS 45 LBS PER SOFT 20 LBS PER SOFT NEW V PLY,T AROUND DATHT11113/ 5HONER WALL DIRECTIONS UPON W/O FLITCH WD. r \ A5 PER W5 BLDG. C.ODrz R50-7-2 15. -DOUBLE FULL STUDS TO BE 51STERED TO JACK STUDS AROUND OPENINGS IN UNCOVERED DECKS / BALCONIES 60LB5PER50FT 20LBSPERSOFT ELATE HHB OR UB-FLOOR START OF IILI(5HT" EXTERIOR WALLS AND BEARING PARTITIONS, ALL HEADERS UNDER 3'-0' TO HAVE HGILT Igo FOR 2ND F.F. SINGLE JACK STUDS, UNDER q FEET DOUBLE JACK STUDS q FEET AND OVER TO HAVE CEILINGS W/O ATTIC 10 LBS PER SOFT 15 LBS PER 5OFT %/ ALL OTHER NEW 2XI2 FJ @ 16' O.C. NEW 2XI2 FJ @ 16- O.C. WORK (REMOVAL OF TRIPLE JACK STUDS, CEILINGS WITH ATTIC 35LBS PER 50FT 15 L135 PER SOFT BEAMS WALL FIN15HE5/ 16. -ALL INTERIOR DOORS TO BE 1-3/8" HOLLOW CORE LUAN VENEERED WITH APPROPRIATE FLOORS 40 LBS PER SQFT 20 LBS PER SQFT HARDWARE, CONTRACTOR SHALL STIPULATE AN ALLOWANCE FOR ALL LOCK5ET5 STAIRS 40 LBS PER SOFT 20 LBS PER SOFT SUBSTRATES); ALERT 11. -ALL HEADERS NOT SHOWN ON PLANS TO BE A MIN OF (2) 2X8 FOR SPANS UP TO NEW WALLS TO BE, NEW 1) 2XI2 FJ GWB, ARCHITECT OF ANY 31-00, (2) 2XI0 FOR SPANS UP TO 61-01 V AND (2) 2XI2 FOR SPANS UP TO -0". RAILINGS 200 LAT AND VERT k2' BLOC IMG VAPOR BARRIER 2X6 WD. STUDS k DISCREPANCIES @ 16, O.C., k2' PLYWD. SHEATHING, \VfLITCH TL ATE, DETAIL\ \\\ , W/ R-21 INSULT, 159 BLDG. FELT BETWEEN APPROVED NEW 36'HT, WD. HANDRAIL;--- JOIST HANGER CONNECTIONS NFAI NEW NEW SIDING AS PER OWNER PLANS $ EX 15T. (2) BEAMS + (3) BEAMS + (4) BEAMS + (3) BEAMS + (4) BEAMS + 51STERING TO EXISTING --- DININUM. KITCHEN 4' O.C. MAX SPACING BETWEEN CONDITIONS STEEL PLATE STEEL PLATES STEEL PLATE (2) STEEL PLATES (2) STEEL PLATES WITH (2) PLATES BALUSTERS ALL RAILINGS TO i NEW '2X12 FJ @ 16' O.C.; W1 IMMEDIATELY PAD SIDE OF BEAM ---------------- �l -38 BATT INSULT,; IF REQUIRED TO COMPLY W/ NYS BUILDING CODE R LT.; TECO'D i J —NEW PLY. PROVIDE VALLEY I -z Ix WD. S 112"0 THRU BOLTS NEW 2X8 CJ @ 16' O,C, UB 7� x W/ R-35 BATT INSULT. '41 FLASH I N& @ ALL 15T Fl. A NS --NEW (2) 2XI0 STEPPED FLASH I NG \ VARIOUS CONDITIONS SHOWN r CONT, MDR, WOOD MEMBERS 1611 GRADE ALL NALL/ SLOPE (SEE PLANS FOR SIZES) IG110c 16110c 1010c GRADE 5TEELPLATE TO EQUAL W-BEAN (7�ft 18'); GOR-A-VENT FLASHING _0 NEW (2) 51&"X 11" 5TL.