Loading...
HomeMy WebLinkAbout40213-Z �r ,' Q .;,'We Town of Southold 4/14/2016 t o P.O.Box 1179 �' 53095 Main Rd ®74 V O Southold,New York 11971 ,,ate, „ rcafo CERTIFICATE OF OCCUPANCY No: 38229 Date: 4/14/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 185 Willow Pt Rd, Southold SCTM#: 473889 Sec/Block/Lot: 56.-5-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/14/2015 pursuant to which Building Permit No. 40213 dated 10/26/2015 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: ADDITIONS AND ALTERATIONS INCLUDING OUTDOOR FIREPLACE, TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Tibett,Jonathan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 03-24-2016 40213 PLUMBERS CERTIFICATION DATED 03-30-2016' Phil G mble& Sons A ize Signat re lOffOU C®G„� Town of Southold 4/14/2016 ' P.O.Box 1179 �' .h 53095 Main Rd anal ��p� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38230 Date: 4/14/2016 THIS CERTIFIES that the building GENERATOR Location of Property: 185 Willow Pt Rd, Southold SCTM#: 473889 Sec/Block/Lot: 56.-5-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/14/2015 pursuant to which Building Permit No. ' 40213 dated 10/26/2015 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: ACCESSORY GENERATOR AS APPLIED FOR The certificate is issued to Tibett,Jonathan of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ' ELECTRICAL CERTIFICATE NO. 03-24-2016 40213 PLUMBERS CERTIFICATION DATED OF 1111115W A..th• ' e. `ignat re - TOWN OF SOUTHOLD 4,0FFntk�od`'f BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY VCIA 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#: 40213 Date: 10/26/2015 Permission is hereby granted to: Tibett, Jonathan 20 Stony Hill Path Smithtown, NY 11787 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at: 185 Willow Pt Rd, Southold SCTM # 473889 Sec/Block/Lot# 56.-5-25 Pursuant to application dated 10/14/2015 and approved by the Building Inspector. To expire on 4/26/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $992.00 CO -ADDITION TO DWELLING $50.00 Total: $1,042.00 Buildi q 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 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building., 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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$15.00 Date. !/b//h/ New Construction: Old or Pre-existing Building: (check one) Location of Property: l$..� ('t' 7c.to Pjt1d 5e-u#6/0/ House No. Street Hamlet Owner or Owners of Property: JU j9 cellAct-rt /c OCit r Suffolk County Tax Map No 1000, Section Slp Block 69L-5— Lot c Subdivision //p w 7j y f Aie1(V i's (o' Filed Map. Lot: 1 Permit No. `C 0 a 3 Date of Permit. Applicant: Health Dept.Approval: OA Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted:$ 5 0 0o Applicant Signature I,,,, iii...- ,,,•A*pF Si'OK,, Town Hall Annex ~ oN,® Telephone(631)765-1802 54375 Main Road i 41i illiz Fax(631)765-9502 P.O.Box 1179 % Go, �� �A roper.richerttown.southold.ny.us Southold,NY 11971-0959 iii =.�C®UNT`I,N0 el .fl 01. BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Tibett Address: 185 Willow Point Road City: Southold St: New York Zip: 11971 Building Permit#: 40213 Section: 56 Block 5 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation X 2nd Floor Hot Tub • Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 29 Ceiling Fixtures 12 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser 2 Single Recpt 2 Recessed Fixtures 33 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances 2-DVI Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 35 Twist Lock Exit Fixtures TVSS Other Equipment: 20 KW Stand By Generator with Auto Transfer Switch 3-Exhaust Fans, 18 ft.-Plug Mold,Gas Cook Top,2-Electric Ovens, 1-Car Charger Notes. Inspector Signature: Date: March 24, 2016 Electrical 81 Compliance Form.xls s Town Hall Annex `� Telephone(631)765-1802 54375 Main Road :,� Fax(631)765-9502 P.O.Box 1179 Ni... °li �' . 4' t��� Southold,NY 11971-0959 `. d 1 ,t t 1 [2 [ ©[ OYl BUILDING DEPARTMENT TOWN OF SOUTHOLD 1APR 1 4 2016 BUILDING DEPT. TOWN OF SOUTHOLD CERTIFICATION Date: Vi Aft1 c u 201 Building Permit No.— 40 J- Owner: v o r a*kce.dl. Ti'b Af- (Please print) �, �; Plumber: I I. I i_Ct_vlbl�- i- --301/(---c. 1l''wt-b;it4 4 L� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ,/tilit, g a4t4,4' A. �. (Plumbers Signature) it Sworn to before me this�uti day of aYCt1 , 20 I to LORETTA LAMB / (} State of New York lePM I'. �ry Public,r/ � ?' 11011�►►6178883 ? _ Qualified in Suffolk County , A �' Term Expires December 31,20.) � Notary Public, iu9 I I. County '' "-- ti' Y > 1 = 6 f ,,,,,,,,,,,,,,,,pE , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ REMARKS: - "0-4.1-'4%01' flA4 „04,-. 7_70, l m DATE / INSPECTOR 1-(1:4-7/1 * *1 c§, 1 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC1jON FOUNDATION 1ST [14 ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 10`2/--C--- INSPECTOR SOUT9pl frtv ts,?„ TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ UGH PLUMBING [ ] F UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY - [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ -] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI N [ ] CAULKING REMARKS: -�• _ 51 I aeg , _ C / t 9 DATE / `� mss- INSPECTOR PI6- ,,,,,,,,,,,, 0 si TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ OUCH PLUMBING [ ] FOUNDATION 2ND [ SOLATION [ AM RING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ •] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VI • ATION [ ] CAULKING REMARK ` 'E—A (.57tie._ 64172;2_ , loktl k-0-0A-6 /4X474-1A__ 7Sd J4A-(br-r-c.��. _ IJ i/' 'i c 'tis ' DATE INSPECTOR ' .?"/:c; 0'eOf SO//T�ol;` ����, (ke): TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ' ] CODE VIOLATION [ ] CAULKING REMARKS: ClcR• DATE if f Ce INSPECTOR r 7 _ d 27/3 „,*oE SOp/slo€TOI, # *? p , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' ' ' [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ATION [ ] FRAMING / STRAPPING [erFINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: a . d .' ' 1CL:' e6e% Ci' (' ,7,--- -e, ./A.,./ 690 - 7 , , , ,, DATE - /-20 l INSPECTOR i �:` std 114:, 'f' mil: 8�{A Dyy pE'�''V®°Qagyv, Va AMK6l' Si 8',OS.Yk ARCHITECTS To: Town Of Southold Department of Buildings fi Michael J.Verity Chief Building Inspector Re: Permit No.40213 Tibett Residence 185 Willow Point Rd. 0..4 Southold NY Dear Mr.Verity, Please be advised that I am the Architect of Record for the subject project,and am registered to Practice Architecture in the State of New York(NY Arch Lic no.020804). Further I have had the opportunity to inspect the subject premises when all the Piping was exposed. I hereby certify to the Best of my Professional Knowledge that both the Installed Underground Waste line as well as the 2"diam.Vent line were both installed in accordance with the Town Of Southold Building and Plumbing code,as well as in accordance with the NYS Uniform Building and Fire Prevention Code. R...G.M t ). . if : rgrr A,i /AA Pre (4..°2°B' OF w AVG@Giam.ertonearchitects.com i�IELD INSPE4'TXQN ItE1'O0� DATA CO 1 ga TS .•- 4 T . . 0.77e Rtir. griMNSIT '..A..., c.., t-4 . 'itk F ',A-efi-4."--q---. :-4ArTiarli? Pe-i' , , 47("-1/ FOUNDATION(2N) ) ' ' . moi. -. /Øir4=.. y ROUGE FRAMIN.G.& • . / 1' L� � t 4 it PLUMBING • , _ - - e JI ter:iwl �1. �",� • r' 0 e.,4_ . , , . 4.:.)_e___ /d7.--- , INSULATION PER N,Y. T . _ STATE ENE3�.G•Y CODE ,. ,_ � '�- / ��"✓ _._,/,.. .„, /�.. ' , - r, .a _..... ...„...,...r..........47pir. , 111 )i i i, , '. ,E;e4e'l r. '. 'dL2---e'''"4-. • . dr MAL —, • , r •, _.t • , • • • Sjj AX3"nIa4 r lR' t, Ts r► 0 , 1.4! *lif a O i 4 r` ! , e !.►...� ' . F v.• .6 9 -PA. �, ,mob�` •4111 0 150 I Cr , -7 *-,P' . ,L4:iir• IL/Ikft-,47L e '(I P° . : • a-- a CI 6 ' 5 s--- 11A-A-- 4 41...)m- - bc Ci .-J.--] .--,741b/IA-civr VP1M, ,. _ ..- . , .. ..0 7 2 . .; ,.,... -I -.--.- .el/ Oh, 1 - . / ,......... r r , •- r r. r, .'' , • • . . , ._ / TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 GI© :L.(3 '' Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined At 20 Single&Separate II Storm-Water Assessment Form 2_ c r\ Contact: Approved 20 Mail to: Disapproved a/c Phone: Expiration 1(24 ,204_7 i -'') Building spector P I ICATION FOR BUILDING PERMIT ®CT 14 2015 L.' Date '`� 19: ,20 /� INSTRUCTIONS BLDG DEPT This application'MUSTEbe comple ely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature` of applicant or name,if'a corporation) `GL-/ t r-C a e`%�OO.rr-2 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer,general contractor, electrician, plumber or builder a6//4•Yi-2. ---'V Name of owner of premises Jo (1 C'-�1t v 6 (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 bedoe: t� 9 5— L/r �( 0 CO �c2 oc(c _Soc()./4 o (CI House Number Street ^, _ , Hamlet County Tax Map No. 1000 Section �6 _ "''Block, ,"., `,. '°' Lot o75- Subdivision £//O co 7b,i,- S;/ -fwts(, Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy ,Pw1'li(vzq a.d i /,ckead b. Intended use and occupancy / s p Y Cr' t.74or /,��Piitl���tGl,�(/X�S�2q �0`U�� .-�_ 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost "(0(000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units / Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and exte / of each type of use. &-c-e,241AGE, r A 113' J �� 7. Dimensions of existing structures, if any: Front 77o — 2. Rear it / -o2 Depth Sou. 22-'- // " Height Number of Stories Dimensions of same structure with alterations or additions: Front 16 /- a �z ' Rear 7t' �"02 �z- Depths/V Y3-S '/a Height 30 '- Er" Number of Stories GP. 42'- 3,17z- - 8. Dimensions ot entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front 77 $ Y Rear /3z ' Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated P.- 4° 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO t/ Will excess fill be removed from premises? YES NO IV 14.Names of Owner of premises vo.� i i Address Phone No. Name of Architect 14144444i V6,aa,be./11/7- Address 7Namsl`S (3/1 Phone Nog 3J-34,7- 6 acz) Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 1/NO_ eVt glad * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMIT S MAY BE REQUIRED. __ b. Is this property within 300 feet of a tidal wetland? * YES �-NO 'N/_ * 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 OFA f j/LC) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. S ern to before me this day of t'�,; r 20 / / BET VA.PERKINS NW ♦ =r -ublic,State of New York 7Otary)1ublic No.01PE6130636 Signature of Applicant Qualified in Suffolk Coun Commission Expires July 18, �� Zea q 49,SCf SVlevyii�e+M 1t ' /� �' ' Scott A. Russell •''s UFF OS C4-ff ST(0)RMWAT)ER j ( 2 - SUPERVISOR 1 .._l ' ; MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179V;15 - $ 53095 Main Road-SOUTHOLD,NEW YORK 11971 4).- 3 �� :, � Town of So u th o l d 1p� t' •�� 4..,„„ . 0* CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OlE THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) (._ee . ' . - YZi o 4Gr.'�"El® A /. Clearing, grubbing, grading or, stripping of 1d which affects m re than 5,000 square feet of ground surface. ❑ of B. Excavation or filling involving more than 200 cubic yards of material / within any parcel or any contiguous area. 0 El C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑lZ(D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. frevt.f , l E. ite preparation within the one-h n El Ldred-year floodplain as depicted on-FI-RM-M-ap-of-any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. ' * If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT- (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. ": 1000 Date Dntr)ct NAME �C{ GC r,i2 ,e/A-/ y 5 Rc- /6 -/ —/3-] rr�o Section Block Lot Lgnamrcl a•�.c - FoR BUILDINU DEPARTMENT USE ONLY ''e. Contact Information 76,3-- 93 D ,T<I<plane�umbcn Reviewed By (, Date. 1° THC 'L r C Property Address /Location of Construction Work. 1b5W i yI r P0114 Approved for processing Building Permit VStormwater Management Control Plan Not Required SOOT W.0 A.A> ❑ Stormwater Management Control Plan is Required (Forward to Engineering Department for Review) FORM ' SMCP-TOS MAY 2014 Scott A. Russell '��°S�1r '' .=M ST(0)RM[WATJER. SUPERVISOR ; 0 --1I�v][AI�A(G�EI�v][�ENT . y L SOUTH OLD TOWN HALL-P.O.Box 1179 S 4Z Town of Southold53095 Main Road-SOUTHOLD,NEW YORK 11971 "..' 2f' G?,- .% •#','1iri1sYf CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) (_, ee GL; /vYtv , &'/ Gr2�/'z❑ 0 • . Clearing, grubbing, grading or stripping of Id which affects m re than 5,000 square feet of ground surface. 0 t'/ B Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑0 C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑dD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area.within/ 100 t , ❑LJ 2nFIRMMapof ite preparation within the ondred-year floodplain as depicted ; -any watercourse: ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: �i // � /' �/ Datrict NAME l QTY/GC C 722"7 /' / 22_ ,C RC' /6 -/ 1--/.d �' vr��o Section Block Lot v _, isigneiiro etc- r ia. �y+� ' FOR BUILDING DEP.ARTlIENT USE ONLY Contact Information: 76,S` 7 n Reviewed By- / Date 10 - I `t -(PC Property Address /Location of Construction Work- I ta5 W M OUti 1)0 Ihk Approved for processing Building Permit �1 `1A� u Stormwater Management Control Plan Not Required SCDu�°` ❑ Stormwater Management Control Plan b Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 r��,���pFS•Opry�l , . Town Hall Annex Town H Main Road 1 * . • I C Telephone(631)7654802 54375 (63i)70"3-"3 2 P.O.Box 1176 ; G . Q i�' rogenrichertown_souiaLnv.us Southold,NY 11971-0959 0O-. 111't11 --- coutirt,./ . BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION - I REQUESTED BY.: Date: /- y..._./C Company Name: S oc1�"��mil a ._ Name: - Name: 4 -�clA�rc-.e .�4-e--. . .. - -: License No.: 6"78 —.6. 1 Address: n2 S D &L)/2,2(.S. ,704.)1.--) �4, -SOS o�� N`�'.r . Phone No.: . - S—`/6 T'�a? s/G r ( = • I 1 - JOBSITE INFORMATION: (Indicates required information) • *Name: .� - d�ti,44 7-A ,J / / 137--C *Address: (1 � 3as /,d _1,J . 0 cJ`_is v *Cross Street: :' - *Phone No.: ' S7( qq 7 4./90 . . Permit No.: (- 'h ai Tax-Map District: - 1000 • Section: Block: 5 Lot j`S- *BRIEF DESCRIPTION OF WORK(Please Print Clearly) - . /100 /L✓-- S(,3 - (Please Circle.All That Apply) *Is job ready for inspection: - / NO. lough i ) Final *Do-you need a Temp Certificate: YES,"NO - - Temp Information(If-needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead • Additional Information: PAYMENT DUE WITH APPLICATION . #/ P so 82-Request for Inspection Form �r . a, .. ,.,„; I .. , 4 . , , .,,. ,` <4. , i LLlll` ) J . � ~ r • 1 ii .t h . 4 it I r ' , \ Y N � � N 4 i r g r 4 3 1 4 i pit r /:" • . kf !I 4 "0., , „ s.. , •. . '.. : ' ' ' '.' J r ,/ - k f-- . a; it,- a ,r�agirifA 41.1 , i�T V -h . ;op , A . vs 40. lik ti.;-.10101% :t v dip,„ fowl _ .,/ ,04 ' i. 4i4 I( .., .., , ,,„ / �� ` 1 _ ,,, ice.- n 4 /- -' 44 file.00,14r,. Ir1 !I li ; ^ r `L /1y • w.1 j . ii r r , 4'.:,.• . , . I / if, 1 I 4111. ''. * ,. •-/ II • SCTM # _ YO43 I ) poo - 5 &-S-2 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET l VILLAGE DIST. SUB. LOT Z3 a±�0 S, b•efrfr 1/\)W 1 l oP+ red sock` o id. S vA I 1 ) 0v, iP6 ACR. , 41 \ REMARKS -X25110-1. I2-122?226' !� �� C -1-- ( T°`tee " i7 04 TYPE TYPE OF BLD. PROP. CLASS )Q LAND IMP. TOTAL DATE Z2 00 Sao < l , Soo 3J ► ib7 FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL - ---7.------ 1-1-0;7:. 1:-.:, Ortbin k 0-a VI IjaroP Ellarte 6,:f ta-Cht-'1T13 eW R .), 6 ii U.blakSTREET I 76- VILLAGE DIST. SUB. G., LOT ...7.7- 2 3 , rj 1 W i [ Ici- ' -.)t vl i- M 1/4 .0 1 /---ri ,c(j 44 _err j ..41. - ."....;.:N..........-,.„,>,,...,,, - .,''''4;. ' i N •"" , (i . "...FORMER OWNER ,c hra Q. NI E N ACR. /1 . f. r ...- . b 0 rina u e v--.re (AR,. • 7 // icz--- -C-0-0 ( - - ,, ,,--, b 7)-e.-4,( 6..!.9 .t,..c..g ef_ S W TYPE OF BUILDING , • ./ l; 4 ., tikPJW'. (://')-4:_- 4/, ,L) , //c:r2 5 4- 1, /----;F P M :e-:- 0 4--1--' -. 21 RES. ) i SEAS. - VL. FARM COMM. CB. MICS. Mkt. Value ..."10 i LAND IMP. TOTAL DATE REMARKS • 1/ 0 ,0 1 .//"Y Z, lit ///( /d7 SAi'"IN e V//7/ • / i 7 0 u ,.. 6 ,/ /46/ l'.---- 97/ k:),(17 B7\ r7A i'----"-, tia-3_u(A)07r- 1 i 8.7?-c_ :- i o. 4c)o 4/ 1 t 1 a ‘017.4.2/7 1.-- ()L-461 c95" )- er -c-- i\:asc_., c) ...) r) , DCVO U._ • J i / 3// / 07 .. ,.5A7/q/-2-llz770 ,5q4 - No s,s /--6 lq o roo i-) -0 3,5st.c-no V31 qs--L 1 03 7 p 597 - kin ro an .)) f© 6.6/d,.' , ) i dqos- 11,1)4: 2 113 0 addifi cn 4-(Li teAra;ii On AGE BUILDING CONDITION NW 1 NORMAL BELOW ABOVE FARM : Acre Value Per Value Acre Tillable FRONTAGE ON WATER / Woodland , FRONTAGE ON ROAD 700f Meadowland 'DEPTH 1.1-7) House Plot • BULKHEAD Total DOCK . . . . . - - L.- - • -:.._, ,•= / #• LOR I ITRIM J e, .7%'" '-..Z4,,,,,, ,-.?0'`. gi- .fi; / 4 .f ! t y 1 ,j lea j:'''-'-'41';,:, N• ^ € I. •I c•, • .. .. r 1 f t ° .. '"_. .«"� ®�• +'`moi r j,'F t� 7��i -1} (,' r6. ♦t fir' a. :c.., . t �e s �� - e � a� ate, / i S i( r Y' t o.R+, �.w 4:� , AR "i' �..f es•_• . q 4, �� ri � 9 �:�e� 3 yC3 �.. {% 7 1 / 0 J 1 7 ' 7 O•M1: s li(� �`T t t ��la =CL� Bldg. -g345 c3*7C � I . ... ... a I1, Extension " _' d t rc�.c( s ____..= � - ��U 3.SO 14 7o - Extension � , - 1 �� . ,2,s' =139_ xtensiot----\ �C ( Q ,1,...n3,2c q 3, Foundatio ......-. 1('':.\76.)--'1"" Bath I Dinette to •t — t 9� " = , 2//y `Pcr�h' Y. y 4 `� Basement n/ y Floors �'vrtic;r' 75- K. Ext. Walls /.. , Lnterior Finish LR. Cov 31fi:o I OceJt4 - t �� 5 Y. '�dParch Heat o,dz = SZ? Fire Place Bre 9 Gara a _ � i Z� � Type Roof -` Ial ,� Rooms 1st Floor 4 BR. 07 Patio Recreation Room Rooms 2nd Floor Z FIN. B O'' B. .} Dormer � f1"C1 Driveway h([�} _ ! Total ` ' 1 - - 1 a i LOT NUMBERS REFER TO "MAP OF SUBDIVISION WILLOW POINT" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE SURVEY OF PROPERTY ON JUNE 16, 1966 AS FILE NO. 4652. AT ARSHAMOMA Q UE TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-56-05-25 A SCALE: 1'=20' MARCH 29, 2004 �� , AUGUST 17, 2015 '' , � DUG CANAL f YAGG.7-6 /\ 8.6 4 4 R�p PLAWGIRM Ps' f MHWM ALONG BULKHEAD 2X?f.� WOOD FLOAT IMOD FLOAT WWI ALONG BULKHEAD •I i.'.. ' r.�,;.•a.1 132.00' 4 ----- c, ,,, f.4'DE( /�y�CAP siarailE ILM L4'DEtiYdNC CAP �r f FE • NN LINK FENCE OVER PVC Bi1LKHEAD I�����! OVER PVC BULKHEAD 1.,� 0: 1.s'� '� 9+��!rti+ 2 000$ ' \ IPIII.mm. ------ rwr� rwrw� r PAVERS ON z0'66 000 Poli st- x-000, Kr - 20WE Lb (7 10 8 S 3610300 #� ' 1 LOT 23 -�`- o a o 1 4 o ilk I O, a ..o----231P------Aiiiff . ��;�j DECK /� pcvNR # Z r �. 27.1 1,*O X�il' r OUT. WAU. �# �, 0.1 - . 0 9.2 , FR. HESE. i# I 2 STY. RASE k. '4 & GA ,i; k it 4 a, N 0.1. 