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HomeMy WebLinkAbout40099-Z TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. //(Y2 9 Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined :............_ ,20 Single&Separate Storm-Water Assessment Form Approved ( "- " Contact:Mail to: Disapproved a/c, /� Phone: Expiration 20 / ' Building Inspector l r � 11_.�' I PPLICATION FOR BUIL) : R , t, ---------- 1 ...—.__— a�IP i i _, H Date A‘xsas1 21 ,20 l5 \ ____---) INSTRUCTIONS a.-"11 T applic.adion MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 2,3c LT ?at%4„T gum te©ta 1,-.1`1,1--)9 tootSf (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises ,u_ =,,_ . .____ .... (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 2(as e--17t ,t1 sr 1?,�lt -'+. +4,<cZ \St.A __L� House Number Street Hamlet County Tax Map No. 1000 Section Obi Block 5 Lot 2. Subdivision t-alts, Filed Map No.;V Lot ),,,}‘ti 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Si e LNA b. Intended use and occupancy S• N 3. Nature of work(check which applicable):New Building Addition 1c Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor +-'\i If garage, number of cars .-..v.‘ 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N1,p, 7. Dimensions of existing structures,if any:Front 5o`-� Rear p'- Depth WH � Height 13`-Z Number of Stories Dimensions of same structure with alterations or additions: Front So;- "+" Rear SOr- - Depth .f--4" Height 21' 2." Number of Stories 2 8. Dimensions of entire new construction:Front Rear_ Depth Height Number of Stories 9. Size of lot:Front 1ti4.31.."` Rear t4+.41' Depth ttr.e.o' 10.Date of Purchase ut,,wxvrws Name of Former Owner U +JD'-+- 11.Zone or use district in which premises are situated R.-`'4b 12. Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES NO k Will excess fill be removed from premises?YES NO x 14.Names of Owner of premisesfu,Lt.rn.r, FMtL 31-Address 1221 1st. Ituraiwt,Phone No. 7.4:6 t-(dclHName of Architect Kt*•U.s 'Rrti-ei,,vaSz,00104. Address.26, 1,4,u.41,5r• Ira. Phone No 2.12-645-zta.f Name of Contractor -[Rt, Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X radr 'ID a.m. *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. t= tix� b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? *YES NO x o-r-m avg. * - *IF YES,PROVIDE A COPY. 1Fa�owu'�6 STATE OF NEW YORK) SS: COUNTY OF'New'1 x.) 1�QvLE avL1 til being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the A(71.Vt, c_T (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be . performed in the manner set forth in the application filed therewith. Sworn to before me this -' kllf day of c1(✓. .F�1 20l Notary Public F PU1 YAN JENNY MA Signature of Applicant Nobly Public•stab of New York NO.01MA53217d7 eti►tt = NPN 1/ +' CuNtlbd In Owens County I * My Commission Expires Mar 23,2019 poi f'" 1 suipa, Scott Russell , �w ST(0)R1� \VATER SUPERVISOR , 1 MAS A(Gr EM]ENT ze• AI SOUTHOLD TOWN HALL-P.O.Box 1179 q, ��0 53095 Main Road-SOUTHOLD,NEW YORK 11971 ti ,i n Town To n of Southold ,N1' 00 I � 41„,1 �1 o, ''(?iiI C 1 . 10 TER 236 - STOR ATER AGEMENT WO ' Ilk. SHEET ( TO BE COMPLETED BY THE APPLICANT ) r DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK ALL THAT APPLY) i t yes I No 1' II 00 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 0 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. � ' C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. DO D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. On E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. 00 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. 4 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. '. � � m S.C.T.M. 1000 Date; APPLICANT: (Property Oorner.Design Professional.Agent,Contractor,Other) Dr trio William Hall c/oJ 009 5 2 08-12-2015 NAME: "'I7 r , ii i n 1 n, .i • t y ... .,. .......... - .. .........._ :.. Sect ton Block Lot � 1 ,HR Pu . LOA ,,,u4,u �l". Ge � Contact Information r_`"�' 1 ,�/tom 1rLeprc hone Reviewed By: Date. cYil- � --1 1' 1 Property Address I Location of Construction Work: — . Approved for processing. _ _ . ^ . _ _ .111 Building Permit. 265 Crescent Avenue Fishers IslandlinStormwater Management Control Plan Not Required. If "' Stormwater Management Control Plan is Required. rAilm I (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 44 Z �v .Z7 # ( [- C� CrJ 3 c G s t_- r n C' Cr] � _ ^ C� -� r- n � n i O N - O ;n a w FP n n n n , :a. _ O Y _ + X O rD ' py (n CD CP') co ..-• QO r < G 0 r .-P t"''. ,-v i G r-' U. G G C-� CD ,NIIIIIF' , o m -""� 11'= G C '-' _ c• 0- O 0 = = G G 2 0 r, (/)00 .-r .'-+ =h = N I-'�• 17 .,,....-u,. 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'7 1 N '(0 -CrQ N o n �Qy� co U aCD ' C' N O L - (mu) ^1�D VA / Gx-' -no Crrt 04oa -ti kQ ' ax�-o do - CSD 0 rt =. -4 I Z3 O = c 1.-, 2 t--, = I P G 6 == 1_ U EA U SHEET DESCRIPTION A-001 .00 TITLE SHEET A-002.00 GENERAL NOTES A-020.00 SITE PLAN A-031 .00 FIRST FLOOR DEMOLITION PLAN A-032.00 SECOND FLOOR DEMOLITION PLAN A-033.00 ROOF DEMOLITION PLAN cn o A-101 .00 FIRST FLOOR CONSTRUCTION PLAN A-102.00 SECOND FLOOR CONSTRUCTION PLAN A-103.00 ROOF CONSTRUCTION PLAN A-201 .00 EXISTING & PROPOSED SOUTH ELEVATION A-202.00 EXISTING & PROPOSED NORTH ELEVATION A-203.00 EXISTING & PROPOSED WEST ELEVATION A-204.00 EXISTING & PROPOSED EAST ELEVATION A-401 .00 CONSTRUCTION DETAILS A-501 .00 WINDOW AND DOOR SCHEDULES A-601 .00 CODE ANALYSIS A-602.00 CODE ANALYSIS E-100.00 BASEMENT ELECTRICAL PLAN E-101 .00 FIRST FLOOR ELECTRICAL PLAN E-102.00 SECOND FLOOR ELECTRICAL PLAN P-101 .00 PLUMBING RISER DIAGRAMS S-101 .00 FIRST FLOOR FRAMING PLAN S-102.00 SECOND FLOOR FRAMING PLAN S-103.00 ROOF FRAMING PLAN II ►I ©O , PERMIT SET 08.21.15 HALL ADDITION okEO AF? , ft 029452;\/ 29& yO F OF N�C`�y KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 HALL HOi SE ADDMON RES PER DT SET DISTRICT 1000, SEC . 009 : BLOCK 5 - LOT 2 FISHER' S ISLAND, NY TITLE SHEET FULL SCALE A-OO1.00 PROJECT: 245 SHEET: N/A GENERAL NOTES LEGEND 1. PROPER PERMITS SHALL BE OBTAINED FROM THE SOUTHOLD DEPT OF BUILDINGS FOR WORK SHOWN. 2. ALL PLUMBING WORK SHALL BE PERFORMED BY PLUMBERS LICENSED IN NY, AND SHALL CONFORM TO THE BUILDING - - PROPERTY LINE PARTITION TYPE CODE OF NEW YORK STATE. 3. ALL ELECTRICAL WORK SHALL BE PERFORMED BY ELECTRICIANS LICENSED IN NY, AND SHALL CONFORM TO THE - - CENTER LINE BUILDING CODE OF NEW YORK STATE. Q 4. CONTRACTOR SHALL OBTAIN A COMMERCIAL GENERAL LIABILITY INSURANCE POLICIE, IN THE AMOUNT OF $2,000,000, - - HIDDEN, FUTURE, OR EXISTING CONSTRUCTION AND WORKMEN'S COMP. AND EMPLOYEES' LIABILITY INSURANCE COVERING ALL EMPLOYEES OF CONTRACTORS AND DETAIL REFERENCE SUBCONTRACTORS. rze 5. SMOKE DETECTORS ARE REQUIRED. ALL DETECTORS ARE TO BE COMBINATION SMOKE AND CARBON MONOXIDE AND 102 EXTERIOR DOOR TAG SHALL COMPLY WITH THE BUILDING CODE OF NEW YORK STATE. REVIEW ALL LOCATIONS WITH ARCHITECT PRIOR TO *" INSTALATION. 01 SECTION REFERENCE 6. ALL REQUIRED PERMITS SHALL BE OBTAINED, AND THE GENERAL CONTRACTOR SHALL ARRANGE FOR AND OBTAIN ALL 102 WINDOW TAG A211 o REQUIRED INSPECTIONS AND SIGN OFFS. O 7. AT THE COMPLETION OF WORK THE CONTRACTOR SHALL HAVE ALL WORK INSPECTED BY THE BUILDING DEPARTMENT Iiliibiw AND SHALL FILE AND OBTAIN A CERTIFICATE OF OCCUPANCY. M�IIII;/ ELEVATION TAG CONSTRUCTION NOTES C102D INTERIOR DOOR TAG 01/A-201 EXTERIOR ELEVATION 1. ALL WORK PERFORMED, INCLUDING MATERIALS FURNISHED, WORKMANSHIP, MEANS AND METHODS OF 0 CONSTRUCTION SHALL CONFORM TO THE APPLICABLE AND LATEST REQUIREMENTS OF THE BUILDING CODE OF NEW YORK STATE, ANY FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND GENERAL CONDITIONS 4.1 A REVISION CLOUD AIA DOCUMENT #A201, (OR APPLICABLE AGREEMENT). 01 2. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE BUILDING DEPARTMENT OF SOUTHOLD, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY THE GOVERNING AGENCIES. WALL SHINGLE 04 4 ► 02 INTERIOR ELEVATIONS 3. THE CONTRACTOR SHALL VISIT THE SITE AND VERIFY THAT ALL EXISTING CONDITIONS AGREE WITH INFORMATION SHOWN ON THE DRAWINGS. ANY CONFLICTS, OMISSIONS OR DISCREPANCIES SHALL BE BROUGHT TO THE 03 ATTENTION OF THE ARCHITECT AND OWNER FOR RESOLUTION PRIOR TO COMMENCEMENT OF ANY WORK. NO ALLOWANCES WILL SUBSEQUENTLY BE MADE ON CONTRACTOR'S BEHALF FOR ANY ADDITIONAL EXPENSES WHICH ARE INCURRED DUE TO NEGLECT OR WHICH COULD HAVE BEEN REASONABLY FORESEEN BY PRIOR INSPECTION OF EXISTING CONDITIONS. 4. PRIOR TO COMMENCING WORK, ORDERING OF MATERIALS AND SHOP FABRICATION OF ANY MATERIALS, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS INDICATED ON THE DRAWINGS AND SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT AND OWNER FOR RESOLUTION. 5. DRAWINGS INDICATE LOCATION, DIMENSIONS, REFERENCE, AND TYPICAL DETAILS FOR CONSTRUCTION. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. FOR CONDITIONS NOT ILLUSTRATED, NOTIFY THE ARCHITECT AND OWNER FOR CLARIFICATION AND/OR SIMILAR DETAIL. 6. CONTRACTOR TO INSPECT AT TIME OF DELIVERY ALL FIXTURES PROVIDED BY TENANT TO INSURE PROPER QUANTITY, THAT ITEMS ARE DEFECT FREE, AND MATCH INVOICE. CONTRACTOR TO BE RESPONSIBLE FOR INSTALLATION, WHICH MAY INCLUDE BLOCKING, SHIMMING, ETC. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE ALL ITEMS SUPPLIED BY TENANT'S VENDORS AND TO VERIFY THAT ALL MATERIALS RECEIVED ARE IN ACCORDANCE WITH THE SPEC. HEREIN. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL INSTALLATIONS, CONDITIONS, MATERIALS AND FINISHES WITHIN THE PROPOSED CONSTRUCTION AREA AND ALL ADJOINING PROPERTY AFFECTED BY CONTRACTOR'S OPERATIONS. 