---/ cn 5 FJS TECO'D DEPTH OF ADJACENT BEAMS v \ _N� / '* NEW W I8X 50 5T1. ROOF INTERSECTIONS; w"w/om 1, \\N I rz K NEW NEW 0 ANCHOR BOLTS SET @ 36" AS REa'd (SEE PLANS FOR SIZES) FLITCH + (2) 2XI2 ML NEW —0 5 'ACO SILL PLATES W1 0 MECH. 0,C. W/ (2) 2X6 (EA, SIDE OF FLITCH); GARAGE 74: 1 > FLUSH; TECO'D PROVIDE LAYER TERMITE SHIELD 4 SILL SEALER cy- PROVIDE (1) NOTE: ALL TH. GWB TYPE-X NEW 10"TH PC FNDN. WALL (3000 P51 ELEVATION C) NEW LAYER VTH. GWB ONE (1) MR RATED ' ' TFASTENERS/ MIN.) W/ 20 X IODP, FTG, O BEAR ON TYPE ONE I MR BED RN. 42 5 ON WALLS 4 CEILING • FIRE-RATED ON UND15TURBED PAIRGE CONNECTORSU5ED INN0TC7HlNG ._ DRILLING `DET\AlL\\FDR\\ WOOD fRAME`MEMBERS\\\ �\\\Of WIRE GARAGEWALLS 4 CEILING GRADE; CONC. COAT ABV. GRADE CONNECTION N1 ACO iTflRul OUT1 TROWELLED AO MIL, (IMM) POLYMER- MODIFIED ASPHALT WATERPROOFING loo'O. SHALL BE SIMPSON BELOW GRADE AS PER SEC. R406.2 OF llzMAxll RATED ----- - THE 2010 RES, CODE OF NYS, 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN ol Ly __ C) 10 NO NOTCHES OR 0 NEW STEPPED FTG, TO NOT HAVE A CONTRACTOR TO HOLES PERMITTED' 1/3 DEPTH OF JOIST ------------------------------------------------------------------------ _< SLOPE EXCEEDING IdO (10% SLOPE); cl- ------------------------------------------------------------------ ----- COORDINATE FINAL I_n ONE VERT. UNIT (10- FTG. SHOWN) TO U- 0 LEADER/ GUTTER C) TEN HORIZ, UNITS (8'-4' MAX,),- FTG. rn CROSS SECT10k TO BE STEPPED A5 NECESSARY TO CHANGE THE SLOPE OF THE BOTTOM REWIREMENT5 4 ' 11 114 DEPTH OF JOIST SCALE: 114" SURFACE OF THE FTG. LOCATIONS ---- --- ------ PARTIAL SECTION D 1 -0NEW 4'th PC SLAB W1 6X6 W1,4111.41 STUD NI SCALE: 114" V-011 PROVIDE CONTINUOUS 6 MIL POILYETHYELENE VAPOR BARRIER. PROVIDE A MIN OF 2" SEPARATIONS < 1/6 DEPTH OF JOIST RIDGE VENTS FOR ALL Q QD i__ BETWEEN HOLES t NOTCHES FROM NOTCHES ARE NOT PERMITTED IN NEW ROOF RID(5E5 114 DEPTH OF STUD Lu EACHS MBOTHFLOOR JOIST ER 4 FROM THE ENDS OF THE SAME LOCATION AS HOLES MEER —SIMP50N STRONG- NOTCHES ARE NOT PERMITTED IN /- C) PROVIDE lr-,.r- 4 NATER --51MP50N STRONG- TIE HIGH HIND- THE SAME LOCATION AS HOLES SHIELD FROM FASCIA 1/3 OF SPAN 1/3 OF SPAN 1/3 OF SPAN X: TIE HIGH WIND- RESISTANT RIDGE 5/8' MIN K :::: STRAPPING C520 ------ --- 'I NO, NOTCHES OR RESISTANT COILED WITHIN 2' HORIZ. LA__ 20 #20 GA. < 2/5 DEPTH OF STUD ;HOLES PERMITTED;STRAP C5 #20 GA. (14-8D 1/3 DEPTH OF JOIST (14-BD TOTAL NAILED TOTAL NAILED ON DISTANCE FROM THE 5/8' MIN sn- Q) TO EA. END OF STRAP SIMP50N STRONG- RAFTER TO RAFTER INTERIOR SIDE OF THE I Lu LL_ ON STUDS TO RIM/ OR TIE SEISMIC 4 BENT