0. :it k-' 21.o'� G 10.4' :►# xl T:n: c /x 21.9 % 30.5 WALL 10 cA w 1 c 0/L �P`\''( 8� lat...a. \ ,.. , t„ , \' _ 'Q "------>2. *IN \\o, ces.EsTofq .. 1\ / , . IyAir- , Illik, pp 1 1"//' ���� 58 2071510 W s, / L,�7g.B4' 10 .16' \ cOnIG v I A) j () t ;L_ NS-1 °I.I. ‘, 29. . IA '1'1 - . ___ ��INT RROAD 01, -I'S- gb / "ted ' k - • N°) AREA=17,918 SQ. PT. , FLOOD ZONE FROM f7RM ' e.; if 36103C0156H lillgttr'NO. 49618 ANY ALTERA770N OR ADDITION TO THIS SURVEY IS A WOLA770N P.EC'. I, SURV , , C. OF SEC710N 72090F 7HE NEW YORK STATE EDUCA770N LAW. (631) 765-5020 FAX° (631) 7,65-`1,797'" '.' EXCEPT AS PER SEC770N 7209-SUBDIVISION 2 ALL CER77FICA77ONS '' ' � ''''' P:0.'''BOX' 909', �. .� , ,.i`�.,, ,-!} HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP O,'. COPIES BEAR THE IMPRESSED SEAL OF THE,SURVEYOR 1230' TRAVELER STREET ®�—1 3 WHOSE SIGNATURE APPEARS HEREON. SOU,7NOLD, N.Y. 11971' ;,:; (Ac0.-/-\ -1//3 -r Models: 14/20RESA KOHLER. Power SystemsLPG/Natural Gas 9001 c'reenaui9der Q z Standard Features i is *•' • RDC2 Controller NATIONALLY REGISTERCD t!=UGTs3'R0S9 o One digital controller manages both the generator set and transfer switch functions(with optional Model RXT). o Designed for today's most sophisticated electronics. a Electronic speed control responds quickly to varying �...., ,.., demand. o Digital voltage regulation protects your sensitive =m.p electronics from harmonic distortion and unstable power • quality. • Kohler Command PRO Engine Features o Kohler Command PRO®OHV engine with hydraulic valve lifters for reliable performance without routine valve , :, r•.„ °” adjustment or lengthy break-in requirements. o Powerful,reliable air-cooled performance. o Simple field conversion between natural gas and LPG The Kohler® Advantage fuels while maintaining emission certification. • High Quality Power • Designed for Easy Installation Kohler home generators provide advanced voltage and o Polymer base eliminates the need for a concrete frequency regulation along with ultra-low levels of mounting pad,reducing installation time and cost. harmonic distortion for excellent generator power quality to o Fuel and electrical connections through the enclosure wall protect your valuable electronics. eliminate the need for stub-ups through the bottom. • Extraordinary Reliability o Load connection terminal block allows easy field wiring. Kohler is known for extraordinary reliability and o Designed for outdoor installation only. performance and backs that up with an industry-leading • Certifications 5-year or 2000 hour limited warranty. o Meets emission regulations for U.S. Environmental • Powerful Performance Protection Agency(EPA)with both natural gas and LPG. Exclusive Powerboost" technology provides excellent Note: GARB does not regulate emergency standby starting power. The Kohler 14 kW generator can easily generators with outputs less than 50 HP. start and run a 5 ton air conditioner* 0 UL 2200 listed (60 Hz model). o CSA certification available(60 Hz model). • Corrosion-Proof Enclosure o GOST certified (Russia). The bold new Kohler design is completely corrosion proof, o Accepted by the Massachusetts Board of Registration of even in harsh seaside environments,and is impact Plumbers and Gas Fitters resistant even at-34° C (-30° F). • Warranty • Fast Response Kohlero 5-year/2000 hour limited warranty for on-grid (standby) generators restore power to your home quickly and reliably. applications in locations served by a reliable utility source. o 18 month/1000 hour limited warranty for off-grid (non-standby)applications(Model 14RESA only). * Check the appliance manufacturer's specifications for actual power requirements Consult a Kohler°Power Systems professional to calculate your exact residential power system requirements G4-209 (14/20RESA) 2/15k o 1 / i ifierI 6"` 'et '�' CC,. - a• !I--1 =1l_! OD OF '; ,,, r �' ,,- �� TOV`JP� CODES DATE/24rB.P.#� � �3 S REQUIRED i .S OF Ft L: 9a QO BY: - C In' !`{ 1 14 NOTIFY Levi " . © •i r� si. o I.DI ,� DEPARTMENT AT � � .� _.� 765-1802 8,e,r1 TO 4 FN FOR THE ��- _ S �'rr e i ^�,�a ''AAD ` o . . s ei- ct . i tai o to - enc FOLLOWING IiJSPECT!ONS: -• , •,u , .t��, E.E.5 i 1. FOUNDATION - TWO REQUIRED -__ �_. - FOR POURED CONCRETE .. . z �.. -. 7.4z,.. y y£ '''''*,,--t, { �2. )>GFRF . i�C PLUMBING i " ; i•-. fr- 3. INSULATION Zt _ 4. 4. ;'rNr! - CONSTRUCTION JUST >,,; ,.,.--,,,16444. s^ �_rM G COMPLETE FOR C.O. e> `- ALL CONSTRUCTION SHALL MEET THE f - .r n^ .,,,it,,,,„ h r. r:NTS OF THE r e -n n CODES OF NEW �q �° Ly illi.t.l/ -1 3 [}.x g{w�'�?q4� ta.n'" y,." '�1., �,a1A" _—. -v `3i'v..,''. L •. .kbk:,. ..r•, .' •. .r --c. I - L +k,:._. ..Jl.- _ ..•+% .. f..� - . ... ... 4a.-... E. PWT , a zw� X. YORK STAT � RESPONSIBLE FOR S 3`� '�� '� DC. !; ;J OR CONSTRUCTION RUCTION ERRORS. ED - 1. -4 Southol.1 , t 2 '" 0 t. . PLUMBER OCCUPANCY O►3 ON LEAD CONTENT£5FO. A• USE IS UNLAWFUL CERTIFICATE OF OCCUPANCY WITHOUT CERTIFICATE WATER SUPPLY SYSTEI!SOLDER USED NCAN OT OF OCCUPANCY EXCEED 2/10 Q:=r�,LEAD. ' • ALLP PLUMBING WASTE RETAIP� STORM WATER RUNOFF _- — ,I ;i __ — &WATER LINES NEED PURSUANT TO CH","TSR 236 _ _ _________ - Fl TESTING BEFORE COVERING OF THE TOWN CODE. _ __ =_ - ,, f 1 5 x` ,`"r = '� I �,I Ilii II, ---, ..,- _ _' . � I illyrtJ;'-;I\TI�^^ IIS ill _ � - l, - ,v ,,,,„� VIII ' uuIl �I I.I Fi: ni0 fli,li from the office of c ...,. 910 /T r ` ., ,, *, K Y 5. iti, IX.. i _ -c1/47 ,7 [� © .n l a 4t :.r i S �'i �" - rte ` ASS Ill ti '4' C '''1. of c I 7 r ° I� / ,� i• .„ , „, LIi.. - ,,, 1 ., :t i : 1 4f, I l , ) - 7,1 F '' ' 111 -; . .. _ l �ISeven Main Street, Suite A ColdSpringHarbor NY 11724 . , I I ':631 .367.0050 x:631 °367°6636 1 1,, ,, Ili DRAWING LIST: October 6,20►15 - Issued for Bldg. Permit li GN.1 General Notes- Energy-Plumb. Riser Diag. A2.2 First Floor Plan A8.1 Details ,'I ?� A2.3 Second Floor Plan A8.2 Details - I: SP.1 Site Plan A2.5 Roof Plan A8.3 Details F1.1 Foundation Plan A3.1 Front and Right Elevation Sch1.1 Window Schedule A3.2 0 ' Rear and Left Elevation ! A1.0s Structural Notes & Details Sch2.1 Ext. Door Schedule z A1.1 s First Floor Slab & Found. Plan A4.1 Building Sections A1.2s Second Floor Framing Plan A1 .3s Roof Floor Framing Plan A7.1 Fireplace. Details !i t(. ! 1" } ,j General Notes ° a Energy Compliance Certificate - _ __..._ . ...._-_ . , .:r ...::-h �� I GENERAL CONDITIONS is-- /'\ I. THE CONTRACTOR SHALL CARRY WORKER'S COMPENSATION AND GENERAL LIABILITY 5.EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE WINDOW OR EXTERIOR REScnecic Software Version 4.6.2 :y" INSURANCE OR AS REQUIRED BY THE VILLAGE. DOCK APPROVED FOR EMERGENCY EGRESS OR EXIT. SEE FLOOR PLANS FOR LOCATIONS r; `; INDICATED. w k; Compliance Certificate • ti 2. ALL MATERIALS,ASSEMBLIES, AND METHODS OF CONSTRUCTION INCLUDING BUT NOT ; , -:..,,i.:... i; I `_ LIMITED TO FORM-WORK,BLOCK,FRAMING,NAILING. PLACING OF CONCRETE,ETC. ARE TO A. All EMERGENCY ESCAPE OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF ; -, BE CAREFULLY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN 5.7 SQUARE 11=1, EXCEPTION OF GRADE FLOOR OPENINGS WHICH SHALL HAVE A ' I ACCORDANCECCWITH THE DRAWINGS,SPECIFICATIONS,APPLICABLE CODES AND GOOD MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. Project Tibett Residencei B. THE MINIMUM OPENING HEIGHT OF AN EMERGENCY EGRESS WINDOW SHALL BE 24" v: . e ov ecce" 2009 lett 3. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. AND THE MINIMUM OPENING WIDTH SHALL BE 20". SILL HEIGHT SHALL NOT EXCEED A ' _oca;Cr. Suffolk County, New York Ccu:n�ct c' lyae: Single-family. MAXIMUM OF 44" A.F.F. + '`` ---- -~'''` i C-c.cc:type. Addition - 4. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH GOOD BUILDING PRACTICES. I ,1 C.'mate Zcne 4 (5999 HDD) 6. STAIRS SHALL NOT BE LESS THAN 36" IN CLEAR WIDTH. HANDRAILS SHALL NOT ! I NIV 5. THE PREMISES SHALL BE KEPT CLEAN AT TIMES, DAY ATCOMPLETION OF PROJECT MORE THAN 4 1/2' ON EITHER SIDE OF THE STAIRS, INCLUDING TREADS AND A D R. r V. „,7alt ALLEACH WORK,THE CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS, TOOLS,RUBBISH, ETC., LANDINGS,SHALL NOT BE LESS THAN 31 1/2 WHERE A HANDRAIL 15 INSTALLED ON ONE I.,; °e:11-,`Jumbr : n CLEAN ALL GLASS AND LEAVE WORK BROOM CLEAN UNLESS OTHERWISE SPECIFIED. SIDE AND 27" WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. Cons:-:.ict c^S: Ow^errAge^c nes goer/Co^trade ( -IijVI1 @ ��QJIroI' 1 . MAXIMUM RISER HEIGHT EXCEED S I/4" NCR THE MINIMUMIo :noc,nJ,'.;»: Av�A . ALL DIMENSIONS AND CONDITIONS ARE TO BE FIELD VERIFIED. THE CONTRACTOR SHALL ir ''"" NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IN WRITING BEFORE PROCEEDING WITH THE DEPTH EXCEED 01'. I. Su•te A Cold SD,. d Int:>or,,�Y. �za WORK EFFECTED BY SAME. 8. ALL HANDRAILS SHALL HAVE A MINIMUM HEIGHT OF 34" ABOVE NOSING AND SHALL NOT I' 63:I3el-ocsc EXCEED 35" ABOVE NOSING. ASSoCIATF,S ,,'1. DRAWINGS ARE NOT TO BE SCALED;WRITTEN DIMENSIONS SHALL ALWAYS TAKE;, �.��^ a= :;t:^n. u �w ;��.*•a °r. tr^rte:-:r:;. �,ca:F ;spm u�usst PRECEDENT. �I. ALL OPEN GUARDS t 5 SUCH THAT A SPHERE WITH A IA,�,._^._.�:i,a�?v`•.4.:. For :t;:�"�..� -: :^; £ '^T,,, +7'``,�Hfi`.:�t - �' ..'-f'a-� �.:2r`'i.:����.�is�°,:trC: �� .:�,�r�''��,�;�;• - ..t.:, •.�,-.r�;. °.��i;• s .•�_�,�,��:..:��w=,-.�n;:��:.«., ,;.�+ SHALL HAVE BALUST'"'R DIAMETER 4i< �[I ;: s`' ��+:: :..:rg w,s .�K :�:�. _ ..•.:,..,.:,v> d,c :v:' x:�� � .sem z.-A. .*g i OF 4" CANNOT PASS THRU ANY OPENING. THE TRIANGULAR OPENINGS FORMED BY THE "cn• liar ^ 11,6%Better Than Code I`d,m,1:n,UA 308 •'o...r 1A 263 .e e•,,:.;,,., -•. a •,�,�e.:,::_.,. E;,,:,, n.,=e,.," ,,,e,:r,,E, ^,r:=: ,,,e. r.,e; 8. LARGE SCALE DETAILS ARE INTENDED TO CLARIFY INFORMATION AND THEREFORE RISER,TREAD AND BOTTOM RAIL AT THE OPEN SIDE OFA STAIRWAY SHALL BE OFA 0 © ,; SHOULD BE EXAMINED THOROUGHLY PRIOR TO PROCEEDING WITH THE WORK A5 THEY TAKE MAXIMUM SIZE SUCH THAT A SPHERE WITH A DIAMETER OF 6 CAN',,OT PASS THROUGH. t ARCHITFiCTS PRECEDENT OVER SMALLER SCALE DRAWINGS. 10. PORCHES,BALCONIES OR RAISED FLOOR SURFACES LOCATED MORE THAN 30" i Envelope Assemblies. " ; ABOVE THE FLOOR OR GRADE SHALL HAVE GUARDS NOT LESS THAN 36". OPEN SIDES OF i even Main Street Suite A ,; -,, -, z•� �, ^- ,r r; tom, , .,,„, ,,,, F Q. ALL WORK SHALL BE PERFORMED AS OUTLINED IN THE AIA DOCUMENT,£201 GENERAL „ }Fil::".70Tx-:-C104-„hgt4t4.•t: a %c t ' ¢ ? ', f.^' '.' =,.-• ' ` °aiY-'�•, ' c. •.` '`' CONDITIONS. 5TAIR5 WITH A TOTAL RISE OF MORE THAN 30 ABOVE THE FLOOR OR GRADE $FLOW 1�� s r,' N, , f'; .3'wp"'1 aer t Y1 aSHALL HAVE GUARDS NOT LESS THAN 34". I�. x , U , .... x u ,:_ . Cold Spring Harbor NY 11724 I n ):Wood �T,e,)h c c 69E z9 a n 0 0 0s� s3 10. OSHA RULES AND REGULATIONS FOR SAFETY SHALL BE IN EFFECT AT ALL TIMES DURING II. ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL GOD.= AND ALL STATE, I{ ;!:' -a1.r L Ylcca r.-,n,c:�o�7'c�n^c w::h,ow E 2%s 0 300 sa THE COURSE OF THE PROJECT. LOCAL, AND UTILITY COMPANY CODES AND REGULATIONS. INSTALL SMOKE DETECTORS IN # , , EACH SLEEPING ROOM,OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF P:631.367.0050 F:631.367.6636 Dec ' 2(, a 400 B 11. ALL. WORK SHALL BE PERFORMED IN SUCH A MANNER A5 TO HAVE SAID WORK BE FREE THE BEDROOMS AND ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ALL s O' e na['tiea;ec 59 15 0 c 767 45 s,,;a'c-- ,e -:z n OF DEFECTS. CELLAR LEVELS AND ATTIC. ALL DETECTORS SHALL BE INTERCONNECTED AND CAN BE A it (>rRED PART OF THE HOUSEHOLD ALARM SYSTEM IN ACCORDANCE WITH NFPA 72. GiambertoneArchitects.com ;1 =ocr 2'A',r;cca,c stir"iss'Ove•Uncord:;:o^ed Soace 253 30 5 0 n 0 032 ^c i '�9 12. CONTRACTORS SHALL REVIEW ALL SHOP DRAWINGS PROVIDED BY SUBCONTRACTOR FOR 12, INSTALL SMOKE ALARMS LISTED IN ACCORDANCE WITH UL217 IN EACH SLEEPING ROOM, P Ce.:-q; C<r fr,n :-a , �. 'C 30 5 0 0 G 031 33 � " TG 'SCJ COMPLIANCE TO THE CONSI1�cUCTION DOCUMENTS AND THEN SUBMIT SAID APPROVED OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMSt IJ �` '� �(►, „io ,d •, s,s..ec,f cd,crs,07d DRAWINGS TO THE ARCHITECT FOR APPROVAL. AND AND ON c.:, „a,. -5 ., r r e . c.,osec bu o d o s c^d ,y� EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING ALL CELLAR LEVELS AND ATTIC. 1' c,,,....„,,,,..,,n..ea rr�:-:�e•>c,�u:Doo Celt,on Ti-e �J��s w. � ate. � o meet the 2009,ECC,reauiren,ena n d _ � I F:s,r,^,, •;E ,c ;f:2 .c Lc ce�w,y W r•;Se ma.ea' l 'CIO SL. CSecl,s: ALL SMOKE ALARM: SHALL BE IN I i=KGONNEGTED AND CAN BE A PART OF THE 1 'il 'f 13. NO SUBSTITUTIONS SHALL BE MADE EITHER DURING BIDDING OR CONSTRUCTION WITHOUT I: } �,• -f HOUSEHOLD ALARM SYSTEM IN ACCORDANCE WITH NFPA 72. ; O I Vir'' ._ .r,__0 - _-_ WRITTEN APPROVAL BY THE ARCHITECT. SUBMIT ALL INFORMATION NECESSARY TO ( 11 "°°" '"f * - ,�? ^tE • EVALUATE SAID PRODUCT OR SYSTEM AGAINST THAT SPECIFIED PRIOR TO INCLUDING SAME Ila. INSTALL CARBON MONOXIDE ALARMS LISTED IN ACCORDANCE WITH UL2034 ON EACH •-FO�O804�O IN EITHER THE DILL OR "THE WORK." STORY HAN ONE CARBING A SLEEPING ON MONOXIDE ALARM 5HTHIN 15 ALL BE�PROVIDED WtET OF THE HE SLEEPING AREA. O� ._..._.-............ .............___:- ,_ - NEW P 14. ALL DRAWINGS PROVIDED FOR THIS PROJECT BY THE ARCHITECT SHALL BE RETURNED ASSURE THAT NO SLEEPING AREA ON A STORY IS MORE THAN IS FEET AWAY FROM A - • UPON COMPLETION OF THE WORK. CARBON MONOXIDE ALARM. ALL CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED. z ' ' 15. BIDS NOT SUBMI 11wiw IN THE SPECIFIED BID FORMAT SHALL NOT BE CONSIDERED. I, 13. IN AREAS SUBJECT TO DECAY DAMAGE. THE FOLLOWING LOCATIONS SHALL REQUIRE i / @-I' ' - - THE USE OF A NATURALLY DURABLE WOOD OR WOOD THAT 15 PRESERVATIVE TREATED IN 1 ett Residence Pro,er T::e Toe::::Resoe^ce Reoo t date: 10/00115 SITE WORK THE USE OF A WITH NAPA D. Dora l,,e^ani°• L:',AVGA C,Irre Jobs\ANCA Uns gned Projects\TIbett Res,oe^ce- Page 1 of 1 svI. STAKEOUT 15 TO BE t±I<FORMED BY A LICENSED SURVEYOR. STAKING AND LAYOUT ARE a•WOOD JOIST OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER .ithc,n;\PDrlResc^e�rc< THAN 15 INCHES OR WOOD GIRDER WHEN CLOCER THAN 12 INCHES TO EXPOSED TO ESTABLISH ALL LINES AND BENCHMARKS AND VERIFY ALL GIVEN DATA ON DRAWINGS. GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE ABOVE COMPLIANCE PANEL. F T1 A PROCEEDING. A5 PER N.Y.STATE RE51DENrIAL GODS SECTION NI101.9 A COI'Y O IN CASE OF DISCREPANCY,RECEIVE CLARIFICATION FROM ARCHITECT PRIOR TO PERIPHERY OF THE BUILDING FOUNDATION. CERTIFICATE SHAL EE POSTED ON OR IN THE ELECTRICAL DISTOIIB PANS Tr$ b.ALL SILLS OR PLATES THAT REST ON CONCRETE OR MASONRY EXTERIOR WALLS CERTIFICATE SHALL NOT COVER OR OBSTRUCT VISIBILITY OF THE CIRCUIT DIRECTORY AND ARE LESS THAN 8 INCHES FROM EXPOSED GROUND. 1 V 5 Willow Point Rd LABFJ_,SERVICE DISCONNECT LAE;1.OR OTHER REDURZED LA£FJs. 2. EXCAVATE AND BACK FILL FOR WORK INDICATED'ON DRAWINGS,STOCKPILE TOPSOIL OBTAINED FROM STRIPPING BUILDING SITE AND STOCKPILE ALL EXCAVATED MATERIAL AT cCONT AND WITH THE GROUND ON A GONGRES P MASONRY SLAB THA IS IN DIRECT • CONTACT WITH THE UNLESS SEPARATED FROM SUCH SLAB BY AN IM � Southold �Y �` THE SITE. PERVIOUS MOISTURE BARRIER. d.THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE NOTE: 3. NEW AND EXISTING BACK FILL MATERIAL AND TOPSOIL ARE TO BE FREE OF WEEDS, TREE WALLS HAVING CLEARANCES LESS THAN 0.5 INCH ON TOPS, SIDES AND ENDS. l FLASH ALL ROOF VENT ROOTS, ROCKS AND DEBRIS. °.WOOD SIDING,SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING t PENETRATIONS(TYPICAL) 4. ALL SURPLUS MATERIAL THAT IS UNSUITABLE FOR BACK FILL MATERIAL SHALL BE HAVING A CLEARANCE OF LESS THAN 6 INCHES(152 mm) FROM THE GROUND. REMOVED FROM THE SITE f.WOOD STRUCTURAL MEMBERS SUPPORTING MOISTUREPERMEABLE FLOORS OR I ; ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY I ! 5. PROTECT ALL TREES WITHIN 25' OF THE BUILDING AND THOSE AS INDICATED TO REMAIN SLABS,UNLESS SEPARTED FROM SUCH FLOORS OR ROOFS BY ANIMPERVIOUS _IV_ - - - - WITHIN 50' OF CONSTRUCTION AREA - PROVIDE PROTECTIVE CONSTRUCTION FENCING AT THE MOISTURE BARRIER. ; ; 4" VENT THRU ROOF 4" VENT THRU ROOF- - 00D FURING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY g.W DRIP LINE OF ALL TREES TO REMAIN. TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW i G. PROPER APPROVAL MUST BE OBTAINED BEFORE COVERING(BACK FILLING) ANY GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER 15 APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. 10-06-2015 Issued for Bldg.EXCAVATED WORK, Permit 14. SUBTERRANEAN TERMITE CONTROL METHODS. METHODS OF PROTECTION SHALL BE ONE I 7_ NO BACK FILLING OF FOUNDATION TO TAKE PLACE WITHOUT THE INSTALLATION OF THE OF THE FOLLOWING METHODS OR A COMBINATION OF THESE METHODS; 4" - FIRST FLOOR FRAMING SYSTEM IN PLACE AND WITI-40UT PROPER BRACING OF WALLS. NO I. CHEMICAL TERMITICIDE TREATEMENT AS PROVIDED IN N.Y.STATE RESIDENTIAL , MACHINES TO RIDE WITHIN 10' OF FOUNDATION WALLS AFTER BACK FILLING 15 COMPLETE. CODE SECTION R320.2 I 2. TERMITE BATING SYSTEM INSTALLED AND MAINTAINED ACCORDING TO THE 5. ALL BEARING SOIL 15 ASSUMED TO BE OF A SANDY WELL DRAINING MIX WITH A MINIMUM LABEL. € SOIL BEARING CAPACITY OF 3,000 LB5/S.F. NOTIFY ARCHITECT IF SOIL CONDITIONS VARY 3. PRESSURE PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH THE AWPA MASTER BATE FROM THOSE ASSUMED HERE PRIOR TO INSTALLATION OR COMMENCEMENT OF THE WORK. STANDARDS LISTED IN THE N.Y, STATE RESIDENTIAL CODE SECTION 3101.1. ADDITIONAL PLUMBING FIXTURE BREAKDOW N is 204 ---^) '�` 4. NATURALLY TERMITE RESISTANT WOOD AS PROVIDED IN SECTION R320.3. Ii I 11. ---- . 1.-- - -,... F01. SITE TO REMAIN FREE OF ACCUMULATED DEBRIS. A DESIGNATED PARKING AREA FOR 5. PHYSICAL BARRIERS A5 PROVIDED IN SECTION 8320 i1. I WORK VEHICLES AND UNLOADING AREA SHALL BE SET UP SO AS TO MINIMIZE DISTURBANCE FIXTURE QUANTITY I 15. PROVIDE COPPERt'.ASHING PANS UNDER ALL EXTERIOR DOORS AND WINDOWS. I I ( TO THIS SITE OR ADJACENT NEIGHBORING SITES. 16. SUPPLY G.F.I. OUTLETS IN ALL BATHROOMS,GARAGES,UNFINISHED BASEMENTS AND IN ) WATER CLOSET 2 -.I I i 10. ALL MATERIALS STORED ON SITE SHALL BE ELEVATED FROM GRADE 50 AS TO LOCATIONS WHERE AN OUTLET 15 WITHIN 6' OF A WET BAR SINK OR KITCHEN SINK. TUB 1 12 I I/2" I { I/2" I I/2" ELIMINATE CONTACT WITH WATER AND TO BE PROTECTED WITH TARPS. 17. PROVIDE EXTERIGR G.F.I. WEATHERPROOF OUTLETS AS INDICATEDON PLAN. ii 3" 1 I 3" GENERAL NOTES C L , t LAVATORY 3 I I8. SEPARATE CIRCUIT„ SHALL BE PROVIDED FOR APPLIANCES AS REQUIRED. { I LAV LAV I. BUILDING 15 TO BE DESIGNED AS A PARTLY ENCLOSED BUILDING IN AORDANCE WITH THE I BUILDING CODE OF N.Y. STATE. GLAZED OPENING PROTECTION FOR WIND BORNE DEBRIS 15 I . THE THERMAL INSULATING MATERIAL FOR CEILING FLOOR ASSEMBLIES 15 TO BE 8" J I TSB �-� I THEREFORE NOT REQUIRED BY GORE. THICK "SEALECTION SGC' OPEN CELL SPRAY FOAM INSULATION, MANUFACTURED BY !I 4. .....,r..,m .�,«� u . <-, ...,.x.