8. CONTRACTOR SHALL EMPLOY ADEQUATE NUMBER OF SKILLED WORKERS WHO ARE THOROUGHLY TRAINED AND EXPERIENCED IN THE NECESSARY CRAFTS AND WHO ARE COMPLETELY FAMILIAR WITH THE SPECIFIED REQUIREMENTS AND METHODS NEEDED FOR PROPER PERFORMANCE OF THE WORK. ALL WORK SHALL BE PERFORMED BY DULY LICENSED PROFESSIONALS AND AS REQUIRED BY STATE AND LOCAL GOVERNMENTS FOR EACH APPLICABLE TRADE, (PLUMBING, ELECTRICAL, ETC), WHO SHALL ARRANGE FOR AND OBTAIN REQUIRED INSPECTIONS AND SIGN OFFS. 9. THESE DRAWINGS ARE DIVIDED INTO SECTIONS FOR CONVENIENCE ONLY. CONTRACTOR, SUBCONTRACTORS, VENDORS AND MATERIAL SUPPLIERS SHALL REFER TO ALL RELEVANT SECTIONS IN BIDDING AND PERFORMING PERMIT SET 08.21.15 THEIR WORK AND SHALL BE RESPONSIBLE FOR ALL ASPECTS OF THEIR WORK REGARDLESS OF WHERE THE INFORMATION OCCURS ON THE DRAWINGS. 10. CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK OF ALL TRADES AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES. SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF HALL ADDITION THEIR WORK WITH THE WORK OF OTHERS, AND SHALL VERIFY THAT ANY WORK RELATING TO THEM THAT MUST BE PROVIDED BY OTHERS, HAS BEEN COMPLETED AND IS ADEQUATE PRIOR TO COMMENCING THEIR WORK. 11. CONTRACTOR SHALL PROVIDE STRUCTURAL BACKING/BLOCKING FOR ALL WALL MOUNTED FIXTURES, FINISHES, AND EQUIPMENT, AND FOR ALL HANGING FIXTURES, BLINDS, ETC. 12. CONTRACTOR SHALL INSTALL ALL MATERIALS AND EQUIPMENT AS PER MANUFACTURER'S WRITTEN INSTRUCTIONS AND/OR RECOMMENDATIONS. 13. CONTRACTOR SHALL AT ALL TIMES DURING THE COURSE OF THE CONTRACT KEEP THE ADJOINING PREMISES, INCLUDING STREETS AND OTHER AREAS ASSIGNED TO, OR USED BY THE CONTRACTOR, FREE FROM ED Af O, ACCUMULATIONS OF WASTE MATERIALS AND RUBBISH CAUSED BY CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS OR THEIR WORK. G�D /4f �� ,• ; { 1,4 14. CONTRACTOR SHALL BE RESPONSIBLE TO RECEIVE AND SAFELY STORE THE OWNERS SUPPLIED ITEMS AND DISPOSE OF ANY RESULTING TRASH. ,�JOS \• �,9�;7°• 029N$ 15. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL TRADES PRIOR TO INSTALLATION, AND SAMPLES OF ALL FOF NO MATERIALS AND COLOR/FINISHES FOR ARCHITECT AND OWNER'S APPROVAL. CONTRACTOR SHALL PROVIDE TIMELY AND COMPLETE DATA ON ANY DEVIATION/SUBSTITUTION FROM CONTRACT DOCUMENTS. 16. CONTRACTOR TO VERIFY ALL FIXTURE COUNTS, AS APPLICABLE TO THEIR CONTRACT, WITH OWNER. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR CLOSEOUT, PRIOR TO FINAL PAYMENT, INCORPORATING ALL STANDARD GUARANTIES AND WARRANTIES AND ORIGINALS OF ALL APPLICABLE CERTIFICATES OF TESTING AND INSPECTION. COORDINATE WITH OWNER. KINLIN RUTHERFURD ARCHITECTS, PLLC STREET,SUITE 1006 ' 18. CONTRACTOR TO PROVIDE COPIES OF AS BUILT INFORMATION, OPERATION AND MAINTENANCE MANUALS, INCLUDING NEW YORK,NEW 330 WEST 38TH TEL (212)695-2988 ( )YORK 10018 FAX 582-2986 ALL PRODUCT GUARANTIES AND WARRANTIES TO THE CLIENT. 19 CONTRACTOR TO PROVIDE A TELEPHONE AND FAX MACHINE ON SITE FROM THE FIRST DAY OF CONSTRUCTION UNTIL COMPLETION, A JOB FORMAN OR PERSON IN CHARGE MUST BE ASSIGNED, AND THE APPROPRIATE NUMBERS GIVEN TO KINLIN RUTHERFURD ARCHITECTS PLLC. 20. SHOP DRAWINGS ARE REQUIRED AND MUST BE REVIEWED AND APPROVED BY THE ARCHITECT PRIOIR TO ORDERING OR MANUFACTURING ANY PORTION OF THE PROJECT WHERE SUCH DRAWINGS ARE NECESSARY. THESE DRAWINGS ARE NECESSARY FOR ANY COMPONENT OF THE PROJECT BUILT OFF SITE AND DEDLIVERED TO THE SITE AND INCLUDES BUT IS NOT LIMITED TO CABINETS, WINDOWS, DOORS, ENGINEERED TRUSS FLOORING OR WALL SYSTEMS, HVAC DUCTWORK ECT. cn 21. THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB. THE ARCHITECT MUST BE NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS SHOWN BY THESE DRAWINGS. GENERAL NOTES 22. ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED INTO THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE ASTM SPECIFICATION, APPLICABLE, AND CONFORM TO THE STANDARDS AND RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES WHERE APPLICABLE. ALL MATERIALS INCORPORATED INTO THE WORK SHALL BE NEW. FULL SCALE A-002 .00 23. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR SUPERVISION AND ASSUMES ALL RESPONSIBILITY FOR THE WORK BEING DONE. PROJECT: 245 24. ALL BUILDING LOT LINES, AND GRADES SHALL BE LAID OUT BY A LICENSED SURVEYOR. SHEET: N/A / / •�F N.2 poi • ?6 e \�, v'/4--.... �� 0/4 S/O / Y P., • 7� 6 9S4'/0c, T/ C 4 ' Q' WH N� °� \ \\cA STS , ,/ °m W __ . ... \04,____o ��/, /p4 _ 010 .. / -. x / , / r \„, . ___,,,_,___. , - 4/b) p _... ..., _ __ .. _ __ ........... . . . ,4 , \ z / _ ____ . ___,.„,_ , _ __,...._ \, w _ „_ __ ,„__ _. 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':( / . ot ---.,._ , V 17/ Ok, —4.\ ._ le _. . , / „ ,y 7 /°4 4' LL —J ''''' --N' ')/ / / 0 1 °r/ / 2' 0t" Fr ,On - ter''-'ss ,1"/1 ''\ / ��� ^^ry - \\ / ( _ irn"-^-'-,-- f‘ 'i ;, y �,� ` SEC o0S� c \ - '''',,,,,, , ) Do oN \ S / o ��'C pRot� 0 1 Q &V L -----;''' _ - wy I Pi-/IN,h'/T�C� °S 0OAD �S'y / III8I - ' :\ .. ( ---' : -.--- V �--> / - .s87/ / &4/°)(/k ti c0 / Q �'✓/ \ O —'c 0 `, y,; / c ,> J PERMIT SET 08.21.15 OND ��T c C.. L., h, l�oO V �� / ,,,_ \-k_J, ' if ~ 6 �-<'-- �� HALL ADDITION - 0 h/kD, 11-44/6,, //,, / 3 4 / : / / / moo \ / e� ((-\%/A-C; C� Ro N i/ ' - \ \ C \�1 Cj-0 Kph\ ' / ST &//?, ir m3 .) <,'; �„ C / , il k !:.'Z.41 iks.') , / / �� ��111/�� � 'i, ' 0294 AO OF NO. / V S//V CI /V j KINLIN RUTHERFORD ARCHITECTS, PLLC G` 4-414's ���` J Qj 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 /V/6) / S 'oS��I �iANCO/ / / ' SYS O N / SITE PLAN z FULL SCALE ti S� 01 SITE PLAN Q D 3/32' = 1'-0' A-0 20.00 O - PROJECT: 245 O` O — — SHEET: N/A U DEMOLITION LEGEND a GENERAL NOTES: H 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. H 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE UTO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. r EXISTING WALLS x t- - - - - � TO BE DEMOLISHED 'i EXISTING TOR M AIN WALLS H p4 z z 0 N 0 3 E 1+ f MEDIA ROOM BEDROOM (--- IERMTNG1 CL \ / \ \ I r =_.__ 4_ _------- D : , 4 - n I LAUNDRY � � � — Q CRAWL SPACE I I I- - H I BATH [ GI PERMIT SET 08.21.15 —I I L ��� — � i ( � REMOVE STAIRS AND MODIFY W D __� I — EXISTING FRAMINGMAS NEEDED HALL ADDITION TO ACCOMMODATE NEW STAIR UNFINISHED BASEMENT ` IEXISTINGI `/ �`� `V `V ``� `V `�� `V `V `V `V `� `fir `V' `V `fir `V `w `w `w `w `fir `w `�V" `V `w `fir `V `fir `fir `fir `fir �r r ' `fir `w �� \,:•, ����j�����j��j � j��jp/p/p��jp���p/p���p/p/p/p��jp�p/p��/p/p�pjpjpj� �jp�jp/p/ ���J�� ; . ��`�; ��������������ti�������/���������������0�/O�/��/0���/��O�O�/��ti�/O�/ /�O/�O�O�/��/O�/��/O�/O�/��/O�/0�����0�/O�/ '4' :: `O� '- �� .��°; �; , . 029e) ,. ,.. /%///��///��///��///��///��///��///��///��/%��/%��%`/%Q�%%//��`//��`/%//��`%`%`//��//���%`//��//��`//��`//��`//���%�%��// T6-OF rs` .\q KINLIN RUTHERFORD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 4 N N w DEMOLITION PLAN N H BASEMENT w a FULL SCALE z BASEMENT PLAN 01 ,,4. A-030.00 o PROJECT: 245 SHEET: N/A U GENERAL NOTES: DEMOLITION LEGEND HH 2. ALIOVE EXISTINGTING SMOKE &SCARBON I WMONOX DOER DETECTORS NARE TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. EXISTING WALLS Q TO REMAIN E EXISTING WALLS C - - - - � TO BE DEMOLISHED HP4 EXISTING FLOOR SLAB a +.+ + + + + + + +2 TO BE DEMOLISHED z Cn 0 N 1 -- CL BEDROOM IEXISTINGI BEDROOM CL -- IEXISTINGI j) E r c!:,:) ' BATH — — 2 • IEXISTINGI CL BATH I- =. 7 IEXISTINGI II 1 IIS / . - - II ri _} 1 - - - - JII I J 1+ 1 • I I LIVING ROOM _ _ J 3Ij;I11r ri41I+- - - I I I I+- — — I I I KITCHEN — — PERMIT SET 08.21.15 IEXISTINGIi LI__ _i t — 1ii- — — BEDROOM +0 (EXISTING 1 __ -E- _ r ' ++ HALL ADDITION REMOVE EXISTING CHIMNEY, FIRE BOX AND HEARTH ln T + u, __ I L _ A _ I _ J = NNREMOVE PORTION OF WALL AND RE—FRAME REMOVE STAIR, SECTION OF FLOOR TO INSTALL A NEW —� WINDOW— MATCH AND MODIFY EXISTING FRAMING AS ED AR EXISTING NEEDED TO ACCOMMODATE NEW STAIR , 0,, ct, RELOCATE RANGE REMOVE ALL CC �� P` SUNROOM APPLIANCES, FIXTURES k . IEXISTINGI AND FINISHES = RELOCATE SINK \(P)yT :t ' . 0294 Ad,/ REMOVE EXISTING <C2F NE CHIMNEY i f,l i' rel r i v-----1 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 ct cn N N DEMOLITION PLAN H W 1ST FLOOR W a FULL SCALE z 01 1ST FLOOR PLAN A-031.00,r,-,O PROJECT: 245 SHEET: N/A I U a GENERAL NOTES: DEMOLITION LEGEND H 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. H 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE X TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. EXISTING WALLS x C - - - - � TO BE DEMOLISHED x % EXISTING WALLS REMAIN TO X H p4 z \ / o \ / U / \ / / / / / / / / (- _J 1—\ N / N / N / ` Y \ • \ \ \ N N NNN N N N N N N N N NN >-- 4 / N / N / N N / N / N / N / N / N / N / / ` PERMIT SET 08.21.15 / N REMOVE FINISHED CEILING, / N FRAMING AND ROOF / [IL- `�_ HALL ADDITION c o AFt/. ssc, /1/,� �. V :57,q,A ' ;- e. <IN . 0294\(.5)! 81 AO /6'OF NO KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 M N N w DEMOLITION PLAN N 7) W ROOFW 5, FULL SCALE z 01 ROOF PLAN t/4'=1'_0. A-032 .00 PROJECT: 245 SHEET: N/A U CONSTRUCTION NOTE: CONSTRUCTION LEGEND H 1. DIMENSIONS ARE TO SHEATHING OR 4-1 H SHEETROCK UNLESS OTHERWISE NOTED. Z 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN, U.O.N. EXISTINGj/ NEW CONSTRUCTION rx -6 LOCATION TO BE VERIFIED IN HELD EXISTING WALLS TO REMAIN H SD SMOKE DETECTOR/ z CM CARBON MONOXIDE DETECTOR z o EXHAUST FAN O 1 01 •203 41, 4 MEDIA ROOM BEDROOM 002 4 001 I EXISTING /`/`/` `...`/`/`/�/`/`/`_A. %`/�/`/� % [EXISTING] '\ 4 \ CL CL I tIll r ,.... — iii. 0 -(N 1O i. LAUNDRY �2.. 2'--5)11 �lw%'D/ BATH �/�, INV 004 003 II ! NEW STAIRS WITH NEW PERMIT SET 08.21.15 CRAWL SPACE IPROPOSEDI EXISTING AND MODIFIED FRAMING �j� --limn" ill•i••••••••101111M - ' ' * - .. .111. 101141 01 HALL ADDITION •204 w / / /`/ / /` •■ �/\ �/\/\/ W D 0 prippw,3 - 20 111.111,M0 4 Airi.