ACROSS STUDS TO HEADER) HURRICANE TIE RIDGE) ONLY BEND EXT. WALL' TYP. FOR < 3/5 DEPTH OF STUD FOR DOUBLE STUDS ONLY -8D C) H2A #18 GA. (5 STRAP ONCE ALL NEW ROOFS LL SIMPSON STRONG- X I Y2` NAILED TO J PROVIDE A MIN OF 2' SEPARATION RAFTER/ TRUSS) BETWEEN HOLES t NOTCHES FROM TIE HIGH HIND- ol —PROVIDE ONE STUD EACH 10 ABOVE HEADER IN RESISTANT COILED (2-8D X I Y2" NAILED NOTE.- ALL LOAD MEMBERS OTHER i FROM THE ENDS OF 115 MI< 1/3 DEPTH OF J015T �? I LINE W/ ONE JACK STRAP C520 420 GA. TO PLATES) (5-13D PATHS FROM PROVIDE A MIN OF 2' 51EPARATION�—� iNOTCHES ARE NOT PERMITTED IN STUD BELOW (14-8D TOTAL NAILED X 1 Y2` NAILED TO 71 PLATE BETWEEN HOLES i NOTCHES FROM FOUNDATION TO ROOF 7. THE SAME LOCATION AS HOLES TO EA. END OF STRAP STUD) EACH OTHER t FROM THE ENDS OF ARE CONTINUOUS 4 AT RAFTER CEILING JOIST ON ALIGNED STUDS) MEMBERS RIDGE TENSION STRAPSEVERY WALL STUD EXTERIOR BEARING WALLS _j ONE STRAP PER RE\/ISICN5 TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENT5: 5HEET TITLE CUSTOM HOME JACK 5TUD FOR 3' # PATE: B'T': # DATE: 5,r: DATE: TO q' HEADERS DEL. Iln SECTION; DETAILS; NOTES JACK 5TUD5 FOR q' WHEN STUDS ARE 1 12.31.14 START OF PRELIMS N.N. I I PROJECT NAME NAOUIM RESIDENCE :140 — OR MORE TRIPLE ALIGNED USE .2 2 2 511 BITTERSWEET LN.; CUTCH0C7UE; NY; llq55 CONTINUOUS STRAPS CD, JACK 5TUD5 DRAFTING FROM STUD TO STUD 4441 OYSTER BAYNO 5HEET NO.1 1 DATE: 01/2015 AND ARr_.HITEr_,TURE, P.C. X ROOF RAFTER TO TOP PLATE t STUD LE: AS NOT WALL STUD TO AN JOIST �0) 5r-A 65 WEST MAIN STREET OYSTER BAY, N.Y. 11771 HEADER UPLIFT CONNECTION � I 41_ rx ,�, (516) 12:2-5876 (FAX) C122-6255 N.N. L__WEB: Nh[N.0Y5TER5AYPRAFTlNr7.(.0M EMAIL; ARCHlTErT@OYSTERBAYDRAFTINrl.GOM IJOE3 NO: 14205 1 NEW 2x14 RIDGE W/ RIDGE VENT NEW 2X6 CT @ 16' O,C. rA;R2 NEW 2x14 RIDGE A;R2 W/ RIDGE VENT NEW 2X12' RR @ 16' O.C. %" 5 5 PLYWD, SHEATHING, 154 ROOF NEW 2X6 CT @ I6° O.C. FELT ASPHALT SHINGLES AS RIDGE — — — — — — — — ♦ PER OWNER / NEW 2XI2' RR @ 16' O,C,, 5/' , NEW (2) 2X12 RJ (ON EA, PLYWD, SHEATHING, 159 ROOF 12 „ , 12 SIDE OF RR); W/ (2)y 0 12 12 FELT ASPHALT SHINGLES AS 811� ANCHOR BOLTS @ RR NEW 2X12 RR @ 16' O.C., r 8� Q8 PER OWNER � — � , CONTRACTOR TO PROVIDE NEW NEW i x12 RIDGE �� SHEATHING, 15# ROOF FE T; R-38 GREENBOARD/ OR GEMENT BOARD' PLYWD. RIDGE VENT NEW 2X12 RJ @ I6" O,C,; BATT INSULATION W/ INSULATION � � AROUND BATHTUB/ SHOWWBAFFLES; ASPHALT SHINGLES ASER ALL - —NEW 