• , .�-.x. .•,.._. _ ,. _..x 1, "DEMILAC USA" THE INSULATION HAS A THERMAL TRANSMISSION (R-VALUE) OF 3.81 PER I SHWR I 1/2" I 1/2" I - 2. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT INCH. THE THERMAL INSULATION MUST MEET THE REQUIREMENT IN ACCORDANCE WITH ASTM - _ T.O. 2nd FLOOR SUBFLOOR LESS THAN 5% OF THE FLOOR AREA OF ROOMS. THE MIN,OPENABLE AREA TO THE E 54. - - OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. 20. THE THERMAL INSULATING MATERIAL FOR WALL ASSEMBLIES 15 TO BE 3" THICK . } CI\s(ERE G . L- I I/2" 3"�$ "HEATLOK SOY" CLOSED CELL SPRAY FOAM INSULATION, MANUFACTURED BY "DEMILAC 1 �!i D�9 l • 3. THE FOLLOWING GLAZING LOCATIONS SHALL BE PROVIDED WITH TEMPERED GLASS; USA". { Q' J�NGENTC Qy 14 4 THE INSULATION HAS A THERMAL TRANSMISSION(R-VALUE) OF 6,6 PER INCH. THE y> y % '1' THERMAL INSULATION MUST MEET THE REQUIREMENT IN ACCORDANCE WITH ASTM E-84. s aQ =1 11 I A. ALL GLAZING IN DOORS AND SKYLIGHTS. r i 21. NOT USED. ,�1���\ o e .n: - I $. ALL GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR I �� ' 22. NOT USED, f i ' �`. O ,�� , `� WHERE THE NEAREST VERTICAL EDGE 15 WITHIN A 24" ARC OF THE DOOR IN A ��` I 3" CLOSED POSITION AND WHOSE BOTTOM EDGE 15 LESS THAN 60" ABOVE THE FLOOR. 23. APPROVED FIREBLOCKING MATERIAL SHALL BE PROVIDED TO CUT OFF ALL � 'wok�� o o04 P� CONCEALED DRAFT OPENINGS(BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN r NEW Y0 II T- - ---] G. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE EFFECTIVE FIRE BARRIER BET1' EN STORIES, AND BETWEEN A TOP STORY AND THE ROOF C; FOLLOWING GONDITIONS: SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE j - • FOLLOWING LOCATIONS; 11/2"I PONDER 2" I. WHERE BOTTOM EDGE OF GLAZING IS LESS THAN I THE FLOOR. 8 ABOVELOO . A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDED FURRED I I 101 I SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS;AS FOLLOWS; } I a1 4" 11. EXPOSED AREA OF AN INDIVIDUAL PANE IS GREATER THAN 01 S.F. I. VERTICALLY AT ALL CEILING AND FLOOR LEVELS. 1 Issued for Bldg. Permit 2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10'. i Q' LAV I I ( III. TOP EDGE GREATER THAN 36 ABOVE THE FLOOR. B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORZIONTAL b ' j SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. r 4 NO I Iv.ONE OR MORE WALKING SURFACES WITHIN 36" HORIZON. OF THE GLAZING. G. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF © 2015 AVGA ` 4. SEPARATION REQUIRED. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE THE RUN. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR EXIST'G. I SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" G.W.B. i 'FRESH-AIR T.O. 1st FLOOR SJBFLOOR AND ITS ATTIC AREA BY HORIZONTAL OR VERTICAL SEPARATIONS CONFORMING TO THF. COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS INTAKE © SECTIONS 83001 2.1 AND 83001.22. D. AT OPENINGS AROUND VENTS,PIPES DUCTS,CABLES AND WIRES AT CEILING AND PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHITECTS,PC. 3" A 110.0. FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME (AVGAJFORTHISPRoJErr,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS GRADE AND PRODUCTS OF COMBUSTION, ARF.SERVICES FOR T HE CSF.SOLELY will I RFSPECT'10 THIS PROJECT.UNLESS .......... ..... ......... A. VERTICAL SEPARATION: WHERE PARTITIONS ARE USED TO SEPARATE VERTICALLY OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE E. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES SEE DRAWING All. DOCUMENTS AND SHALT.RETAIN ALL,(OMMONI.Aw,STATUTORY AND OTHER • z AN ATTACHED GARAGE FROM A DWELLING OR ITS ATTIC, THE PARTITION ASSEMBLY RESERVED RIGHTS THAT THESE DOCUMENTS SNAI,I. NOT BE USED BY THE • C.O.� SHALL HAVE A 3/4 HOUR FIRE RESISTANCE RATING. EXCEPTION: PROVIDE 5/5" 24. WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF I OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THISn Q G.O. G.O. TYPE "X" GYPSUM BOARD ON THE GARAGE SIDE AND ONE LAYER 1/2",TYPE "X" A FLOOR/CEILING ASSEMBLY,DRAFTSTOPS SHALL BE INSTAI I F17 50 THAT THE AREA OF PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTIII RS. 6 E.H.G.I. GYPSUM BOARD ON THE OTHER SIDE. THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOP5 SHALL BE - Plotted: Friday,October 09,2015-9:32am By: , -U- O `}�� PROVIDED SHALL BE PROVIDED AS DESCRIBED IN THE RESIDENTIAL CODE OF NEW YORK { Y, crnesto II TO EXIST'6 !L B. HORIZONTAL SEPARATION: USED TO SEPARATE FROM ATTIC,SUCH CONSTRUCTION STATE SECTION 8502.12. DRAFTSTOPPING MATERIAL SHALL BE MINIMUM 1/2" G.W.B., 3/8" Pile: I,:\ANCA Current Jobs\AVGA Unsigned Projects\Tibett Residence-(Sowhnl• ',t SEPTIC SYSTEM I SHALL BE PROVIDED WITH ONE LAYER OF 5/8" TYPE "X". OPENINGS ARE ONLY WOOD STRUCTURAL PANELS OR 5/5" TYPE 2-M-W PARTICLEBOARD.DRAFTSTOPPING -1 - . - _._ ___.--,--. _ _. _----_..___ , ._=r, EXISTS. PERMITTED WHEN THE GARAGE 15 PROTECTED BY VERTICAL SEPARATION. SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE ' HOUSETRAP APPROVED BY THE BUILDING OFFICIAL. },..___..._.�....,_.ti..,_,_..:_,._,F�._�__,._..__,.__..._..�._.._., .�..,�....-1111.. 1111.•. I I CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8302.2 (I) I. General Notes CONTRACTOR NOTE: GROUND SNOW WIND SEISMIC DESIGN SUBJECT TO DAMAGE FROM ICE BARRIER FLOOD I LOAD UNDERLAYMENT HAZARDS ' Plumlpin i ..1Sel Dia o SPEED (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE REQUIRED THIS DIAGRAM IS FOR SCHEMATIC PURPOSES ONLY. t 20 psf READ 32" MIN. TO TOP OF MODERATE TO 1 ALL WORK IS TO CONFORM TO LOCAL CODES GOVERNING JURISDICTION. MIN 30 psf USED 120 B SEVERE FOOTING _HEAVY YE5 NONE 1 ' - CONTRACTOR TO REFER TO THE GENERAL NOTES SECTION OF THIS 4 PROJECT FOR ADDITIONAL INFORMATION. a;._-_11_11 .. ..,,.'.`n, ..r;.:.-aw _.R•^s.::�„.:U,vc-.r .._._.5 ,F,,,,,-111,1.-..�:. .,:.n-tnrc ..,. _.. _.r.?c^Liars=2r..rii"..+Y•?,-.:m•o--.•-+• ft t I { Schematic Plumbing Riser Diagram NOT TO SCALE 1 i 1 I i I f , i ' l ' / I , . if SITE DATA 1 i ii . ,"\-,,, i „: . . Residence R-40 Dtstrlct(Town of 5olithhold -Zoning Gode) 1 \ ::::‘ ':i, , ‘ Tax Map* 1000-56-05-25 • / i 6 ` moo, gg2-;::::\ RESIDENCE I 1 REQUIRED PROVIDED , v� 8 LOT AREA 40,000 s.f. 11,118 s.f. X / 11N, ��I "'rcn1T < LOT WIDTH 150 ft. 11.5 ft. / l ® ® 5 ill A 1 LOT DEPTH 115 ft. 148.13 ft. 1 / �)°I62p�� ” SETBACKS / l X hf 1 .�. I FRONT YARD 50 ft. 40.01 ft. / 1 / _ 51D1= YARD 15 ft. 11.30 ft. BOTH YARD YARDS 35 ft. 33.15 50 ft. ` REAR YARD 15 ft. 51.11 ft. PJQST6. O (FROM BULKHEAD) eD\\‘‘ R LIVABLE FLOOR AREA 850 s.f. 4,434.64 s.f. 1 / Kr 1 t E. BUILDING HEIGHT 35 ft. 00.00 ft. i i I _ � _m DRAINAGE� 1' ' (MEASURED FROM AVG. 7- / -O N q ry 10 ( 11 A �{ 1 GRADE TO MIDPOINT OF ROOF) / �_ . EXI5T'6. 9 rlr CONCRETE �' m`° ®\ 8 I PAVERS ick\ / ' I ! & ASSOCIATES '' ' LOT COVERAGE CALCULATIONS 1 \ — —I \ . _ ___ ____ ___ ___ f.,s aft 0 1 � T 0. TOTAL LOT AREA : 11,918 s.f. �Y `H I ' / / c>ACI`Iy ��C�S , , / 20% ALLOWABLE COVERAGE : 5,511 s.f. I EXISTING PROPOSED TOTAL / - / $ - HOUSE 2,1cI5 s.f. 326."14 s.f. 3,121.14 s.f. u� 75LD„ I - EXIST'6 BACK DECK 348 s.f. - 341.14 s.f. v. I / �Q I R>;q • �' ° Seven Main Street Suite A ildI FT8 RYARD / Ln ' -EXIST'G SHED IOO s.f. REMOVED 0 s.f. I / �Gk , _ w Cold Spring ��arbor, ICY 11724 ZONE AE / I ( ., \ (EL. 6) /° I �� — — ®,;a, ;�'_ 8 P:631.367.UU5U F:631.367.6636 TOTAL LOT COVERAGE 3,469.48 s.f. . CZ EXIST4/ i ''6. I // J W00}D DECK • SURVEY DATA OBTAIN M PROMS PREPARED BYt / RAISED 611 I GiambertoneArchitects,com F'PGONIG SURVEYORS,A.G. WOOD / / GRADE ABovE a PLATFORM N / / — I fl�";— 2.O. BOX EL I I EXIST&2 STORY 10 s 1230 TRAVELER STREET 4 / I 1 y 17 ( � �ouTFIOLD,NEW YORK ng11 D / FRAMED R 5IDc'TCE I I S� (6 �— (650165-5020,FAX(650 76,5-1717 DATED: AUGUST IT,2015 - DEQ 04-123 / FJCiST'G STONE i i / F.F.ELEV.+q 8' 7 -0...:, _o-.+....u...._q"vn..._...... .._. ,.. .y...._vy...._:i, .....\ '�v WALK TO i i I / 07\ _ c !.. _ 1 E REMOVED i .v, I REMIT 1 / ''F ........... ..-•-...,.......,,,,.... .....................•-•...........,,..........--”,*-,. . .. r.. ...: . ... w......._. ..... ....� < . 1 //0/ t NTE AZD 1.../1111 ZONE X ` i` ,� TBA' K ` ti 36IO3GO158H e I s lig " \ \\ XI 40'-2,1/2" ,�,� Ii t t o .An / / \ i t 11 +ab' * 1 % — ® Tibett Residence GONCRETI+ / / t PAVERS / / '�. ..N 1 �`� 4o'-ISS° / FRDPOYI=D MA50NeZY % ILIMIO, !�/ PATIO ON GRADE/ 1 ``�`� • 10'\\N, — - __ _.‘.. . / O = 111 G1 _ I 185 Wellow Polnt Rd. vc,- / 6 / r • Southold d, �,Y / C I F'ROP05ED EXISTING ASPHALT I i ill ( l ADDITION DRIVEWAY WITH I \ I �\ COBBLESTONE GL TO I REMAIN \ /N\ I ii 1 \ L ‘ t\ _x, 1 0 1 G - \ 1 I '!.,,!c 10-06-2015 Issued for Bldg. Permit I . ' FJGIST'6 FLAG POLE \ N !- D / , , r o-. Grade \ 6 SCALE : 1" = 20' \ j___,0 �\ .� • 0� c �� CENT 'Si n— II°ao'ao° w N e X _ —X 1 �.�i� x ,/4�I; ,-�1,� �a AVE 6E GRADE EXISTG SHED TO LOCATION EXISTING GRADE ELEVATION \8 BE REMovED , . =N •om :". -'� � � 2p80a 4- 'q, ' 3 eek" +8.6' Q SOF NEIN � .Bee +8.1' + 8.01' !A s aru s: 17, TOTAL + 35.1' Issued for Bldg. Perrn:it + 35.1' !4 ( OF LOCATIONS) = + 8.18' ', AVERAGE GRADE ELEVATION = + 8.18' 4/ , rN � �• �' '•I '. ` © 2015 AVGA Site Plan C/% ._.._ , TIIE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS ,,,.._. .__._,-. ,..•,,,., ,.,,,...._._...,... , �� , PREPARED BY ANDREW V.GIASId1:R'IOIvF.AND AS50CIATF.S,ARCHITECTS,PC 1 : (AVGA)FOR Tl1ISPROJECT,ARE INSTRUMENTS OF AVGA. TIIESE DOCLMENTS ARP.SI,RVICIS FOR T HI USC SOI.I.LY WITH RISPI:CT TO THIS PROJI:Cr. U\I.l.SS bO O 1 (YIHF,RIY'ISP. PROVIDED, AVGA SHAI,I.BP.DFF\iFD THE AUTHOR UI''I'EIFSE SCALE: 1" = 10' `+. f O DOCUMENTS AND SFIALL RETAI\' A1d.COhtONLAW,SFATLTORY AI�DOTHE;R RESERVED RIGHTS THAT THISIi DOCUMENTS SHALL NOT BE USED DY FIll: 0 OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS o� PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS 1� t Ii Plotted: Wednesday,October 07,2013-2:34pm By: ernes:o File: L:\AVGA Current Jobs\AVGA Unsigned Projects\Ttbctt Residence(Southol ) ® � iyi E. ts . De 4 I :-. Site Plan I 1 , , 1 . .,...= '`�-.EIe,. • as noted I , ` e.f.s. W'.1\5‘5:;°1?*4-C° t i i S' I) l 0 � i 7 NOTESi {(Q� • . S • I, DRAWlN55 ARE NOT TO BE SCALED,WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE. ALL DIMENSIONS TO FACE OF STUD. y s, 2• DATUM ELEVATION HA5 SEEN ESTABLISHED TO BE O'-0'o TOP OF FIRST > . ,, FLOOR FINISH FLOOR.ALL ELEVATIONS ARE TAKEN FROM THIS POINT.TIME 1 I ".'0 '` NUMBERS BEAR NO RELATION TO ACTUAL U.5.06.6D. S.ALL FINISH FLOOR MATERIALS TO BE FLUSH OR PROVIDE GRADUAL - „, `=! • TRANSITION N FINISH MATERIALS OF VARYING HHIGHTS. 4.ALL INTERIOR PARTITIONS AND FLOORS TO F EIVE SOUND ATTENUATION ” ^ BATT IFiSG�..ATION. '� ' 5.ALL HABITABLE SPACES SHALL BE PROVIDED WITH LIGHT AND VENTILATION I ` AS PER RESIDENTIAL CODE OF NEN YORK STATE. R-U'ER TO SECTION 8303. 'a `:P < 6.HABITABLE SPACES SHALL MEET EGGRE55 AS PER RESIDENTIAL CODE OF WIN YORK STATE. REFER TO SECTION R3I0. '`,.:, DENOTES HARD WIRED SMOKE wlNDow TAG -SEE DRAG wHtl.l :.;2;' SSD DETECTOR EGRESS UNITS HAVE HATCHED TAG V tt iI EXTERIOR DOOR-TAG SEE r 000 HARD WIRED CO2 DRY*DETECTORSch2.l Q ' INTERIOR DOOR TAG -SMSCRULE N r. _ — i , mIGAL VENTILAON Min.SO IRIMMa?OPENING,TAG �-1� V. �� — ROOM OS!OI ROOM TAG Sr SCHEDULE THIS PAGE •• . ERT ON1--1.1,F.7,., , _. . 7 1II � J , � ANE # i GIAMB ___F 717_ 3'-bS/411 31-6/411 BB & ASSOCIATES I I - - - I 17------- • r : • -�- 1112fil �1a TOS. CRIT ECTS I +O-I •y:. TA.FT6 in I WITCH EXis 6. to TGH EXIs76. t m-� :r � Seven Main tree — �L - - � t, StuteA — y • 1 Cold S rin Harbor, NY 11724 4'-I" — — —I E Spring . I P:631.367.0050 F:631.367.6636 I 1 I _____if = 1 - {- EXIST'O SLAB GiambertoneArchitects.com I 1 F I TO REMAIN t AREA OF NEW 4°SLAB I • 4) ON GRADE w1wy� �j i r ( I 6/6-NI.4XV4I 4 AT DATUM; �! EL.O'-0' ON STONE OVER EXIST 6. 1 OD _ .......__..• ry.': :. .�.: -w._ 177:7,77.,7,. ........_ _. .........._______ ....____ 21-63/41 ..1' 03/4° 5,-III 41_011 II-V" -( T.O. NEW FOOTING / <' e / f--� c). "‘' ,i''' TO ALIGN WITH tr 44 , EXlsrn 51_AB I I i �11 — _ _ — _ _ — _ _ _ _ 1- - :r; TibettResidence �.° T.O. SEAS �— T.O. SLAB /f MATCH EXIST G, I �: -01_g11 f %// t HOUSE SLAB e •:•,;••!..;;:,••,,,, EXIST'G SLAB TO REMAIN I _ O DATUM ELEV.._ +Q.6' 1 11 EXIST(5 SLAB ; T.O. 1st FLR. FIN. (+0'-o'9 i TO REMAIN 185 Willow d ' � Point • I fi.n ;L at �- - Southold NY ' ! a ,: ; T.0.NALL f T0.NALL I. O3' : I 8.-�2t, 6'-'i" y = L ,''i. -0'-4 3/4' I I ALIGN YI/i A. ( I EXIST16.HOME SLAB T.O. SLAB I T.O. SLAB /// MATCH EXIST'G u� t ' _ .. r. HOUSE SLAB , N O 9 (V.I.FJ u I .a:a L L.> I e. '':� I HSI 4° SLAB ON GRADE I ( E' I 10-06-2015 Issued for Bldg. Permit W l*1 6/6-WL4XNL4 TO `. -T— I I : : I MATCH EXISTING GARAGE SLAB ELEVATION.SLOPE I — >< ': °' * 1 �� TO DOOR :A- I 1 I - o I I I . m� I I . ; -= I I I ' ED (�R qq li ` { ��� CENT C'Si N It-2) "-F-\II 1 II 11 13)..:41i I II 1-01-4 3/4 m4 ., 11 ••... 1 L A.. 1 . m TD.WALL TDWALL I I '';` r- —J 1 .„41.4,00.,,,,t, ,,,,.„,,,,,,,. p I -I'-6 3/4' -I'-5° I TOwALL - ��-`�•. �� 2080 pP� �� NEW ALIGN!N/TO. ALIGN - O t EXIST'G.HOUSE - -a 10'-6" /..____. 10-O7II 5'-I" 4'-O" • AA B It © Iliiir Issued for Bldg. Permit 4 NOTE SM DH's.ALIS FOR FOUNDATION STRUCTURAL.DETAILS t 4111 I ' °."'.. Y 3 © 2015 Sven II I ! THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.CIAMBI.RTONEAND ASSOCIATES,ARCHITECTS, PC. i i (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTCS ARE SERVICES FORT lIE USE SOLELY\r'IIil RESPECT TO THIS PROJECT. UNLI.Ss OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF TIUSI. i! DOCUMENTS AND SHALL RETAIN ATI.COM MONLAW,STATUTORY ANDOTHI-It .1 RESERVED RIGHTS THAT THESE DOC(ALENTS SHALL NOT HIE USED BY 'I HE - ' 4:3 d OWNER, OR OTHERS, ON (SIIII.R PROJECTS FOR ADDITIONS TO THIS ! ,' f PROJECT, OR FOR THE COMPLEXION OF TI IIS PROJECT FOR OTIIERs. IPlotted: 'Thursday,October 08,2015-4:16pm By: ernesto • . File: I.:\AVGA Current Jobs Unsigned Projects Residence-(Southol 1,1\ ' • First Floor Plan SCALE: 1/4" = 1'-0" __�. _ I foundation Plan I Proposed Addition. ' ', . ......„..„. . . scale: as noted (itaWili e.f.s. • F :i. . 1 ,, . • , : • . i • ,,. _ I' 1 L✓ t II 1 THE WORK SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH THE STRUCTURAL REQUIREMENTS OF THE RESIDENTIAL CODE OF THE I ,. 5-Bdxt 1/2' NAILS •y STATE OF NEW YORK EACH SIDE INT❑ 2 THE STRUCTURAL COMPONENTS HAVE BEEN DESIGNED FOR THE FOLLOWING I I EACH RR AND STUD 4-160 TOENAILS FROM SIMPSON LSTA30 STRAP NAILED INTO EACH { EACH RAFTER INTO RIDGE RAFTER. STRAP 15 REQUIRED WHEN RAFTER LIVE LOADS: i �`"a I LENGTH EXCEEDS 5 FEET. ROOF: GROUND SNOW AT 20 PSF (30 PSF MINIMUM) 4. F%1(9IRST FLOOR: 40 PSF SECOND FLOOR: 40 F5F . ROOF RAFTER, SEE PLAN ATTIC W/LIMITED STORAGE: 20 PSF ' `��J ATTICW/0 STORAGE: 10 PSF a s. ,,, •.�� `• Id �j , 1T E STRUCTURE HAS BEEN ENGINEZRLD TO RESIST LATERAL,UPLIFT,AND OVERTURNING FORCES Y FROM RIND LOADS IN ACCORDANCE WITH ASCE 1-05 'MINIMUM DL'9IGN LOADS FOR BUILDING5 AND • 1104 OTtl STUGT SE S"FOR A PARTIALLY ENCLOSED STRUCTURE WITHOUT'KW V BOURN DEBRIS PROTECTION , 1Vinc oressJres are ccicJlated 'n acccrea-ice wi:n ASCE 7-05: �4 SIMPS❑N STR❑NG-TIE H2A (ALIGN RAFTER W/ STUD) Qz=.00256 Kz Kzt Kd V V I (Eq 6-15) q Kz = .70 for Exposure B, Z=25 ft height above grade (Table 6-3) ALTERNATE TO STRAP: Kzt = N/A (site does not meet requirements for hilly terrain as defined by 6.5.7.1) PROVIDE 2X6 COLLAR TIE Kd = .85 (Table 6-4) W/ 8-120 NAILS AT EACH RAFTER V = 120 MPH ( Nominal design wind speed - 3 sea gust) I = 1.0 (Building Category II) (Table 6-1) az = .00256 (.70) (.85) (120) (120) (1) = 21.9 PSF P = Design wind pressure = Oh (G Cp - G Cpi) (Eq 6-18) RAFTER BEARING ON INTERIOR WALL I STRAPPING AT ROOF RIDGE AND HIPS 14 G CO = +/- .55 (Figure 6-5 Partially Enclosed) c I G Cp is determined from F.g 6-10 for the MYERS and Fig 6-11A and C Not For p DNTS AI.Os . 3/4"=IO" ' I.Os Componets and cladding !21/-�� I IT. COMPONENTS AND CLADD1N6 DE51614 WIND PRESSURE: i 5-8D NAILS ZONE HIND PRESSURE(PSF) I 208/-ebb � �-� � / 2 208,=42? GIAMB F RTO "� RAFTER, SEE PLAN(ti / , 5 51.5/-54.0� , A145 -45.0 5 51.8/x.5 � A OVER IAN6(GORNEr� -51.0 I & ASSOCTATHIS2 6 OUR GGER IG," O GI SECURE CEILING J015T TO � I ® / 3 THIS WORK HAS BEEN DESIGNED TO BE SELF-�.�I1F'PORTIN6 AND STABLE AFTER THERAFTER .E 4-1G0 OISTS oa CONSTRUCTION HAS BEEN COMPLETED. THE STABILITY OF THE STRLGTURE PRIOR 1 SECURE SHEATHING TO SIM: .,ON H2.5A CLIP AT TO COMPLETION IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR THIS ' EACH OUTRIGGERRESPON51,BUT EXTET S TO ALL ASPEGta OF THE EC.11ORIJGTION ACTIVITY ® Q ���� ��� QSECURE ATTIC JOIST TO / DOUBLE TOS' PLATE WITH INCLUDING,BUT NOT LIMITED To,JOBSITE SAFETY ERECTION METHODS,ERECTION 1 1RAFTER W/ 8-IG, NAILS 8D NAILS 3" O/G. - 2X6 WA!E STUD SEE > ,T1cA1GE,T>=riPORARY BRACING AND SHORING,use of EBY THE AND SIMILAR • C TRUCTION PROCEDURES. REV1EN OF CONSTRUCTION BY THE ENGINEi IS 4 �� 13/AI.65 FOR STRAPPING Nat For CoN>ORMANGE WITH THE DESIGN ASPECTS ONLY,NOT TO REVIEW THE AT ATTIC FLOOR CONTRACTOR'S CONSTRUCTION PROCEDURES. • 4 SEE ARCHITECTURAL DRAWING FOR AL1 DIMENSIONS AND ELEVATIONS. Seven Main Street, Suite A SEE ARCHITECTURAL DRAWINGS 5IMPSON H2.5A HURRICANE TIE FOR ACTUAL ROOF CONDITION SECURE SHEATHING TO DOUBLE TDP/ REQUIRED AT EACH RAFTER ( 2 FOUNDATION NOTES t PLATE WITH SD NAILS ® 6 o/G. WHERE NOTED at PI ANJ • Cold Spring Harbor i i. 11724 TYPICAL STRAPPING AT GABLE END ROOF 12 I THE FOUNDATIONS HAVE BEEN DESIGNED TO REST ON INORGANIC, UNDISTURBED CLASS GH OR GP 3/4"=1'-O" A1.05 AND MEETING IL OR THE REQUIREMENTS MINIMUMK HAVING A BS BETTER T SLE P:631.367.0050 F:631.367.6636 ' 1/ / .NOTE: INSTALL TIE ON THE OUTSIDE FACE OF THE TOP 1615.11 OF THE NYS BUILDING GODS. NOTIFY ARCHITECT IF 501E CONDITIONS VARY FROM 1 PLATES 50 THAT IT IS IN PLANE WITH THE WALL SHEATHING THOSE ASSUMED HERE PRIOR TO INSTALLATION OR COMMENCEMENT OF THE WORK • ICs 2 THE BOTTOM OF EXTERIOR FOOTINGS NOT ON SOLID ROCK SHALL BE AT LEAST �iambertoneArch.itects.com TYPICAL RAFTER TO PLATE CONNECTIONII 3'-6" BELOW FINISHED GRADE.FOOTINGS ON LEDGE SHALL REST ON BROOM CLEAN SOLID ROCK. IF THE SLOPE OF THE ROCK SURFACE EXCEEDS I ON 6, SIMPSON H2.5A CLIP AT I [, THE FOOTING SHALL BE DOWELED TO THE LEDGE WITH 3/4 STEEL RODS DRILLED SECURE SHEATHING TO EACH RAFTER (2 CLIPS NTS AI.O� . DOUBLE TOP PLATE W/ 2 - i 10 INCHES INTO THE ROCK SURFACE AT 2 FEET ON CENTER. - ROWS SD NAILS ® 3" 0/C WHERE NOTED ON PLAN) 3 IN AREAS REQUIRING FILL,THE FILL MATERIAL SHALL BE A UNIFORMLY GRADED • ROOF BEAM, SEE PLAN /..] • POST, SEE ROOF MIXTURE OF SAND AND GRAVEL WEIGHING NO LESS THAN 120 PCF DRY DENSITY J IS" MIN WIDE STRIP 3-Sd OR 2-I6d TOENAILS FRAMING PLAN OF SHEATHING AT TOP ® EACH STUD INTO PLATE AFTER COMPACTION IN PLACE. THIS MIXTURE SHALL BE UNIFORMLY GRADED HAVING NO STONE GREATER THAN 3 INCHES IN ANY ONE DIMENSION,AND WITH 51MPSON COG r DO NOT USE END NAILS. .o#(0111 POST GAP LESS THAN 10%,BY HEIGHT,PASSING A#100 SIEVE. THE FILL SHALL BE PLACED I/2 PLYWOOD WALL SHEATHING o� .