—Ii 41. UP �. p//// /// �� / `,, ��� �� ��� ��_ �N. ��� �N, �� �� �_ ��_ �, �_ �, �,� ��, ��_ �� ,, ��_ ��_ �,, �„ ,� �� �� �� �. �, �, �,_ ��� �� �� �,O�/O�/�O/ -so' 0 ARS,7�,:, - - Irk . �+. * .,,.Y . ,. : , i ,.4°',4oZ. - 1O�////���//O�j/O�/////\��// ��► O O � / � / KI N LI N R UTH ER FU R D ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 /�`//`//`/�`/i`/�`i/`%/`/%`/�`/�`/i NEW YORK,NEW YORK 10018 FAX (775)582-1736 i 4 cn X N fV N CONSTRUCTION PLAN c W BASEMENT W z 01 BASEMENT PLAN FULL SCALE I ,,4" A-100.00 PROJECT: 245 SHEET: N/A U a. CONSTRUCTION NOTE: CONSTRUCTION LEGEND H 1. DIMENSIONS ARE TO SHEATHING OR ua H SHEETROCK UNLESS OTHERWISE NOTED. Z 2. ALL EXISTING SMOKE & CARBON MONOXIDE f24DETECTORS ARE TO REMAIN, U.O.N. EXISTING NEW CONSTRUCTION ¢ LOCATION TO BE VERIFIED IN FIELD EXISTING WALLS w TO REMAIN X H onSD SMOKE DETECTOR/ Z 01 CM CARBON MONOXIDE DETECTOR z ,203 o EXHAUST FAN V J 6- 1 BEDROOM 106 �� I EXISTING I BEDROOM (73 I li 104 \ I EXISTING I - U I I I BATH - (!) 0 • _, 105 CL EXISTING I - BATH I -, 108I mama 2004 • I ® o N 4'-O" - 20 I 1 DN I i� y 6'-6" ilii/iiaiia ° L. 1 I ) / LIVING ROOM I KITCHEN % 4 • NEW STAIRS WITH NEW 102 71---1,..„_,� \��� I 103 ® �-- FRAMING /iJ 'PROPOSED' I\ 'PROPOSED' O RELOCATED RANGE �\ \ ` O O j RELOCATED SINK PERMIT SET 08.21.15 'r 'r i BEDROOM NEW STAIRS WITH NEW INSTALL NEW FIREPLACE FRAMING AND CHIMNEY IN EXISTING LOCATION- REPAIR EXISTING f HALL ADDITION SURROUNDING WALLS AS _ NEEDED n INSTALL NEW WINDOW TO MATCH EXISTING 1-----<------ - .- i KI 0REF 7 z [ 1 I. W I ' UP L- .I 4'-0" 5'-5Y2" i_ .,..?,ED ARC, i,: C, r k4y,�t(` 7: .,'A. 1'4 C� SUNROOM �w 101 V V : EXISTING I = )-y 0294 yeQ OF NO f KINLIN RUTHERFURD ARCHITECTS, PLLC LI 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 ---111 NEW YORK,NEW YORK 10018 FAX (775)582-1736 +k 71-rn 01 '201 N N w CONSTRUCTION PLAN N W 1ST FLOOR w z O i 1ST FLOOR PLAN FULL SCALE 11/4"-,-0• A-101.00 o PROJECT: 245 SHEET: N/A a CONSTRUCTION NOTE: CONSTRUCTION LEGEND a H 1. DIMENSIONS ARE TO SHEATHING OR v SHEETROCK UNLESS OTHERWISE NOTED. H 2. ALL EXISTING SMOKE & CARBON MONOXIDE v DETECTORS ARE TO REMAIN, U.O.N. EXISTINGA NEW CONSTRUCTION -, LOCATION TO BE VERIFIED IN FIELD 01 P •203 EXISTING WALLS . TO REMAIN ALIGN WITH H WINDOW BELOW SD SMOKE DETECTOR/ 24-s" / CM CARBON MONOXIDE DETECTOR a / 2'-7Y2" 19'-3" / 2'-7Y2" / z efi" M - - AI EXHAUST FAN o • j%%/%///%l////%%w�/��%%////O��/�%%%%%%%////�%//%��%%%%%%%// '/ "csi 0 0 L .11111j _ 1 - L7 I In 1 I , •STERX21 ` D BA ' NEW RECESSED :-)`N _7 205 I MEDICINE CABINET PROPOSED NEW LAVATORY "/A. 2s'-1" d I \ / - NEW TUB � ms'=s`— — — 7,-4/2-- — s'=2" — —_.<2.0 52 Jori ///////////////,///i / ''...��/ NEW LAVATORY '/%//%%�%/ /k=11. /k�i /* % ////�////////O ,,, P,///i, N NEW RECESSED / / 3.-6" i/ I / TOILET O 1 CL MEDICINE CABINET 7.-9" 17-4" � % , 1 rI _I // / / 4'-9" j : NEW TOILET o ,/,' I � =um!' i r , ;7 ri% rr // iiy/ NEW SHOWER In ,, 7 16'-5--I • // 0 it-ro s'—s" L B— 1_0. % NEW WASHER AND / DRYER 410 �f. /I I I I N„ ALIGN WITH WINDOW BELOW 0O 203 ` I -1 / `0 N Jai \�� M = oo a F 1 N 1. [414 0 M 201 DON O / I 12'-4" OFFICE GYM N M j I WALK -IN 1 MASTER / it 'II \\__6" 202 N M % ff N CLOSET N BEDROOM Ci III _,17s " i PROPOSED N lip 1 01 /""' 204 I 203 j I u j o •20 PROPOSED PROPOSED T i1 GALLERY ® 10'-5" la •204 L RIIFJ 201 - / 4 NEW STAIRS WITH NEW % T _ IPROPOSED1 FRAMING 1 4'-0" INSTALL NEW CHIMNE \O'l.Y ! ,,, NEW SINK ALIGN WITH WINDOW BELOW 4113 y } ALIGN WINDOW N / C 20 IIo WITH EDGE OF WINDOW ;1, N CL it5'-1OY4" 1 -1/ BELOW/ PERMIT SET 08.21.15 %i%%� --'`%O%O%// '; " I V%/%%%%%%////%/' " O OD%//////%%/%%////%/%O/d//%////f— d%%///D/%%%O/%%%l%/,�//y/O///O%%%#fid////i — E— ! . Ti - - - - - -( -- A,(_ _._ 1:,__: 142-1 ---(2DT _ �:_- .� r. t..._ ,r - 14�=11)/" --1_�..__ 1 4'-5" 7'-5Y2 f ' �" , i ?3TC"1 f" I .. . -�...__...- 1 i, -5>: - � � � I �4 / 3.-5" • k _ -. HALL ADDITION PATCH AND REPAIR EXISTING ROOF TO CONNECT WITH NEW WALL 41 ? D ARC •S\-. Y/J, GRA Jd 0. k/,, i V 1?::i.:; ft �,Ti. 0294 '1 JOS FOF NES I I L _I KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 L _ - _ r. - 01 cn •201 N N w CONSTRUCTION PLAN N 2ND FLOOR W w a FULL SCALE 5 01 2ND "FLOOR A-102 .00 0 PROJECT: 245 SHEET: N/A U a 203 CONSTRUCTION NOTE: CONSTRUCTION LEGEND v 1. DIMENSIONS ARE TO SHEATHING OR SHEETROCK UNLESS OTHERWISE NOTED. 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE TO REMAIN, U.O.N. EXISTING j /j/ NEW CONSTRUCTION LOCATION TO BE VERIFIED IN FIELD x EXISTING WALLS TO REMAIN LiH 1 a { i 1• ; : , - SD SMOKE DETECTOR/ z 1ECARBON MONOXIDE DETECTOR 1 1 I 6 N • :;_..] ,_-1 , E _ EXHAUST FAN — - .! — I- E I ,_. —i I { - ,11 1- : I - i __ Ii �_._3 t-__ ___.___ __. - . E ._.. E � F I 1 j 1 I _. I I 1 3 t `_ .'____ y :_T.J_, ,`___ __y ' �7..1 I_,_� __ - ._�_..- _.i. i._._1- _- _ ._� i _- __ __r t W _ - j t I I 1 T i : 11 ( t { I 1 1 - i 1 j , j l r I { .__1 L�a_ —_. _ I r E I.- I .......-...,„______ILL: ! :' ' ,' I__ , 111 _ t_ ! I ! 1_ . i I . , 1 : I .,, : 1 t 1 j I _ € I I tI L.J. I , i ( I I 1 i 11 ' 1 t � 1 ' i i I i i i 1 i--- ---'--- I E t 'v. _,_,_ j i...._I^. ', I ,- r , I I J I I ! I I ' I II I 1 • I ; I I j E € I I , I 1 I j i ; I i i , i' r T . TI 4H1a I i i 1 t T I 1 i I f I I 1 A I i ( i c t I { 1 I i ''i X 204 41 l; t , : ` ^ € f 1 14 .j _ .20 I • I j Y I T — — E Itt:J , I 1 I L t 1 i ^ PERMIT SET 08.21.15 HALL ADDITION • ••, 0 • / \ G•SHRED A f '` N. �-• 0294 y& 6'OF NO KINLIN RUTHERFURD ARCHITECTS, PLLC _ 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 L - - - - _J 01 cn X 201 N N CONSTRUCTION PLAN F W W a z O 1 ROOF PLAN FULL SCALE ,,4"=1'_a" A-103 .00 0 PROJECT: 245 SHEET: N/A U a H U W H Z U r4 Q P W z H x z z mik T O 'O s - ■ M ELEV. 13 —2 T 1-- �/� —\ c� O N In - . FINISHED CEILING- _ _ _ � ELEV. 8'-0" i 1 1 l l l l t ll l II1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I l 1 l l l l l l l l f l l l t t l l l , , , , , , , , , , , , ,1 1 1 I 111III I , 1 1 ■■■ 11111.. ' I III MIME ■■■ 1 1111111 I 1II L . - ', . '.' .. ■E■ ■■■■ III1 II1 IEEE ■■■ 111I111 III -- ■■■ NINE I I I I III ■■■■ ■■■ 1111111 III ■■■ IIII IIII t III IIII ■■■ 111111 :. `r III ■■■ ■■■■ IIII I .. . . 111111 -- 1F11111111 III ♦ i11111TI II III IIl lllfl I IIIl11111111I11 f T FINISHED F l ELEV. 0`-0' 11111�' I i ) i I 1 - -- III ■■■■■■■■■■■■■I■■■■■■■■■■■■■■■E■■■■■■ 111111 T.0 FINISHED FLS. — — _ ELEV. 0 —0 iL ll 02 SOUTH ELEVATION - EXISTING I ... _....._ _._..__..... �IF ELEV 294 1 2 ♦ — PERMIT SET 08.21.15 - ADDITION to- - - 0 FINISHED 9 ELEV. 18 —1 �2 �� —K vj ._t :,, :,,,: .: , : ,,, , , :: :::, : .. ,:, aR 5�i� .. . . _ . . . . • . .. . : t ,„:„.„...",::::::„,,,F.4 . , .. . , . . . : ,. . . : .. . • : ,,, . .: , , ,. . .: • , , .. . . 1111 1111 ,, ,,,, ,; ,. ., : :.• ., , . : \: , •,,,,,,,,. .,„..s....,: , , : , . , ....,„„ .... ...,... .. 203 202 2C I I1 • 215:; . , , . . , : ,,., .:; . . .., ,.,, :: ° •29�g ``'� :; : ::: : , ALIGN NEW WINDOWS •• ALIGN NEW WINDOWS TO EXISTING BELOW z TO EXISTING BELOW KINLIN RUTHERFORD ARCHITECTS, PLLC FINISHED 2; • '� 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 T.0 FI D ELEV. 1 ---- ._ _ —::_ _. — FINISHED ci, [$iLl OG ♦ NEW YORK,NEW YORK 10018 FAX:(775)5821736 ELEV. — .3"..""" `- --- 111111�I,I�I,I,I,I,I,I,J JI11 1II�1� I Lil.i1,1, ,J,1r 1,1 11111111II II I IIII I IIJI L,I�I 111111111 J 1 _. ..... - Ii1111 I 11111111 — 1111111 11111111 .11 . . — — „ . o II III11 11111 • 1111111 . . . ., . . . , Ifl IIII IIII ill C101> • III - I I I I I I I 1 1 I I l H I 1 1 °O ,_,_[. : IIII LIIII ' IIII 111 . ,-, . Il Illll III11 1111111 ” . III IIII IIII II1 I : : ,,, , ,, . , , ., • ,. , _ • , . . .. • .. , , , :_. , , ,. „ . . _ . . , 111111 _ 111111111 — 11111111 1III1111r 111 L.._ • . c,„ , , . : . „ . „. . . _, ._ _ _._ . ___ ,, III 1111111III11I11IIIIlIII 111111111111III,I11- 1,1 ' , . . . ,. , , , • III, __. __. _ 11 I 1 1 1 1 1 I 11,1 1,1 11 11 I 1 I 1 I 1 1,1,1 I" 1 1 1 11 .. ,. . . . .. I T.0 FINISHED FL ___ -- .-_.. _-_ _--_ __-_ _. _-- _-____-. __.. _.__-.__ ___ __-- --- ELEV. 0'-0'� 111 I � iI IIII ,. r. III . _ I T. � I ) � i � L ) .al � I ! I � 1II1I OFINISHEQFL� i I 11 11 ! ! ! I -I I--, , I 1 , I I r :'1 ELEV. —1 —0 N EXTERIOR ELEVATION W VD . - FULL SCALE A-201.00 (.-D -' SOUTH ELEVATION - PROPOSED PROJECT: 245 (:)-1 i/4'=1'-0• SHEET: N/A U ,- ,--I a, Vi HU W H U d LL Z H r4 Z z cn T.0 ROOF PITCH ELEV. 13'-2' col .=. ------ ----- _! -' ----" 1 --- . FINISHED CILING 0 ELEV. 8'-0 , --- ..i. , - -,_ T+ * , o 1 lo . . ' . • T.0 FINIHEp FL. ELEV. 0 -0 . . 1 1 1 CD I -00 J _ ------" T.O. UNFINIHED L.L. FL. ELEV. 8-'0 02 EAST ELEVATION - EXISTING 1/4-.1.-c _ _ ______ __ __ ___ ._ _ __ _ ROOF RIDc _ __ _ _ __ _ __ _ 0 ELEV. 29 -4 1/2 111 11111 11111 11 1111111 III 1111_111 PERMIT SET 08.21.15 III 1 I 1 1 I 1 1 1 1 11111 1111111 11 111111 I I 111111111111 1111111 1111111 11111 ... .r--) 11111111 11111111111111 1 111_111111 1111111 1111111 A 111111 111 111 111111111111 .. HALL ADDITION 11111 1111111111111111_ 11 111111111111 11111111111 11111_ 1111111111111111111111 1111111 111111,111_111111111111111111111111 11111111111111 1111111111111111111111111111 111111111 1111 I 1 I 11111111111111111111111111111 A 1 1 I 1 1 1 1 I 1 I AI H 1 I I 1 I I 1 I I 1 y iT1 FY 411 11111 0 FINISHE CEILING •,,, 1 1 1 1 1 11 1 1 1 1 1 1 T 111 11111 1 1171111111111111111 ELEV. 18 -1 1/2' 1 I 1 I I 1 I 1 1 1 1 1 I I I 1 I 1 1 I I I I 1 I I I I 1 1 I 1 I I 1 1 1 11111_11 I 11_111111111111111111111111 I IIIIIIIIII II [ III m111111111111111 [ 11 11111 1111111 IN 11 MI 11 11111111111 1 I 11,11111111 111111111111111 1111 111 = 111 II 11111111 11111 11111111 1.1 -- 1 MI 1111 111111 1111111 Ell MEM I 1 IN 1111111 11111 1111 [ 111 1 •...c? oc-• - /C/4/ s<'.,\ K NI 11111 1111111 MIMI ' 0 J <.,`\ ', M ak 1 I 1 1I11111111 21 11111 11111111 SA 1 ID 41 :; 'V taz 1-` :,..::, MI Tifillr I 1 1 I 1 1 I I I 1 I I I I I I I I NW _11111 16nr. 11111 U V ti:-:''''''-e .......