2X4 CT @ 16" O.C. W/ R-38 BATT INSULT,; PER OWNER AS PER NY5 BLDG. GORE R30"1� NEW 2X12 CJ @ I6" O.C�`9 " " ` W/ R-38 BATT INSULT.; i i NEW 2X10 RR @ 16 O,C., 58 (2) "m CARRIAGE BOLT PROVIDE ICE 4 WATER SHIELD TYP, NEW 2 2X12 ML RJ 4 LOCKNUTS @ EA, END // —FROM THE FASCIA d WITHIN 2' HORIZ) TECO'D PLYWD. SHEATHING 15tt ROOF ( ) (ON EA, FELT ASPHALT SHINGLES AS 51DE OF RR); W/ (2)k2" 0 DISTANCE FROM THE INTERIOR SIDE NEW %" PLY, ' +'--- NEW 4' PLY.—\ ANCHOR BOLT5 @ RR OF THE EXT. WALL 4 Q- PER OWNER NEW (2) / _ WD. SUB-FLOOR WD, SUB-FLOOR ) NEW CONT, ALUMINUM GUTTER ��--- 2X12; FLUSH It - PROVIDE ICE d WATER SHIELD (TYP.) i —, - - K - - - - - 70P PLATE ' _X _ _ x�YX �Y _ _ (LEADERS NOT SHOWN; CONTRACTOR _ FROM THE FASCIA 4 WITHIN 2 HORIZ. / i �1 / / 1 / W H A 94 221 — DISTANCE FROM THE INTERIOR SIDE 2 0, , NEW (2) 2X12 ML;� 5 OF THE EXT. WALL �� 2-0 NEW (2) /X II 5TL r r / ^- } LINE OF FLUSH; TECO'D----— -- NEW 2X12 CJ @ I6 FLITCH + (2) 2X12 ML = NEW CONT, ALUMINUM GUTTER - r NEW 2X4 FAUX NEW VENTED VINYL SOFFIT B WALL -.— - - -. 6 X O,C,; W/ R-38 B T ' RJ @ I6 O.0; W/ EA. SIDE OF FLITCH); = (LEADERS NOT SHOWN; CONTRACTOR / INSULT.; TECO'D R-38 BATT INSULT. NEW 5 BEYOND LINE OF / FLUSH; TECO'D ) TO COORD• N RR @ 16 O.C.; W/ „ y WALLr NEW NEW DIASTER R-38 BATT INSULT. o NEW NEW BEYOND NEW y o / BED R�1. #3 HALL -' NEW VENTED VINYL SOFFIT BED R['1 ' BATH HALL BED RN, #2 } � ;y 5 NEW Y'' PL r. NEW - 4 5 E � PLY, _ r rE A - W �UB-F_7RWD, SUB-FLOOR D, Y -NEW II Y N �- 2X 2LFJ @ 6 O.C. 2 DF.F. i r r L i r t i J NEW 2X12 FJ @ 16' O.C.'/ �♦ NEW 2X12 FJ @ 16' O,C,; TECO'D ��. - -- � - - - — — — 1 NEW 36'NT, WD, HANDRAIL; �i� � _�_ ♦ i / NEW WALLS TO BE )2' GWB, ♦ - " rF NEW (1) 2X12 FJ 6,��'�'F VAPOR BARRIER 2X6 WD, STUDS 4 O.C. MAX SPACING BETWEEN NEW WALLS TO BE, y" GWB, BLOCKING 8e o M ° BALUSTERS ALL RAILINGS TO VAPOR BARRIER 2X6 WD. STUDS 3 n o NEW 3 2X14 ML; � '` @ I6 O,C,, y PLYWD, SHEATHING, =' NEW 2X12 FJ @ Ib" O.C. @ Ib" O.C,, �" PLYWD. SHEATHING, o O y ��i COMPLY W/ NYS BUILDING CODE CONT, LINE OF COLUMN 90 �'�' W/ R-21 INSULT. 