• LSTAIB STRAP W/ (TYPICAL AT ALL STUD TO ���`` IN MAXIMUM LIFTS OF 8 INCHES BEFORE COMPACTION. EACH LIFT SHALL BE W/ SD NAILS ® 6 0/C, AT ` 7-IDD NAILS EACH END. COMPACTED WITH APPROPRIATE EQUIPMENT TO A MINIMUM OF 45% OF ITS MAXIMUM EDGES AND 12" 0/C, AT PLATE CONNECTIONS) ` • ° ° SEE ROOF FRAMING PLAN FOR DENSITY AT OR NEAR OPTIMUM MOISTURE. A SOILS TESTING LAB,HIRED BY THE • PANELS. BLOCK ALL EDGES. e ° NUMBER OF STRAPS REG2'D. OWNS SHALL TEST THE MATERIAL BEFORE AND AFTER COMPACTION FOR J1 11 o - -- 1 o ° - CONFORMANCE WITH THIS SPECIFICATION. NO LIFTS SHALL BE PLACED WHEN WEATHER CONDITIONS ARE SUCH THAT THE MOISTURE CONTENT OF THE FILL '110 [ ' CANNOT BE PROPERLY CONTROLLED. IN PLACING AND COMPACTING FILL AND �� BACKFILL MATERIAL,DO NOT DAMAGE NOR DISPLACE CONCRETE WORK ALREADY IN ' TYPICAL STRAPPING AT ROOF MOM BY CONTACT FROM COMPACTION MACHIN-FRY,BY SUBJECTING IT TO I ett - OVERTURNING OM HEAVY COMPACTING LOADING,OR ANY OTHER CAUSE. BRING Residence 3/4"=I'-O° Al.05 PILL AGAINST SUCH CONCRETE AT THE SAME RATE AS THE REMAINDER OF FILL, COMPACTING UNIFORMLY ON BOTH SIDES USING HAND OPERATED TAMPERS. ATTIC BEAM, SEE PLAN - 4 THE SLAB-ON-GRADE SUB-BASE SHALL BE STONE OR TRAP ROCK PASSING A 2 INCH _ SIEVE AND RETAINED ON A 1/2 INCH SIEVE. ,,f0% i I I ROOF ATTIC/ROOF POST DETAIL • SIMPSON ABU 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR LIMITING POURS TO MINIMIZE A1.05 SHRINKAGE CRACKING. IN GENERAL,HALLS SHALL NOT BE POURED IN VY ,1 I ow Point d. POST BASE NTS V v CONTINUOUS LENGTHS EXCEEDING 40 FEET AND SLABS NOT EXCEEDING 20 FEET WITHOUT CONTROL JOINTS. THE LOCATION AND CONFIGURATION OF JOINTS EXPOSED TO VIEW SHALL BE COORDINATED WITH THE ARCHITECT. 1/16" 055 WALL SHEATHING VV --�- Aly . 1 • 8D NAILS 0 6" 0/C, AT EDGES 2X6 WALL STUD (ALIGN W/ Southold �� AND 12" 0/C, AT PANELS. STUD BELOW OR USE TWO STRAPS) �- I/2"0 ANCHOR BOLT OR 6 MINIMUM ANCHOR BOLT REQUIREMENTS FOR ATTACHMENT FL T OF 5UPERSTRUGTURE TO , FOLIOATION SHALL BE A5 FOLLOWS ASS MINS A DOUBLE SILL PLATE(UNizz DETAILED O'MERNISP): BLOCK ALL EDGES.--.-- .•ADHESIVE ANCHOR CRAW:. SPACES AND SLABS ON GRADE: 5/8" 4 AT 32"0/C MAX 3-160 NAILS 1 i6" O/G -CET 16D NAIL 0 24" 0/C BASEMENT: 5/5" 0 AT 32" 0/C MAX (TYP AT ALL PLATES TO JOISTS) TYPICAL EXTERIOR POST 8 SD NAIL 6" 0/C, SIMPSON E5TA30 AT CORNERS, AT ALL PANEL EDGES `D ANCHOR B;LTS A MINIMUM OF 8 INCHES INTO GONGRI=TE OR GROUTED ' WINDOWS, AND 32'"O/G (EVERY OTHER IGD NAIL m 24'" O/G-\ 15/32" 055 OR MASONRY. INSTALL BOLTS WITHIN 12 INCHES OF END OF SILL PLATE ON ALL STUD) AT SECOND FLOOR AND ALSO OTHER 1. 4 FOOT MIN SHEATHING AT ATTICS NTS AI.00y PLYWOOD SHEATHING EXTERIOR HALLS. PROVIDE 3"X3"X3/Ih" HASHER PLATE ON ALL ANCHOR BOLTS PROVIDE 3'HOOK ON BOLTS. ADHESIVE ANCHORS MAY BE SUBSTITUTED FOR ANCHOR BOLTS. ATTIC FLOOR GABLE ENDS / • • • TJI FLOOR JOIST • '''>-< v{ 1 SIZES AND LOCATIONS OF ALL REQUIRED EMBEDDED ITEMS FOR ALL TRADESSUCH 10-06-2015 Issued for Permit 1 0 IV /L___ AS ANCHOR BOLTS,PIPING,SLEEVES,HOLD DOWN ANCHORS,ETC. SHALL BE Prepared COORDINATED BY THE GENERAL CONTRACTOR WITH OTHER TRADES. P by: HEADER, SEE PLAN SD NAIL 0 6" 0/C e. B. STEP FOOTING A MAXIMUM OF I FT VERTICAL ON 2 FT HORIZONTAL. PLACE LOWER Kelly Engineering 4-IGd FAGS NAILS FROMI MINIM AT ALL PANEL EDGES HDU2 HOLDOWN W/ 2 FOOTING FIRST. 4 Ocean Ridge Blvd N 14" LSL RIM JOIST - KING STUD INTO HEADER il� 87 NAIL ® 12" O/G AT ALL STUDS, SEE PLAN FOR REQ'D LOCATIONS NOTES Palm Coast FL 3213 - 5-IOD NAILS MIN. �I� MEMBEI.S NOT AT PANEL EDGES- - 386-283-4685 THROUGH PLYWOOD INTO PROVIDE TJI BLOCKING ® 32" O/G Ili „ >� x 1 CONCRETE FOR FOUNDATIONS,FLOOR SLABS, AND SLAB-ON-GRADE SHALL BE NORMAL HEIGHT MESON LSTAI2 STRAP WU 5-IOD • 15/32 055 OR .. GYPSUM BOARD CONCRETE AND SHALL DEVELOP A COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 J WALL STUD (TYP) AT TWO END BAYS WHERE JOISTS ARE KING STUD 11 NAILS EACH END AT EACH JACK STUD PLYWOOD SHEATHING DAYS. CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4",MINIMUM - '`t' I f PARALLEL TO WALL. SECURE SHEATHING I CEMENT CONTENT OF 560 LBS/GU YD.,AND A MAXIMUM SLUMP OF 4 INCHES. • TO BLOCKING W/ SD NAILS 0 3" 0/C) JACK STUDS, SEE ' 2 CONCRETE EXPOSED TO THE WEATHER,SUCH AS THAT USED IN FOUNDATION ''. _, HEADER SCHEDULE HALLS AND EXTERIOR SLABS,SHALL CONTAIN 6%ENTRAINED AIR. • 2X6 WALL STUD OR PLAN FOR INSIDE CORNER OUTSIDE CORNER QUANTITY ``; �- PLAN VIEW PLAN VIEW 3 REINFORCING STEEL SHALL CONFORM TO ASTM A-615,GRADE 60. ° 4 PROVIDE I I/8"XII/4"DEEP SAW GUT CONTROL JOINTS AT 20'0/C MAXIMUM I I/4" X 225A STRAP FROM BOTTOM EACH HAY IN ALL BASEMENT,PORCH,AND GARAGE SLABS ON GRADE. CUT JOINTS OF EACH JACK STUD TO STUD BELOW WITHIN 24 HOURS OF PLACING THE SLAB. TYPICAL STRAPPING AT SECOND FLOOR 4 3/4"=1'-O" AI.OS AT 2ND +3RD FLOORS, SEE 1/5.1 EXTERIOR CORNER WALL FRAMING 6 5 PROVIDE 2-45 BARS OVER AND 2-#4 EACH 510E of ALL OPENING IN WALLS. BARS 12 3/4"=I'-O" AI.OS TO BE 1 1/2" CLEAR OF AND EXTEND 12 INCHES PAST OPENING. e DETAIL ALSO APPLIES AT ATTIC FLOOR OF GABLE END HALLS 6 CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM HATER Issued ffor permit TO CEMENT RATIO OF 0.45. TYP HEADER DETAIL ® EXTERIOR WALL 5 1 PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: © 2015 AVGA NT5 AI.05 CAST AGAINST SOIL 3" EXPOSED TO HEATHER(FORMED) 1 1/2" THE COPYRIGHT DRAWINGS,SPECIIICA'FIONS, AND OTHER DOCL)IEN•:S NOT EXPOSED TO WEATHER I" PREPARED BY ANDREW V.GIAICBER•TONCAND ASSOCIATES,ARCITTI'F,U1S,PC. 1: II (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCL VENTS 8. ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR ARE SERVICES FORT I IE USE SOI ELY IfTTI I RESPECT TO TINS PROJECT. LNLES' I iii _ PLACEMENT OF CONCRETE A5 SET BY THE A.G.I. OTHERWISE PROViDP.D, AVGA SHALL BP.DEEMED THE AUIT{OR Or THE•T DOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND 0 I HI!' moi' SECOND FLOOR EXTERIOR 0RESERVED RIGHTS THAT THESE DOCLME.NTS SHAM. NOT BE USED BY T1,I DOUBLE STUD Z 4. ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 OWNER, OR OTHERS , ON OT'HI-R PROJECTS FOR ADDITIONS TO T,i. " C WALL, CONTINUE SHEATHING TO FIRST FLOOR t DEGREES F.AND RISING MIN. 1PRCiJE• ' OR FOR THE COMPLETION OF TlliS PROJECT FOR OTIU_R' < ' C; SIMP5ON HDU2 HOEDOWN 2-I/4"cP X 4"LG LAG SCREWS I 10.NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. Plotted: ('-- By: ill File: I _ ®I INTO EACH JOIST (IG, O/G) z II. NO ADDITIVES SHALL BE ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. -11 © SD NAILS ® 2" 0/C INTO PLATE I I/4 LSL RIM 13!7-\\ S /151415.41h:IMISM92121:111TA, 12.PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. = EXTEND SHEATHING - _ - ---- -_---- - - �'� O ._.. ._._.. _ . . _... .:.. . ...... r .. - ,_ . .__ .__�>r _i 13.PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN I, L'' TO OUTSIDE WALL _ THE FOOTING AND FOUNDATION WALL,AS NOTED ON PLANS. • �� i Notes • • /$400 3ROWS SD14.PROVIDE WALL REINFORCING A5 INDICATED ON TtE STRUCTURAL PLAN. and �� z<F t LA_ NAILS SO 6" 0/C, 15.PROVIDE BITUMEN EXPANSION JOINTS BETWEEM SLABS AND FOUNDATION WL°J_LS. �� INTO RIM BD IG,.PROVIDE WELDED WIRE MESH REINFORCED IN SLABS A5 INDICATED ON iFfE DRAWINGS. I + • SIMPSON SSTBIbANGHOR BOLT j-r i= eta�ls OR 5/5."(1) ADHESIVE ANCHOR W/ `1 3/4" PLYWOOD BLOCKING #5. ALL FOUNDATION WALLS,FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL 5' MN EMBEDMENT AT EXISTING I I t1BE COATED WITH AGBJRDN GPT-2000 A5 PER MANUFACTURERS SPECIFICATIONS, I FOUNDATION WALL z as iitytcd , BLOCKING SIMPSON ISIS STRAP I8.CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK) TO BE SENT TO A U AT EACH JOIST TESTING LAB TO BE BROKEN OPEN AND TESTED AT'f, 14 AND 28 DAYS RESPECTIVELY. BEWTEEN JOISTS z NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO - REQUIRED HOLDDOWN LOCATIONS DESIGNATED "HD" ON SECOND i EJBMIT DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE FLOOR FRAMING PLAN (BOTTOM OF FIRST FLOOR STUDS) N - 2X6 STUD tg 16" 0/C, DELIVERED. • EXTERIOR WALL ALIGN W/ JOIST #7. ALL CONCRETE TO BE POURED MONOLITHICALLY,WITHOUT COLD JOINTS,UNLESS SHOWN _ OTHERHISE OR PERMISSION 15 OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO - PLACEMENT. 20. INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO HELPED TYPICAL HOEDOWN DETAILS Anti SECTION AT OFFSET EXTERIOR WALL 2 SECTION AT 2ND FLOOR OVERHANG 3 M Fr APPLYRFIBERS� MIX NS. GARAGE AT'°`ND IN AGE SALABSS Do NOT HAVE Al c/ Os NTS AI.OS NTS AI.Os 3/4"=I'-D" • I,0 FIBERS AND HAVE YELPED HIRE MESH. -- `I `' 4j_ j-- . „,..,.., _ _ _ -,..., � ��- ,.,., r_ _ 7 _ _ __TiI :„.---.7:::: 1r------ 1 1 . ,-t- \ , . . . .o ., • ._lair I r- — -, IC _[ . i_ _ _i — — — EXISTING F THD HD •• FOUNDATION • �i. . -LL— _ — — _ ,. . ,,.x - 'HD HD• , I / /ff" F __I • EXIST'G SLAB K TO REMAIN A W V0 INEW 4" SLAB ON GRADE a�,.,__.... W/WWF b/b-114X114 AT I DATUM EL.6-11. ON STONE GI HI T O E • OVER EXISTING S I EXISTING — — — _ ,, ' ASSOCIAT HIS :, FOUNDATION i SAW GUT CONTROL JOINT __ — 9 8 I • -FIELD VERIFY Al.is ". &Is I EXIST SLAB GUT EXISTING SLAB AND A CHIT CTS .c. .' T I CONDITION. ADD SLAB BELOW'XD" DEEP NEW POT I /-EXISTING FOUNDATION 1 I <4' <4 WALL _ _ _ J - — Seven Main Street Suite A %'' 1 �® Cold Spring Harbor, NY 11724 1/ I I L i EXIST'6 SLAB ON GRADE AT DATUM EL.O'-O" TO REMAIN I P:631.367.0050 F:631.367.6636 ,, EXIST'6 SLAB I 3 TO REMAIN r 8 l GiambertoneArchitects.com ____J—1---- • 1 F___ _____ ____ _ _i -+ fs" Dm,x 8" WIDE THICKENED' 12......... . I I f I SLAB Y4/2-#4 BARS . ... .. .. .. . .... . NEW 4" SLAB ON GRADE W/ I NEW 4" SLAB ON GRADE7—EXISTING • WWF 6/6-11.4X11.4 TO MATCH W/ +IF 6/6-101/411.4XWI.4 AT FOUNDATION • 1 I EXISTING GARAGE SLAB % MDATUM EL. O'-O" WALL ELEVATION. SLOPE TO DOORS. //////. SAW U,7 CONTROL JOINT FVEIFY I I s 5 __ - I I - I EXISIELDT SLARB • ,, Al.ls "CONDITION. A1.15 I 1 . D 1 l— I I •HD HD • ' I . TibettResiderke i :o o j_ . . 1 b I Willow 4 NEW 4" SLAB ON GRADE * I gl1 L I ___I Point Rd. W/WWF 6/6-11.4.4^;1.4 tt AT EL. -O'-5'" I .HD � — Southold• , NY , First Floor Slab and Foundation Plan • CC . . . • SCALE : 1/4" = 1'-0" PROVIDE 5/8"el, BOLT INTO FOUNDATION FOR SIMPSON HDU2 HOLDOWN AT LOCATIONS INDICATED "HD" ON PLAN,SEE DETAIL I/AI.O5 CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS NOTED ON PLAN AND NOTIFY 10-06-2015 Issued for Permit THE ARCHITECT AND ENGINEER OF FINDINGS BEFORE PROCEEDING WITH WORK. m i TACKLE • Kelly red by: 104 4" SLAB ON GRADE STORAGE 6A -4" SLAB ON GRADE P,E Ocean4 Ridge Blvd • STORN /WWF 6/6-11.4X1.4 105 105 W/ WWF b/b-41.4XI.4 105 Palm Coast FL 3213 . GARAGE EXISTING SLAB x 105 386-283-4685 \ .,,.-•,,, • .,' .. . d #4 BAR----......., ON GRADE ON GRADE -• , \ \ - . o ! . .� • #4 CUT EXITING n /�-o��-�� #4 BAR / AFI Iir , ,: a d,.' ' '�^f:,�'' / V ' BAR - i.ii:if! SLAB ON GRADE AAA's 2-#4 BARS A� � i=.... A.! ��Chti, f�� :W. . . 2-#4 BARS ♦ i-�-�-i, ,er..:.! . ! 4 CRUSHED ROCK ..,-;. .._ ORU5THED ROCK „..-,..,,....,.-,.:-..• ONE OR STONE / 1'-O" / 'cop e SECTION 7 SECTION 8 SECTION Issued fpermit 3/4"=1'-0" Ails 3/4"=1'-O" At.is 3f4"=1'-0" Al.ls SIDE ENTRY HALL TACKLE RM. 103 © 2015 AVGA 104 3"X3"X34," WASHER 2-2X6 AGO PLATE ' 2-2X6 ACO PLATE E4" SLAB ON GRADE 2-2X6 ACO PLATE I THE COPYRIGHT DRAWINGS ,SPECIFICATIONS, AND OTHER DOCUMENTS GARAGE PL READ AT ALL W/ 5/g"Q� ANGHIOR Y�/sig„� ANCHOR IV KV b/6-1 11.4X1.4 W/5�g"� ANCHOR PREPARED BY ANDREW V.GIAMBERTONE.AND ASSOCIKITS,ARCHITECTS,P.C. (AVGA;FORTIESPROJE.CT,ARE INSIRUMENTS OF AVGA. THESE DOCUMENTS ANCHOR BOLTSSHEATHING CONTINUOUSARE SERVICES FOR T I IE USE SOLEA'mil I RESPECT TO THIS PROJECT.UNLESS 105 EXISTING SHEATHING CONTINUOUS BOLTS ® 2'-�"O/G BOLTS 4'-0” 0/C BOLTS ® 2'-8" 0/C rnTIERWISE PROVIDED, VGA.SHALL.BF.DEEMED THE AVITIOR Or IHrsr. 2-2X6 ACO PLATE STUD WALL TO DOUBLE SILL PLATE. �, TO DOUBLE SILL PLATE. llOCUMENTS AND SHALL RETAIN ALL COMMONLAW,STATUTORY AND OTHER SHEATHING CONTINUOUS VEIRIFY VEATHINE 4 SLAB ON 5RADE 4 SLAB ON :RADE 4 SLAB ON GRADE RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT DE USED BY THE 'O DOUBLE SILL PLATE. W/5/6"4) ANCHOR 2-#4 BARS 8" STEMWALL BEYOND CONTINUOUS TO SILL I EXIST SILL PLATE SECURE 1/2 ROWS 8D W/WWF 6/6-111.4X1.4 #4 W/WWF 6/6-11.4X1.4 SECURE 1/2 ROWS 8D Y�V WWF 6/6-11.4X1.4 OWNER, OR (nHERs , ON OTHER PROJECTS FOR ADDITIONS To THIS SECURE W/2 ROWS 8D BOLTS a 2'-8" O/C a STEM/NALL BETWEEN GARAGE DOORS r G NAILS ® 4"' O/G - NAILS ® 4" OIG ;, PROJECT, OR FOR TILE COMPLETION OF THIS PROJECT FOR MUMS. /7 BEYOND PLAT. SECURE!N/ �+D W/54"4) ADHESIVE BAR �,_ • NAILS 0 4" O/C- 4 SLAB ON GRADE 4 SLAB ON GRADE NA ILS 3" O/G-� ,\ - #4 #4 BAR .e_Im \ . ref ANCHOR a 2-8 O/G - - 1 W/ WWF b/b-11.4X11.4 W/WWF b/b-WI.4Xl.4 +� >-{ 4 �t BAR `�. fid: GARAGE 4" SLAB ON GRADE '�< Plotted: - By: Ge sem. .:...00 ko I BAR-�o / �c 1/ WWF 6/b-11.4X1.4 I °' ... i \ File' -- #4 105 0 V BAR -\ _ ' \ _\ , `� \ #4 BAR v I \ \ ;o EIli 1-- 1 / I 4-#4 DOWELS 'i � BAR COMPACTED �— BAR COMPACTED • COMPACTED FILL FirstFloor Slab ® STEMINALL - EXISTING � FILL FILL COMPACTED BEYOND FFOOULNDATION L X z FILL , COMPACTED z z �- Foundation Play FILL _ 5,. 8., - 5„ - 5 8" m S, 8„ `� / / i 5„ 8,. 5„ 8„ ,!� / / m 2X4 KEY cn 2X4 KEY m / 2X4 KEY 2X4 KEY as noted en 2X4 KEY 2X4 KEY --\\ 2-#4 BARS, 1 f 2-#4 BARS, 3" GLR TOSSOIL 3" CLR TO SOIL = 2-#4 BARS,7 _ 3" GLR TO SOIL - O o s� O o _ 3" GLR TO SOIL 0 3" GLR TO 501E • O \ \ \ \ • \ \ \ - \ r I, 1.-6,, 1 I.-be J, 11-6" J, !-b I 79 / il' 1 / / D I S SECTION I SECTION @ GARAGE DOOR AI - SECTION 3 • SECTION @ DOORS 4 I SECTION 5 SECTION b • 3/4"=1'-O" AI.Is 3/4"=1'-O" AI.IS 3/4"=I'-O" AI.15 3/4"=I'-O" ALIS 3/4"=I'-O" ALIS �3/4"=1'-O" i : .r ~f ,i } / ` GENERAL CARPENTRY $ LUMBER NOTES I STUD BEARING WALLS,SHEAR WALLS,AND ROOF AND FLOOR DECKS SHALL BE FRAMED A • r717'.----- 1::F{ / � WITH THE MEMBER SIZES AND/OR TYPES AT THE SPACING,SHOWN ON PLAN. THE / Li CONTRACTOR SHALL COORDINATE LOCATIONS OF ALL PLUMBING PIPING,HVAC. DUCTINGE 4T,— AND RECESSED LIGHTING FIXTURES,ETC. PRIOR TO LAYOUT TO MINIMIZE INTERFERENCE THAT MAY REQUIRE THE ALTERING OR STRENGTHENING OF THE INSTALLED FRAMING. • 2 WALLS SHALL BE INSTALLED STRAIGHT AND PLUMB. FLOORS SHALL BE INSTALLED • ` ,,,,,: f ■ „?......_. , I LEVEL AT THE PROPER ELEVATION. ROOFS SHALL'BE INSTALLED AT THE PITCHES \..\. - a INDICATED ON THE ARCHITECTURAL DRAWINGS. ~' 3-2X4 \ ''� i(� j�� V y — POST ! POST 3 JOISTS AND RAFTERS SHALL BE INSTALLED DIRECTLY OVER BEARING STUDS UNLESS — — — 1 Akts$4•••$y '— UP 3.5" qya" ML LUSH OTHERWISE DETAILED. ;, � �-• L��� - -�-I - - - EXIST'6.TOREMAIN — — __ — — — —..—_ _.r -, � ��� POST • '� I SID . " X W ML FLU_5H ill' L_ _ UP o 4 JOISTS SHALL BE SUPPORTED LATERALLY AT EACH SUPPORT BY FULL DEPTH SOLID HD 231 4Z; i� - H_2 - I ' :. ! BLOCKING,TWO INCHES IN THICKNESS, EXCEPT 14-ERE JOISTS ARE SUPPORTED BY A •Risp ,� W W� FLUSH HEADER OR NAILED TO A RIM JOIST. '"` �. <- /� ' 5 PROVIDE A MINIMUM OF TWO STUDS AT EACH END OF ALL FLUSH FRAMED HEADERS • OR BEAM,L7JLES5 MORE ARE INDICATED ON PLAN. PROVIDE ONE JACK STUD (TWO AT .> E..... P®5 i FIRST FLOOR) AND ONE FULL KING STUD AT EACH END OF ALL DROPPED HEADERS 0 - \ - UP EXIST'°TO REMAIN p UNLESS OTHERWISE INDICATED ON PLAN. ' ` 0 N O O J O OPEN TO ROOF A N D R , [�: T ' -, N 6 FLUSH FRAMED CONNECTIONS SHALL BE MADE WITH PREFABRICATED GALVANIZED STEEL l ,1 1�I ® \ x IL Pk \ -� -7 I POST HANGERS MADE BY SIMPSON STRONG-TIE,CO., INC.OR KANT-SAG CONNECTORS BY U- w 'd I UP UNITED STEEL PRODUCTS CO.OF WIDTH AND DEPTH APPROPRIATE FOR THE \ STORAGE 106 14.0 • X EXIST'° BOILER RM. SUPPORTED MEMBER. INSTALL WITH THE TYPE AND QUANTITY OF FASTENERSG-IAJ\'IB FRTONE - 105 1 ,. -- - - - -- - RECOMMENDED BY THE MANUFACTURER. USE STAINLESS STEEL CONNECTORS AND I FASTENERS AT EXTERIOR APPLICATIONS IN CONTACT W/PRESSURE TREATED LUMBER. • 1 STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH & AS TAT E-CONCRETE OR MASONRY SHALL BE SOUTHERN YELLOW PINE NO. 2 OR BETTER ACQ \ \ 1 9 H-2� / ( I PRESERVATIVE TREATED WOOD IN ACCORDANCE WITH APPLICABLE AWPA STANDARD _,__ 1 CI,02,C.3,04,CR,014,GIS,016,022,025,024,028,051, 035 AND M4. PRESERVATIVE SHALL CONFORM TO AWPA PI/P15,P2,P5,P8 AND Pq. F- CTS1 4S L____ i EXISTING BEAM I _,. H-2 (F1ELD�RIFYT _ ARCF[IT ° R— 8 BUILT-UP MEMBERS OF THREE PLIES OR LESS SHALL HAVE ADJACENT PLIES NAILED II I I TOGETHER WITH TWO ROWS OF NAILS AT 12" O.G.(IOD COMMON NAILS FOR I-1/2" nA. PLIES, I2D COMMON NAILS FOR 1-3/4" PLIES). BUILT-UP MEMBERS OF MORE THAN FJ-20 FJ-20 I I 3 PLIES SHALL BE ASSEMBLED WITH 1/2" DIAMETER THRU BOLTS AT 16" D.G. 11 . _ - - _ - - - - - - - - - - STAGGERED UP AND DOWN WITH 2 INCH CLEARANCE AT TOP AND BOTTOM EDGES. Seven Main Street, Suite A .4-2X(� w' EXIST'°. TO REMAIN q FLITCH BEAMS ARE TO BE ASSEMBLED WITH I/2" DIAMETER THRU BOLTS AT 16" O.G.,I e- STAGGERED UP AND DOWN, WITH 2 INCH CLEARANCE AT TOP AND BOTTOM EDGES. Cold Spring Harbor, NY 11724 3.5" X 004 ML FLUSH ® ® I ASSEMBLE FLITCH BEAM WITH BOTTOMS OF WOOD PLIES AND STEEL PLATE FLUSH. I2OS �POST POST P:631.367.0050 N tL lO EXTERIOR END WALLS OF CATHEDRAL CEILING,SPACES SHALL.BE FRAME WITH STUDS F:631.3�7.663(� . P UP = o RUNNING CONTINUOUSLY(NOT SPLICED) FROM FLOOR TO ROOF. 3S" X qy4" ML FLUSH I d ® IA I I II CONTINUE ALL BUILT UP POSTS DOWN TO FOUNDATION. PROTIDE BLOCKING WHERE POSTS SIT ON TJI JOISTS OR OVER DROPPED HEADERS. UP 5T TACKLE RM. UP PO5T - (� FIELDS 511E \ GiambertoneArchitects"com I®3 EXIST POT - ! 12. ALL LUMBER AND CONNECTIONS SHALL BE IN ACCORDANCE WITH NEN YORK STATE BUILDING I I CODE AND ALL LOCAL CODES HAVING JURISDICTION AND WITH THE NATIONAL DESIGN - / FJ-21 I \ SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENINGS. LUMBER IS TO BE • REPLACE EXISTING BEAM W/ EXISTING, BEAM + FURNISHED AND INSTALLED W/ALL FASTENERS, SADDLES,HANGERS,ETC. REQUIRED TO • _ C 5.25" X ML (FIELD VERIFY) (FIELD VERIFY) _ � _ COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH III • --IL-IN AND TIGHTE'NE!? AGAINST STEEL WASHERS OR PLATES. JOIST HANGERS AND CONNECTORS AND 0 0 3.5" X qY4" ML FLUSH = HARDWARE MUST SE INSTALLED IN ACCORDANCE WITH BUILDING CODE REQUIREMENTS AND A5 - EE] FJ-20 Ni _.HHUSS_>0/10 •- - : __....._.. POST / PER MANUFACTURER'S SPECIFICATIONS. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED UP POST / Q HANGER HU410-2 HANGER / OR SPECIFIED,THEY SHALL BE FURNIJHLD IN ADEQUATE NUMBER AND SIZE AND SHALL COMPLY UP • Otn IL �, _ WITH THE "RECOMMENDED NAILING SCHEDULE' ACCOMPANYING THESE SPECIFICATIONS. - . is w O p > �1 p / — 13. ALL ROOF AND WALL SHEATHING SHALL BE EXTERIOR CDX GRADE,EXPOSURE itI WITH RE N n I pl —1 in 1 EXTERIOR GLUE,AND SHALL MEET THE REQUIREMENTS OF THE LATEST EDITION OF THE U.S. r \ w 1 s a► O �f I I w_ — — — _ ! AND SHALL BE IDENTIFIED WITH THE APPROPRIATE GRADE GARAGE \ to v w PRODUCT STANDARD P5-I, " 104 I w I I Q — — — — TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. SUB-FLOOR PLYWOOD TO BE 3/4 I 1 NI I — — — — EXIST'°.TO REMAIN L:irI! THICK,WALL SHEATHING TO BE T/I$" THICK.AND ROOF SHEATHING TO BE 5/4" THICK. NO OSB \ R AX I yam ! TO BE USED WITHOUT FIRST OBTAINING WRITTEN PERMISSION FROM THE ARCHITECT. „ 1 HD Hp,t7K Z4 KIT0HEN w)L1 i — — — — I 14. ALL MOOD POSTS,RESTING ON TOP OF CONCRETE WALLS,SHALL HAVE "SIMPSON" OR Tibett Residence 3.5 X�4 ML FLUSH v ti)- O w I �d — — — il - • D :�.�»X .h�fL�LL�M `�� u� X � � X [ EQUAL POST BASS THAT DO NOT ALLOW Not For GoNTAGT BETWEEN COLUMN AND CONCRETE. HD 7 F— :ii Si 0 a — m p • �, ��r :, A -5-‹ w I Q X IS. FASTEN. RS AND HANGERS,ETC.TO BE "SIMPSON"OR APPROVED EQUAL IN SIZE AND • H-3 —— — — — — H-3 — — — I GAUGES A5 REWIRED AND INSTALLED AS PER MANUFACTURERS SPECIFICATIONS. ■ LI cl °� I ENTRY/ IR H'� A IS. PROVIDE APPROVED WOOD BRIDGING AT WOOD CEILING,JOISTS 8'-0"O.G. MAXIMUM 3.5" X aY4' ML FLUSH i SPACING. SECURE BOTTOM OF BRIDGING AFTER SUBFLOOR HAS BEEN NAILED. NO METAL ♦ I POST Q1 POST OI - •I , h_--- ;� I CROSS BRIDGING,SHALL BE USED. • ' UP UP y Willow Point Rd. `� l I _ __ #6. hbOD STUD WALLS OR PARTITIONS EXCEEDING 8'-O" IN HEIGHT SHALL HAVE HORIZONTAL I � —P — �< I■ WALL BRIDGING OR BE ADEQUATELY BRACED AT INTERVALS NOT EXCEEDING 6'•O° AT THE 1/2 Southold NY HP 4-2X4 OR 3-2X10 OR 2-2X12 MIN - POINT VERTICALLY IN AN APPROVED MANNER. 3-2X6 POST EXISTING HEADER OR lb. PROVIDE FIRE STOPPING AT THE HALF POINT AT ALL MALLS,PARTITIONS,FIREPLACES, • { H-4(FIELD VERIFY) COMPOSITE 1A1001, "I"-JOISTS NOTES CHIMNEYS,BETWEEN FLOORS,FLOORS AND GEILINCC,AND ALL OTHER CONCEALED SPACES. MAKE ALL JOINTS SMOKE TIGHT AS PER NEW YORK STATE BUILDING CODE. I I-JOISTS SHALL BE MANUFACTURED OF LAMINATED VENEER LUMBER TOP AND BOTTOM ALL CARPENTRY WORK SHALL BE PERFORMED IN GONFORMANGE WITH GOOD TRADE I/� �� :-"1-11),1'1 FLANGES AND ORIEN!ED STRAND BOARD WS BONDED TOGETHER WITH AN EXTERIOR RECOMMENDATIONS OF MANUFACTURERS AND IN CONFORMANCE WITH THE N.Y.S. I ADHEESIVE. APPROVED MANUFACTURERS ARE TRUS JOIST MACMILLAN("TJI"JOISTS), TILE,OPE, I• i {-� `��`�I I �� GEORGIA PACIFIC("GPI" JOISTS) AND LOUISIANA PACIFIC("LPI "JOISTS)• BIIILD!N�a CODE, INGLUD!N6 THE FOLLOWING:Sec®��- 1 �oo� ���1�•ll�� �3�11 ��1�1'Y ��1�.Y I/��� A. FASTEN SECURELY ALL PARTS OF CARPENTRY WORK IN THEIR PROPERPLACE AND A5 PER -�/1h&�� h �� ! 1 2 JOISTS SIZES ARE INDICATED FOR BOISE CASCADE(BCI) ON PLAN,ALTERNATE TJI ENCLOSED NAILING SCHEDULE. BRACE,PLUMB AND LEVEL ALL MEMBERS AND SECURE WITH 10-06-2015 Issued for Permit OR LPI SIZES MAY SUBSTITUTED AS FOLLOWS SUFFICIENT NAILS,SPIKES,AND BOLTS TO ENSURE RIGIDITY. SCALE : 1/4" = V-0" !-JOIST MANUFACTURERS SERIES DESIGNATIONS B.LAID JOISTS OR TRUCZZS OVER ANY BEARING TO BE SECURED TOGETHER. SECURE Prepared by: WIDTH(IN) TJ! BCI 1-PI DEPTHS(IN) BUTTED JOISTS WITH I" WIDE BY 18" METAL STRAPS AND TWD 8D NAILS TO EACH JOISTS. Kelly Engineering 1-5/4" 230 60005 30 ,I-I/2, II-/8 Engineering NOTES: 2-1/2" 360 60s 36 Il-/8, 14, 16 C. PROVIDE SOLID SURFACE AT ALL CORNERS AT LEAST I-1/4" WIDE, IN BOTH DIRECTIONS,FOR 4 Ocean Ridge Blvd N TOP OF 2ND FLOOR JOISTS AT EL. 11R154" 3-1/2" 560 qO5 56 II-1/8, 14, IS SECURING SUBFLOORING DRYWALL,ETC. Palm Coast FL 3213 386-283-4685 f DO NOT SCALE THIS DRAWING, SEE ARCHITECTURAL DRAWINGS FOR ALL 3 I-JOIST'S ARE TD BE STO1RED ON SITE ABOVE THE GROUND ON "STICKERS" UNDER D.PROVIDE SOLID BLOCKING FOR GROWN MOLDINGS,CASING,BASETRIM OR OTHER MILLWORK ) DIMENSION,ELEVATIONS,AND APPLICABLE DETAILS TARPS WITH ADEQUATE CLEARANCES TO ALLOW AIR CIRCULATION. I -JOISTS ARE TO AND CARPENTRY AS REQUIRED. . 1 BE HANDLED IN THE UPRIGHT POSITION. DO NOT WALK ON JOISTS UNTIL - • SEE DRAWING AI.O9 FOR FRAMING NOTES AND WIND STRAPPING MANUFACTURER'S RECOMMENDED TEMPORARY TOP FLANGE BRACING OR PERMANENT E. PROVIDE DOUBLE HEADER AS PER FRAMING PLAN AT WATER CLOSET DRAIN BENDS AND ' PB BEAMS TO BE FLUSHED FRAMED UNLESS NOTED DROPPED AS A HEADER SHEATHING IS INSTALLED. AT ALL VENT AND MECHANICAL OPENINGS 2" OR MORE IN WIDTH UNLESS OTHERWISE DIRECTED " '.rY ' ,4 -_ PB BEAMS MAY BE CONSTRUCTED AS POWER BEAMS OR MULTI PLY 13/4" WIDE ML'S BY ARCHITECT. ,r' •-0" ' `z 4 JOISTS OF THE PROPER SIZE ARE TO BE INSTALLED AT THE SPACING, INDICATED ON ' CONTRACTOR TO FIELD VERIFY ALL EXISTING FRAMING CONDITIONS NOTED ON PLAN FOR THE DRAWINGS USING THE MANUFACTURER'S RECOMMENDED DETAILS UNLESS F. ALL STUDS SHALL BE PROVIDED AND SECURED TO SUPPORTING MEMBERS IN STRICT MEMBER SIZE AND DIRECTION AND NOTIFY Tutt? ARCHITECT AND ENGINEER OF FINDINGS OTHERWISE NOTED ON PLANS. ACCORDANCE WITH "RECOMMENDED NAILING SCHEDULE" INCLUDED IN THESE SPECIFICATIONS OR J`.. ; `. C BEFORE PROCEEDING WITH WORK. REDESIGN OF FRAMING MAY BE REQUIRED IF EXISTING, A5 HEREAFTER NOTED` , 1-' , CONDITIONS ARE DIFFERENT THAN THE ASSUMED FRAMING SHOWN ON THE PLANS. 5 RIM JOISTS/BOX HAILERS ARE TO BE I INCH MINIMUM THICK RIM BOARD MEMBERS F.;.. MATCHING THE JOIST DEPTH MADE OF 055 OR LVL MATERIAL,SUCH AS (I) SECURE SOLE PLATES WITH IND NAILS Ib' O.G.THROUGH SUBFLOORIN6 INTO FRAMING PROVIDE SIMPSON HDU2 HOLDOWN W/5/8'0 BOLT INTO FOUNDATION AT DOUBLE STUD "TIMBEftSTRAND" MANUFACTURED BY TRUS JOIST MACMILLAN, "FIBERSTON6" MEMBER OR BLOCKING. END POST LOCATIONS INDICATED "HD" ON PLAN,az DETAIL I/AI.Os MANUFACTURED BY GEORGIA PACIFIC OR "INNER SEAL'BY LOUISIANA PACIFIC. d = CONTRACTOR TO COORDINATE JOIST LOCATIONS WITH LIGHTING, AND PLUMBING - (2) PLATES AND BLOCKING TO BE AT LEAST THE SAME WIDTH AS RELATED STUDS 6 DO NOT CUT OR NOTCH FLANGES. WEBS OPENING MAY BE CUT ONLY AS FIXTURES. PLUMBING FIXTURESW/DRAINS ABOVE ARE SHOWN ON PLAN. LOCATE JOISTS RECOMMENDED IN THEMANUFACTURER'S LITERATURE AND THEN ONLY AFTER (3)FRAMING,TO COORDINATE WITH THE WORK OF OTHER TRADES. ��� �� permit TO ALLOW FOR DRAIN INSTALLATION. ANY SINGLE JOIST MAY BE MOVED UP TO 4" CONSULTATION WITh THE ENGINEER. DO NOT BEVEL CUT THE TOP END OF THE JOIST FROM SPACING INDICATED ON SCHEDULE TO ACCOMMONDATE LIGHTING AND PLUMBING. BEYOND THE EDGE OF BEARING. (4) PROVIDE SOLID BEARING FOR ALL WIDTH OF FRAMING MEMBERS. 1 PROVIDE SINGLE "SQUASH BLOCKS' UNDER BEARING WALLS FROM ABOVE NAILED TO _--_ _ �� HEADER SCHEDULE: SEE SECTION 5/AIRS FOR THE JOIST FLANGES'MATCH THE DIMENSIONS OF THE SUPPORTING STUD BELOW. (5) UNLESS NOTED OTHERWISE PROVIDE DOUBLE HEADER AND TRIMMERS AROUND ALL JOIST SCHEDULE: ISTRAPPING,AT EXTERIOR HEADERS "SQUASH BLOCKS" ARE TO BE CUT I/I6" LONGER THAN DEPTH OF JOIST AND ARE OPENINGS IN SIZE TO MATCH ADJACENT FRAMING. © 2015 AVGA MARK JOIST SIZE MARK HEADER SIZE POST SIZE (EACH END) TO BE INSTALLED WITH GRAIN VERTICAL. T1IL coP:RICIIT DRAWINGS,sPu:Ir](sr11ONs, :wD o1'uER D(i.I.1II�., 6.SUB-FLOORING SHALL BE INSTALLED WITH FADE GRAIN ACROSS 'aUPF'ORTS;NAIL WITH BD PREPARED By ANDREW V-GIAMDFR'1'ONE.\ND ASSOCIATES,ARCM EMS, P(: FJ-2O q 1/2" 501-SO5 FLOOR JOIST 0 IG," 0/C H-I 2-2x6 DROPPED I JACK + I KING STUD 8 DOUBLED I-JOISTS ACTING AS HEADER AND TRIMMER SEAMS ARE TO BE COMMON NAILS 6"O.G.ALONG SUPPORTED EDGES AND IO" O.G.AT INTERMEDIATE SUPPORTS; (AVGA)FOR THIS PROJECT,ARE INSIRUME.NTS OF MICA. THtSF DOCCMI VIS 2-2x8 DROPPED CONSTRUCTED WITH SOLID FILLER BLOCKING NAILED BETWEEN THE JOIST WEBS. BREAK JOINTS IN ADJACENT=ARMS;LOCATE END JOINTS OVER SUPPORTS AND DRIVE NAILS ARE SERVICIESFOR TIIF ITil.SOIELY a1TI1 RESPECT TO THIS PROJICE. I NI I S', FJ-21 q I/2" 13C1-qOs FLOOR JOIST 0 IS" 0/0 H-2 I JACK + I KING STUD FILLER BLOCKING SHALL BEA COMBINATION OR PLYWOOD AND/OR 2X DIMENSIONEDOTHERWISE. PROVIDED, AVGA SH.AI.I.Dr.DEEMED THE AUTHOR Or 'I111,F FLUSH OR SLIGHTLY BELOW SURFACE. TYPICAL UNDERLAYMENT TO BE " PLYWOOD LAID IN DOCUMENTS AND SHALL RETAIN ALLCOiLMONLAW,STATUTORY .1ND011II.R GJ-8 2X8 CEILING JOIST 0 16" 0/C. H-3 5.25" X qyaIN " ML DROPPED I JACK + I KG STUD LUMBER OF NET WIDTH EQUAL TO THE JOIST FLANGE WIDTH MINUS 3/8 INCH AND A SUCH MANAER TO AVOID ALIGNING JOINTS WITH SUBFLOOR AND SIMILARLY INSTALLED. RESERVED RIGHTS TI�AT'rH1,S1: DOCU\IF'�'1S SHALL N07 DF USED lit 11-IL • H-4 3.5" X 4/4" ML DROPPED I JACK + I KING STUD DEPTH OF JOIST DEPTH MINUS 3 1/2 INCHES. INSTALL BLOCKING FOR FULL LENGTH OWNER, OR OTHERS , ON OT11CR PROICCiS FOR ADDITIONS TO I ILS PROJECT, OR FOR THE COMPIF.1ION OF THIS PROJECT FOR 011V''P POST SCHEDULE: - IN HEADER BEAMS AND 2 FEET TO EACH SIDE OF SUPPORTED HEADER IN TRIMMER H. ROOF SHEATHING SHALL BE LAID WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS; • BEAMS WITH I/8" CLEAR BETWEEN TOP AND BOTTOM EDGES OF FILLER AND JOIST LOCATE END JOINTS OVER SUPPORTS;STAGGER JOINTS;PROVIDE METAL "H' CLIP AT JOINTS AT MARK POST SIZE FLANGES. HAMMER NAILS THRU NEAR WEB,FILLER AND FAR WEB THEN CLINCH NAIL 510E5 OR PANELS WHEN SPACING OF SUPPORTS 15 GREATER THAN 16" O.G. Plotted: ____ By: �� N • DOUBLE STUD (UNLESS NOTED OTHERWISE ON PLAN) WITH 2 ROWS OF IOD COMMON NAILS AT 4" O.G. BUILD OUT WEB OF JOIST File: I _ - r SUPPORTING JOIST HANGERS FLUSH WITH FLANGES WITH MULTIPLE LAYERS OF PLYWOOD I. FURRING,WHERE REQUIRED TO BE TRUE TO LINE,NOT OVER 16° O.G. AND FASTENED SECURELY -- • AS REQUIRED. TO SUPPORTING SURFACE. q INSTALL JOIST WEB STIFFENERS WHERE INDICATED ON PLAN ON BOTH SIDES OF WEB SOLIr, SA 4N LUMBER NOTES .� •. .- -WITH 2 - IOD CLINCHED NAILS SET 2" IN FROM TOP OR BOTOM OF STIFFENER. STIFFENERS TO BE 1/2",5/8 OR I"PLYOD FOR 11/2 ,1 3/4" AND 2 I/4" I THE STPIJCTUAL WOOD STRESS GRADE STAMPED LUMBER SHALL BE GRADED AS {-�(M{N) WIDE JOIST RESPEGTIV BY 2 3/8" WIDE BY CLEAR WEB HEIGHT MINUS ��,® dF1o ' l¢ I/8". STIFFENERS TO BE SET TIGHT TO TOP OF BOTTOM FLANGE AT JOIST SUPPORTS ATTIC JOISTS AND RAFTERS: DOUGLAS FIR-LARCH OR HEM FIR NO2 AND TIGHT TO UNDERSIDE OF TOP FLANGE WHEN SUPPORTING WALLS OR POSTS FROM EXTERIOR WALL STUDS: SPF,DOUGLAS FIR-LARCH,OR HEM FIR NO2 ABOVE,WITHIN THE JOIST CLEAR SPAN. INTERIOR WALL STUDS: SPE,DOUGLAS FIR-LARCH,OR HEM FIR STUD GRADE • 10 JOISTS MAY BE PROVIDED IN CONTINUOUS MULTIPLE SPAN LENGTHS PROVIDED THAT NO 2 THE DESIGN OF THE DIMENSIONAL LUMBER MEMBERS AND THEIR CONNECTIONS I5 Frain Plan , , LOADING CONDITION CAN HAVE AN UPLIFT CONDITION AT THE END OF THE MULTIPLE SPAN JOIST BASED ON THE LUMBER HAVING A MOISTURE CONTENT AT THE TIME OF INSTALLATION OF #''T% OR LESS. ST ' Ce I UB IStL i COMPOST'E LUMP . (LVL AND PSL NOTES 3 JOISTS OR RAFTERS ARE TO BE INSTALLED WITH 'CROWN"UP (POSITIVE CAMBER) as noted AND WITHIN 1/2 INCH OF STRAIGHT,END-TO-END ALIGNMENT. ` I LAMINATED VENT_ LUMBER SHALL BE "MICRO-LAM" AS MANUFACTURED BY TRUE 4 SEVERELY DISTORTED(TWISTED, BOWED,CUPS,CHECKED,ETC.) LUMBER SHALL NOT JOIST MACMILLAN, "G-P LAM" AS MANUFACTURED BY THE GEORGIA PACIFIC BE USED. CORPORATION OR "GANG-LAM" AS MANUFACTURED BY THE LOUISIANA PACIFIC - CORPORATION. PARALLEL STRAND UJMIXR SHALL BE "PARALLAM" AS MANUFACTURED 5 NOTCHES IN THE TOP OR BOTTOM OF DIMENSIONED LUMBER JOISTS OR RAFTERS BY TRUS JOIST MACMILLAN. PROVIDE LVL'S IN 13/4"WIDTHS AS INDICATED ON PLAN. SHALL NOT EXCEED ONE-SIXTH THE MEMBER DEPTH AND SHALL NOT BE LOCATED IN 2 MINIMUM ALLOWABLE STRESS AND STIFFNESS CHARACTERISTICS SHALL BE AS FOLLOWS: THE MIDDLE THIRD OF THE SPAN. END NOTCHES SHALL NOT EXCEED ONE-FOURTH THE MEMBER DEPTH. BORED HOLES SHALL NOT BE WITHIN TWO INCHES OF THE TOP Pb = 2650 PSI Fs/-= 285 PSI AND BOTTOM OF THE MEMBER AND THEIR DIAMETER SHALL NOT EXCEED ONE-THIRD Fa = 1600 P51 E = 2,000,000 PSI THE MEMBER DEPTH. ' PEI = 750 P51 � .: ,- © E. V L.J A . -rte {q aN 4 ,\ p N / y 401 I{t \ / X \ I / \\ // 1.4 I...71 U I...I A .....1/'.r \ / „._ I ;s �►1 { �i� 5.5"XII I/4" PSL POST —�— \\ // IA, 4 •I — ► ; _.• lw�� ;;-..- ; r�.�, —_lit. t�, — _ a1� / AT + 2X4 G.1 0 I6\ / V• a[ -- ��-t 71:- 5i .4 2X6 R \ 111 / ro%�?� ,°11111111 0/C CUPOLA ABOVE \ F,�- / r 2X12 RA ^T 12 RAFT-- 13/8��l! SENT STL PL ?,i,-- NI • 4 /\ X c 2XI2 RAF-ER 12 RA // tNN IN _ RR-1241 , RR-12 / \ � m 2X12 RAF-ERI +2 RAFTER // \\ i ANDREW Vo ' :12 RAFT- , R .. / N MASTER BEDROOM -1 J / I N 202 --�� 2 12 RID1c ,' \,y0, ” "may/ %">;II' BENT 5TL PL /// N N N GIAJ\4B FRTONE X X — -- - - - / \ ASSOCIATFS• m m l lxll . 2-2X-if \ IRR-12 /RRIj / RR-la \VV \ - ri ti.1-1 ARCIIITECTS t4741 L-I MAS 1 ITTING u ° , 4+ _ _ ( RJ-12 / 2-2X6 POST / — -- — — •-, _ _ ._—___4)). ' I /' Seven Main Street, Suite A TO RIDGE I �_ / I / OI / FII Cold Spring Harbor, �Y 11724 • — GJ-8I , ) P.631.367.0050 F.631.367.6636 —C•••2 r - / GJ-8 J \ / I HIS CLOSET -- \ GiambertoneArchitects.com �/ 20s \ r { til -I MASTER BATH N } EXISTING BEAM \ f t FIELD VERIFY 1 i L CJ-8 2A5 x I ( ) —�7- N 2-2X12 Vi — r r- - -- i — � 0 I b I. 1 r x - - _ II) 1T � cst 1 I I L. .05 ' (c. \ g oC — — — — FOR STRAPPING 1 AT '/ RR-12 RR-12 � X — 1 — —— l { ,, HIPS AND RIDGES dI r• H CLOSET. I i - -- F ' - I a04 , .� / RR-12 N / RR-I2 1 NI -4' f / f RR-12 __a_ — — — /J u�1 0 T 4a / 61 _ ...... / , Tibett Residence . , 0 + 1 I I / RP-lav — - - -„t ,a � — — ti ..._ '. LI t I ,1. / H-1 _ .._._.____.. . . J /Jr - _ L _ _ - _ ow o t Ind. 4 Li__ — --- -- — — — — — — SECURE SHEATHING AT ROOFS LAP AND NAIL WALL SHEATHING W/SD DEFORMED NAILS ® 6" O/G Southold� Y EXIST RAFTERS EXIST RAFTER7 TO DOUBLE TOP PLATE, SEE DETAIL 7/AI.0s AT EDGES AND INTERIOR SUPPORTS . \ \ 1 SECURE SHEATHING AT ROOF INI` J I I OVERHANGS W/8D DEFORMED NAILS 0 4" O/G AT EDGES AND INTERIOR SUPPORTS 1`� 1`I 111 1� �I / Ili /,A 1 0-06-2015 Issued for Perrnit , Roof ramino- Plan I,���- i --I —(( _ _..__ (� �, '!.11 i Prepared by: . SCALE 1/4:, V-0" -. M ... 'll, — — RO Kelly Engineering . \ PROVIDE HALL SND STRAPPING 4 Ocean R>d e Blvd N li I f' ; I 0 CORNERS AND 2'-B"' 0/C AT SECOND FLOOR SEE DETAIL 4 I Palm Coast FL 3213 386-283-4685 iI NOTES: / SECURE WALL SHEATHING WITHIN 6 FEET DO NOT SCALE THIS DRAWING, SEE ARCHITECTURAL DRAWINGS FOR ALL \ OF GORNEP<S W/8D NAILS 0 6" O/C AT j DIMENSION,ELEVATIONS, AND APPLICABLE DETAILS EDGES AND INTERIOR SUPPORTS I SEE DRAWING A1.0s FOR FRAMING NOTES AND WIND STRAPPING SECURE WALL SHEATHING ALL BEAMS TO BE FLUSHED FRAMED UFILESS NOTED DROPPED ON PLAN / „ fr> ., ' W/8D NAILS 0 6 0/C AT EDGES AND ;,° '_)',1717`_ ' ''''' . PB BEAMS MAY BE CONST ICT,ED AS PONES BEAMS OR MULTI PLY 1 5/4" WiDE ML'S 1 12" 0/C AT INTERIOR SUPPORTS, -i --t'•` '' 4' BLOCK UNSUPPORTED EDGES '! ,; ° `' PROVIDE 2X6 ON FLAT NAILED TO LOW ROOF SHEATHING AT FALSE VALLEYS A ..I= "X"S INDICATES "X" NUMBER OF LSSTAIis STRAP W/7-I0D NAILS EACH END AT / — ,„0 TOP AND BOTTOM OF POSTS SUPPORTING ROOF BEAMS. SEE DETAIL 4/AI.Os S. I ' PROVIDE STEEL PLATE FOR FULL INSIDE SPAN OF BENT FLITCH PLATE BEAMS. SEE FRAMING PLANS PROVIDE) BOLTS 0 24" 0/C IN I(e"t? HOLES SET 2" FROM TOP AND BOTTOM OF FOR LOCATIONS OF 6' I LAP AND NAIL WALL SHEATHING TO RIM JOIST PLATE. PROVIDE FULL PENETRATION SHOP WELD AT BEND IN STEEL PLATES. HOLDOWNS REQUIRED SEE HALL DETAILS ON SHEET AI.Os CONTRACTOR TO FIELD VERIFY ALL EXISTING FRAMING CONDITIONS NOTED ON PLAN FOR ((�� for oMEMBER SIZE AND DIRECTION AND NOTIFY THE ARCHITECT AND ENGINEER OF FINDINGSSSU��.Rperm' ��BEFORE PROCEEDING WITH WORK. REDESIGN OF FRAMING MAY BE REQUIRED IF EXISTING SHEATHING NAILING ISOMETRIC • CONDITIONS ARE DIFFERENT THAN THE ASSUMED FRAMING SHOWN ON THE PLANS. NTS CONTRACTOR TO COORDINATE JOIST LOCATIONS WITH LIGHTING AND PLUMBING © 2015 AVGA , FIXTURES. PLUMBING FIXTURES W/DRAINS ABOVE ARE SHOWN ON PLAN. LOCATE JOISTS TO ALLOW FOR DRAIN INSTALLATION. ANY SINGLE JOIST MAY BE MOVED UP TO 4" NAILING SCHEDULE FROM SPACING INDICATED ON SCHEDULE TO ACCOMMONDATE LIGHTING AND PLUMBING. TUE COPYRI A ll AEW rch ,SP1 CIF.(A'F10NS, AND 01'IIE1i llOCI:1l[N:S PREPARED RY ANDRW V.GIA 1fBER'i'ONP.AND ASSOCIATTS,ARitcri F.C'1, Pd:. FASTI 1HG (abed) a (AVGA;FORTHISPROJECT,ARE INSIRU\LENTS OF AVGA. THESE DOTC.L: f N'IS ARE SERVICES FOR T HE USE SOLELY'RTTl l RESPECT Tt)TllSfS PROJECT.1 N[.I:SS PROVIDE H2 5A CLIP AT BASE OTHERWISE PROVIDED, AVGA SHAi.i.IIP.DEPMED THP, L FORYR Or 1141-ST RAFTER SCHEDULE t HEADER SCHEDULE SEE SECTION 14/Albs FOR I.JOIST TO SILL OR GIRDER THREE 8D COMMON. TOENAIL a.All nails are smooth-common,b0%or DOCUMENTS AND SHALL RETAIN ALLCOV(1fONLA�V,STATUTORY rlVDU1HI:R OF ALL RAFTERS, .LC 12/Alhs STRAPPING AT EXTERIOR HEADERS deformed shanks except where RESERVED RIGHTS THAT THESE DOCUMENTS SHALT. NOT BE USED BY THE 2.BI OGKIN6 JOISTS OR RAFTERS TO TOP PLATE THREE 8D COMMON. TOENAIL Otherwise stated. Nails Used for framing OWNER, OR OTHERS , ON OTHER PROJECTS FOR ADDITIONS TO 11I1S MARK RAFTER SIZE MARK HEADER SIZE POST SIZE (EACH END) 3.SOLE PLATE TO JOIST OR BLOCKING IGD AT 16"O.G. FAGENAIL _ and sheathing connections shall have PROJECT, OR FOR 1'IIE COMPLETiON OF THIS PROJECT FOR (MFRS. RR-I2 2X12 ROOF RAFTER 0 16" 0/C H-i 2-2x6 DROPPED I JACK + I KING STUD 4.TOP PLATE TO STUD TWO IGD COMMON. ENDNAIL minimum average bending yield strengths RR-8 2X8 ROOF RAFTER OVERFRAMING O IS" 0/C H-2 2-2x5 DROPPED I JACK + I KING STUD 5.STUD TO SOLE PLATE THREE SD COMMON OR TWO 16D COMMON TOENAIL as follows: 80(kst)(55I Mpa)Par shank Plotted: C-------- -� By: >< RJ-12 2XI2 ROOF JOIST 16" 0/C diameter oP O.#12'(20d common nail), File: — _�_ H-5 5.25" X 41'4" ML DROPPED I JACK + I KING STUD b.DOUBLE STUDS IOD AT 24"O.G. FAGENAIL 40 ksl(62OMpa)for shank diameters ~ 7.DOUBLE TOP PLATES IOD AT 24"O.0. FACENAIL larger than 0.142"but not larger than - POST SCHEDULE: D.TOP PLATES,LAP AND INTERSECTIONS TWO IOD COMMON. FACENAIL O.#61',and IOOksl(6W1Mpa) for shank diameters of 0.142"or less. _____.........._..._.. MARK POST SIZE q.CONTINUOUS HEADER,Tho PIECES 16D COMMON AT I6°O-C. ALONG 13,5E ® DOUBLE STUD (UNLESS NOTED OTHERWISE) 10.CEILING JOISTS TO PLATE THREE 8D COMMON. TOENAIL b•Not used II.CONTINUOUS HEADER TO STUD FOUR SD COMMON. TOENAIL c,Not used IZo o f Framing12.CEILING JOISTS,LAPS OVER PARTITIONS THREE IOD COMMON FACENAIL I .CEILING JOIST,TO PARALLEL RAFTERS THREE IOD COMMON FACENAIL d.4-foot-by-8 foot or 4 foot by 4 Foot 14.RAFTER TO PLATE TWO IGD COMMON. TOENAIL panels shall be applied vertically 15.BUILT-UP CORNER STUDS IOD COMMON 0 24"o/a FAGENAIL e.Not used. �� . ibROOF RAFTERS TO RIDGE, COMMON. TOENAIL VALLEY OR HIP FOUR I6D AFTERSf.8d deformed nails shall be used for as noted R THREE IbD COMMON. PAGENAIL attaching pplywood roof sheathing to • 17.RAFTERS TIES TO RAFTERS THREE 8D COMMON. FAGENAIL - framing within minimum 48"distance from gable end walls. IS.WOOD STRUCTURAL PANELS AND 5/16"TO I/2' 6D COMMON(WALL) 6°o/G at edges and , PARTICLE BOAR[: SUBFLOOR,ROOF #7/32"TO I' 512 COMMON(ROOF-SEE NOTE F) 12"o/a at interior g. Intermediate supports shall be AND HALL SHEATHING TO FRAMING SD COMMON(SVBFLOOR) supports(see note g) spaced 6 Inches on center for minimum ., A\ i _ 48-Inch distance Prom ridges,eaves and WI. SOLE PLATE TO JOIST OR BLOCKING AT 3-1612 AT 16'0.C,. FAGENAIL gable end walls and 4 Inches on center BRACED HALL PANEL(ALL ClCZATFBD HALLS) to gable end wall framing and overhangs. 