•••• 1 1 I ' m ..•••••••..... imm imi • .............. ALIGN NEW WINDOWS • 1 I EME_1111111101111011MMIIMIIIIIME ALIGN NEW WINDOWS TO EXISTING BELOW 11111111111MAMEMM111 AINUEMmmmm"INIUMEIMINI •I 11 1 1 1 1 1 • III EMU I 1 1 IIIMII••••••=MMMMMMEIIIIIIIM IIIMMIIIIIIIIMINNEMEN TO EXISTING BELOW : 111111111=16MMEMMENNEN11111 IIIMMENNIENIMMOniiraMillffirrall11111111111111.111 I I MINENIIIIMIIIIIINIMENNEMIIIMINMEN N,,Tis.00F291,14:0,4,AO IMIIIIIIIIIIMIIIIIIIIUIIIINIMEIIIISIIIIIIIIIMME 11111111111111111E101.11111111111111111111111111111allIMINIMMISIMMINEEMINIMIE ch T.0 FINIHED FL. • IMEMENIIMMIIMENNIIIMMEMIIIIIIIMMIIMENNIMMIIIMMENIMIIIIIIMMENIIIMIIMENIIMMENIIMMIIIIIIMEMMIIIMEINIIIMMEN `v ELEV. 9 -1 12" . NEENNENNENNENENNENEENNummisimmommENNENNENENENENENENEENNEEmsomomommui GI, FINISHED CEILING • -- - - ___---- - lia001111111111111111NIMEMEMIIIIIIIMEMISMENNUMEMEM1111111.111MMIIIIIIIIIMMINIIMEIMIEMIE11111111MIEMIMMIMEM ELEV. 8'-O" NEIIIIIIIIMMEMMENNEMEMEMENNEMIMIIMINNEMENNIMIIMEMINEMIENNIENNEMININIIIIIIIMIIIMMENNEMEEMENEN Ignmummmm111111MMENIIIIIIIIMIIIIIIIMINIMMINIIMMIIME mmmimmINMENIIMMEMMENNEMENNEINIMEmimmmmliimminr ' MI 11111111MMEMENNEMENEMENNIIMMENIM MENNIMMINNEMEMIIIIIMIIMIIMallalla IF/ INEMMEMENIIMMENE1111111111111MMEMEN I I 1111111111111MINNIIMIMINNEMENEMMEN ..111 IN ,, KINLIN RUTHERFURD ARCHITECTS, PLLC 11111MIIIMMEMIIIIIIIIIIMMIIIIMMENIUM OM --------', ill MENNEMENNIMEMEMINIENIEMENNE IN Inn IMINIMIIIMMEIIIIMIIIIMENNEIIIIMEMEN I IMMIIIIIIIIIIIIIIMMEMIIIIIIIIIIMMEMMIE 111 II Ell III il IIIIIIIMMEMENNEEMININIMMEINIIMIIIIIII In IIIIIIMENEEMENEMENEMENIMEIME11111 I I N ---- - MI MIIIMENIIM11111111111110111MIIIIIIIIIMIIIIIMEMEN INEMMENEMENEEMEMENNEMEMII III IMMENNEMENNEMENEMIIIIMMEEN III MEMENEMENEMEN11111111111111MMIENNI IN b 1 330 WEST 38TH STREET,SUITE 1006 NEW YORK,NEW YORK 10018 TEL (212)695-2988 FAX (775)582-1736 , 111 111........................ 11111111.......1111........... III 10 - 111 ............11111111111111.1111.11111. MMINIINIMIMMEMEMILIMMEMMIMMININIMMEMEI IM - a JNIIIIIMMINEM111111111111111=MIIIIMEINEMEMMENNEMENNEMENEMENEMMEMEMMIIM- --III ---.-.IIMINEENNEMIIMENNIIMINNIIMIENIIIIIIIMINEMENNEMENNENNEMMENNEMEMENNIIIIIIENNIIIIIIMMITErefaM11111 , I ' • IMMEMENIIIENNIIIIIME1111•111111•11111MMIEN1111111•1111111ESEMMINIMMEMENNEMENNEMENNEEMMENEM111111111111111111EN IIIMMENNEMEMEMINNIIIIIIIIIMIIIIIIMMENIIIMINNEMMINEMMENNEMENIMMENEMENINENIIIIIIIIIIIMMIIMMENEMMENN 1 INE MEMEMENIIIIIMMEMMIIMINEMI MUM MI I I I I I I I I I I I I I I I I I II II II 1 1 1 1 1 1 1 1 1 II 1 1 1 1 1 1 1 1 1 1 11E 1 — ------- I I 1 1 II4 1 I I I 1 I 1 I 4-11 I 1 11E1 I 1 1 11 I 11 I 1 1 11 1 1 1 1 14 EIIIII 11 1 I I 1 1 1 11 1 II I 1 14 1 1 1 1 114 1 0 T.0 FINISHED FE,i .,,, _ 1 I I I 1 1 1 1 1 1 I I I I 1 1 1 1 I III I I I I 1 I 1 1 I I I 1 11 I I 1 I I I I I I I I I I I I 1 1 ELEV. 0'-0 I I j1,1,1111111111 __ _ _ _ 0 T. FINISHED FL A 1 ELEV. -1 -0 , , —r----5-----7---77--,----, - , -,----7- / / // / / ' / / ' / / ' / ' / /' / ' ......111.1.1.....111111 .11....................1 111111111111 ' / /' / / / / / " z/ / / / / / / //4' / / / ' : 11.11111111111111....... IIIII IIII11IIIIIIIIIIIII[ rn / • / / / ' ' / / ,/ / --- / • / / / - / /- -' / - / ,IIIMMIIIIIIMMIIIMMEMMENE — ........___...... X ---- ' m' / / 0 INNIIIIMMEN111•1111111MIN MIN1111.11111111EMIIIIIIMENIIIIIIIIIMMEE um. MIIIIIIMINIIIIIIIIIIIMMIIIIIIIMMEIMIIIIIIIIIII MEMENNEMMEN 11111111 IIIIIMMEMEMEMENNEMIIIIIIMMEN 111.111 . ....1 ... IIIIMMEMMIIIIIIMIIN N INEMEMENNE 110 ..E.11....11111. .. .....II .3.i ..._ EXTERIOR ELEVATION 11 1 1 ,_ 1 ±L......._______--- -1 ---. H W W .....1,, _ _ _ ask T.O. UNFINISHED L.L. FL. FULL SCALE ¢ `v ELEV. -8-'0" 4 0 R 01 EAST ELEVATION - PROPOSED PROJECT: 245 A.2 0 2 .0 0 SHEET: N/A U I-1 A, H U W H E C� d 2 W • H x z z cn 0 N • T.0 ROOF PITCH _.._-..._..__ .... -..— _...--.-----..__.._...._.. __ _ __ __ _..._._._.._..._-- ELEV. 14'-0" i/` l� . • FINISHED CEI.ING -__ - „,m..,,.. ELEV. 8 -0" 1 I I I I " III 1 I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I I I IIII, "'' —__ IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I II IIIIIIIIIIII111111IIIIIIIIIIIIII III IIIIII■ II111III1I1IIIIIIIIIIIIIIIII11IIIIIIIII11111 1 11 11111111111111IIIIII11 III ■■■ I I 111 II 1 11111111111lllllllllIIII I o II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I ' 101 II 1111III111111111II1IIIIIIIIIII II 11111 II 1111111111111111111III I 11 11111111II111111111111111111II II ` f1IIIIIIIIi11IIIIIIIIII11111IIIII IIIIIIIII111111I1111r1 11111111111 111 1II1IIII1111111 11111111111111111111111111 - I111111111111111IIII1I1111111111111III1IIII111111111111I 1111111111111111II1IIII1111111I111IIII11 II 1111111111111 ,_ I111111111111II111111I111IIIII 1111111111111 IIII 1111111 • T.0 FINISHEQ FL _- I _;.____._ __ _.___._-- -__ _____ - _._. ELEV. 0 -0'i ♦ -- -- ----- ..... - -- I -1 -1-1---1 I I---1 1----1- 1- I--} I-"4 I ! 1_-1---I -I-1 -1- I-.I - ---1--1--1 1-I I 1 -f...t-} _� _� -, 1--1 1-F 1-"L---1- 1-+ 1-, I .. _ . 111flllllllllllllllllll ( IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 1111111111111111I11I11IIIIIIIIIIII I11 I I I I 111I111I1111I1 . ' 1 1 ) T.O. UNFINISHEDL.LL F1 _. _._ __._.__._.__ -- _-- --._--.--.._..._-- _ ---_ ..__.____-..__-- _.___.__.__ ._-- _.__ _... __. _..__- _ _ __ ___v_._. 02 NORTH ELEVATION - EXISTING I 1 RO9F RIDG „, -" __. ,. _ ELEV. 29 —4 1/2 - - PERMIT SET 08.21.15 II1 .. I1I1I IIIIIIII _ - - ... - - - " - III1II111I Illlllillllll 1 I I I ► 1 1 I I I 1 I 1 I I I . - . _ .. HALL ADDITION 11111 II 11 111 .. IIII I11III IIIIII . .rn III II - _ - . . - _.. . . . .... , I11 111 IIII11111111111 111111IIIIIIIIIIII1I111IIi11I . _. ... .. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII .- IIIIILII1IIIIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII IIIIIIIIIIIIII - - _ - 1IIIIIII ( 1IIIIIIIIIIIIIIIIJIIIIIIIIIIII -_ - - - .. 11111111111 1 1II11111I1111111111I1111II1II Illllllllllllllllllllllllllllllllllllllllllll 11111111111IIII11 III IIII1111111111I1111I111111 1IIIIII111IIII11IIJI1IIIIIIIIIII1IIII ] II1111111III 1111111I1IIIIIIII1IIIII II1 1111 I111111IIIIII111111II . - IIII1I1IIIIIIIIIIIIIIIIIIIIIII1IIIf1111111111111111111 ��EDARr' FINISHED CEILI G • III 1 1 1 1 11 I I I I I I I I I 1 I 1 1 1 1 1 1 1 1 1 ,1 ,1 I I I I I,1 1 1 i I I I,1 1 1 1 1 �'t p k ` � ELEV. 18'-1 1/2 ♦ 1 i 1 1 1 1 1 1 1 1 1 1-1-1 1 II t I t 1 ) 1 1 1 1 ► l r l i f i l l l i i i i i l l r l i l i l i f l i l t l l _ JG� 111111111111111111111111illlllllll } Illlllllllillllllllll tir I • ■■■■■■■■■■■■■■ ,,,, ' M II IIIIIIIIIIIIIIIIII r , I II111III11I1III11I I11IIIII11IIIII1 _ n . . 1 ,�= ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ I CS .x.1.:,0294 2 �� i ■' •IIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ � '9T ,-, . ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 6- ' A ® .................................. \210> C208> \LU I/ C206> �F N�`� IIII■IIII■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ r■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■ IIIHIIIi ■■■■■■■■■■■ 1111111111111 IIi111111 ALIGN NEW WINDOWS 1 1 I 1 1 ■■■■■IIII■■■ I I I I I I I I I I I I i l l l l l ALIGN NEW WINDOWS TO EXISTING BELOW 1 1 1 1 1 ■ I I I I 1 1 I I I 1 1 1 11 I 1 1 1 1 1 1 I 1 I 1 1 I I I I I I I I I I I l l l l l ■■■■■ TO EXISTING BELOW • I II IIII I I I I ■■■■■■■■■■■■■■■■■■■■■■■ ■■■■■■■1111 ■111■■■■■■■■■■■■■■■■■■■■■■■■■■■ .-.-.:,•- : ' 7.',,r. ,I,,.,r • T.0 FINISHED FL. ■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ... .... .._-- ---,-----±.:-1-rr-„,: '... .... . .. . . . . - _ . . KINLIN RUTHERFORD ARCHITECTS, PLLC •11= .,- .--f--: ELEV. 9 -1 1/2 ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ... 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 . ,, . ,,, H:r r. FINISHED CEILING - ♦ -. . ■II■ IIII■■■■■IIII■■■■■■■■II■■®■■■■■■IIIIII■II■■®■IIIIIIII■II■II - T -f-- - NEW YORK NEW YORK 10018 FAX 775 582-1736 ELEV. 8 -0 ■■■■■M��■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ c ) \\ ■■■■■■■II■■■■■■■■■■■■■■IIII■■■■■■■■■■ :I■■■ ■■IIII■■IIII■■■■■■■.■■■IIII■■■■■■■■■IIII■■ 11I •11• 11 •••••••••••••••••••••••••••• ■ ■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ INN I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ € • ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ 00 I I IIII■■■■■■■■■ ■ ■■■■■■■■■■■ II IIIIIIIIIIII ■■■■■■■■■■■■■■■■■■■ 1I IIIIIIIIIIII IIIIIIIIIIII 1IIIIIIIIIIIIIIIIIIIIIII 111111IIIIIIII1111111IIIIIIIIIIIIIIIIIIIIIIII1111111I111 IIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1 cn IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII X T.0 FINISHED FL. . qt, -1 l I I I 1 1 1 1 , III 1 1 1 1 1 1 1 1 ..I-I -11 1 1 1 1 1 1 1 1 1 J I 1 l 1--I-.-1 I.1 --I i-1 N ELEV. 0'-0" 1111111111111111111111111111111111111 1111 I111111IIIII11 • T. FINISHE FL I ..I.1_ I I I I, 11 11, 1_I I, 11 I I I I IIII 1 I I 1 1 1 I 1 I 1 I 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 I 1 1 I I - .,. .,.. .., w ELEV. -1 -0,► , , IIII I I I , I I I ,a I I I I I I I II I I I I , EXTERIOR ELEVATION N IIIIIIIII 1111111111 11111 11 . IIIIIIIII IIIIIIIII VIII VIII H 111111111 111111111 [ 11111 1111 w IIIIIIIII IIIllllll VIII" ' FULL SCALE A-203 .00 O i NORTHELEVATION - PROPOSEDPROJECT: 245 clik T.O. UNFINISHED L.L. FL. I •=!'-°. ELEV. -8-'0" SHEET: N/A U P.., v) H U W H X U P d W X F- P Z a z M N T.0 ROOF PITCH ..... ♦ ..... ...._ .._. _.._..�_..._ _ _. _.... __ _... ELEV. 14'-0" FINISHED CEI INC ♦ . - - - -- - - - - - -_ - -- ELEV. 8 -0' � � � � � ■■■■ ■■ ■■■■■■■■■■■■■■■ �-- ■■■ IIII■■1 ----_..