15# BLDG, FELT T - NEW SIDING AS PER OWNER NEW 2XI2 FJ @ W/ DECO. COVER y. W/ R-21 INSULT, 15# BLDG, FELT BEYOND ♦ rF LINE OF WALL 16" O.C.; TECO'D ? NEW SIDING AS PER OWNER Qz' } BEYOND y NEW 36 HT, WD, HANDRAIL; � o NEW ' >I 3 NEW s, 3 o LIVING R�1, FOYER CL, o / r NEW 4 O,C, MAX SPACING BETWEEN G ,� — BALUSTERS ALL RAILINGS TO \ 3 o NEW 2X12 FJ @ 16" NEW 36'HT, WD, HANDRAIL, _ FAMILY RM. DINING RM. NEW 36 HT. WD, HANDRAIL; COMPLY W/ NYS BUILDING CODE cti O,C.; W/ R-38 4' O,C. MAX SPACING BETWEEN = ° � NEW 36'NT. WD, NEW (2) 2X12 % BALUSTERS ALL RAILINGS TO -I 4 O.C. MAX SPACING BETWEEN BATT INSULT. HANDRAIL; 4 OX. FJ; TECO'D, i' ----- BALUSTERS ALL RAILINGS TO NEW (I) 2X12 ACQ EXP, JOIST COMPLY W/ NY5 BUILDING CODE G _-___._._::.I r COMPLY W/ NYS BUILDING CODE r `} —\ - " ° —NEW " PLY, BALUSTERS ALBLERAILINGS T r I 3 l NEW 4 PLY.—,, WD, SUB FLOOR NEW 2X12 FJ @ 16 O.C,; W/ COMPLY W/ NYS BUILDING CODE — } IST F.F. - = ♦ - - - --- " / - _- - -- ' ♦ R-38 BATT INSULT, NEW SUB-FL00 \ — l AVYAMNY t ' ; � NEW (3) 2X14 ML;--' I _ AAAAA) MR-Mm-mm GRADE UPSET; TECO'D NEW 2XI2 FJ @ 16" ;f \ "' F�,P� O.C.; W/ R-38 BATT GRADE / NEW (2) 2X12 ML +- �.j. ' INSULT.; TECO'D rz (2) I'X 11' STL, b'� } LINE OF GRADE • NEW ( ) 2X12 ML NEW 36"HT, WD, HANDRAIL _ _ 5 FLITCH; FLUSH; TECO'D °S NEW W 18X 50 TL 2 BEYOND o o o / _ W-BEAM (7 y X 18'); n; 4" O.C, MAX SPACING BETWEEN , NEW FJ'5 TECO'D BEYOND BALUSTERS ALL RAILINGS TO (BEYOND) LINE OF WA L - UN-FINISHED o --- ------ --- --- COMPLY W/ NYS BUILDING CODE --- - ---J - NEW PROVIDE (I) LAYER -' BEYOND o — NEW CELLAR GARAGEVM. GWB TYPE-X Z UN-FINISHED l:`': NEW 5/' 0 ANCHOR BOLTS SET @ 36' NEW (2) 2X12 ML + NEW (2) 2X12 ML + ONE (1) NR RATED 5 CELLAR O.C. W/ (2) 2X6°ACQ SILL PLATES W/ _.' FLUSH; TECO'D FLUSH TECO'D OF ENTIRE GARAGE (I) I'X il" STL, FLITCH; rn (2) 4rX II" STL, FLITCH; ON WALLS CEILING _ TERMITE SHIELD 4 SILL SEALER _ NEW 10'TH PC FNDN, WALL (3000 P51 LINE OF COLUMN BASEMENT F. — — — — MIN. W/ 20"X 10'DP, FTG, TO BEAR ON BEYOND { — — — UNDISTURBED 501L MIN, 36' BELOW ADJ. R DE- 1 GRADE; CONIC, PARGE COAT ABV, GRADE ----- -- ------ --------------- ---------------- L-----� -------------------------MAX, 10 X SLOPE W 12"TH -- NEW PC FNDN, WALL (3000 PSI TROWELLED 40 MIL. (IMM) POLYMER- ! _ -------------------- , MODIFIED ASPHALT WATERPROOFING ----------------------------------- BELOW GRADE AS PER SEC, R406,2 OF / I _ I 24'X 12'DP -------------------- L------------------- .: :....... -' UNDISTURBED SOIL MIN. 36"BEBLOW ADJ, THE 2010 RES, CODE OF NYS, ' � ��'� GRADE; ` J CROSS SECTI0N B NEW 4"th PC SLAB W/ 6X6 WI,4/1,4, 81-411 81-411 \ - (2) 95 REBAR HORIZ, CONT, IN 6 MIL POLYETHYELENE VAPOR BARRIER. CROSS SECTION C SCALE: I/Q" = I'-0" � -- - - - - - - -- -- UPPER 12' OF