1 ' 03s.4 . . • a b r • NOTES: 1 0 0 1 I.DRAWIN&5 ARE NOT TO SE SCALED.WRITTEN DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE.ALL DIMENSIONS TO FACE OP STUD. 5 `-•.,N a 2.DATUM ELEVATION HAS SEEN ESTABLISHED TO BE O'-0° ® TOP OF FIRST -,,K FLOOR FINISH FLOOR ALL ELEVATIONS ARE TAKEN FROM THIS POINT.T1Ii E 1 NUNE3ER5 BEAR NO RELATION TO ACTUAL U.5.G.6.6.D. .1 - 5. ALL FINISH FLOOR MATERIALS TO BE FLUSH OR PROVIDE GRADUAL i 1 4. ATRALL I I IBETW£�N FINISHPARTITIONS FLOORS TO RECEIVE TERIALS OP VARYING HEIGHTS. SOUND ATTENUATION fili 14 A • 1 BATT INSULATION. i . 5. ALL HABITABLE SPACES SHALL BE PROVIDED WITH LIGHT AND VENTILATION I AS PER RESIDENTIAL CODE OF NEW YORK STATE. t<TO SECTION R503. tI b.HABITABLE SPACES SHALL MEET CGGI�J AS PER RESIDENTIAL CODE OF , ; NEW YORK STATE. RLTER TO SECTION R3I0. C DENOTES HARD HIRED SMOKE WINDOW TAG- .SM Sch1.1ink i 11..„ "`" i �5D DETECTOR EGRESS UNITS HAVE HATCHED TAG 0 E DENOTES HARD WIRED CO2 EXTERIOR DOOR- TAG SEE girl I �� DETECTOR DRAG Sch2.1 l g INTERIOR DOOR TAG- SEE SCHEDULE l _--- eRCCHANICAL VENTILATION Min. THIS PAGE AND DRAG SGh3.I0 # A. A ' ,,. F114 IV \750 chn. ii I ROOM NAME TRIMMED OPENING,TAG 4 I 101 ROOM TAG SEE SCHEDULE THIS PAGE 100 I �1 i1G 1 �`��� I �ol �! Ft, i AA BB / • \ EP. vii----].. , , . 1 & ASSOCIATES---1r I E ARCHI'TECTS ‹.). , , Ak rc-f—f: /•••4 ••APF 7 I > Seven ven Main Street, Suite A EXISTG.TO REMAIN 1. , � ' :..-• " I 4Cold Spring Harbor, NY 11724, < , -, , per `` �' ® i P;631.367.0050 F.631.367.6636I v \ x N �� �"" } �`� EXMST'G TO REMAIN STORAGE I t� _ GiambertoneArchitects.com 0 106 \ 1 MUD RM. N 2 II 21-1" 3-O m - 108 EXIST'G BOILER RM. I � , P.R - ' A4.1 Y . — rcl I :t Q ,__,, dJ „: „,„, ._,. / J , _ I Z. 1 Lr I ill) _ , _ _ _ _ 1 ( _ TibettResidence . EXIST'G.TO REMAIN ‘\— -11 1 . GARAGE TACKLE ,/ ;Irl I" I'-6y2; m 25'-4" 104 WALLS AND CEILING 5 Willow Point Rd. . \ 0�- - - -- - — 1 _r\:4- (-3 �\ , , , f) Southold ICY ENTRY HALL-: i �I iirr__________I 105 I � I SELF - RATED FIRE I 2'-5)/2" / CLOSINGI I AI N I ��\ �' . � FRZ r 10-06-2015 Issued for Bldfr. Permit CD \ — 1 Q� I Q :�:�; ® EXIST'&.TO REMAIN_____ : _ — _ _ I KITCHEN .„.. _,,,, ..:, _. ____:._,... _ _ _ _•,, 1.:',-, ,,r..,, .... L102 •, r ..: - L— - - 104 — — — —. II I ENTRY/STAIA — — — C 101 , ��� ,t✓EN T G 'Sym`, t 1 :- L_ -I- ><! / --- ---1_____________________4---- I "C�►`11. -j. D080� QA ,. �� fil � �or NEW'� I►y2 AA BB 4© �� ® �„ Issued for Bldg. Permit 7_- ,, ,,,_.., „..,,, .,_, © 2015 AVGA 28'-5" / / THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCI LITE CTS,P.C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE M DOCUMENTS AND SHALL RETAIN ALL COSMONLAIX',STATUTORY AND 01 I lEER RESERVED RIGHTS THAT THESE. DOCUMENTS SHALL NOT BE USED BY THE OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Friday,October 09,2015-11:03am By: ernesto File: I;.\AVGA Current Jobs Unsigned Projects Residence-(Southol ; \� First Floor Plan ,_ - ' __.---- , SCALE. 1/4" = 1'-0" ....._.,... .._.._._..W.__-.,.._.._ _.._._,.+._..._..____ ____. ........ ... LEGEND. First Floor Plan ::z: : z::OVEP Proposed Addition PROPOSED NEW WALL i .. as n(.'( ,l e.f.s. A2 0 2 ,, a t I NOTES: 4 ;I . �,� (o I { 1 I.DRAWINGS ARE NOT TO BE SCALED.MITTEN DIMENSIONS SHALL ALWAYS , ; , ',, TAKE PRECEDENCE.ALL DIMENSIONS TO FACE OF STUD. ' 19. 2.DATUM ELEVATION HAS BEEN ESTABLISHED TO BE 01-0"0 TOP OF FIRST 1 :. FLOOR FINISH FLOOR ALL ELEVATIONS ARE TAKEN FROM THIS POINT. TI IC<•I ':" T5 BEAR NO RELATION TO ACTUAL U.S.Gbb.D, � 3.ALL FINISH FLOOR MATERIALS TO 8E FLUSH OR PROVIDE GRADUAL 1 ' TRANSITION 8!ThEEN FINISH MATERIALS OF VARYING HEIGHTS. t I 4 4 ALL INTERIOR PARTITIOIS AND FLOORS TO RECEIVE SOUND ATTENUATION BATT INSULATION. 1 5.ALL HABITABLE SPACES SHALL BE PROVIDED WITH LIGHT AND VENTILATION 1 ` . A5 PER RESIDENTIAL CODE OF NEW YORK STATE. R1:1-ER TO SECTION R303. ' \ 6.HABITABLE SPACES SHALL MEET EGGRES3 AS PER RESIDENTIAL CODE OF ::-..-,„ •: . NEW YORK STATE. REFER TO SECTION R310. ;. WINDOW TAG-SEE I DENOTES HARD WIRED SMOKE MINIS Sahli o5D DETECTOR EGRESS UNITS HAVE HATCHED TA6 0 i i DENOTES H RD WIRED 002 EXTERIOR DOOR-TAG SEE QGO DETECTOR DRAG,Sch2.l 0 s . INTERIOR DOO;�TA6-5E-E SG�DULE !AIGALILATIONM . CDIA N D F W V. 1 : 1 AA BB ` TRIMMED OPENING " TAG 1 ROOM ROOM TAS SM SCHEDULE THIS PAS! I 1 GIAMBFJRTONR ' " B'-3" 2'-`J 2'-` " i Gc., 1 _,_,_\.,,,, \ ',.,-,,.k\-- -� i ASSOCIATES ,, : ■ � - 1 -_ I �. ,\: m ,l ° ARCHITECTS . ---T6'''''' i ,.,.:- t I \ / I � I\ / „ X Seven _Main Street, Suite A I I dIV ' Cold Spring Harbor, NY 11724 / \ 7. ., I! / \ P:631 .367.0050 F.631.367.6636 I 4 ] GtambertoneArchitects.com V- . b "6-7 W V ., Ow < i II CO l' i 4F 11 ! MASTER SITTING r 1 H ! ............. ., MASTERBEDROOM / ci I 44 . 20a 44) , , . -, . a �� — — — — — — ' — — — — I i°i .' t :: in " eel I / m 4 , E ‘,„, ,,,,,,,, „ . N 1 1 �-- 41,:i Tibett Residence Cl)IIN :-. ‘,,, „,:, ,,,, ..., EXIST'6.TO REMAIN / L / / HIS CLOSET \`� �- �r I CD, zo 1 r i_ r a03 =in O a54 I ` \_' I O;Vil Mk il 1 EXIST'6.TO REMAIN I' v r — - - - - 1 185 Willow Point Rd. o Irl MASTER BATH r1. I I 205 253 — — — — Southold, \Y 1 , :::‘ EXIST'6 " TO REMAIN HER • ,=I - - - - t.,t'si • ,, , \ [204 — — —4'-t2 Issuedor Bldg. Permit• ,t', \ I! 1,'ill ...a. . ___ :\ — „‘ ,,, :,,; \,,,,,,"\-,"......__ ___----1-' ” -'''•,, ,J 7 Ea ,e7A lor — — - - — — � i 110 10'-6" / 15,-11/2„ Iaivz ��— 4. � — —� —0 0 �� S.seREDg9C � ���GENTGil ',.A .11 AA BB `,�� a fik ; Q, r'1� /��� ����-���,� ::::'::l3-j' 080 °Q`E',, A�., f OF NEW `',. 0 (01 i 0 , i Issued for Bldg. Permit cett ;. .. ;\ <..t © 2015. SVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTI IFIR DOCEMEN IS PREPARED BY ANDREW V.GIAMBERTONE AND ASSOCIATES,ARCHI'I'EC7S, P C, (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS ARE SERVICES FORT HE USE SOLELY\VITI-I RESPECT TO THIS PROJECT.UNLESS OTHERWISE PROVIDED, AVGA SHAIJ.BE DEEMED THE AUTHOR OF'I'HI-.SIE I DOCUMENTS AND SHAIJ.RETAIN ALLCOILMONLAW,STATUTORY AND OTHER RESERVED RIGHTS TI IAT THESE DOCUMENTS SHALL NOT BE USED BY TI IE • OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR TIIE COMPIE-:DON OF THIS PROJECT FOR OTIIERS. Second Floor Plan L IPlotted: Friday,October 09,2015-9:20am $ : ernesto ,.® SCALE: 1/4" = 1'-O" (�i File: I,:\AVGA Current Jobs\AVGA Unsigned Projects\Tibett Residence-(Southol u [1' �r.:;.. ..._ - 14 iltIC: 11 1 1EXIST'G.WDLL T® MA, Second Floor Plan F PROPOSED NEW 1^1A1-1- Proposed Addition I . . . S(,d' '. as noted 11..... I f .........................I. ... i I 3 pl I A203 ,1, ........a...k.-1 1 . .. , i ..‘, I i•;,0:e...iii .,,,,„:...,•. ,.,;;? l, i'i• . -:‘,4 „..,-- ''', ',„ , t„ • • -4.,;".4 ii....C.: oi*Or 1 ,,,,.'f-, %? 10' k"W: 1. AI 4:‘ ,' I.::. , kI 0....IS,,,' .k: ,:k, 1B :0 : • , • ,‘ e -e: I . .... . . !;k$.,,, I‘,I‘? '... .ilzie, r 1 . , ,'„!, . • P, I : :-.,I..; f;,,'. ,, , ,7,,,,,..,:e?,...... . •'..0:'‘'' ''V'' .• ol: . ''',..*t.'‘k,' •T ,...•‘:, • ,:',"4..:'.' ,.. ,...,•;-:,4:1•1', . •I:..4,14:::„'I ,,„ . ,',:„•::,,,, '''‘,,••,• • I 0 . 1 .,..--••• i i „ • „ 1 144W V. ANDREW 1 , ......,,GIAMB FAITO \ 1-i., • L , •,,. & ASSOCIATES AA 14 F._ _ * Allk 1 ARCHITECTS . . law _.... ........ _,,,._ ......... ..._ , , LI \ 1 i Seven Main Street Suite A 0 .. 1 - - r EXISTS ROOF TO REMAIN 1 Cold Spring Harbor, NY 11724 i I " i P:631.367.0050 F:631.367.6636 , i. GiambertoneA chitects.corn _____ ______ 1 T-_,1-.7.4016 immumiummu_ 1 F — 1,41/4, j---LJ--j. I , ----7 li 0 swallow •=4.• mama= 000.00000 1. f di II il 7 - -' ir _ _ . l , 1 in I I .- I EXISTS ROOF TO REMAIN . , 5d2 )1 • I I/ 5:12 . AL ' . . di -------- l • • --..... .............. — — 4 ASPHALT OF SHINGLES .• TO MATCH XIST,c7. i 1 —F--- i 1 • —1 „ (4.1512 (14512 14512) / I i Tibett Residence 1 - - I ,: . . _ I EFI7Ivi ROOFING MEMBRANE OVER I 5/4" PROTECTION BOARD AS PER I I i ; i : • • ASPHALT ROOF — MANUFACTIP.ERS sncIFIGATIONS. \ _ 11 . , SHINGLES TO MATCH PITCH V4° FER FT. 1 EXISTS. 185 Willow Point Rd. 025:12) I EXISTS ROOF TO REMAIN I I I 1 ; Southold \ I 1 \ IL , , , i ik 'k.- . I . . . 1 :. _.- 1 ___ ___ ______ ______ I II / I 1 1 \ , k.,,,1,it. e ri 10-06-2015 Issued for Bldg. Permit I di I I I I EXISTS ROOF TO REMAIN \ II i 1 I ( 6:I\ 6:12 ) 1 1 . . ASP •:.T Rp ,- . „INGLES ASPHALT ROOF 1 TO !- •TCH EXIST10. SHINGLES TO MATCH I L . _ -11 . . _ _ _ I 1 < 21:12 1 EXISTS . 24I:12) , I 1 . „Allit' . 1 __I 1 / --- - -- - - - - - H . I 1 1 L I . , . ( _ _.„ . AA 13B ii mat.t-A : ..„.. . , . 1 : H Issued for Bldg. Permit (---.. (-- . ........ ,,..__ , : e'("0"i'.:i10• 1';' © 2015 AVGA . k • : . ..... , .. , _. , 1 TILE COPYRIGHT DRAWINGS,SPECIE E.ATIONS, AND OTHER DOCUMENTS j I PREPARED BY ANDREW V.GI AMBERTONE AND ASSOCIATES,ARCHITECTS, PC I ! (AVGA)FOR TI US PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMEKI S ; ! ARE SERVICES FOR T HE USE SOLELY WITH RESPECT To TI IIS PROJECT. UNLESS 1 ; OTHERWISE, PROVIDED, AVGA SHALE BE DEEMED THE AUTHOR OP THESE • ! DOCUMENTS AND SHALL RETAIN Af.l.COYLMONLAW,STATUTORY AND OTHER RESERVED mins THAT THESE DOCUMENTS SHALL. NOT BE USED BY TI II ILS OWNER, OR OTHE , ON OTHER PO T ROBICTS FOR ADDITIONS THIS PROJECT, OR FOR THE COM PEI.TI 0 N OE THIS PROJECT FOR OT F I E.RS 40 I 11 Plotted: Wednesday,October 07,2015 2:35pm By: ernesto File: L:\AVGA Current Jobs\AVGA Unsigned Projects\Tibett Residence-(Southol•\V i.. -....----......—_.---.......------.—....-.--*,--...-i::„.. - ..... . . . „ „ . .. , ..„ - -.0 .i... .-._... = k . ' I.' 1,,. Roof Plan. A . Roof Plan . . .. ... . . . . ..... . ... . . . . _ ...... . . ...... . . .. __ .......__ ... _... .. I . __._....... .. SCALE: 1/4" = 1'-0" i I Proposed Addition , 1! ii • Scatr, as noted ; 1 ! Lirawx., . . ..... e.f,s. 1 I 1 i•• i A205 „: , " .. V... .3.5.4adia......I.,......m........ . . „ .. ...........„... . . ' 1 • I . . i ‘k4''i L , .: AA BB : i" „ .• ..,,..,,. • .. •:: ,,,,,,,,,,..:„4,- - - - ,.... . 0 -. - .-- . _.- - - , .•• • 3=f-1 ,. . . , . • . . . . . . , l: - . . _ . c------7-- . r-f.1"--"7"-.-• •7.41.--4 I ‘R tit‘l .l -..' 4Ia:IL- ..,,,l,--,..tlt_.,:'' • 'A •-', ,,,,[ 1 :., .•,-..4.:04A,, ., ,.: - ‘• „ . . c j ._. ', •,•,..i .•• , .• .„, :1.- • _. • riisi.,, .,:::•;.• i 4_i.4.4_,- AI ,. • . __ .. ! . . I._. 17„:„,,,„, 14 t i'''"' ) . • I i„_I, LL...,. . -_.- . .. . .... . ; 4*. 12 I-1 12 i i _ .. 1457/,, \ • i4.5 11 . . I V o • i' ' / ,, , \,- . . . . 1...-.=- --_ - • - --- - 12 12 \ \ _ . ..__________ _ _ ___ • _ 61/. ; %." --„ . ]6' 1 , / •. \ ! , - 1-• ......... .77,I __ ,/ --,• 1! - ..• , ------- GIAMB FJ RTON Fl - \..--- ,.-x; / • -, 11 !1;!! .-1 I! !I !! _ -- - -... ‘..D ..----- ,-- ----... !--!-----,--,„„ MATCH EXIST'6. . - - - -- ..,, ... ILI ' ' ,EM- : :,.10 Fr 11'1 i 501 1'. !!! • -. _ - - ••• - - ,------ - .. ... , ! i .---::/r ''>-7-•_ , _ • I -- - - - I • - .wpm,- !!. • 71 \!!'" ••• & As s 0 c/AT 1_,,,s „.-, ‘ \\_ .__ . ; • •,,„„ .: ' HL 'J 1‘, '.\ lj Laamems.o.o....••• ••amacrootialmwm,emeamiak 10 - ..--'',-------------- --- \ ',,,, . JlH. I.A .1i' Z ._ • \\,. --jr- ,:„ 0 ,: T. 12 ,/ - •---- - - - : .:.1, ',•-;-• Afill, _. _•. . -V•\ 12 • i • - _.... .....,_, , 7 7,-..„---„--,. . , ,, , -.., . ..„, __ __ _ __ _ _ ___ ... ... _______ • 2g 7 / 1 Li G ARCHIT i ' CTS .0 ,‘..-,-.,,,,---- -----i• ,•,-- -,:--,. -,, ..___x., __ ___ ___ _ , / _ , / •..,, , ,,,_ ., ,,: • • . ; ,. :„.....„, •,., , , . . , --„ ---1,----1,-, H, ,,--:, ,, -,,; „- ,, 11 7-1 !![ I---'! -! -1[ I -\\'• X 16'' FiREMIUM,CERT-LAST, „ ,, , , !. ,1 • „ ! il !! _ i / ii. II _;; ,. 1 , 1. , ! .1 !, :. !, ,Iii 1 , l• 1 ------ „ . • ; __ , __,1 1 • --.-.,•-- - -• , ..-,!-•.-i• ._ _ 1,:i' -----4,----"--- ,,-._.--_,-. I• ILI CERT1-SAAN TAPERSAM , ! I • // /- - ! it 'II I! li ,,l- 11! ! !! :11 1: I: -II !! Ilii r _..1 SHAKES-5 1/21 TO WEATHER \\ , ,. i / --- // f ,/ . . _ii_ 1L_I! _)1,I i_ _IL1 1,_ }i 1 ,I _iiIII I_ L_L__ L._J ----- \ \ 1:1 1 1 i ,, . . . , 11 ,I ., . 1 :1 1 .1 1 i 4 _ \ . __ _ , . 1' 4 1 ' i. I•:! 1 Seven Main Street Suite A . .1 _.. /,., ,/ _ ... .. ,, ,, :, :1 !' , / --- h 11H Z .)k HI E:24. lilll ja \ \\ I \--EXIST'S,TO . , 0 ; • gEl „ ! !1 - - - / / - --- - \ \..- 1 , A IHI ‘THICr ,!!!' VIPT Rcl4AIN -\ • • . _.i Tiz•c- 'I II II / -1--III, \ \ 1 Cold Spring Harbor NY 11724 . . < li ----- _ 1,, di ,,,i1 , , \ ., . \- " , .1 ---- --- - - 11 _:___ __I4 '' ' H ' ------------ \ -' - , ‘...) I teri MARVIN CL6.17 1 ,, _____ _ _ _ I 1' . . ifl ci NINDOM SEE 1:7119.Soh 1.1 .• / % .______ _ _ . _ _ _____ ... / ----',-,-.- P631.367.0050 F631 367.6636 _ .. ,..._., _ . .._ . / / . . , _._... . . . , . . . __ •_ / ...---- . . .. ._ . . . _ ....... _ .._ TO.SECOND FLOOR FINISH . ..__... _._ . __ _ . _ - - _ . . .. _ __ _ . _. __ . - . GiambertoneArchitects.corn EL.Ev. +81-ci" AFF .,___ . „ , . • ! ! • . . _ ......._ __ _. 7. _ ----- - ----- ---- . , . • , . „ ____ , I ! , • i 1 • ! IIVINEW .•, ; IiI , . _. _ ______ , ____ A „ . . , 1 • 1 I ! i ' fi . ' ' - - I . - 1 1 1 . _ .. _......_.....___ ; 1 1 1 1 ri,- 1 ''''sr --- I 11 I 1 l' '-„I ..7.-----:: 7;7 r. H.! ; I rri CEDAR SIDING TO , - - -- I li II 1, -4-. I 1-1.-'' t 1-1L.II i ii / Li ' 1 MATCH EXIST10. :1 i 1 ••i, i 1 I i 1, . 1 1 TT, I I1 i \ ' 1 I' i 1 i i i 11 rK 1 : I._:,.....!:, :: ;, !I • 1 i ,1 l' -• i , ....;:,..,,,..-t... :11r3 1 .2Y,,,„,...101 'rti 1 1 0 . „... 1,,,;' „:1. i , \I 1 1 i• - - 1 i . i I , 11 li • I I I , i ! _ ii.1 1 ,,,,,._i /1...,1:„.....1_, 1., • - , 1 . .........11. .. - 1 I 1/ I I! 'I\\‘'\I 1 11 i 1 1 I \I 1' ......Li r 11 i . ,___._ I/. • a 1 1 ' I' ' ' '' ' ' v i. 1 ' I\....I:...i: I 1 ' i I i i. , , q 1 ./1 1 [ 1 , 1 I - , 1 , 1 ---EXiSTIE,TO 1 ,/, // i i 11 .1 1 k\I i' 1 , .• . . i 1 ,,,,,, ,,,,, i !, 1, il , , , 1 if/ i: ii ii i \V ii I - 1 _ - , I 1 1 T."71 EA.----- ----...7-1 I TH.-:-,d _ . . ..........„-'„ „.. . ` [-;-- - --'.- ---.1 ' Lt.".4--_-_;,i REM.AIN ,i '',/ /1 1! ' ! I I\• N •L i v, .R i - i , I:\ ,4 1 - - ,..-,., I- ': Aligh ----\\`‘ e // i aril -\,,, \ 1, . . . I / 4. I = AM I I\ 11 I I•_ \I::! 1 i -EXIST'a TO i•-•----, • ' 1 , , REMAIN \ , .• 1 1 _2. 1 i ,i 4, , . . . , . 1L'L..:\ .i,/ ei i 1 ler I 1 LII 1 ' -- . 1 i , • \ , ii i ' \ii c--4------- I - - ot\T.O. FIR.ST FLOOR FINISH _ ,, '''Mi LT , _. Nil ELEV. +0-0. (el. +g. 9 - I _ .__ ,• .-.. .-....... . . • AVE.6RADE • , . • • • - - . . EL.EV. -I'-0 I/4° (el. i .-7.s.) - Tibett Residence I ' 1 ! i 1 . • • : Front Elevation .. . . . . il.. ... . _. . ._. . ...-.- . -•--... . __. . SCALE: 1/4" = 1'•-•0" . • i 185 Willow Point Road ri • 4 Southold5 NY • s , - - • ---- --------------- -- -- --- ------------ ---- -- ........ , . . . „.„........... . 10-06-2015 Issued for Bldg.Pcrmit ... 1;- ii:IrDL,0,-k. _..„..„...... ...„ . „... ---------------------- ------- -- -- -- ---- -- -------- - . • _... • .... .„.„ I , _ -. Li-.-?-- ...,„,.... L,- I Is j LI--lri i r_A . _... ,0,1 , 11 , •„ 0 -'47.4 ° 0804 ,q,,4- - .W l' i -1 i 1 1 , ,1 j.__I . . •• . 0 , .. . .. .._ . . _ .. .. 12 • 525 1/- - 1I • ,..,-.:.• , . - ' ' ' ' l.'s-IS:I:IL 4 ,, c•L' i-f?-4';',,•„.. -: . . . • _ . , , , 0 ,•...............,,i:-.•3 33 . le,..---lillimn=,-4,il•/, ......--1 , .• . . . W . . . -ill .• i ,41171411111114,i• L.... e.iliz44.i..-/ '-' . . _ - - m . .44 _ .........„... ,:. .. .. * : ..,,, . . _ .. . . _ __ __ __. . 1.- ...... ..._..........._____............._.... ...___...... .. .... ... . ... ., :,. . , .,,,......., _00. x . . . _•_• _ ..... iimulli ,...D 1 •kl.,............04.- iLl = i .----„----- „...:.:-,---- ; „. . . . . cl .. . .... .... . ,...-- , a .......-- _.__ ., _....„ ... '''""""iiii......... . . , • - • .....•••,- ..........- , i;- Issued for Bldg. Permit ., ......_ , :_. ILI i . _.1 \---EXIST'49 TO - •_ . • • ............„........ .. ., ..... .... : THE COPYRIGHT DRAWINGS ,SPECIFICATIONS, AND OTHER DOCUMENTS • . 0 . I I PREPARED BY ANDREW V GIAIMBERTONE AND ASSOCIATES,ARCI I/TECTS,P(. __, REMAIN 1 (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF A VGA. THESE DOCUMEN1 S --I . I. DAR:CUSEMRI !v:Ei 0S IN'EIC,Al:,Os:AH.1.1 uS.1P.oRROyJ E(CTN i.1E0'NITLF IFIS.1St , < I . • 5,... . 'ALEINEYAIWIITCOH ----\\S """""---..........................) VNIC1:SAFNODR Ts i.11-ImE,CLSERIS,.:01 kJ . .. .._ . 11 : OTI IERWISE PROVIDED, AVGA SI IALL BF DEEMED TI IE AUTHOR OF TI ILSE • , P ......--- -----""., ...,................... Eill . ' • I i RESERVED RIGHTS THAT THF.SE DOCUMENTS SI IALI NOT BE USED BY 'I HE I P . in OWNER, OR OTHERS, ON OTI IER PROJECTS FOR ADDITIONS TO THIS ' CO I ! PROJECT, OR FOR THE COMPLETION OE TI I IS PROJECT FOR OTHERS )100,7/ -•. ! . . ..„...„. ' • • ; I Plotted: Wednesday,October 07,2015-2:36pm By: emesto _ ---------- -----.. ....., „.............. T.O.SECOND FLOOR FINISH -4- 1 l Fe I.:\AVGA Current Jobs\AVGA l nsigned Projects\Tibett Residence-(Southol . - 1 - 11.14 - lift' ,....utcaz-:..........au....t.-............., . • __. - ELEV. +81-q" AFF ...,•••.-_____-__ .... .__ ___ ,. __,.........„....____ :L . , . --- _____ _ 1 1 • • \---EXIST'S TO . .._,... REMAIN -\\ I r ' -...., *.......--.....-.......--..-.......--.7. 7-77...---...i Ik. i I . : \--EXISTIEF TO I _ . . ; 1 . p 11 1E ' ...„ . ' • FileVatiOnS_ • 1 Ra4A1N ---\ r,o, p_. osed Addition noted I 1 , • ph T.O. FIRST FLOOR FINISH ----1 ___I . I Wr ELEV. +0'-0" (el. +g.6') _ -1- 4 ;,,,, „ •-,, , , e.f.s. i. o 5 AV6.6RADE ELEV. -1'-0 1/4" (01.+5."769 „ ...................• ......... .., . .; 1 1 ; • . • . 1 ! • • Front Elevation , , _ Ag121MEP9. . .7MM ,„ . . , ...--..,--,.,........ -•1-,...-.,.........._.,.--....... ... . . . 1 ...L4i 3 . 1 . SCALE: 1/4" = 1'-0" • • II: _ . • •••....164.........aaitbkaidiiell...8.40,,,,*......a 0 1 . : 0 li . BB • ,::0,-, -... • .4 1 •.4 ..i..:'?q 1 . .< . . . i I ....-. ...... - ..,.... .. ,-.. I ;44 ,,•,' , A 14'1' 1112= • . : 'k :.',i, i:. :::::•i:' , '.;:it ',, . . '' • ' ' 1 r ,......., • AML . ,- Irl,s, '?-\---i- VW , •••,—, ::‘k ', I-- ‘i -- LI • 525 e7". ' - "s1:1525 : ANDRIV,‘ W V.. „ i z : . . 1 -:::' • • . . \ • \ , , GIAIVIB ERT0NE ASPHALT ROOF SHIRSLES TO x , - . - 12 MATCH EXIST1E.. Et & ASSOCIAT KS z ..,.. 6 20 ,, VI MY> ,, * ARCHITECTS * . ‘,.:,,,, , , 12 / \ . ,, V PREMIUM,CERT-LAST, X \ / \ . , ,, . . _ . 14.!....j„.......7 CERTI-SAMITAPERSAM LU EXIST'IS TO SHAK,.. -5 1/21 TO MATHER • _t 1.--. REMAIN —\ <6 e ge> . , ,, . „ • : . / Seven Main Street, Suite A .z? Eill . , • '' . ......... „ .. . . . . •, _ . 1 \ / 1 -- i 1 Cold Spring Harbor, NY 11724 ,. 