�. ' ■ ■■E IIII ■■■■ 11111 [ IIII 11I1I11 � , ! 11111 . 11111 NINE 1 - IIIIIII ] IIII [ : U... I I " III II I � ■■■■■■ ■MM■■ ■■E■ 111I11I E■M■■ ■E■■ 1 1 1 1 I I M■E■■■ MIME" 1 I I 1 I 1 1 IIII■ IIII IIIIII 1 ii ilLII1111111 _ 1111111111111 I1III111 IIIIIIIIIIIL11111IIII IIIIIIIIIIIIIIIIIIIII IIIIIIli 1111111 I �i 11111111111111111111 II11111111111 1111111 I I Illlllllllllllllllll [ 1111111111111 I I I ^ T.0 FINISHED FLS ♦ - :-.711 !_.I _I I- I I I 1_ 1 ..1- II 1 11. i 1 I l III .] I I.-1.. I I I--1. I__l l M■ I q ELEV. 0 -0 I .... _.I 11 1 I I 1 1 1 1 I 1 I I 1 I I I 1 f 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1! , _ : ._____ 11111111111111 [ 11111 11111111111111111111 II 1 1 1 I I , I I I I I I I ; I I I I 1 I 1 1 I I I 1 I I 1 I I I I I I I I I I 1 I I -- 1 -. .._ _... .. _ _TO FINISI1ED FL. Ct m, m �— ELEV. 0'0' 02 WEST ELEVATION - EXISTING 1/4•=1'-0• III]111111111f 1 1 1 1 11 [ PERMIT SET 08.21.15 1 111 1111111111[ III 1 1 1 1 ROQF RIDGE ELEV. 29.-4 2 I1I1111llIIII[ 1 „ ... 11111111111111[ HALL ADDITION _ 1111111 [ II I' II11 II 1 I I I I1 1111111II1 ----- ------ 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 ...: _ 11111111111 11111111111111[11111 1111 1 - �' 1111111 111I11I111111I1 i IIIIIIIIIIIIIIIIIIIIIIIIII 11111 1111 III 11111 IIIIIIII IIII111I11I111IIIIIII1111111 I -- 1111111 1111 IIIIII111111I111111I 111111I1111IIIIIIII11111IIIII 11111 111111 [ 1111111 1111111111111111111111 _ IIIIIIIIIIIIIIIIIIIiII fill 11111111111 �� CF,� . _ . . ..` -- 1111111111111111I III III1IIIIIIIIIIII11III IIIIIIIIIIIIIIIIIIIIIIIII [ IIIIIIIIIIIIIIIIII �� 2J �2 +� IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIII ' 1111111111111111111111111111 [ IIIIIl11111111111111 IIIIIIIIIIIIIIIIIIIII Illlllllllllllllllllllll. lllll r � � 1' I FINISHED CEILI ♦ f" .... ------------- ___ -- 1 1 1 -1 I-I ! 1 1 1 1 1 -!-1--1 1--1 1--I 1-1---1-- 1-! I -1 I--1 1 1 1 1 1-I-1 1- I 1--1--1 1--1 1--I -I- 1-1--1 -1--1 1 - - ___ --- ______- -- - - - - 0 ELEV. 18 -1 2 I1111111111 [ IIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIII 1 1 1 1 1 1 1 1 1,1,1,1,1,1,1,1,1,1 I I 1 1 1 1 1 I 1 I II f I I 11,1, 1.1 1,1,1,1,1,1,1 1 1 1 1 1 1 VIII 111111 III1I 1111111 II1111 rFoF NES I1 I I ., IIII 11111111111111111111 ' 1 11111 ( I I I I ��� IIIIII I I 1 1 1 1 1 1 1 1 1 1 1 704 11111111111 _f Jr- 111111I11111 1111111111111111 !1111111111 \ / - 11111 1111111111111 [ 111111 1 0 1 111111111111111 11111 [ 1111111111111111 II �209� ::E■■■■■■MM■■E■■■■■■■�■■■■■■ M■■■■■■■■■■■■■■E■ ..■ ■■■■■■■■■ "cm € Il1■■■■■E■■■E■■E■■■■■■■■M■■■I■■MM■■■M■■■■■■■E■■■MM■■■■ / C ■■ ■■E■■■■■■■■■■■■MMES■■MMM■E■IE■■■■■■■■■■■■■E■■■■ KINLIN RUTHERFORD ARCHITECTS, PLL ALIGN NEW WINDOWS 1E ■■■E■■■■■■■■■■EE■■■■M■■EM■■■■I■■■■■■■■EEM■■■■■■M■ ALIGN NEW WINDOWS 1006 TO EXISTING BELOW ■M11�M■■■■■■■■■■■■■■■■■�■■■■■■■■■■■MM■■■■■■MM■■E■■■■ TO EXISTING BELOW 330 WEST 38TH STREET,SUITE TEL(212)6952988 1■E■M■E■■M■■■■MMM■MMM■E■■■■EM■■■■■■■■■EE■■■■■■E■■■E■ NEW YORK,NEW YORK 10018 FAX ( )582-1736 :■■■■■■■■■■■■■■■■M■■■■MM■■■■■■■■■■■■■MMM■■■■■■■■■■■■ S-• . K --- --- --- = - � 9'-1 �2L; - : 1■■■■■M■MM■■E■■■■MM■■■M■■■■■■■■■■■E■■■MM■■■M■■■M■■■■ T.0 FINISHED • ��®■M®EMMEMMEM■ME■■■®®■■■■■EEE■■MM■MEM■■MM■■■MMMir 1■■■■■■■■■■■■■■EM■■■■■■■■■■■■■■■M■■■■■■■■■■■■■■■■■►■ - --r-- - - ■M■■ME■■■M■■■E■■M■■■■®■I■■MEM■■■■■■■■�■1:���■■M■%M�I - - -- - - -- - FINISHEDELIL 0G • ELEV. E . ■■■■■■■M_■■■■■■M■E■■■MIM■■■MI■EMEEE■M E■ E■■■ME■■■■■■■ : w III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111 1 1 1 1 1 1 1 1 — _ II 11111 mi 1111111 111111 1111111 iii II 111111 1 1111111 IIIIII Iilllllll 111111 — • �i • III II IIIIII III 1111111111 1111111 Co - IIIIII Illllllllllllllllllll 1111111 M 111111 111111 111 1111111111 1111111 X � . VIII I111111IIIIIIIIIIIIII 1111111 11 11111111111111111 111 1111111111111111111111111 N • 1111111I _III _IIIIII _IIIIIIIIIIIII [ IllllllllllllIIIIIIlll N w II I I1I111I1 1 1 1 I �1I1I111I1111�1111III 1111111[III11111111111111'1I111I1'1'1I111II1111I1I1 • I EXTERIOR ELEVATION I I 1 I I ._ .._.____46T.0 FIN SHED F , -_ ♦ --- - - `r' -. - - - - - - -- - _ - -- - - - - -- ; : : ; - - - 1- - ----- --I- 1. - I 1 1 1- 1: 1,1 ' ■EM■E ---- --- -- 1 --- - -t --------I 1-1 -1-- 1-,1,-- _ ---- �� 1ELEV. 0'-0'. WEST III H III ■■E■ 1 1 1 1 FNM EN"' I I .1.. 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1. 1 1. 1 1 1 1 1 1!I ... -- $ T.0 FINISHED FL. - - I ELEV. 1 0 ■■■M■■■■■■■■■■■■■■■■■cp E iii ..... FULL SCALE a ■■■■■■■■■■...MM�--------- 4.00 WEST ELEVATION - PROPOSED A-20 0 01 /a•=1'-0• PROJECT: 245 SHEET: N/A U G, cAH U W H X U CONTINUOUS ROLL RIDGEVENT R ,,,-----.---,-... H PLYWOOD HELD BACK 2Y2" H r:4 1—Y4" X 20 GA STRAP // ROOF PITCH ZZ 2X12 RIDGEBEAM � o cn 0 / N N 0 i vio. ..., . 1 � r�� Biu —1 'UI. i / 1 \ 1 4"X112/8" TJI J ©16" O.C. /41.11efft so.no on 1.1014IP 03 Lut A401 OA ROOF PEAK (TYPICAL) `-F 1-1/2• = 1'–D• C6 02 N A401 1 1 41 2X6 ©16"OC WALL I - I FRAMING I , \ *... ,► I ---rte iit I ,...:, 1 r ` T.0 SUBFLOOR iiia, �. ti 05 1 -1 wig R-38 BATT INSUCCATION A401 1 3/4" 1 I 1 PLYWOOD SHEATHING ` ♦` 9%;0 ___�..‘ 0141 ii PERMIT SET 08.21.15 EXISTING CONDITIONS 2X12 RAFTER HALL ADDITION 2X6 KICK PLATE 0 •O° o • • j 1X CEDAR TRIM 13/4"X117/6" TJI ©16" O.C. • SIMPSON H6 �, BEYOND r r=%;R BRED ARr_ \ 34" X 117/8" LVL RIM JOIST +k►"`�°' p. \. 0 f°'' 0 \) c , lA; 7 1X CEDAR TRIM '` .0 €! 2X6 FRAMING .� ' T.0 SUBFLOORu� \ ��Ill,• • g���yU R-19 BATT INSULATION CONTINUOUS VENT /' ""'/� ,/ O2X6 BOTTOM PLATE /7' ����j FNE 5/8" G WB VERTICAL T&G CLADDING z�������' // �r.A_ FINISHED FLOORING TO MATCH EXISTING 4" EXTERIOR GRADE PLYWOO1 %4 SUBFLOORING AIR & VAPOR BARRIER AIR & VAPOR BARRIER 001 I 4" EXTERIOR GRADE PLYWOOD � -.�_ 2X6 WINDOW HEADER / R-38 BATT INSULATION �w GRADE • KINLIN RUTHERFORD ARCHITECTS, PLLC Y2 INSULATION ��' NEW YORK,NEW YORK 10018 FAX (775)582-1736 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 13/4"X11�/8" TJI ©16" 0.C. � � � I:liDOUBLE HUNG WINDOW BEYOND ?) 34" X 112/8" LVL RIMJOIST 03 WINDOW HEADER DETAIL (TYPICAL) 1-1/2• = 1'-0• cnWINDOW SILL li , �., , T.0 SUBFLOOR u N EXISTING CONSTRUCTION (2) 2X6 ®6�i / i%�, ` i� N cip 2X6 FRAMING ' "® % ''% CONSTRUCTION DETAILS w R-19 BATT INSULATIONz , I IN I 4" EXTERIOR GRADE PLYWOOD / .O AIR & VAPOR BARRIER wwwwwwwwwwwwwwlww�ww�■ 5/8„ GWB I ,\. ___ �' VERTICAL SHINGLE CLADDING FULL SCALE d "'' TO MATCH EXISTING 3 A-401.00 1 WALL SECTION (TYPICAL) O 0 1/2° = 1'-0• PROJECT: 245 NEW FLOORING JOIST TO EXISTING STRUCTURE 02 WINDOW SILL DETAIL (TYPICAL) 0 5 1-1/2° = 1'-0• SHEET: N/A U ,-- P.a cA H U W H WINDOW SCHEDULE x U FIRST FLOORRough Opening Size Jamb Divided Exterior Window# Room# Rm Name Type Manufact. Product# Description Width Height Depth light Screen Hardware Cladding REMARKS 101 102 LIVING ROOM A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. I W Z H P4 Z :--1 o SECOND FLOOR Rough Opening Size J- Divided Exterior co' Window# Room# Rm Name Type Manufact. Product# Description Width Height Depth light Screen Hardware Cladding REMARKS I201 203 M.BEDROOM B MARVIN (2)2620 DOUBLE HUNG • 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 202 203 M.BEDROOM B MARVIN (2)2620 DOUBLE HUNG • 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 207 203 M.BEDROOM C MARVIN 2020 DOUBLE HUNG 2'-2 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 208 203 M.BEDROOM C MARVIN 2020 DOUBLE HUNG 2'-2 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 209 205 M.BATH A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y `MATCH EXIST. MATCH EXIST. NFRC 276 210 205 M.BATH A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 211 205 M.BATH A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 212 205 M.BATH B MARVIN (2)2620 DOUBLE HUNG 5'-8 7/16" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 203 204 W.I.CLOSET A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 y MATCH EXIST. MATCH EXIST. NFRC 276 204 204 W.I.CLOSET D MARVIN 4028 PUSH OUT PICTURE 2'-10" 2'-4 9/16" MATCH EXIST. 6 Y MATCH EXIST. MATCH EXIST. NFRC 276 205 204 W.I.CLOSET D MARVIN 4028 PUSH OUT PICTURE 2'-10" 2'-4 9/16" MATCH EXIST. 6 Y MATCH EXIST. MATCH EXIST. NFRC 276 206 204 W.I.CLOSET A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 213 202 OFFICE B MARVIN (2)2620 DOUBLE HUNG 5'-8 7/16" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 214 X202 OFFICE B MARVIN (2)2620 DOUBLE HUNG 4 5'-8 7/16" 4'-11/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 215 202 OFFICE B MARVIN (2)2620 DOUBLE HUNG 5'-8 7/16" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 216 201 GALLERY B MARVIN (2)2620 DOUBLE HUNG 5'-8 7/16" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 NOTES: 1. CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. ALL NEW 02 WINDOW SCHEDULE WINDOWS TO MATCH EXISTING WINDOW DIMENSIONS AND CHARACTERISTICS 1 II D 'IED R.O. 2'-4 3/16' D R R.O. 4'-1" R.O. 4'-1" R.O. 4'-1" V.I.F. V.I.F. V.I.F. R.O. 2'-10 1/4" V.I.F. R.O. 2'-10" R.O. 5'-8 7/16" Ind [R.O. 2'-2 1/2".d V.I.F. V.I.F. ( A ) ( 3 ) 0 ( ID PERMIT SET 08.21.15 #2820 (2) #2620 #2020 #4028 101 201 207 204 HALL ADDITION 203 202 208 205 206 212 O 1 WINDOW TYPES 209 213 210 214 211 215 216 ,��FiED Air-,`o.