PC, WALL SCALE: i/4" - STIRRUPS (TYP,) NEW STEPPED FTG. TO NOT HAVE A SLOPE EXCEEDING :10 (OX SLOPE); - (I) 47 REBAR VERT. @ 36" O.C. ONE VERT. UNIT (10" FTG, SHOWN) TO TEN HORIZ. UNITS (8'-4" MAX•); FTG, - (2) 95 REBAR HORIZ, CONT, IN 4" VTR TO BE STEPPED AS NECESSARY TO LOWER 12" OF PC, WALL CHANGE THE SLOPE OF THE BOTTOM SURFACE OF THE FTG. CONIC, PARGE COAT ABV, GRADE NEW NEW NEW TROWELLED 40 MIL, (IMM) POLYMER- LAUNDRY BATH 1 112 1 _ I lie MASTER BATH MODIFIED ASPHALT WATERPROOFING �2 - - � - - 1112 T - - F_ -T 1v2 BELOW GRADE AS PER SEC. R406.2OF 11 112 i 1 1121 1 112 1 1111 THE 2010 RES. CODE OF NYS. IV U CO WASHER T B SHOWER 112 W I W 1 1/ 112 I TUB SHOWER CO 31 2nd FLOOR NEW STEPPED FTG, TO NOT HAVE A 2 3 3 2 SLOPE EXCEEDING 1:10 (10% SLOPE); ONE VERT, UNIT (10' FTG, SHOWN) TO NEW 21 NEW PROVIDE (1) RDW OF (1) TEN HORIZ, UNITS (8'-4' MAX.); FTG, KITCHEN_ _ _ , I,� _ _ _ _ _BATH _ F_ 1 T— 1 112 2XI2 FJ BLOCKING UNDER TO BE STEPPED AS NECESSARY TO 1 112 11121 CHANGE THE SLOPE OF THE BOTTOM W I 1 ( W ALL WALL ON 2ND FLOOR SURFACE OF THE FTG, SHOWER CO 11/ I 112 CO 1st FLOOR PROVIDE 2X6 CATS IN 2 3 1 3 2 ALL EXTERIOR WALL5 I I co REVISIONS TO PRELIMINARY DRAWINGS: iREV15IONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: Y SHEET TITLE CELLAR # DATE: BY: # D'ATE: BY: DATE: i� � I j/� v �� IlU CUSTOM HOME BY: SECTIONS 1 12.31.14 START OF PRELIMS N.N. I TO SANITARY OR COMBINED SEWER NEW 2 TRAP 2 2 4 .� aK� PROJECT NAME NAOUM RESIDENCE 3 5 3 d �Y 377 BITTERSWEET LN.; CUTCHOSUE; NY; IIg35 ng PLUMBING R15ER DIAGRAM 4 4 4 OYSTER BA)" DRAFTING SHEET NO. 5CALE:NT5 5 5 , � � d ;1 ,so AND ARCHITECTURE, P.G. 5 '1!� � � :a..`: . 'y DATE: 0II20I5 6 66 N.Y. 11-7-71 SCALE: AS NOTED OF 68 WEST MAIN STREET OYSTER BAY, -71 BY: N.N. Q �{ WEB: WWW.OY5TERB YDRAFTIN6.0OM��MAI�ARGHITEEr O TR AYDRAFTIN5.GOM JOB NO: 14205 Q� RIDGE— — — — — — — — — - — — — — — — — — — — — — — — — — — — — — — — — — — RIDGE- 12 -_ - -- 12 12 TOP 12 - _- -t2-- --12-- - TOP PLATE - - ------ - --- --- -- --- ---- - - -- ------ -- ---------- TOP PLATE _-.W_... ... — — -- - -- - - ----- - - - - -- - - - -- — — ..... -- __... - . - NEW CONT. ALUMINUMI GUTTER (LEADERS NOT 5HOWIN; CONTRACTOR - - -- - TO COORD,) v 2ND F.F — — — — — - — — — — — — — _ — — — — — 2ND F.F. 12 LH 12 21F _--- PEE - NEW 36 NT. WD, HANDRAIL; — - 4' O.C. MAX SPACING BETWEEN ---- ... ° BALUSTERS ALL RAILINGS TO ° ° - ----- -- -- COMPLY W/ NYS