111,. ..,......._____Agt11 , _ , \ / .; V/ , • 0 __I \ -I• P:631.367.0050 F.631.367.6636 in to . \---EXIST'6 TO I , i , I'MAI M.ARVIN CLAD r i . h plitoomem1,1"0.Soh 1.1 . GiambertoneArchitects.corn REMAIN \ _ fIN T.O.SECOND FLOOR FINISH - - ---- - ,t,,,s,,I,) 1, „ .„.....: - L_. 0 . .. • . , :k. W ELEV. +81-cl" AFF • L II — _ _ • :: , N : i -U- TU II ,.„.... „.„,,„,.,....., - i ____ . , , ,...., . o 1 , ,,, , ,,•,,,, I 1 ____ " , . . . t ,...-1----„'': •-•••t I i i•-••-., i EXIST1G TO ------ 1 EXIST16 TO I „..• : • ` -1 : :: • _ , \ {\s) \.- REMAIN ... _... , . . REMAIN ! I ii - . •„ • . ..."--1 , ,. . ,. • • . . . 1 iiMi . . . . „ . . . • 1 I ; - . •. • . . , . . . . . • • „ . • „ . • . __...-..,.._. --.• • ._.__-_ gh T.O. FIRST FLOOR FINISH - _ . 1 1 ELEV. +0-0.7el. +41.89 - - I 1 , Tibett Residence 1 : 451# 1 AVG. GRADE . . \ \ q) ELEV. -11-0 1/4" (01. = . ; Rear Filevation i , .....„ ., 1 , SCALE: 1/4" = 11-0" • 185 Willow point Road 1 , i . . ... South(yid NY . ; I i 1 1 A4.I 1 , Il II . . fr::P, 40111- x : 10-06-2015 Issued for Bldg. Permit li VW N ;1'1 1 ; 1 L....„.„-„, AZ/ . _..._. ......... . . . . . cy .Ni- .. ' <4, c., ... i ..4\ . : 4-• '.4 N.,„. '‘'.., va , 1 ' ---- 01011, 1-14 .k•t'4.. 4 1 % .-4 .. h,.1 • 7:1 Aii . Wpm 4/%,*,••„. i --1 ._ '.....> . .. 4/1"S? - '''' 0 ,l() • i- ....-... AS1-NALT ROOF SHINGLES TO icida, F NE\N ., = MATCH EX15115. . irt = 0 z 6 aT ______ Issued for Bldg. Permit I 'PREMIUM,CERT-LAST, „„ I . „ , ,. . . , . .., . „ . . . „ . • . , © 2015 AVGA CERTI-SAIAN TA 'ERSAPOI , , : .. ri ..."*"..."7-.--".-..--...*--- In SHAKES-5 1/21 TO 'IA:BATHER 1 . THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMEN TS PREPARED BY ANDREW V.GIAMBI RTONI.AND ASSOC!VIES, AKCI I TIT CTS, C , I - ,AILL : (AVGA)I OR Ti Hs PROJEC1,ARE INSTRI.MI NTS 01 S\GA '1.1 ESE DOCUMI N I., ARE SERVICES FOR T III.uUSCsol.rix 5511 Il 10.551..C1"10 THIS PROJECI. UNI I s., 1 • OM 46' IwOTHERWISE PROVIDED, SVGA SHALE BE 1)1 I\II I)'till AUTHOR OE THI 1,1 -6 . I. 1.)y vcre DOCUMENTS AND SI IAIA,RETAIN ALE MNIMONEAW SI xi vroar AND(CCIII K RESLRVI.D mins:Hrivi•'m r .:A% Docym:.\:::s SI!1 LI, MCI PE I,S1 I) In '1,I! J e _ OWNER, OR OTHERS, ON OTHER PROIELTS FOR ADDUIONS TO I HIS I 1 I 7 N PROJECI', OR FOR T111% (.0NIP1.1 TION OE THIS PROJECT FOR 0'1111 Rs co , Plotted: Wednesday,October 07,201'1 2.1"nin By: cine,,to File: I.:\AVGA Curl-cm!obi\,\VO\l nsIgned Pro)cet,,\Tibett Rt sidenec,5•,,.,11101 T.O. SECOND FLOOR FINISH - _ -_,, .., _ _ _ - 3 49 ELEV. +81-1" AFF L ' * -1 ---------- \.. . . . _ . :. . .... 'i , GED.,SIDINGS TO , • MATCH EXIST . ' ' • hideV-atiOnS I I I \--EXIST16 TO 1 REMAIN —\ I ..„.„.„.„, 1 _____ Proposed Addition . ..„...., ,___ , 1 Aga i 1 NY 1 ' I_________I , . ' as noted ' i I 6.6 T.O. FIRST FLOOR FINISH II ----c 11,---- • „ „ . . . , . : ' _ „ ,--... -1 1 s.I(eI.(el. +q.5) \ 0 AVtS. CRAPE ELEV. -ILO 1/4" (el. +8./8') I . A3 0 2 14f14 I , Left Side Hevation 1 IJI •"-"•••'... -2.7-rrwm.',T , . ........ ... SCALE : 1/4" = 11-0" 1 .1 _ ....._ BB AA1. , - - - - I h, , t I a ,-,:,::*-:::': ,,, ..-,.. ,...- : C:�. �.. iii,.�. ►f.++�!!� .:„4„ti�i�l�lir►'u11 ` y��t_i L14i a ` ...........,,,-,,, :,I lug. '_• ,� �� ` ASPHALT ROOF SHINGLES �, J� ASPHALT ROOF SHINGLES LI., �� IV TO MATCH EXIST G. ` ' dth ' x TO MATCH EXIST'6. .�� IJ. I. EPDM ROOFING MEMBRANE O R "' T.O.RIDGE BEAM :� 1�:: 5/4" PROTECTION BOARD AS - R 12irtp_ ;.•.•.........; . 12 12 / 12 ELEV. +24'-1 3!4 As F �' j�1II MANUFACTURER'S SPEGIFIGATI•NS. 5 Q 525 �' ~ % PITCH 1/4" PER FT. 111► �' 1�► �► ij ,� 14.5 V / _.,jI 145 T.O.PLATE , � •IIh ► r T.O. PLATE ,��` I0Pr - //�` I fir\ (Y EL EV. +22'-ei 3/4" AFF �-, ��"' - - 111 �. l 11 _ T.O.PLATE _ © I �C ELEV. 22-a I/a AFF A 1 �I V d V ELEV. +22-2 1/2' AFF I�„ I /�� ,� A04 if - � �� IU It,: 117 1 (: i`PITCH I/4"/FT. �� Ir 12 w w I � �. � �� • j� D 4.75 / i -- -- 1 y • 1M• *'!!!"!!!'! t!1 , t rrll z z r T�tI�I???I��tT�tItl; ?Ttr!ItI?rltT� I�ItII��rCt � GIA B KRTO F l j a i i t • i ��l . . j,�1.1,--i'". T.O. PLATE �p i' �I':�a \ cwt 3 ! : ELEV. +I'f'-8 3/4" AFF ;- - AS S 0 C TAT h S R-38 BATT INSULATION . 1 _-_ - _ 1i.4 ROOFJOISTS; -? X X i' SEE DRAWING AI.45 . W 'U _ - '1' 5/8" GWB • WALLS/ >ii - CEILING �1LL5! ARCHITECTS * , I ii CEILING.(TYR) t ?-4 HIS CLOSET t MASTER BEDROOM I R-19 BATT INSULATION / -1 HER CLOSET 205 I MASTER SITTING TER SITTING 2C = 204 PLYWOOD SUBFLOOR 201 201 Q p THICKNESS TO MATCH � =it! SUBFLOOR THICKNESS EXISTING FOR SUBFLOOR Seven Main Street, Suite A TO MATCH EXISTING FOR : .1 En m ALIGNMENT W/EXIST'6. .- .- .A. SUBFLOOR ALIGNMENT W/EJ IST'G. , Cold Spring Harbor, NY 11724 NEW FLOOR JOISTS;SEE NEW FLOOR JOISTS;SEE to DRAWING AI rs T.O.SECOND FLOOR FINK it. - P:631.367.0050 F•631 367 6636 . th TO SECOND FLOOR FINISH DRAWING AI 3s -- ---- {_ • . - .• .. .. - .. _ 1 Ii ( wWW WWWWWWWW ! 2ELEV. 8-�t A N.I. J Wp / 1ELEV. 8-4 A N.I. J - Sn �, �, 1., ,n �, �, �, �, �, _ x - , Tl • .s u .• •. .. a .. � y - N uu u u K _ H M-^� �1 r _ � 0_: j + , pF + FF F ;4 �t,,����5''Sl)ZS1S? ���� �:, D1�11�1T�T1f�TjT I �' 117 GiambertoneArchitects.com ( I y: . EXIST'G TO REMAIN EXIST'G B0lL- RM. iw RM. P.R. l ST RA(I t►s ig SIDE ENTRY HALL. ExISr'G P.R. EXIST'6 BOILER RM. Exclusive Architects for 108 I 10-1 I [T0-6-1jamo 103 �. ( � �� Kean Development Co. ' D I:1 • NEW 4" SLAB ON �' r GRADE IN/111^F I it33. 6/6-WL4XWI.4 , . , II - T.O. FIRST FLOOR FINISH ( j T.O. FIRST FLOOR FINISH _ - k. ;` . - ..;i ELEV. +O'-O" lel. +4.8') `r' `I� ELEV.+O'-0" (el. +9b') I I I - A`rA yaAr CO .. AVG.GRADE • . .• I S . . \ ELEV. -I'-0 I/4" (el. +8.'18') "' ELEV. -I'-O 1/4' (al. +5.'187 NEW 4" GONG.SLAB INN INF b/b-WI.4XWI.4 ON STONE OVER 4 •. • 1 EXIST'G. SLAB ELEV. TO III Tibett Residence MATCH EXIST'G HOUSE SLAB. 17:71 • - ---,...i i PXI,,T'C� 9,1 AR ANT? t I 1 Section (Partial) 2 Section a ���� A4.1 SCALE: 1/4" = 1'-0" 185• Willow Point Rd. • \1 14.1 SCALE: 1/4" = 1'-0" • Southold, NY BB . , AA - • 10-06-2015 Issued for Bldg, Permit -*-1 - • f ,/,, 9 . ASPHALT ROOF SHINGLES • �~�4 �I,f`.` TO MATCH EXIST'G. ASPHALT ROOF SHINGLES TO � 2 '�`�� Il'O s MATCH EXIST'G. 1 } • ASPHALT ROOF SHINGLES ,, �f•. T.O. RIDGE BEAM_ t TO MATCH EXIST'6. A8.1 �,�1� `I� 12 - ELEV. +24'-"1 3/4° AFF (Si /,• '� A8.1 I - • • /1118IP PROVIDE CRICKET AS ED/1R f • I� why 14.5 T.O. RlD6E BEAM _ REQUIRED ON 70P OF ��� c'�/T • T.O. RIDGE BEAM T.O. PLATE _ �, „ •_ - NT G/ 1 1 ELEV. +22-11 I/2 AFF 12 12 ELEV. +a2'-tl 3/4° ' '�ilto := 14.5Vista, Imo\ . ala► : C) 7 I �' .t, �. (t '���- .� ELEV.+22 II 3/4 AFF :�1 1 lit;• EXISTING ROOF, FLASH O G� f 92 � >(�( .'I AND PITCH I/4 PER FT. tz6 0 1111 "�Ijj/ a6 •� = _ _ = a 3 • ' � 1�.p 1► r pM U rU R-38 BATT INSULATION ; I j,•� . o fit` 111 j1!► • /� 111 3 T Q 4."15 tfit L ROOFJOISTS; 7 { /,�' �b� t;l 44 _ _ jj►� _t j��l A8.1 z z SEE DRAMS Ai.Ss f '�t sj �208�a o� 11oFso sI AT10N ��l►�\ 12 :FM N �j � ,• r .1 T.O.al PLATE L ;iic -:1?iil ` illi_r\;: 9 9 , of NE ELEV. +18'-10 I/4 AFF �: SEE DRAWING AL3s % {►r ` f�l/l�_ F T.O.PLATE 8 c.� ,_ ! '2 •s ' - ELEV. +I'1' 8 5/4' AFF '- t - 5/8" 6WB ® WALLS/ �•1 II . X ,P:XIST'G ROOF CEILING.(TYP) .�' Q �;ri, T'V � • r :�. .r� EXIS ROOF RAF'RAMING TO REMAIN \. t � - ►s TO 3E REMOVED.• I :R-11 BATT INSULATION r II�• N26I � '•'I �� 18" PREMIUM, CERT-LAST, 18" PREMIUM,CERT-LAST, 5/8" 6WB ® WALLS/ I-4 -� (V IF.) s� - - ( - • GERTI-S,VNN TAPERSAWN GERTI-SAWN TAPERSAWN CEILING. (TYP) ,n Issued for Bldg. Permit II ♦ p " ' ►1 I I MOW G. ® WALLS/ i 1 2 TO 5 8 � � SHAKES-5 1'�ATH�R r e- SHAKES-5 I/2 TO WEATHER / 1�1-11�1-I.I CEILIN (TYP) 1 • I EXIST'G ROOF is SO BUILDING O JO 30 BUILDING R-IQ BATT INSULATION OI II • I : , . 2015 AVGA REFRAfrE TO ACCOMODATE WALL f I' MAS BAI`#! 3 FELT-OVERLAP 2" FELT-OVERLAP 2" 1 EXIST'G TO FRAMING TO Q a ORATE HEIGHT REMAIN ! PLYINO.PD SUBFLOOR a0a '. = EXISTS, ORM. REMAIN _:. I/2 PLYWOOD l I/2 PLYWOOD Tile coPYRIGH'r nitnwlnGs,srF.(.0('u:,erlcros, :wn o'rl{f:R n(x.L:.titl.\I' ' s /FRAMING OF ROOF THIGKNI S TO MATCH > 'I I' O O " PRr;Pnxrn t3Y ,uvnlarw v.cl,\nIRI xToxlc,IONS, sGct,crns,nxcurr;UMI I>t: RAFTERS ABOVE. I EX!STIN�' FOR SUBFLOOR " • SHEATHING SHEATHING \...,.,.. G , ! comI (AVGA)FOR THIS PROJECI,ARE INSI'R1O\i \ Oi• AVGA. THESE DO(U>11S\Is E.CIST'6 TO ALIGN N T I^ XI�T 6. EXIST G FLOOR JOISTS AND EXIST'6 BEDRM. 1►� :� z i ARE SERVICES FORT Ill:CSI!SOLELY\VITII RESPECT 10 THIS PRO I'.(:I UNI I ss EXIST'G TO ! HER GL0 7 !:I ►: • SUBFLOOR TO REMAIN / 7 I REMAIN ►•l 1:� h O'FHERWISI'. PROVIDED,'AVGA SHA1A,ill.DI:J.511.D'1'HI: ALTIIOR 01 '111i sI. REMAIN I 204 I I .... i DOCUMENTS AND SI LW.RI""CHIN ALLC011AIONLA\\',STATUTORY A\'DO'rfit It ' NEW FL OR JOISTS;SEE -� �i 1 ' RINUIVED RIGHTS THAT THLSE DOCUMENTS SHALL Nor BE USED I3Y 'I III EXIST G FLOOR \ I .. T.O.SECOND FLOOR FINISH T.O.SECOND FLOOR FINISH I G ; OWNER, OR OTHERS, ON OTHIat I ROlE(:I:S FOR ADDITIONS 10 'IIllS JOISTS TO REMAIN DRAM Al3s p f PROJE(,T, OR FUR TI1B: COMPI.LTION (11 'IVIS PROJECT ['(iK (mil.xS VIII -" ------------------------------- -- -' ----------------•'---------� ELEV. +8'-ct" AFF N.LFJ �I �ELEV. +51-01" AFF N.LFJ - �_ �l�l�l/l�lTl/f►l�ll111T1�1RT1�1r1��11�1�1T1�1�1T111�1�1t1111►117�11�i ------ ---__ _ _ - _ _ ------_ __ _____ _ __ __ _- --- _ - _ ..... 111111.1111111.111111111.1 1111111111111 111111.110.11111.1111'1 ----t- 4 - - L 1•• -_+ 1-;- Plotted: Friday,October 09,2015 7:48am By: erne•sto I J I I rim i �'. '4 File J,:\AVGA Current Jobs\AVGA L'n,i,ned 1 r,,ect fibett Residcnce Southol 1`, -h• •• (2) LAYERS 5/8" GYP. A8.1 `a f . KITCHEN I I BD.ON WALLS AND II I I• 103 I � iI CEILING. d .�. .� _-- rt�. - .�_w � I ,ENTRY_, I T I KITCI N s , .1 Ii AGKLE RM GARAGE 102 1 I L_.�� 104 !05 . ._.a 1031 ! i L 1I •• l Sections EXIST& WALL TO - EXIST&WALL TO REMAIN 1 1BE REMOVED t. NEW 4" SLAB ON GRADE 1 , :, 1. , ..--z.: , , , WWF 6/6-WL4XWI.4 1 EXIST'& SLAB TO REMAIN ' , , , 1 _ Proposed Addition -I „ I _ ! T.O. FIRST FLOOR FINISH T.O. FIRST FLOOR FINISH --° - - - __ rata '- .-. - I " ( 1 441.89 +418') '_. ELEV. +O-0oELEV. +O-0 del � € _ 1III ) r AVG. GRADE �}�, AVG.GRADE- , _ : , .. . . as ELEV. -I'-O I/4° (el. +8."(8') �W ELEV. -I'-O I/4" (al. +8.'i8') ,, „ • noted . . ., ,‘ . . . . . . . . . f 3 Section 4 Section . A4 , . A4.1 SCALE: 1/4" = 1'-0" 0 A4.1 SCALE: 1/4" = 1'-0" t 1 l I' {' \ AA Fireplace/Chimney �1 otes °` z I.ALL MASONRY FIREPLACES TO BE BUILT AS SOLID-FUEL 5. MECHANICAL DRAFT SYSTEMS SHALL BE LISTED IN q. ALL FIREPLACES, SURROUNDS AND MANTELS TO BE I .rte' ,::' 5 BURNING FIREPLACES AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH UL 378 AND APPROVED BY THE INSTALLED IN STRICT CONFORMANCE TO FIRE ` A'i.l ACCORDANCE WITH NY STATE RESIDENTIAL CODE SECTION MANUFACTURER'S ENGINEER TO MAINTAIN DRAFT A5 PER UNDERWRITERS SPECIFICATION,FACTORY-BUILT FIREPLACE ‘,,,,,,,,_......7_,:' RIOOI AND NEPA 211. SECTION 4.1.2.5(3) OF NEPA 211. USE OF AN AUTOMATED SPECIFICATIONS AND NEW YORK STATE BUILDING CODE. I I ; • FIREPLACE DAMPER SHALL BE RATED FOR USE WITH A WOODWORK OR OTHER COMBUSTIBLE MATERIALS SHALL NOT 1 ' 2. AlL FACTORY-BUILT CHIMNEYS FOR MASONRY FIR.EPLAGES ,. l 4'-IOy4."IVARIES SHALL COMPLY WITH THE REQUIREMENTS OF ULI03 AND SHALL SOLID-EUEL BURNING APPLIANCE FLUE AND SHALL MEET THE BE PLACED WITHIN 6"OF A FIREPLACE OPENING. RQUIREMENTS OF ANSI Z21.6b-Iggb STANDARD FOR AUTOMATIC COMBUSTIBLE MATERIAL WITHIN 12" OF THE FIREPLACE rj v:: BE MARKED RESIDENTIAL TYPE AND BUILDING HEATING - - 2'-fig" VARIES 2'- 8" VARIES AA VENT DAMPER DEVICES FOR USE WITH GA5 FIRED APPLIANCES. OPENING SHALL NOT PROJECT MORE THAN I/8° FOR EACH I" `, -.. APPLIANCE CHIMNEY" AS PER NY STATE RESIDENTIAL GORE DISTANCE FROM SUCH OPENING. ';`' _' SECTION RIOO5- G. CHIMNEY FIREBLOCKING. ALL SPACES IN BETWEEN ''' ' I 7 11 5. ALL FACTORY-BUILT FIREPLACES SHALL BE TESTED INLINESI ` `''` ....�-�11r��"�I I6-4/g FROM "XX' GRIDLINE ACCORDANCE WITH UL 121 AND SHALL COMPLY WITH NY STATE CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH 10. PROVIDE GAS FOR DECORATIVE VENTED 'I CHIMNEYS PASS SHALL BE FIREBLOCKED WITH APPLIANCES(GAS LOG KITS) AS DIRECTED BY OWNER. -N \ II 'i•',/,',' ' RESIDENTIAL CODE SECTION RI004. THEY SHALL BE INSTALLED - FASTENEDAPPLIANCESI �:_. i ,:._‘‘ *,,,. • 1 NON-COMBUSTIBLE MATERIAL SECURELY IN DECORATIVE VENTED SHALL ONLY BE `l. :awwh. I .\', ; , - I ACCORDANCE WITH MANUFACTURERSINSTRUCTIONS. AN PLACE. THE FIREBLOCKING OF SPACES IN BETWEEN INSTALLED IN APPROVED SOLID FUEL-BURNING FIREPLACES. '"z.= I i NCHIMNEYS AND WOOD JOISTS,BEAMS OR HEADERS SHALL BE NO DEVICE INSTALLED IN A FIREPLACE THAT USES A IN AGGO ANE TH THE IN T 5 MI r ('� UNVENTED BUG LOG HEATER SHALL NOT BE INSTA DNA t `. t ®.� 1 Y FACTORY BUILT FIREPLACE UNLESS THE FIREPLACE SYSTEM >= I j + in �� �� . I ' TO A DEPTH OF I INCH AND SHALL ONLY B_ PLACED ON GASEOUS FUEL FOR ITS OPERATION SHALL BE EQUIPPED 1 ; 1 isi _ ���� �I���1 r te' HAS BEEN SPECIFICALLY TESTED,LISTF-D AND LAMED FOR STRIPS OF METAL OR METAL LATH LAID ACROSS THE WITH A CONTINUOUSLY OPERATED STANDING PILOT LIGHT. I- i- _ f '" �l - SUCH USE IN ACCORDANCE WITH UL 121. SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. CONTRACTOR TO COORDINATE GAS SUPPLY VALVE Al\IDRFANYI i ', ; ' . CONTROLS FOR DECORATIVE VENTED APPLIANCE WITH E i s, . ,� /. .; 4. DECORATIVE VENTED APPLIANCES (GAS-LOG KITS) SHALL 1• MAINTAIN 2" MIN. CLEARANCE BETWEEN AUTOMATED DAMPER SYSTEM CONTROLS. ONLY BE INSTALLED IN SOLID FUEL-BURNING FIREPLACES AND FIREPLACES/CHIMNEYS AND COMBUSTIBLE MATERIAL AND I" L-1 11•11 El SHALL BE TESTED IN ACCORDANCE WITH ANSI 221.60 AND II. ALL FIREPLACES SHALL BE INSTALLED WITH TIGHT-FITTING GIAMB [7.. hi .� I BETWEEN CHIMNEY AND COMBUSTIBLE MATERIAL WHEN -- r I SHALL BE INSTALLED A5 PER THE MANUFACTURER'S CHIMNEY 15 LOCATED ENTIRELY OUTSIDE THE EXTERIOR NONCOMBUSTIBLE FIREPLACE DOORS TO CONTROL 0 INSTALLATION INSTRUCTIONS. DECORATIVE VENTED WALLS. THE AIR SPACE SHALL NOT BE FILLED EXCEPT TO INFILTRATION LOSSES AS PER NY STATE RESIDENTIAL CODE ASSOCIATES 0 1J .. 41 _ - 1 ` APPLIANCES CAN RIOT BE INSTALLED IN SLEEPING ROOMS, PROVIDE FIREBLOCKING AS PER N.Y.S. BUILDING CODE. SECTION NIIOI.II - - : BATHROOMS,TOILET ROOMS OR STORAGE CLOSETS UNLESS EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING X = THEY MEET THE REQUIREMENTS OF NY STATE RESIDENTIAL MATERIAL a 12. FACTORY-BUILT OR MASONRY FIREPLACES SHALL BE �, SHALL BE PERMITTED TO SIDING ,FLOORING AND DRYWALL E APPLIANCE TO p00 E THE El` �= CODE SECT►ON 624075 WHICH LIMITS TH f ,ABUT THE MASONRY FIREPLAG MECHANICALLY VENTILATED AND CONTROLLED 50 THAT I �1 ;' '<, ,, ,„ i ,,,, , BTU TO EACH 50G-F.OF ROOM VOLUME- SIDE WALLS AND HEARTH EXTENSION.,PROVIDED SUCH INDOOR PRESSURE IS NEUTRAL OR POSITIVE AS PER NY t ® � ��I� lCtrs O • ‘, I I COMBUSTIBLE TRIM OR SHEATHING 15 A MINIMUM OF 12" FROM STATE RESIDENTIAL GODS SECTION RIOOb. IF THE ROOM •. • THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING' POSITIVE INDOOR PRESJRE THAN THE FIREBOX SHALL BE• ; ;� y,1 . CANNOT MECHANICALLY BE PROVIDED WITH NEUTRAL OR _� :' ' '` ' < Seven Main Street Suite A m ;}y; v ^%< •, ' 8. PROVIDE WEEPHOLES AT BOTTON OF CAVITY WALLS AND EQUIPPED WITH AN EXTERIOR AIR SUPPLY AND THAT THE I ■ ^ ` T•T `r III EXTERIOR AIR INTAKE SHALL NOT BE LOCATED AT AN in AT ALL APPROPRIATE LOCATIONS @ 2'-0" O.G. MINIMUM. . _ 1 ELEVATION HIGHER THAN THE FIREBOX. i Cold Spring Harbor, NY 11724 . a MASONRY FIREPLACE SCHEDULE P:631.367.0050 F:631.367.6636 Chirnne at Ro o f Level ! yk ► : `; ii d ( lam ertonc rc tects.com A7.1 SCALE: 1/2" = 1'-0" (' z p S v wv - ` _ .) `` ., , PO X F- P P v F- r OC Q L 2 u'Ul i< \ 1v 0 AA , 1: y . N u oo o z .. --,P s° �� spa �Q� 11 : A POOL TERRACE +0-8 +O-8 42 3b 225" 1/10 138.6 13"x16" qq.'i 5 . . i?t;;: � • %y', ,>>r; A MASTER BEDROOM 203 +61-q" + ___ '•(` 1 11 1 ° 11 11 225" 12" �rw.r. wr-..•+v. - ve.w +.wr Al I 8-g 3b 30 1/12 8q.b4 DIAM. '1128 / <, t f >V •\;, \ ~ •.'�,,...'.w�«+- +w�•.ti.wrn..•wr..w.r 'j({' .. :x' " Tibett �, eSldenceNUM. pi - I '. .. �� r� n0 . �'�` .`. Y,\/.r.„,, ,, ./ •C♦�' ','' �'}' by !x{ :r .� - t . .„ \ C ttNIZOttt ?' Ji,y I L''1 t\> �,\''\‘,.., •• N k.IN IA L•Emeift411 .� iti I I 4,431 IN u i••••17i.0%. _ _ u ' ,''';i "C'' 'T* .,, , ,, ,,, ,, ,,, , , ( \��x 185 �Xlillo�v Point Rd -i.r- R. , \ i S\H\I -�, 1.4 m „.. ,„ ‘i , , , \ ,,,, �' . , 04 BAS IN GROUTED x ` \ x SOLID CELL AT CORNERS �� � :0 0.: \\, , ,,,\,,,,, ,.K''/K Southold �Y ' OF FIREPLACE,LAE'Ib . ' .*,"‘\Si_ .. W pr v. ‘4,* MIN. �� L K �-- .k:4.k,.. s\P 4*.it:k 2. \•,....\ + • \, +P \14 s v<'u. ,K• ;\ . . ` f ; `1_, AIR INTAKE rd . ' �+ II I �It I 11 t1 I II \ � �,�. 'Y: DAMPER COMBUSTION ` - �� �'.' _•F''� z - II I O 1 6'-41e," w•RIES _� .. Iv* N. r ;,.2'''‘X`. MASTER BEDROOM :, $$ r��� ,`^ ? ` "^ �'' : ^' ♦♦ `� 10-06-2015 Issued for Bldg. Permit I' ' `i \,'` ''',Y' ;;x' YZ • lead . .411, jj 1' X• _ILI { �� t Z ;y :>,`:' y. MIN • DEPTH Ib"F/P OPidS<bs.P. f. -� x ?7� u' TIGHT-FITTING �xX` � ',X 20•F/P OP'&>bs.P. V -' /',•;[` `.),-'•4:••• k ' NONCOMBUSTIBLE y vi MASTER BEDROOM N 'n '^' `" FIREPLACE GLA55In k•y , • 203 ; ; DOORS i ,,, i , �♦�• < 4'FIR ICK- ♦♦ I , t r:''' COMBUSTION AIR INTAKE %� + RftIN3EGYL� _ �� <y' PATTERN .i.i t w DAMPER /,;(\-- c'''' 1 , t - xl I T�/ � LEXTENT OF - ' HEARTH gyp .,`f> l :ti ,�4 N NON-COM TIBLE yx • >'r �� ini :x /I '. 2Nk '•'• 1 / . Fire lace at Second Floor Level ;> ti yL,1 , / 5 11 11 11 11 1_ " ''' • 1 FROM "XX" GRIDLINE I IOy :r,. ... .. �-• Ni„.. I` 2 p i8 8 2 ` , 4 ►IFNrv.� Z t t' ,,, , • w-L.___..), I' A / .1 SCALE 1/2" = 1' 0" I ♦ ����♦ f <`rr„'. ;', };, FLUE-SIE !x.4!4 NI 1 4. , V E <?„,. .,<. .„ ‘ . . ‹...< SCHEDULE x, ;' 4 , k`',< >; . ; I•<`a i•�..•i ��4 \5 GENT Gi D Afi( 1y% r; I 4_ _41 _ , ..;„ y�� , mirlit y \< v. , SMOKE 1 °, - c1 AA I 11 X, .<` rP>,< t: •< ' III MIN b � � ����:. r'``' P�C 66--�auuoa �' Y Y l�XMt1-FILLED ► ♦`. � 0�t,�s 0 g • << <,:/s,'>,:,.•„‘',,, \ - 7 al i Zi1 2080 ��P , , A7.I > '. ,.:' ,-,,'.‘, ',>, v, >:-5c.,'<,,., CURVED °�►:���� , y ' C Fireplace Plan F N ��-.�� '►DOMINARD , r N �:'/'" OF NES ' ...'/A.- -, - , ';<�~ 'ti x •; ,,� ■ Ti�vRA�i °MOKE SI-ELF �♦4' 1 ����1 MBS WOOL # 1� -r, 811 1 f .-, 4'M �,\ . :';�;<' ► I/2 MIN -.. , A7.1 SCALE: _ -:,,cz. f. ,, ,, ` iii 44` ��� 3/411 11 oil zi ( ✓C� < ,,,;,,y 101 . .,,} > \ ' �` • A '4;-4. '` v �8 • 6- 4, �R,= i / I 1 :� .,�,.; Issued for Bldg. Permit f �J�8" 8" I'-q" I'-q" 8" q 8" - / K ;' ,< . .4'1.1 � 4� ' i k5�4° ` 4 (V y _ • t *' FORM DAMPER .�oip : ` , comasTetz CONSTRUCTION © AVGA e p,' I n 1 u CURVE BACK ��r 3� 4' GALS-5TL-LINTEL \ <x : 13'-Il�g" SROM "XX" GRIDLINE I-I 2 2- 8 WAIL Ful: COPl'RILEn DRAwiNcs,,PEER If/MOM AND OTHER 001 L\II\IS 11 .'< � 1 .' ,' rid*. ,`�:.,,<^<,:� - ♦V�• 1RLtARFD ISP A\DRT.