� 5 D. ���JGE kf��.,i �.. ,ter cc OF NE`N KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 d- cn N N N WINDOW SCHEDULE H W W a FULL SCALE A-501.00 o PROJECT: 245 SHEET: N/A BLOCKING BTWN, RAFTERS HOLDOWNS INSTALLATION NOTES: H CRESCENT AVENUE - FISHERS ISLAND 1. ALL HOLDOWNS USE �" STUD MACHINE BOLTS (HDU8) AND STEEL NYLON LOCKING NUTS. RAFTER H TABLE R301.2(1) 2. ALL ANCHOR BOLTS ARE %8" DIAMETER. CLIP, CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 3. FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" O.C. HURRICANE CLI. 4. MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS. FASTE�1 THRU EXT. Q Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield SHEATHING TO Snow Wind Speed Design Frost Line Design Underlay Flood 5. BOLT HOLES SHALL BE A MINIMUM OF Y32" TO A MAXIMUM OF 316" LARGER THAN THE WALL FL Load (MPH) Category Weathering Depth Termite Decay Temp Required? Hazard BOLT DIAMETER (PER 1997 NDS, SECTION 8.1.2.1). Moderate Slight to 6. STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD. NO WASHER IS ►' 45 120 B Severe 36" to Heavy Moderate 11 B Yes N/A REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN. H 7. HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS OCCUR. 8. WHERE TWO HOLDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE YI e z INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE TOP OF WALL. z 06 DESIGN CRITERIA FIRST HOLDOWN. r� _ _ ____-- . ...._ . ___._.___ /ilk M 9. ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS 33 TO Y2 TURN WITH A WRENCH, WITH ���� ''iiIIIIII o CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN O NOT TO OVER-TORQUE THE NUT. CODE ANALYSIS: 10. STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1.2.4) TOP WALL USE/OCUPANCY: R3 (5 BEDROOM, SINGLE FAMILY) P CONN. TO ROOF RIDGE: 29'-4 1/2" TYPE OF CONSTRUCTION: TYPE 5 SHEATHING DESIGN CRITERIA: PRESCRIPTIVE FRAMING MATERIAL: DOUGLAS FIR #2 THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW 04 HOLDOWN INSTALLATION YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. N'' 14 HO_DOW\1 SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. POST & WALL FRAMING LATERAL FRAMING 'ND SHEAR CONNECTIONS: [11 SIMPSON HDUB ALL LATERAL FRAMING AND SHEAR CONNECTIONS FOR THE ROOF ASSEMBLY ARE TO BE MADE IN ACCORDANCE 11•4•4.-,44 � WITH TABLE 3.1 OF THE W.F.C.M. THIS NAILING SCHEDULE SHOWN BELOW IS THAT SCHEDULE WITH ALL VALUES .404.44.4....L.....14114iiiiii111144114 .:41111.10000.....P-INCLUDED. UPLIFT CONNECTIONS: I ' ALL ROOF TO WALL, WALL, '`' SIMPSON H10 OR H2.5A WALL TO AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE II �- REQUIREMENTS FROM TABLE 3.3B OR 3.3 IN THE W.F.C.M. I 'iI% BLOCK FLOOR 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS Ii f) V � j SPACE SOLID HOLDOWN TO SPECIFIED IN TABLE 3.3. 1 ` -�• UNDER POSTS POST BELOW 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN ��'1��� FOR FULL BRG. ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. TO FDN. (TYP.) RAFTER/TOP PLAT CONNECTORS: I BOTTOM WALL P-- SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE TOP WALL I CONN. TO R M CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE 03 SIMPSON CONNECTORS P CONN. I INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY No Scale Hurricane lie and Holdown TO RIM AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. TYPICAL DETAIL RIDGE STRAPS: 1 T.O. SECOND FLOOR S.F. 'i I /Ilk RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE 41IIIIIII REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. OVERTURNING RESISTANCE: NAILING SCHEDULE: (FROM WFCM) I SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. A MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. SPECIFIC 40.HARDWARE IS SHOWN IN DRAWINGS A601/01 AND A602/01. HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED CONT. RIM FASTENERS TO EACH POST. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS @ 6" O.C. MIN. U.O.N. I BOARD INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. FLOOR _ PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER FRAMING I S-EAT-ING EDGE BE MEASURED FROM TOP OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE WITH COUPLER NUT AND THREADED ROD AS REQUIRED. CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST NAILS TO WALL ROOF SHEATHING: ..."---..._,J R'S (TYP.) I PERMIT SET 08.21.15 IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP / EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP / ISHEATHING SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 /I / OF THE W.F.C.M. COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE / j HALL ADDITION WALL SHEATHING: SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND 2)/4" LONG MIN. I WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END ( PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. I EXISTING CONDITIONS SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT I PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. I PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE 0:1, 1:) ARS, HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO [AVE. �~ 1 STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. I ����",�-„,.,, � `'� `:-� FLOOR JOIST BRIDGING: BETWEEN JOISTS AT 6 FOOT INTERVALS. 2-16d16" /I i - BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS HEADER TO HEADER (FACE-NAILED) O.C. ALONG EDGES FLOOR DIAPHRAGM BRACING: ��� lk8 � 9 \ � BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD I 1i, p d 29 MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. 5-16d PER 2 X 6 STUD WOOD STUDS: ALL WOOD FRAMING IS DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. 6-16d PER 2 X 8 STUD I INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE STUDS SHALL BE USED IN ALL WALLS. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT ,I BLOCKING (FACE-NAILED) TOP PLATES: KINLIN RUTHERFURD ARCHITECTS, PLLC r„ i1 DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST I•• , THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR If. / 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 I.I,•1 NEW YORK,NEW YORK 10018 FAX (775)582-1736 LOAD BEARING WALLS. BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END �r T.O. FIRST FLOOR S.F. 411111 .1 III III ELEV. +0'-0” (26') BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END II I GENERAL NOTES: II BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK // IJ 1. SILL ANCHOR BOLTS SHALL BE %" DIA. L BOLTS WITH 5" COCRETE EMBEDMENT, PLACED AT 48" O.C. / 11 MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES. -r_- --L/11): 12" DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS. LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST 2. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL PLATE AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN. JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST `� 3. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLEDIN STRICT ACCORDANCE WITH THE MANUFACTURER'S WRITTEN SPECIFICATIONS.N RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST N4. INSTALL VEARRTICALRAN ER. TOE TIGHT BETWEEN RAFTERS AT SUPPORTING WAFRS FOR SAABILITYRIM JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d (1) PER FOOT CODE ANALYSIS N AND SHEAR TRANSFER. TOE NAIL TO WALL TOP PLATE WITH 3" x 0.131" FRAMING NAILS @ 3" O.C. ( ) 1 MAX. WITH (3) NAILS MINIMUM EACH BLOCK. H - w 5. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING OF 16D COMMON NAILS @ 3" O.C. MAX. z6. DIMENSIONAL LUMBER SHALL BE SPF NO. 2 OR BETTER, UNLESS OTHERWISE NOTED. FULL SCALE / 6O1■0® c7 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH A- R AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER. 0PROJECT: 245 05 CODE ANALYSIS 02 NAILING SCHEDULE 01 TYPICAL SHEARWALL SECTION 3/4'=1'-0' SHEET: N/A U i -, ,- ,- 2. > _. WA, cn U w \l, ------- U x W x H x z :-,z M_ O . N 0 ( i J _ 1===T7p I I /I II 00 2 ( 1 O ` , ^ I 00 Q I 1 O i �� i,-) ) __ _ .__ ___ ...._....._______ S \ CCV N __ -- _.____. _._ __ __ _____.-._._ .__ _._ ._.. _-_ _-. ._.. _..- _-._ lj ,_ .ji --_.__ . _.. __ .__ \ ... -... _.- _._..._ — - v A h �_ _ -- - - -- PERMIT SET 08.21.15 -- -- —I 4/ v ♦ ♦ ♦ HALL ADDITION , N. _ i ..e. . - ir . . „. f J _ - _ CLOSET Nor No. Nr Nre, Iv Iv / Iv I I / I N. N. I Iror / / / / / 441# / / #-- r ce o. k / c`c.' :. 1 1- '♦ ♦ ♦ N. 02 ,NEW4_, 0•STAIR SECTION 4 ♦ `♦ ♦ ♦ ♦ ♦ KINLIN RUTHERFORD ARCHITECTS PLLC ♦ ` ♦ 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 / NEW YORK,NEW YORK 10018 FAX•(775)582-1736 CONNECTOR SPECIFICATION: J RIDGE SIMPSON LSTA 24 0 16 O.C. HIP RAFTER SIMPSON LSTA 24 © 16 O.C. / 10 1 " tN 0" .l' SIN RAFTER TO STUD/TOP PLATES HTS 28 0 16 O.C. `t MN _1 _ ,_ �` RAFTER TO HEADER HTS 28 0 16 O.C.cn I ^ �i HEADER TO JACK STUD LSAT 18 - 2.5 FT �I� �I� T-IN 00 w r�ld- /� � g � „ �I� / c0 9 � „ NI LSAT 30 - 3 FT 3 2 \ 4 CODE ANALYSIS W MS1148 - 10 FT 4 L 4�� W MSTI 72 - 16 FT W ¢ z 2ND FLOOR STUD TO 1ST FLOOR STUD SIMPSON LSTA 36 0 16 O.C. FULL CAL E STUD TO SILL SIMPSON LSTA 36 0 16 O.C. A-6020 PROJECT: 245 03 CONNECTOR SPECIFICATIONS 02 NEW STAIR TREAD/RISER DIAGRAM- TO SECOND FLOOR 01 NEW STAIR TREAD/RISER DIAGRAM- TO BASEMENT SHEET: N/A U 1-4 H U W H U P4 Q E w�w W H p4 z .—_i cn 0 N 0 01 •203 w i MEDIA ROOM BEDROOM 00001 STI /' EXISTING EXISTING // I CL \ 4 (--- \ CL 1 _ --- oz, LAUNDRY //% A _ 004 % "'//f003 IPROPOSEDI ! 9a6XI ING I PERMIT SET 08.21.15 CRAWL SPACE 0� — —In 0 r J / o 01 W D — ---Iu 20 HALL ADDITION •204 I ___—IP 00 ___-\;,;__L1G y 3 e er G,0• h., '‘ `. .f -A 444,,,\I„), , �T �`�y OF N KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX'(775)582-1736 4 cr) N N w ELECTRICAL PLAN N H BASEMENT W c, FULL SCALE , E-6 O BASEMENT PLAN -100.00 0 PROJECT: 245 SHEET: N/A U a a ELECTRICAL LEGEND H U W H FO WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE I WATERPROOF RECESSED LIGHT FIXTURE P SURFACE MOUNTED LIGHT FIXTURE wUNDER CABINET STRIP LIGHT LI INTERCOM p4 z 01 $ SWITCH •203 z So DIMMER SWITCH `; $3 3—WAY SWITCH 0 O $3D 3—WAY DIMMER SWITCH $DOOR DOOR OPERATED SWITCH DUPLEX RECEPTACLE W.P. WATERPROOF DUPLEX RECEPTACLE SWITCHED DUPLEX RECEPTACLE OUTLET, ONE SIDE ONLY h i I'1 - - --- --4` Oc.F.I. GROUNDED FAULT RECEPTACLE OUTLET T QUADRUPLEX RECEPTACLE :11 FLOOR RECEPTACLE C_ b TELEPHONE/DATA ® TELEVISION — %, EXHAUST FAN 0 THERMOSTAT BEDROOM 0 SMOKE/CARBON MONOXIDE DETECTOR 106 I EXISTING I 0 DOORBELL BEDROOM C- - h---11 104 `�\ HE FIXTURE FITTED WITH A oloHIGH—EFFICACY LAMP WJ ` EXISTING - � oqa BATH (.