BUILDING CODE Ej El - — _ — — ST F.F. GRADE I I I I I GRADE cn I I I I I I I I I I m I m I I I I I I I I I I I I I I II -----------------------1-J i t I I I I PROP, 4' W PC, APRON I I I I I \ I I I I I I I I I I I I I BASEMENT F I I — — - -�- — I -+ — — GRAe€- --GRADE- — — — — — F L ------------------------------------ -�---------------- --- � — — — — — — — — — BASEMENT F. r T I ------------------------------------------J------------ ----X SLOPE I 1 ---- r ---------------- I I I L—_ I 1 ---- ------------ ------------- _ -----MAX. 10 SLOPE_--------F----- I I ---- -------- - ------ -_-J _ I ---------------J ------ -- 1 I I �n rn L-----�- ---------- ----;4---L� �1--- ----- I 8'-4' 8'-4" 8'-4" 8-4 8'-4" 81_411 i NEW STEPPED FTG. TO NOT HAVE A FRONT ELEVATION SLOPE EXCEEDING 1;10 (IOz SLOPE); P�. o_KA1 ELEVATION ONE VERT, UNIT (10' FTG. SHOWN) TO a� SCALE; �/4° = I1-011 TEN HORIZ, UNITS (8'-4' MAX,); FTG, j SCALE: 1/411 = II-011 TO BE STEPPED AS NECESSARY TO CHANGE THE SLOPE OF THE BOTTOM TOP RAIL— SURFACE AIL SURFACE OF THE FTG. \ 2X2 WD. BALUSTERS; BOTTOM RAIL ` �� MAX. 4" O.C. AS PER NYS BUILD. CODE WD. DECKING NOTE: ALL DOUBLE- �q HUNG WINDOWS TO BE COTTAGE STYLE; DECK JOIST--- CONTRACTOR TO (SEE PLANS) COORD. RA - RAILING DETAIL RE\/ISIONS TO PRELIMINARY DRAWINGS: RE\/ISIONS TO FINAL DRAWINGS: MUNIGIPALITY AMENDMENTS: SKEET TITLE # DATE: BY: # :DATE: BY: # DATE: BY: �� CUSTOM HOME r �� Il� ELEVATIONS 1 12.31.14 START OF PRELIMS N.N. I I � �. gr � A°�. PROJECT NAME_ NAOUM RESIDENCE 2 2 2 3. 511 BITTERSWEET LN.; CUTCHOGUE; NY; 11855 4 4 4 ; • • OYSTER BA)" DRAFTING SHEET NO. 5 5 5 ;.:: da AND ARCHITECTURE P.G. DATE: p 68 WEST MAIN STREET OYSTER BAY, N.Y. 117'11 5r-ALE: A5 NOTED OF 7 7171 "' �y� v�9 X516) Ci22-5'i76 (FAX) Ci=-6235 BY: N.N. Q aI WEB: WWW.0Y5TERBAYDRAFTING.G0M EMAIL: ARGHITEGT@OY57ERBAYDRAFTIN6.GOM jJOE3 NO: 14205 Q� RIDGE — — — — — — — — — — — — — — — RIDGE_ NEW VALLEY FLASHING — NEW VALLEY FLASHING 12 8 I� Q8 8 '2 12 � QS TOP PLATE — — — — — — — — — — — — — — — — — — — — TOP PLATE --- NEW CONT, ALUMINUM GUTTER (LEADERS NOT SHOW; CONTRACTOR F—E TO COORD.) 