\V \'GI\\1111'R•I.ONIS:\KllASSO(IY1'1,5, \RCIII'11('I'9. ,'c', �►�♦ ��, ;.Kl. X • '` / 01�,� } TIGHT-FITTING (MGM!OR rlHSPROILCI,ARI. INS'RUM!'OS 01 A\CA. TllPsr, DOC(nu\Is •• � _ /4,1111‘T. y„.2; 114 BAR IN GROUTED �♦ NONGOMEUSTIM MU SI,RV1CL51 OR•I'I II:USI,SO1.1.1Y R1'I1I RItSP1("1"IO 11115 PROII('T l\I I ss y, ''': ' < ` ' ' ` - 1i - 1FIREPLACE DOCS UT-1Hati51( PRO\'IllI:D :\\,GA SII,\LI TSF DI,1{1111)'1HI•.,ll1'IIOR UI"1111 til Nizt:". • •. >: t>.i; % <'` •y 1 m SOLID CELL AT ►.A iD1 .0 , 4 -:•:•-',% •:(‘i , 111 -W DOCU111iN'lS AND MIA!! RP;rhIN ALL(.O\I\[OtJ.,\\\,S1'A'IUrOR1' ;1\UO'IItI,R `\ '� ' � ,/ 1 GOMBV;TIONAIR RISERVE D ltl(,IR'S'111X1 Till St DO(I.MINIS SIL\I I. NO'I 13L ISI I) ISI' '1!11 gg ry r A1.i " Co :�.. -==�-= = OF FIREFLAGE,LAP U♦ \ to d %` /� \., cp Ib'MIN .� .� ",FIRRIGK-TIP; INTAKE rt/DAMPER oarnr:R, OR 01111 RS , ON c)rnrn t Rc)IrcTS I OR ADM! 1() 1 1; r- , + ► A,VIII I - � • � IficRRINEPA no!:(..T, on TOR 11u: conuylhru)N Ol uu5 Pao)l.rr 31nt enol IIS NL ii *4"...\.�//.T iliH //L'r AN: rk ,. Mil A 2160% 6 /P Gr"iJv<bv.P. Plotted: ri O o 09 1115 9 4' ♦ aa��; O �♦ I da}, ct ber ,2 .2 am By: ernesw i ts t NAASX.04. 0 44 , I \ I.4 � � II File: L:AANCA Current Jobs\ANCA Unsigned Projects\Tibctt Rcsldence',Snulhol ‹:*•••+ I. cpEBpx .y HEARTH ..� .m_ ," ,.: _-._ ... ...,,. _,.._ ___.-,._ __.._•_.-.v. w „ '04 s ♦ 4 i ` DATUM ` DATUM .' _ • \ ,�,;:: ; ..Sf :�fII� ~���h .i !co s.4.:�3� . .. ���:' .. - __ _ � l' 0. `� _ _ sw...��ru.i w ♦_�w�aaoaN►��i��.. .... ..... .... ..... ........ .. .. .,:�:'\S ''', \.' Axa, :4,\'':moo' , >y:, ,,. :?,, .. 1`,,,,ire\\ .a o•� ,., ,,.. �.v a:,,,�� • _ :I i I Fire lace . etalls -' STORAGE _ � 106 �'J t.4 ....l. - ° ( P.R. ` '' _ I • �: `�; , i►�►�� `� „; Ili 107 � 04 �N ►�'i►i x :.:,i " ,"K\;,:: : : ,s : ,:..a::" a4 DOM.X Ie•xIb• 00 ;.44 ► j1� X ::a ,,-,\‘', \ AT CORNERS Mit :4_1..A CANTILEVERED :: 04 BAR IN 6ROVTED ►�e♦�� r 1" AS Noted SLAB-SEE 5iRIZTIRAL t ',-., UI - SOLID GSEU.AT r,::; VOID t•-•4 1L \ , .b,, . 'h. .11,• e. 1.s. .. . 1 OF FIREPLACE,LAP I u T \ Ib'MIN ♦♦ ,♦. m ��• •41 r3 Fireplace at First door Level 4 Fire lace Section 5 Fireplace Section 6 '�'yplcal Fireplace Section ! '‘,7._.1 SCALE: 1/2" = 1,-0" A7.1.1 SCALE: 1/2" = l'-0" A7.1 SCALE: 1/2" = 1,-0" A7.1 SCALE: 3/4" = 11-0" pp • NEW ASPHALT ROOF SHINGLES TO MATCH EXIST'G „ J) ;::::,-. :‘, ,: ''''''':!: ,'''''' '‘:!H /j i Y tt A.--/-\\\Hi''''./ :7•;.'7:4''' OM #2050 r r- ' �M w�� t1 \ \ fir ASPHALT ROOF SHINGLES ix FASCIA / \ / \ / , TO MATCH EXIST'S. • SOFFIT AND SOFFIT VENT / ' TO MATCH EXIST'G. /// ALUMINUM GUTTERS DYKES #185 8 LEADERS TO MATCH EXIST G. A -.,..\„ hi, , , (...-- �4 :, . : 11 .......________-..--2 ....•. _-- ''-..- -- „ ._. ) �- lir GIAM i• F,RT� F, ft ASPHALT ROOF SHINGLES • TO MATCH EXISVG. 21�t I ALUMINUM GUTTERS _ _. . & ASSOCIATH;S '''' : y 8 r B LEADERS TO ` `r — — -) MATCH EXIST'G. 1 i... ....„ /- (AI � —� OWM#2050 f °ACH�T �ICTS ° /' . . „,..,,*,,,\ Ix FASCIA --H. , , i A SOFFIT AND SOFFIT VENT . . / J - X - R TO MATCH EXIST'G. -. 14.11...11 ' ' , : DYKES#185 Seven Main Street Suite , A • lliii 8" %4 Cold Spring Harbor, l�Y 11724 t�t / k 18 PREMIUM,CERT-LAST, / - - - -' i GERTI-SAWN TAPERSAWN ry ! � ' / ) SHAKES-5 I/2" TO WEATHER P.631 367 0050 F.631.367.6636 OM#2050 \ • iii Ix FASCIA /' ),„,pi • 30#BUILDING FELT-OVERLAP 2" SOFFIT AND SOFFIT VENT t/2" PLYWOOD SHEATHING ) GiambertoneArchitects.com TO MATCH E%IST'G. DYKES #185 Ix FRIEZE SD. ' I5/" ' r�'N 1 ...-------"N • / I ; ). x . . CD;..S...Ection '. j , SCALE:3" = V-0" ' 4// / X i 'Tlbett Residence AND DOORS SEE DETAILI, f J �' ". HRM #202 /� i �„ � 8 " 185 Willow Point Rd. Y i Southold . I e„ Il \, I// - .J; i -----„) } F • \_/ , 10-06-2015 Issued for Bld Permit i COPPER DRIP GAP FLASHING �. ,,, 33/x` 1,,;fi : ;; ; ; A� i IN ! \ m 111111' . q INNip � K$ °AI��y/T • to , r l r Rr..,. :,,,:.::).;* ; 7-X ; I '; acli\ti / ' t HRM#116$ . ( ATF OF�1:.E DYKES#185 i r/ t l' 5/4 FASCIA tl I — — Y \ \ H1.<Iti. r . li,„ 1\ . 1 _ ,___. :„,_ , il.--_ / ! , , , Issued for Bldg.Permit DI / 1 7,,,,„\\ (......_____„. 77.... a. _ DYKES*155 )"' F`, __. ! _',.. © 2015 AVGA / cs / \ IS" PREMIUM,CERT-LAST, THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS/ I GERTI-SAWN TAPERSAWN PREPARED BY ANDREW V.GIAMBL•.RTONE AND ASSOCIATES,ARCHITECTS,P.C. 0 (AVGA)FOR TI}ISPROJECT,ARE INSTRUMENTS OF AVGA. TI[ESE DOCUMENTS CLAD WINDOW AS pQ� J SHAKES-5 1/2” TO �L-ATHER ARE SERVICES FORTHEISESOLELY\4T'11 RI/SPECT TO THIS PROJI.(.T l'VLL.SS MANUFACTURED BY "MARVIN° %/I, OTHP,R\'ISE PROVIDED, ;SVGA SHALL BI: DI(I'.MCI)'L'HI:AUTHOR OP'L HI SI. INSTALL AS PER MANUF. SPECS. _� . 30#BUILDING FELT-OVERLAP 2" DOCUMENTS AND SHALL RETAIN ALLCOMMONLAW,STATUTORY AND()THER RESERVED RIGHTS THAT rIIESE UOCL'\L}:NIS SI IAL[. NOT BE' USEU B1' '1111: £ - /I \ / \ „ �, r. • O\VNER, OR OTHERS, ON OTIfER PROJECt-S FOR AUDITIONS "1'O '1'1115 , COPPER PAN ® ALL WINDOWS _ i I 1/2 PLYWOOD SREATHING PROJECT, OR FOR THE COMPLETION OF THIS PROJL.ET FOR OTHERS. I AND DOORS SEE DETAIL i ' � 1 , All , Plotted: Friday,October 09,2015-9:27am By: ernesto File: I.:\AVGA Current Jobs\AVGA Unsigned Projects\Tibet[Residence-(Southo]^,V IS PREMIUM CERT-LAST,GERTI-SANLN 0/2o, � _ -i�� TAPERSAWN SHAKES-5 1/2 TO WEATH_R , / ",j 30#BUILDING FELT-OVERLAP 1 Iftil% ' , ..,._'"...... .......... .._..... ...,..,,.,.,..,, .. . .. . AZEK' SILLi —.11111111111Mill!' I/2” PLYWOOD SHEATHING � , tt _ : i' it OOM#1018 I ! Details , 18" PREMIUM,CERT-LAST,GERTI-SAWN 3/4't • ( ' a i t , f t t TAPERSAWN SHAKES-5 1/2,i TO WEATHER Proposed Addition ' : r 30#BUILDING FELT-OVERLAP 2" \ f 1 SC `` '• as noted 1/2" PLYWOOD SHEATHING r 2 Detail d 4 Detail 1 Detail pp p AO.1 +SCALE:3" = 1' 0" •1 flSCALE:3" = V-0" t ' ' /' 8.1 SCALE : 3" = 1'-0" 1 : —A. 8 0 1 , I • .... . -4 ../1.4..........W.Vaittal...0...4.1.4**61..,...AM....lilaakdaa 110...d.....................•.27:1 fr:•,,, , \ s' I 'i • .•-I:3Y, , „,_ti ‘r:ii•," ''''--..! . I -..x.l'-7.:;.:' ;A' •.:': ''',..*.• : ,: ‘, , 7 , . 4',:‘'„' • 7.... . . :,:,z• i- 7,',,,, ,:' • , = tg 1 cei ..1 _ , . Cl ............. .„...,„..„ A X It R. E W m- V c - \= \ 'cr PROVIDE SOLID BLOCKING C\—‘ .....,„..... . TO ATTACH CUSTOM = c41..2%0 COPPER FINIAL ttiki3 . ' = I / GIAMB ERT 0 NE & ASS 0 CIAT .. \,,,,.... hijs .,. . „.. .0 0. 1 . t, , I 4)ARCH TTF CTs , ) ..L.,:s.. 4 i ...4\_. - . 11 i ( . i , 1 Seven Main t.reet) Swte A A .3. S V • • : oi Cp. ld Spring Harbor, NY 11724 . .631.367.0050 F:631.367.6636 , . , . 1 COPPER NII 1414 i ' . DRIP CAP FLASHIN& 13 I GiambertoneAtchitects.com 9 : 8 "----71/ , , d \'''i •-•/ 0 ' ..:. •,<_ :1 ! ..'"'"' '"..... ' 1 i ‘fh 441414N;17. 74.' 1 •I /\ / et21 . 11114 . ZAT 3' i".303;::—..------ A.. .-3-..3...,-,-3A,A,,,,A 33: -A ,.-A3 A.,r-..-- ,•—,,Z--:::13 .,_ ', 3 OINM 20I5A INVERTED -- ' 1 : \ ‘--- i 1414 , ..„ .. --- .01 ---- I I\ 12 ..„, / Ix AZEK FASCIA , I / / 4N.t DYKES#185 AZEK , , \ 141 :. . .„ __•,,. s:. . . •1 . i . . ! : 1,11 . : ...: • _... ..,. Tibett Residence . . T/41 65/41I ' , , I i I , , . N , , . . . i . 1...li, . . { 185 Willow Point Rd. . , . . . , ...y... 1 . . • . I .. , i Southold, \ X , I , • Job / ; ; = g ; 0 II 1 in: 1 I 1 q i i . . 1 r-- • 1006-2011,Isiosuedfoo8r0B41dg Permit , 11 . . . , I 11 . - II , . . 1 'N '''4% %l4'%4"'It'%'%'''''om,-•/lppp.... .„ . . . . ; . T.O. PLATE ELEV: 22Lci 3/4' $ . -"4111011` M 1 :at til '''r 1,-. cs3 0 . '...,;; .•4.,{.1 Do ; . . , .41,01w. „,..;41.3,4Z4,1,. .;,/3, --r . , , ' . l'0.11.00.eritiit',..:'-t.: 4 4) A ; , --- . . . , •-------..„..) II ___./----- 1 VAL N.: •PNEwe -• 1 r-\_J i . . . „ COPPERAINDOW PAN . ‘, 1 , , . , _ __________Th r stattT :\ „ ., , , lx BUILT UP SILL 6: . '1. '4 Not For Construction ..„„.. .. ...i........,....„.::,..,........” . „„....,. , __,.._,_ •,.._ , .:_._____ _. _ . . , _ r2 Tower Roof Profile Tpiti.,Rw.:„..„RiByG,,,N;D;),R.E,',„'„iiv,'.GG.,:m,,',:,,,,,,.,,,,,,,,(,,,,N,,,E„.0NDsix,,,A'oNci,:),,'„ro-rii,,A•E'icHD'i,'T'xi:,'ci.,iii,s11,„„„.7,,,.. OWM 20I5A AZEK--------------------- -:\ -._-_,' A8...2 = ,177PRAW. 4.2±303WINIMINSI . C011\'i'l&)"i li , © 2015 AVGA .,... (AVGA)FORTIES PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMEN-IS rbilICUIS. T,,(13s.HTTIA1TI.AluSuTporRIRO0yJREAC,N0TD.FUo.iNTHI,111131;,1: • RESERVED RIGIITS TIIAT TIIESE DOCUMENTS SIIALL NOT 13E USED BY 7I113 - OWNER, OR OTHERS, ON OTHER PROJECT'S FOR ADDITIONS TO THI PROJECT, OR FOR TIIE CONIT'LLTION OF THIS PROJECT FOR OTIII PSs Plotted: Wednesday,October 07,2015-2:40pm By: crnesto i . II _ I II - SCALE• 1 1/2 — 1-0 ,,-:-.--<_ FiEwiviNscTsElspANFRORDviTsonli,A.Enu,u,sAEREvsiG°.A.ALIENsLH‘A j'Ail'.,;1.cT13:las.:PIN.:Eig:Arl. ---__ --' File: J,:\AVGA Current Jobs\AVGA Unsigned Projects\Tibett Residcnce-(Scutbol ‘, 1\ : lir- ..t 1.. .„.... .„.„.„ „„ . • ....'* 11 1 . . . t I I i I ! 11 I 11. • PropoDetails d dition I1 .,. , I i[ scalc, as notei - . 1 1 1 i 11 . i 1 Detail . . I 1 A8 2 • SCALE:3" = 1'-0" i 0 I I ! 1 I ; . . .... ... i ! . I i , • ,,,,,,.....,,, 1,\---_-------------Th. 1 1 A i -,,A;., ,, ',‘,7 1 I 1,, „ .„, ,: I 1 . ' i', :' ] , t I • 1 .,...._______------ ' ,,i.,..(q A/ ':V, I •., . ‘. `.' y: I , . , .,. 4 1 1 V . , (----- ' - ; 1 I 1 , ' 1 , I : : , . , . , . 1 , I \ A'. : \ R E W V. , , , , , , , . . r. K ------------............ 1 GiAmBFRTo\E 1 i J , ! \\...... ' 1 H‘ & ASSOCIATFAS r ' : . " 1 / ' 1 . ; I , I . . , *ARC HITE CT s * , . --_.............. p i 1 i r : - i 1 I Seven Main Street, Suite A , 1 , I Cold Spring Harbor, NY 11724 . , 2nd FLR.R. FINISH P:631.367.0050 F:631.367.6636_ sI it _ ci (---- -------\\ (----- -------\\ (---------- 77---- ------ c , GiambertoneArchitects.com , i = *s.4. 1 : . z-4 ..„......„ .......... .,..„. . ......,.. .. . . „.„. • „, , ...... . . , . . . . k...) = ..•i T.* 1., 4.•• • i ' • . I . . 1--- i '' .,• , \co I -.. -------/ - ----, ; I // \ I - t . Tibett Residence ,. , , • , , . i ! ,. 1 ! , i i i 41 185 Willow Point Rd. /. : 1 I Southold, NY „ ,, .. „ .. , ,,„ ,,_„,, , .........„„ „ .„... I 1 „.....1..., .,,,,„.,..0.,,‘,".• . , ,, ,, , • ,, ,, , ,• ,„ . , i . 1 , " 1 , i- . . „.....„. „ .„.„....„ i , 1 • . ,,,,,.c II' ... .. , , . • „ ,, .. ,, ., 10-06-2015 Issued for Bldg. Permit 1 Detail . . , . .. 1 . / A8.3 SCALE:3" = V-0" . • 1, 1. . ' I . ! I I ! !, , . - : ,.ç, ED Ap '-. . ' I , ., 1 I T .11), ii ..,-- .. li 11 , wily p. ,,.,.. 4 A ,/, ,} • • il / 4 i 1 11 Issued for Bldg. Permit ql..., . .. „.... .„ • , © 2015 AVGA THE COPYRIGHT DRAWINGS,SPECIFICATIONS, AND OTHER DOCUMENTS I I PREPARED BY ANDREW V.GIAMBERTONE.AND ASSOCIATES,ARCHITECTS, P C. (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS OF AVGA. THESE DOCUMENTS • A I ARE SERVICES FOR T HE USE SOLELY WITI1 RESPEC1 TO TI1IS PROJECT. UNLESS ' 1 OTHERWISE PROVIDED, AVGA SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALLCOMN1ONLAW,STATUTORY AND OTHER ' I RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE : 1 OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS ' I • PROJECT, OR FOR TILE COMPLETION OF THIS PROJECT FOR OTHERS. I , . i L L ' 1 / ' 1 Plotted: Friday,October 09,2015-9:28am By: crust() ' • File: J.:\AVGA Current Jobs\AVGA Unsigned Projects\Tibett Residence-(Southol ) V . .. „..„ • e 4 . . . 1 1 . it U k, Details Proposed Addition „.. . ..„... . . SC , as noted . .......„........ . ..iic, e.f.s. A103 „ . 0 <o , " , " u 1 u ,rr'� �' y 2'-0/4" R.O. 2-IOy4 R.O. (y 2-by4 R.O. • R' 21-W4." F.5. 2'-a/4" F.S. f 2,_ !! F.S. 1 ' :n . - - ___ k. : ''''‘ : • 51-04" R.O. � .. , 2'-lOy4" R.O. '' r !! r F I , 2.-qy4" F.S. 2-IjY4 F.S. ' 1 // \ 5'-?y r, R.O.�-� -1 '- — // TIL.N1 lb:\ „ 5r_iy r. F.S. , „ ....,„ .,, ` \ 2'44" R.O. 1 -- I , �� - � / 2'-'(y4" F.S. / \ f � � ANDRFW V. , _. \ ti_ \ _ = O �? d� I 1 ' -• _ QC U- H - - - GIAMBERTON 1 j I \ & ASSOCIATES cn I .•,= I N . ., 1.2. _� ®ARCHI` ��CTS o • I \ II — Seven Main Street, Suite A - I \ \ -, .—.—\ i \ \ I r —' I \ \ I —• I Cold Spring Harbor, NY 11724 P:631.367.0050 F:631.367.6636 _g 1 "' `� GiambertoneArchitects.com N m m QTY: 4 QTY: I QTY: I QTY: 2 QTY: 3 i N • PRODUCT: CUDtI-NG 2828 PRODUCT: CUDh-NG 3026 PRODUCT: CUDH-NG 2436, CUDh-NG 2836, CUDh-NG 2436 (CUSTOM) PRODUCT: CUDh-NG 3226" PRODUCT: CUDh-NG 2622 SECOND FLOOR FINISH FLOOR _ \ _ - - - _ - - - \ - - _ _ _ _ _ _ _ _ - - _ - - _ - _ _ - _ _ - _ - _ - - _ _ _ - _ - ( 201, 202, 2035 204 205 206 207,208 209,210,211 :........... ............. . ... ..... . . .... . A Window Unit "A" B Window Urdt "B" (CWindow Unit °'C" D Window Unit °'D" N; Window Unit "E" c SCh1 .1 SCALE: 3/4 1 0 SCh1 .1 SCALE: 3/4 1 0 Sch1.1 SCALE : 3/4" 1 0 ' SCh1 .1 SCALE : 3/4" = 1' 0" SCh1 .1 SCALE : 3/4" - 1' 0" �' = '_ " rr = r rr r. = 1_ r, Tibett Residence ., . , . , . „ , 2'-01'! R.O. / 51-04" R.O. • 2'-8" F.S. '' / 1 2'-104" F.S. \ }-r- ,1 , ,I / 2'-I " R.O. 185 Willow Point Road / / I 2'- ' R.O. 2'-O" F.S. 5'-1" R.O. / I 2'-8" F.S. I Ii 3'-O" F.S. Southold, NY / 6. ‘51 _ ',—.- 'i / = do 6 6 6 CZ ii: / t ill I DL LL CZ 11— m m 1j O O �n I _ int cv E -`�' 74• �I � LL n j 10-06-2015 Issued for Bldg. Permit \ I m m • r 1 I '..................... . . \ \ • \ \ \ I I ScREp,iR . 4,4,<(/O NGEN T °yam: , efir � a'y :I7 • r' ;i re'/'•• .9 �c 0804 .� •-.4016*. ., `' OFNEW�0C\ .. co 1 m QTY: 3 - • Issued for Bldg.Permit -, 0 PRODUCT: CUCA-3260 _ S C ND FLOOR FINISH FLOOR _ \ - - _ _ _ - - - 0 2015 AVGA • IONS, AND OTHER CU MI 214 (OPP.) ,215 (FIX.),216 (AS DRAWN) '�' PREPAREDi THEYT BYHANDREWINGS V GIAMBERTO\ITANDASS(OCIIATES,ARCHITECTS,PIIS 1 i (AVGA)FOR THIS PROJECT,ARE INSTRUMENTS 01'AVGA THESE. DOCUMFN IS dJ ARE SERVICES FOR T HE USE SOLELY WITH RESPECT TO THIS PROJECT.UNLI SS OTHERWISE PROVIDED, AVGA SHALL BE DEEMED TILE AUTHOR OF TI IESL DOCUMENTS AND SHALL RETAIN ALLCOMMON1.AB',STATUTORY AND O"1'H(R ! RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THEOWNER, OR OTHERS, ON OTHER PROJECTS CTS FOR ADDITIONS T'0 THIS IF Window Unit °'F" PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. Plotted: Wednesday,October 07,2015-2:50pm By: ernesto SC�11 .1 SCALE : 3/4" = 1'-0" File: L:\AVGA Current Jobs\AVGA Unsigned Projects\Tibett Residence-(Southol , \\ . .. 11 tide, ii ' ' QTY: 3 QTY: 3 QTY: 4 QTY: I 1 Window , Ii PRODUCT: CUCA-3240 PRODUCT: CUCA-3240 PRODUCT: CUCA-2432 PRODUCT: CFELP-2436 I I � Schedule 301 302,303 304,305,306 307,308,309,310 311 } _. SECOND FLOOR F _ , – – – – – – – – – – – – – – – – ,. – – – – – – – – – – – – – – – – – \ _\ ..,,, , as noted 0,-O" 1 I......._....................._...... ......._........................ . ...... I d. r«w.i. els. E • 11 11 11 11 li 11 11 11 rG endow Unit Window Unit I I I Window Unit I Window Unit 1Will1 l I = 11-0" 11 :3/4" " SCh 1.1 SCALE : 3/4" = 1' 0" SCh 1.1 SCALE : 3/4" = V-0" ,� S ch 1 .1 SCALE :3/4" = 1' 0" 1 St y I C1i 0 il II I I r ..„„ ...., ........„....„.„ „„„ 0 (0) ‘„ '. 1 i ..,:-,-2.•,....--7.-,%!:-.-,,,;': , „ • 1.- ..• , . . ! i ..„ ,, ':,'. „ ,. , ... , • , . i •:..1,;; ''. ;', ,', I'-'4„:, i . . I 1 I'-4%" i .'4y,,,/ 3'-o" ivii 1-45/4" I ! / t / 51-6/4" / . 1,-1., , 1, ---. 3' " / / / I I , 1 /*-- -1 , - - 1-, —i ----- . . ._ ... - ----4 . • ANDREW, ,„ • ,, .• ___.. _ __ __. ,,„ ,, , • ,, 1, , , ,, ., ,. . r, V. I 77 I i . ,1 i . • • . „ ., , , 1 . ' / 1, , .,„ , „,,,/ I 1 , 1, , ,, i , i . ,•' ,, , // 1 i l, GiAmB h.),RT0 N h, . . /__• • ,,, , , , .1 .. , . , , , . . , . . . , . // ., • ., . . , . , „ • „ „ i. , • „ • . „:, ..• .. . . . . ', • ,. . • , : • ., , , 1 & As s 0 ciAT 1.--1ls , . . • 1, . • , . .. _ .. , .. , , . . . . , • , , . , . • . , , . . I, . . / !,I I!, , • .• . . . , .. : • ,/ • / /,, _ ., , • ; ,. .. , : _ •• . , . •, . ” // ARcH/I, F44 cr s , •• • , . ., , • ,, -:, , • • II 4 4,'' I . 3 if/ /i • 1/ 1 II II I I I\ II - . ..,. - .., ___. . . ..-. -.--... ... .- . ...-- 1 ......t° I ' </ . \ :, .. .\ 44 .. 4 I 1 !I I 1 1 b , _.. __,.. 1/ i 11 ii i- 1 \: 1 . : „ . . // o 1, , N II , ,, „ , \ i ! 11 ,1 \ l' 1 , . , i :..0 ,. II I II . ,_ i II 1 i-- . . . _ !' I- li \ il , ,- , \ - . .-- 1 Seven Main Street, Suite A • ,____._ ______ /, :, !\ / : : ,, :, . „/, ,: I 1,\\ /I . ! ,1 • , , h ,/ 1 f/ :// /11 11 li ' 1 : 1 . 1 i,/ / . , . _______\, , • III ,, , _ _ ,. . N, 1 . ,, i ,, li 11 ii 4 , I Cold Spring Harbor, NY 11724 ,, ,,,, 1 \ . . _ ..__. . \ , ...1 ,1 II . di I I I i 1 \ . ly // ii ! [ I II . . s .\, \ , 1 . . 1 / 1 P631.367.0050 F631.367.6636 1 / 111 I i I i , i‘ \\\\,„ • i , , ,• ,.\ , :. \ /1 , , ;, I . , , • ,. 1 ; y // , ,, , , ,, . • . , /ii , ,_, i • , \ , ,, . , uiambertoneArcnitects.corn \ • ,, , :, , • • ,„ . . 4/ i I \I . . „ „ , , ! , „ . . ,, • .. • • . , , , . , . , . , /1 1 i 11 ii III 1 , . , ,, •„, . , , •„/ , \\,: ., N „ .,. . ..____ _ •, ,, „ s\•,, „ • . , , 1: /zi. 1 „ . . „ 1, . .. t ....., , 1 il t \ i N ,, 13 II II \ . 1 I' 13 1 ', _ N. 0 II I 13 3 i3 3 , Os' FIRST FLOOR FINISH . , N. . — - - N - _ _-. __ - ____ - -'N--H--- , _ ____... __.4141/4--...,. ..... I : I QTY: I QTY: I QTY QTY: 2 -- .. . , — - ---------__ PRODUCT: CUSTOM PRODUCT: CUSTOM PRODUCT: CUSTOM . 1 , i Ort.)1CCI.‘„ PRODUCT: CUSTOM 101 102 103 (FIX.), 104 (OPER.) 105 I . 1 A Door Unit "A" rB- Door Unit "B" C Door Unit Unit vi D , Door D' Tibett Residence , i , . . 4.1. 4 :h2.1 SCALE:3/4" -= V-0" h2.y. SCALE: 3/4" = 1'-0" Sch2.1 SCALE : 3/4" = 1'-0". Sch1ji SCALE : 3/4" = 1 , ; i 185 Willow Point Road Southold, NY , , , , , ••„ . „ „. .... . • „...... „ . . 21-8" 1 / 10-06-2015 Issued for Bldg. Permit / . 1 „,....______, _ . ___ . _____ ----------- •7 .•• .• . •..... i' / : : , .• ----J .‹,.c,\S-TERE/..,)-1,2. . ...- / - . , ' 'R- OCEN)--, 0 .... , ).,. 6147 -5A • , .. - / . . . . _ . . . 0.3_, .......,. .4.- • I ... A71.1p-rzo 11P' . 804 .•••\ • - *(-- .-..'' -- .47-- - .r3 1 .,......,. „,.. ..„,„ .. ...„., . SLialS: :53 Issued for Bldg. Permit ,. 1\ , , . ! . , Co -ivri .1.1.: © 2015 AVGA . , ,i .... 1. 1 1 OS DPYRBIYCHATNDDRRE\WV IvNGcSii,sprEk:RTII,1,cNAETAHN„)NpsssnoriATOFTs1-1,t,RRCIDII(T)FC.(1,1N.ISI-Npit'S: . , 1 PTRILIEP CO, , 1 - i (AVGA)l'OR THIS PROJECT,ARE INSTRUMENTS 01'AVGA. THESE DOCE\IFNI S ARE SERVICES FOR T HE USE SOLELY WITI I RESPECT TO THIS PROJECT. UNLESS • • OTHERWISE PROVIDED, AVGA SHALL BE DEEMED TIIE AUTHOR OF TIIESE \ , DOCUMENTS AND SHALL RETAIN ALI.COMMONLAW,STATUTORY AND OTHER RESERVED RIGHTS THAT THESE DOCUMENTS SHALL NOT BE USED BY THE \ - OWNER, OR OTHERS, ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT, OR FOR THE COMPLETION OF THIS PROJECT FOR OTHERS. , „....„. ......„. . .„ Plotted: Wednesday,October 07,2015-2:51pm By: ernesro i File: LAAVGA Current Jobs\AVGA Unsigned Projects\Tibett Residencc-(Southol , \' FIRST FLOOIZ FINISH . - - — - - - — -— - _ _ _ • _ - \ _ _ 01-C?” QTY: I .. . .. .. .. PRODUCT: CUSTOM 106 F,xterior Door f 3 t 3 t 3 I ; Schedule i sciiic, , .. ..„ , i • u, u as noted FD Door Unit r, Sch2.1 SCALE : 3/4" = V-0" 1 I l' a\\-i , 1 ....„ , .... e.f.s. , 1 . .•• i 1.. ,‘,.. ,,,,,,k, 1. t I , ; i ,........ ............. „... ___..4.