____ CII i 105 0 ,_ CL 11 1 EXISTING .. I / BATH 0'1' ' 108 3 COMM 01 _ 01 •204 ' , •20 Ii I I rO////////j/////O//�c I 1 .. r.3 ° � 4 • ' o -- LIVING ROOM — KITS i — / 102 z - 10 I ..F.I. — — --J IPROPOSEDI �/ eta f.] - - - -11 \\ - I e "G -- -- - PERMIT SET 08.21.15 - - J— �G.F.I. I 1 BEDROOM i a � --- - 107 EXISTING HALL ADDITION 7 __ _ , .F.i. li to i tt ————T jib// FT L-2?- REF O ES3 P 411 .F.I. 0 •S0 D J EXISTING SUNROOM �* ,r'. " 101 `` ?). — I EXISTING I - F OF NE`s 1�—� N---- 4 11 1t t 1 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 01 cn •201 lV w ELECTRICAL PLAN N c W 1ST FLOOR W FULL SCALE z 011 FLOOR PLAN 5 E-101.00r7O PROJECT: 245 SHEET: N/A C..) .' ELECTRICAL LEGEND a cA U H I-0 WALL MOUNTED LIGHT FIXTURE RECESSED LIGHT FIXTURE rze ¢ 01 0 WATERPROOF RECESSED LIGHT FIXTURE E, ,203 -- SURFACE MOUNTED LIGHT FIXTURE m. UNDER CABINET STRIP LIGHT INTERCOM z $ SWITCH z SD DIMMER SWITCH cn $3 3-WAY SWITCH O -ir%////l�%,%%%%/ ////���/��%���r//�%/%l%/%l%////%%/%%%�/ $3D 3-WAY DIMMER SWITCH SD /� c I 0 Z FI 0OF 0008 DOOR OPERATED SWITCH I /� �\ I LJl I DUPLEX RECEPTACLE 1 I I I 1 1 Qw.P. WATERPROOF DUPLEX RECEPTACLE I _ , / L__ - SWITCHED DUPLEX RECEPTACLE �� OUTLET, ONE SIDE ONLY —— 0 O.F.I. GROUNDED FAULT RECEPTACLE OUTLET T p��; "`Dl GFI QUADRUPLEX RECEPTACLE p *6 :I \ .is..., 0la FLOOR RECEPTACLE ii——1 —— i ,el , / 7 0 iC TELEPHONE/DATA , � 111 .,D I I � i 7 •� � TELEVISION r/,/%/%////iE= %%/////%/%/j%%/�i� %/O%%//////////%%%%%%%%E--nom/%/O%%%�////% ii//iiiiiii,�; ., 1 v - — :. I / \ TOILE ;; o) Imo, CL % EXHAUST FAN 11► II► III s - I 7 ;#1'n o�i1O THERMOSTAT % -- I141 .. Illw IIID 111 I MI % • SMOKE/CARBON MONOXIDE DETECTOR - ;________ <% — �' — e 0 DOORBELL '■3D 111 �/.- _ HE FIXTURE FITTED WITH A r HIGH-EFFICACY LAMP '■D / '3111 � � % J� ® IF - / ! Ilk. ,..„, , ... . , ,1 v, , 1 1 r y n __ 'I OF ICE GYM WALK-IN MAS ER I [__ _ 11$1; 202 �ICLOSET BEDRfiOM CE -_ -_11 O._ PROPOSED j 01 i+l ©% 20 01 PROPOSED PROPOSEDI__ _�� -i Ø'jFi F---- -7 --- GFi ; I-r"OPOSED L- - --H 1111 1O /;-fl I -- - IIe , th 7 1---- -1, L_ y •O !J I -- --i A . _ ...111 111 111 y • L 111 - 0 111 I �1�� PERMIT SET 08.21.15 I_ / f_1"/, , II ��r Iaivii�a�i//j'Af—AF F/ //��rr�i r=;F—• 1r e�/�oiiii�////�//ii�iiaia, i� 1f_,% i 31 r 1 1 r , ; HALL ADDITION e,:Dt)A.7.:".7,-,,,.. .. Cti :\C:i , .. - \ 1?- •29 8 A OF NE KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 A.. 01 rn '201 N N L., ELECTRICAL PLAN N c7 2ND FLOOR w w ,_ FULL SCALE z 01 FLOOR PLAN E-102 .00 2ND 0 PROJECT: 245 SHEET: N/A U a rfH U W H PLUMBING NOTES 1 . DO NOT SCALE FROM RISER DIAGRAMS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS-16. 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. 0 N 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 6. PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 7. SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9. ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. 10. ALL HARD PIPED FIXTURES AND APPLIANCES WILL HAVE BACK FLOW PREVENTION DEVICES 11 . ALL NEW WASTE LINES TO RUN TO EXISTING SEPTIC TANK PERMIT SET 08.21.15 HALL ADDITION #2 T.O. RIDGE JL4V.T.R D 1112"I 1112" I 2" 1 112"I 112" — ————— �` ': r y (2) NEW LAVATORY ¢ I I 1112"1 , • 029�a1�_ , NEW TOILET i I NEW WASHER FOF 94 NEW SHOWERI I IINNDNNNN,.\ I I I NEW TUB o o BATH b 0 SECOND FLOOR F.F. 205 1 f I KINLIN RUTHERFORD ARCHITECTS, PLLC 2" 2" 4" 1112" 1112" 2" 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 FIRST FLOOR F.F. PLUMBING RISER C.O. TO EXISTING SEPTIC DIAGRAM FULL SCALE O 1 PLUMBING RISER DIAGRAM P-iO1.00 PROJECT: 245 SHEET: N/A U W W cipH U W H Z U [d� FG W H x z z M .-y O N 01 01 •20 F' 1. -� ' ! ) • 7 6"X6" POST I \ / \ --------- TIE NEW FRAMING INTO \ EXISTING STRUCTURE j _____ ---'\\\\ /----\. .11 ' (2)34"X117/6" LVL [_ RIM JOIST I PERMIT SET 08.21.15 0 ..._ I _____,,___ . .02 02 HALL ADDITION •20 PI W D f •201 A 0 UP 1 I 'Sck0 AR 41 r .4 ». . .7.A I\ 20 I ,,/`,I 1 ); . 0294$ yp�, OFNei4 01 W. KINLIN RUTHERFORD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 4 cr) ice! CV w FRAMING PLAN N c i.4 1ST FLOOR W FULL SCALE z 01 7 1ST FLOOR FRAMING PLAN ,,4"=,'_o" s-b 1.0 0 PROJECT: 245 SHEET: N/A U W ,- A. H U W ,t.' U P4 g P.W Z H z a z M ti a 0 fl 1' - - -- - 6"X6" POST (2)34"X117/a" LVL I - — cF) (2)3 "X11/a" LVL RIM JOIST r RIM JOIST 1.1 1 1 1 1 1 A X ,IT ,1, 3 ATF II; ----- , sug..-- -r1 -1 mil kiiiiinw' ry E; H I il � i I __--1I - , V. 4 I O I G -... :1 ,.(1) ° ‘ -:7 \'._ 1 i' � � 1 /4 X11 4MI - s` �_s�, 16" O.C. � I _ 00 f D 0 ° . f \ \ PERMIT SET 08.21.15 .._ f 1 !. \ ---J I !, I ;y I T_ HALL ADDITION 1 o 1 UP 1 r A/A' AO% A Orr //irjr ' 9- MA AV A2r z 1 'VI -,;.`,:ki;. :. ,,- i yT� • 94 yOy FOF NO r r A f- . ,w— 1 KINLIN RUTHERFORD ARCHITECTS, PLLC L — _1 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 4 cn N N FRAMING PLAN N 7] W 2ND FLOOR W a FULL SCALE z2ND FLOOR FRAMINGPLAN 01 ,,4-,_o- S-102 .00 o PROJECT: 245 SHEET: N/A U 01 01 '20 Wr H x (1)32"X117/8" LVL RIM JOIST (2)32"X117/8" LVL (2)32"X117/8" LVL RIM JO - RIM JOIST 13/4"X11%8" TJI 1%-x11//g" TJI 16" O.C. 16" 0.C. (2)32"X117/3" LVL RIM JOIST U ° Xc0 1*'— 2"X12" RIDGE 13/4"X117/8" TJI 16" 0.C. COL AR TIES. TY . 02 _ cj 02 20 0 201 (2)32"X 1 17/8" LVL PERMIT SET 08.21.15 RIM JOIST HALL ADDITION //4° 45),EO ARC'y, C? pED. i174, .�.. .. 0. 2 09Q$�y0tz� KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL'(212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 01 01 '201 V /' FRAMING PLAN ROOF FULL SCALE 01 ROOF FRAMING PLAN ,,4' S-103 .00 PROJECT: 245 SHEET: N/A U cn CONSTRUCTION LEGEND a H U W H l Ir 'a v 1 4 NEW CONSTRUCTION V/kk) <6 EXISTING WALLS TO REMAIN H ETECTOR CCM'S10) CARBONDMONOXIIDE DETECTOR z MEDIA ROOM BEDROOM M 001 002 j EXHAUST FAN © EXISTING EXISTING /� �/� � � �/�/�/�/�/� �/�/�/� �/� CL 1 CL CONSTRUCTION NOTE: _ 1. DIMENSIONS ARE TO SHEATHING OR G° 2. ALL EXISTING DETECTORS ARE �OEREMA REMAIN, U.O.N.MONOXIDEON ESTING j �� _ NEW STAIRS WITH /� NEW LOCATION TO BE VERIFIED IN FIELD ; 2'-=�� _ AND MODIFIED FRAMING LAUNDRY -. 11 ,i I : � H 004 %Nor 003 � CRAWL SPACE PROPOSED EXISTING ' 1 I I -r= C =-...._ 01 %// /� //� , 01 204 W D N. e. I in To mdftdihil �� / /i i i of i of of of % vl� %i� i��i��i��ip��i '4 0 / CRAWL SPACE PERMIT SET AMENDMENT 11.21.15 'PROPOSED' ` A PERMIT SET 08.21.15 , NEW AND FOOT1NGSOF WALLS FOR ADDITION TO SUNROOM HALL ADDITION / e Asclyvk q - 5 - 2 • • 1 D 11 KINLIN RUTHERFURD ARCHITECTS, PLLC It 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 FRED qf, tt ' / //' Z /' / ///' r‘' '' A. ip ,fi,a , _-, : F{ M 9TF• 02n4?) yQ�`' x OF NEW N N ' CONSTRUCTION PLAN N H BASEMENT W W VD z BASEMENT PLAN FULL SCALE 01 ,,4._,.-0. A-100.01 PROJECT: 245 SHEET: N/A U a 01 a cn a •203 CONSTRUCTION LEGEND Uip W H { { _ rj��/jj/�jjjjj� NEW CONSTRUCTION 2 w EXISTING WALLS TO REMAIN H �/ - Z SD SMOKE DETECTOR/ _ CM CARBON MONOXIDE DETECTOR ',..1 / 101 BEDROOM N INSTALL NEWcn z 106NDOWS /\A �� EXISTING EXHAUST FAN BEDROOM C11- '�' A ° 1 ` 104 J EXISTING — \`- 3'—0" 8'--1" /1' S—O" / 0, L I, :----'-' • BATH (g) I I CONSTRUCTION NOTE: 0 1 105 CL - EI XISTING I 1. DIMENSIONS ARE TO SHEATHING OR BATH SHEETROCK UNLESS OTHERWISE NOTED. I 108 — 2. ALL EXISTING SMOKE & CARBON MONOXIDE -2 DETECTORS ARE TO REMAIN, U.O.N. EXISTING 01 �J 01 LOCATION TO BE VERIFIED IN FIELD •204 --'� •20 ___-) --1I D N I , J J 1 • LIVING ROOM NEW STAIRS WITH NEW 102 00 17_ FRAMING I D--( 11W1 00 --� REPLACE RANGE KITCHEN RELOCATED SINK 103 L___ — EXISTING 1 / - BEDROOM NEW STAIRS WITH NEW FRAMING EXISTING r -\— I A Nii —6" MU D R OOM ENTRY �/iioiiiioiiiiir�iii� i�,`iiiyiiiii� �� N / 100 /p 6'-1Y2" J 11'-7" �, 5'-13/4" / -c.., 1• In PROPOSED / — '-9) "" / // j111 ,4 PERMIT SET AMENDMENT 11.21.15 •0,1PERMIT SET 08.21.15 01.7 su 101 NEW SINK HALL ADDITION 'PROPOSEDI 3'-7" k k \ ---11 4 41:__ 1 % —— BAR Ki 5'-1y2" / = I 108 4POWDER ROOM o PROPOSED ° 109M �_— 3'-2., IPROPOS-P 7�' _ _ _ J 1 / jj%/ %% %l/ NEW LAVATORY 20—9 NEW TIOLET WA ii \0W 04) KINLIN RUTHERFURD ARCHITECTS, PLLC iii. 330 WEST 38TH STREET,SUITE 1006 TEL(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 23'-10" 14, P 6.-0" \ Cj, i I 1 1 % �,Fp At;0 ,- ( c' b .4S. ,. (P� mgr•r�`, ' (���'• 0,.�% x NEW SENTINEL DIRECT rFOF NES N VENT GAS FIREPLACE DECK N PROPOSED CONSTRUCTION PLAN H 1-Q 1ST FLOOR FULL SCALE z •201 1 1ST FLOOR PLAN -101.01 0 L— _ _ _ _ _ _ PROJECT: 245 SHEET: N/A 01 \/ a •203 / 24'-6" CONSTRUCTION LEGEND 3 / cn 14'-5 FU / 5'-0" / �4" / 5'-0" / \ \ \ jj �// NEW CONSTRUCTION • I w (111111111 L ® � a EXISTING WALLS Lu h.M L 1-=- tO TO REMAIN SD SMOKE DETECTOR/ z4 i ', 4STER• I ---•- CM CARBON MONOXIDE DETECTOR = z o _ BA ��� NEW RECESSED jI 205 III MEDICINE CABINET ,n j PROPOSED a:" ! / I III NEW LAVATORY / EXHAUST FAN 'in 6'-3Y2" 3'-1" 2'-=" 4'-0 2 1 AI /- `0 j 1 NEW TUB 8'-371!" 8'-37:4':' 5-1 / / 1 _ / • NEW LAVATORY \ \ k �j k�j /NeemmilyNr NEW RECESSED • / !�� %/ ;57-71) 1-1 3'-0" j - o oO O�/' , CL N MEDICINE CABINET __ _—��,//,y/�,////�//y�j�///���_ '�� � / NEW TOILET CONSTRUCTION NOTE: / 7-9" 1T-4" / o NEW SHOWER `� 010 , II 1. DIMENSIONS ARE TO SHEATHING OR �, 6,_pY2„ W—I -B- _L .i �I NEW WASHER AND SHEETROCK UNLESS OTHERWISE NOTED. / 1, _„_ \ yl I ///. DRYER 2. ALL EXISTING SMOKE & CARBON MONOXIDE N %/������������� --I I \ / 3'-0" / = DETECTORS ARE TO REMAIN, U.0.N. EXI STI N G ALIGN WITH WINDOW BELO 203 \ f -( �� I LOCATION TO BE VERIFIED IN FIELD - a M 11.1 Cir) I \ �01 12'-4" D lo N o , D.I. = OFFICE/GYM j 01 N ) 1 WALK-IN i MASTER j 1 •204 " °D CLOSET -co BEDROOM C 11 _ • 202 204 - IJ PROPOSED PROPOSED PROPOSED I I of NI " ly 9' 2 2 •200 L REFS GA�LOERY I / \ I1 / NEW STAIRS WITH NEW II01 I PROPOSED * I% FRAMING � ' y % 3'-0" I� LV� —� \ f / i NEW SINK ALIGN WITH WINDOW BELOW ` ,Ion I0 _ P 1 CLI 11. I to . 