0 II m I I _ 1 2ND F.F. — — — — — — — — — — — — — — — — — — 2ND F.F. NEW 36"HT. WD. HANDRAIL; /—NEW WK. WD, HANDRAIL; ® NEW %"HT. WD. HANDRAIL; 4' O.C. MAX SPACING BETWEEN 4' O.C, MAX SPACING BETWEEN 4' O,C, MAX SPACING BETWEEN BALUSTERS ALL RAILINGS TO BALUSTERS ALL RAILINGS TO `� BALUSTERS ALL RAILINGS TO COMPLY W/ NY5 BUILDING CODE / �� COMPLY W/ NY5 BUIL`"ING CODE COMPLY W/ NY5 BUILDING CODE Ll I IST F.F. — ii i1 — — — — IST F.F. ,I GRADE � GRADE I I I I I I I I I ■ ❑ III❑ ❑ ❑ ❑ ❑ I I I I I I o o I I o I I I o of I I I I I I I I i I rn -- rn rn I rn rn ❑ r ----------- : : I I I I I 1 I I I NEW VENT— L DL] t BASEMENT F — — —� — — — — — — — — — — — — — — — — — — — — BASEMENT F. - ---- ---------------------------------------------------i,.. , I I I I I I L --------------------- - --------------------------------- '..._. I I I I v 1 I i I m I I �-----------------------------------------------------------------------------�---� RIGHT SIDE ELEVATION LEFT SIDE ELEVATION SCALE: I/411 = 11_011 NEW STEPPED FTG. TO NOT HAVE A SCALE: 11411 = V-0j1 SLOPE EXCEEDING 1:10 (10% SLOPE); ONE VERT, UNIT (10" IFTG. SHOWN) TO TEN HORIZ. UNITS (8'-4' MAX,); FTG. TO BE STEPPED ASIAECE55ARY TO CHANGE THE SLOPE OIF THE BOTTOM SURFACE OF THE FTG.. NOTE: ALL DOUBLE- HUNIG WINDOWS TO BE COTTAGE STYLE; CONTRACTOR TO GOORD. REVISIONS TO PRELIMINARY DRANIN65: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE CUSTOM HOME # DATE: BY: # DATE: BY: # DATE: BY: � �_,. �, '� p��, Q� TsaELEVATIONS 1 12.31.14 START OF PRELIMS N.N. I I . �� Ad PROJECT NAME NAOUM RESIDENCE 377 BITTERSWEET LN.; CUTCHO&UE; NY; I1a35 4 4 4 OYSTER BA1' DRAFTIN& SHEET NO. AND ARCH I TEGTURE, P.G. DATE: O1�2OI J Q➢ 5GALE: A5 NOTED 65 WEST MAIN STREET OYSTER BAY, N.Y. 11771 of (516) Ci22-5'i76 (FAX) 122-6235 BY: N.N. 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WDN21052 — — — — — f f( ESJ)— — — — — — -f Ef�RE55 j- — — -� \- — — -�EffRE�S}- — — — — (-Ef RHS5 PROP. (2) FWT3111 PROP. WDN21052 PROP. 5P406 PROP. WDN21052 OP. F 5LI766 PROP. FWH3168 PROP. F0171" L _ _ _ _ c E }– _ _ 1 B A rE A 6 5 6 5 SECOND FLOOR PLAN SCALE: 1/4" = 11-011 REVISIONS TO PRELIMINARY DRAWINGS: REVISIONS TO FINAL DRAWINGS: MUNICIPALITY AMENDMENTS: SHEET TITLE CUSTOM HOME # DATE: BY: # DATE: BY: # DATE: BY: t � A a� Ts Iln ELECTICAL PLAN I 12.31.14 START OF PRELIMS N.N. I I ` "' •�+^ f. ,,� �° PROJECT NAME NAOUM RESIDENCE 2 2 311 BITTERSWEET LN.; GUTCHOl NY; I1x33 4 4 4 • • OYSTER BAY DRAETINCG SHEET NO. 5 5 5 J da AND ARCHITECTURE, P.G. DATE: 01/2015 QD SCALE: AS NOTED l WEST MAIN STREET OYSTER BAY, N.Y. 11771 of 171v FRI N.N. (516) 1122-5876 (FAX) 1122 BY:-6235Q� -7 ""gyp WEB: WWW.OYSTERBAYDRAFTING.GOM EMAIL: ARCHITECT#OY5TERBAYDRAFTIN6.GOM JOB NO: 14205 fl