13 ,. -4444-_ -- - / �1/ f 7j _- 4444— �000� r��f���j f �/ \ \ 1 4444y .4444 � _y----) t. j -_....I--.i--'-- __�~ I'-"--� 1 f.__.___'..- i._._..I I-----1.__ - �I__.._.___,•__.` i ' : ! r j i ' I I ' it 11 I i ! 1 ; i i7 1 1 I ! 1 1 I P \ \ 1 I . -, �- -- -- I I � { ! i ; � 111 I I � � 1 / � ! ! r Ii7 i ; I 1 ;4444_; '� I � I � ! , 1 Li 1 H11 , 111111 IiII I ; i 1111 , .1 _- ; i , ! I I ( ! i f ! ! PERMIT SET AMENDMENT 11.21.15 t ' i I_ rr 1 i i ! ! 1 ; I ' ' 1 1 1j11I ; 1 ❑ I 1 ; ; f1 iJ ! a 11 , ! � i Ii, ' ; ' j ' ! I ( i I 1 , I I , 1 PERMIT SET 08.21.15 _. 4 1 i 1 1 p - i '- � '_-'--.;- -- - --- -- (-- -- ----i �..---, It------ 1 3 i 1 1 , I , , , t 1 I I ; i i.,_:.... ... ` i 1 , 1 111111111 I . , ! I , I ! 1n , I r ' i r_. ' 44.44 ; I , 1 ! 1 ! I I I ( --'''- ! It .� t r 1 i rte.T i_. - —' k i Mil ' � 1 III i ' ! I I ❑ is , I � _ I HALL ADDITION = 1 I ❑ 1 , i l I I ! 1 I .-;.___y...-11- 1 i I.'_, _ 1 , III I I 1 I I 11 , 1 I HH ❑ 1 111 �; 1-; ii I ! 1 ; 111 ; 111 ! 11 1i I4 L.._ 1 , I ' I J { J' I I I 1 1 1 1 1 1 1 1 I I 1 j I , ; o 11 Ii I I � iI ( 1 I � ; 1 • ❑ I 1--' '�— I ---1-- ---' -- -_ I 1 i 1 ! 1 1 1 ii i 3 ...! .,, - --- _.� -4444 4444_ --- -7 tu— —_ -_ -"f r-- 4444 , -a —_ i i 1 I 1 I 1 I 1 I 1 1 _ I S � I ' I i......r---i r--- — - 1 ` I 1 i 1! I ! 1 I l I E ! 1 ( 1 , . 1_ t_-.- _._ _H- t�.___-7 .'- I.-- _— __j _---i____! ..I---_I� ._, i I 1 ' ' 1 I', ! ' �~ - —, I ; 1 ! p h r l IT" ...i.._ I 3--1 1--._ —._ , i ! ! ' 1 ! ! I ! D ... I I ; -! 1 : ' �.. -_ -I ? „ 1 , 1111 I ; i ' ' , . . II11 1111III 111 , 0 - j _ 1 II i ( ; I . Io1 1I . � r I-- : r— :-----1 ❑ ;❑ O ❑ R ❑ p ❑ IW ,,. r :.---—.._��---- }_..__-_1.......44.44 1 ..., .44.44 �._..:�_.. 'i"'---' - --"-.; 44.44.. _..1 _ 1 _.• c —...._;--3 1 ..-_, ; __ ._- , ....._I _-, , -44.44— l_._-�-4444—., 4444 .4444_._. _ _- _ - t—_.y ___i. _ L.—_: 1 i ( r. _..� _.-__ .4444_ �t__.i ...._ 4444__- �___r _ -_-_' 4444 I ? _ , r.. _._ J_...; _ ...'' 1 KINLIN RUTHERFORD ARCHITECTS, PLLC I _ ' , r� I 1 ._1i i.-_.- 1 I - I. ! ;4444_._' 4444 330 WEST 38TH STREET,SUITE 1006 TEL.(212)695-2988 1 —�� �—� �_ I L /: �► r NWYORKNEWYORK10018 FAX (775)5821736 {�--..-., �1_.. `-_-'F---..44.44' .._, '-L �.--I....___ , 1— . F 4444_ 1— _- � .� J — � )L__.: --- ---- _ --'-I - .— i,— I .I-_-1.--1_,-..,--f' I-..--:... .___I.4444.. I ;.. ' F_ I I � 4444 I I - -- -- Z ._. ! 3 • �-_.. i _—_ i i — [--- ,- �'-- --j r --; 4444 �` ¢` i T 1 � �1 _i 1 }a �� e ,....._.._,...-_.— —?44.44— .— - 144,44 i I r L M ( --1 1 FOF NE\N -(.1 +► N N ••�01 CONSTRUCTION PLAN H 2ND FLOOR W v z 2ND FLOOR PLAN FULL SCALE 01 , ' o" A-102 .O10 PROJECT: 245 SHEET: N/A 1. 01 a •203 a Nit CONSTRUCTION LEGEND U x _ ii U 1 NEW CONSTRUCTION Jj : r 1_._.., I . >._; -.._ •_._....1 __ EXISTING WALLS 1 ' —� ;_�— .._ ... - - - TO REMAIN ; iLli H rx I !_ I F___, _.... , ., -: , T SD SMOKE DETECTOR/ _ 1_,1 .1 l- _l CM CARBON MONOXIDE DETECTOR Z -_ -- 1--- ...I--" �--- ^,__I { _-t— I--;; i_.,'-..111 ! . _ F J.__.._ .. 1 o — _' r }_ 1en EXHAUST FAN N i 1 1 1 I I 1 ! ", , ' -� t „- r- ! i - _l ��L. i ! , .. ' t 1I • 9 -i - - _, - - - __ i I. , t- i i 1 ti_ -' _ ___ j ; I t__ _ F---- -1 !- r ~ C ___— { — J _- �_ i.. _._. i."J 1II 1 j r r F 1 I a I 1 ' -; , T r 1 ... a - - i i r 1 1 - - T I 1 I F i ; _ -�.. i F I T •._. 1 I ' I �_._ . ... _.__.J_ _._ _i_ 1 ._:. 1..,.- -_. ,_, ?.._-_---,__.._, _,__;._._ .. ._ _ i_ _.-. CONSTRUCTION NOTE. _r , �, T —, r T _ I I I i '- i - T ! 1 i a r r 1. DIMENSIONS ARE TO SHEATHING OR -`T`-r 7 T i `� : - 7_ , ____ _t_-'_l__—'_ 1 __ , —{ 1 . 1._-_ ; -. _ __- - I—__f_- __— '.__--j - r 1.__7__ ! 1 I ; 1...J. ..._ ...___ _ i. ._l. -; 1---- 1-- �-- .._j._YI_r J ! I i.. SHEETROCK UNLESS OTHERWISE NOTED. 1 I ' i.__'_,_.l__....._.._.,. _ [ , .1. _' _ :_.._ �.__rl._ T __ _ : I • 2. ALL EXISTING SMOKE & CARBON MONOXIDE 1 1 ' 1 1 1 , l • i L i.. Ti_ i...l _ I_r r ,' T ? 1 1 " DETECTORS ARE TO REMAIN, U.O.N. EXISTING i % % % - i 1 LOCATION TO BE VERIFIED IN FIELD I ! 1 j. ... l._ I l i i 1 1 - u i l e • I• • 1_ -,- -,-• , : j .� !. = . J 1 ! µ1r 1 - f i 1 r I I .,, _, , 1 �- : _ ,,--_ t__I_-- � I '-_-i .T ;i - !-- .-I -- ! 1 1 , ' • _r.!-. '-' ! -i. ii ._.� ,. 1 - _ 1 .i -1-1 _ I - L-I - - _ I- �_- _I I - _ I- -i I I 1 11211 I ! { - - t { A-I I • Imo_ 1 i 1 ii T 1 l _ J... _.,..,._A_ 1.. J.., !_.._: T ,. _. _ ! r. ! LIT 1 �..... I i 1 i. I I I , ! I ' I i � I i { i j � i i i i _ ' ! I . 1 , 1 i � _ 1 _A11 � , i 1 I 1, 1 I 1 , 1 ' t I L I i l I7/El: !_ L_ 1 1 (L l I ' II ! l ' i ! Iiit wI - 1 1 ! _1 j i l _ �._. I Ii µ � i !- I- I 1 f • ) ri ' 1 ; � 1 1 `` _.,V I_ ... _._�.,. ---L I --i--�-_ - ! r -�` --) ' -J. -- a H; ..L-"- i-_ 1----i '{- r r, ''-J ---I .___ I -.- - I !'..i. . - -I 1- 1 L_ .L 1.............1_...I 1 i ! 1 - ! , -! 1 -- - 1 F H . ; _,,J j 1 ice_ ! I : ! 'I� i i ..i T _ --I _._ _�- , ...{ , a ) 1 1 i { , 1r4 01 •204 _ I _ i.- • F--t I ❑ •20 I ❑ o o ❑ PERMIT SET AMENDMENT 11.21.15 ❑ L. PERMIT SET 08.21.15 o HALL ADDITION • O ❑ — — ❑ ❑ - - ❑ /❑ p ❑ (o ❑ ❑ ❑ ❑ ❑ ❑ ❑ KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FM:(775)582-1736 S,cERED AR A. qin� �r 01 �• 9�� 2941 Q c� •201 FpF NEW yd X N N CONSTRUCTION PLAN N 15 0.1W ROOF W FULL SCALE z 0 i ROOF PLAN I ,,4._,._a' A-103 ,01 o PROJECT: 245 SHEET: N/A il 11 C.) ,-. ,- cip H U w H Z U ¢ W Z H pe z :.:4 4 . 0 'I 0 ' a _____ __ _ _ _ _ _______ ___ _ _.. ELEV. 13 —2 1... 41 rn _ ., . 0 . I c..1 I -...„..— In , -..._ --„, — $ FINISHED CEII_IN ELEV. 8 -0' . . II I I 11-.11 1 ----:-•- -:;;-•-•:-A---;,,',•,,;•-i--;•----,--1,,--At,,,,,:r•-•,,',, ..,:.,,,,, ,,,,,,,:,,:..r • ; ,,, , r , ; ,.:. :-. •,A,,-f•-•'-;- - ': '-:-,,,,A---:- , -' IMMO 1E1E11 , 1E11E11 imm N. 1 1 I I ' 1 :' -- ;1:::1- 1-1-- - ,;---- ,•,-.,-,1--:',::' : . . :::,::": ..i.',::1', ,i,,J.,:, ::[:: ,:::,•,:,,,,,,,,::::t::.:1•1;,,,, __: : _ __T•1::: :::1;:f:::::_,J,•,,r- ::;::,,,,, r...1 .. ri.m; ___ ,ral ... 111111111 1 I ' [ :i :•::LT' ,:: :: ,: : : ,:..- ;, 1111111111M 1 : . '- :-.:- 1-, 1 ••- '-:- , : 1:1- -' A MIIIIIII in 1 MIMI= 1 1 1 1 [ 1 1 ,' ::' ',' : :• , "co ;- : :-:,r : : • , • , : . -,,,1,,;f-::':-1--- - '. ' • : - ' . . ' .i 1 . ;, . '-1,1, --:-1-:-1-- -MEM. 11•11111111 ' . . INIIIIIIIMI 1 I I ,.. .1111111 1..111111111 IMMIIIIII 1 1 1 MEMO SEMEN IIIINIMMI I I 1 1 .- ' ' • ' ' • III ..,,t. • : ; • ; ' f •: -1-- :; :• : ::. :,:;': , ::• ; ' ; : ' :' ' ' '; ':1. ::f-:-,,,,,,,--WWI IMMMEI EMILIE 1 1 1 1 1 1 I •;', ':1 .' : : 1. ', ' : . : . .:, : ': ;: : . ------,,1--' ' ', ,'r" •';'; ' ':' :: :';' .' :': .' : ' „ •. ,' .I,,,t,-,-;---1--.-,',,,,,,-,-,1.1111 MIMEO 1.111111111111 1 I I I I . ' ' :I • ' : , , ' .j ::,: : ' : ' : : , ::: 1 : ' .' , :,'. : r : ; ! ' ; f - : ; ,'- : - - ,- ,- ' , -f.; . •: :: MEIN 11111111 -- ; , :r :; : ; . ,; 1 : ; :.,. : : ' : ; :; ; , : ..,_ ,,,,r_...: ,,,: :;:_, :::,:: ,•, : INN. 1111 1111111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 I ---.- -— : 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 II 1 1 1 1 1 1 1 1 1 1 11,1 1 1 $ T.0 FINISHE F11; . ' .!,: :, , .: . : ,..:, ..,.:„,,,,,,,,,,,,:,,,,,,,,,..„.„..,,:.„.,,,,,,,,....,....„ „ .„.-: ism --- - .I.-1:- -::1------ -7:---1:-.;--17:-.71---i--: .---: -1-:: ---: - '--: ' -, .:--,.: I I 1111 I -I'll 1-1-1-1 I' l 11 1-1-11-'t II 1 Ill I 11 1 i 1 11 1111111` i 1 : - -- ,,,,,,, - -, -- ',-- ELEV. 0 -0 ' ' ' ' ' ; ' ' 1 ' , 1 ' -1---,',,: J--1 ---„,i- ' --: I1 ' .1111MEI 1 I 11 III 1 II I 11 11 11 11 I 111 II I 1 1 I 1 1 1 11 II 1 I 1 1 1 1 II , . ; : ; ; , ; , : : : ; : : : , : e , : : , : ; 4 4 : : .mi.4.. , 11111 : 111111111I1 IIIIIIIIIIIIIIIIIIIIIII II $ T.0 FINISHEq FL,1 .\- -.......,..... , , . „ : . - : .... _ ELEV. 0 -0 , . : .:: ::-- --, : '- : : - :: : :-•------ -,.--,,,,,,,,,.------,_ -._.:::_:..--'/: -9/-----/ ' - : - 1 ' : ' ::-.4.::-.--/ 02 SOUTH ELEVATION - EXISTING ROOF RIDGE ELEV. 30'-4” $ _ APERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 cr, 1 HALL ADDITION . ..._ -w...... ....v _ . . - - : : :, : . . ,_ . . . ... . .,,,,., ..... .. ........ ... . • : . : : : , , : : , , . : , , . . . ., . ,.,• , :,. /„....: _ . : : • : : , , , ;: ... _:, , . : „„, :,_,_ ___,,_ , : _ , , , . .., , . _ _:. : ::: :_ : ,.: _:_r: . L.._:_,.: _._.: _:_ : _i_„: .., , --N-2.:-, .......„,,,,.,,,,,„,,,,, ..,,,,,,.. ._,, FINISHED CQING ___ - ---\ . . . . 1 11T1 ,. .....,. .,.......,,;,,..., ; , , . . ._ :: . : : :: : : : : : „ 111 :• . , .. ; „ ; . , . . , ,,; i: ! :,, _J... :„3 , , . . , , : : „ . . . : : i I : ; • , . . : , __ . , . , . . • : -: Ili ' -:',;-' :,,: - ::: ,',,:,:,,: ': Iii ': ! ; , :ri ' : : : ; :1: -1.- —I—L.— ::,' : , . . ; : . : 1 . : 1 . : , , ; . --- :';- :- :'-:"-, : , ;- : : . . . . . . .. . ...... ... --- ---, T . - .. , . . . . . . . , • : : ' 1 . , ! ; ; : i . : .: - • . ';: . . ... .. , . , : .,.. : . : , : ! • : 1, : : : : ----:---: , • 1 ' : ' I 1 r• , .,., . . ' , . ., , . , ' . . 11 ... . -..3 ' ..... 2 : : 1 ! , • , . , . •: . • • ' r ,r----r-'- _ -'__.. ___..2.- ., r _____ ___ ._.___, __ r ^ .----- - - - - -- *------- ELEVF. 14 -6-1 2 ... .. , ...... . . , . . . „ , : i : : : : : : : . : ; : , . . . „ = -_- 7... ----..." -dm Ih.- _ : .I ' ': ' _.=. - _...iiIIIMEM11111101111.1...111111111Nik.. I -, ; ____ '.- -.••11111111111111111..111111111111...111111.....111hilm... ,,,,,,, ,,,,,, „..„,.....„:.,.... Tr.1___ '---'"'IliiiiiiP -- -- L.1011.11111.111111E...111111.1111111110.111....E.Iiiii..--,,,,,-- . 7... . . __ 7. FINISHED FL --- ------ - \ $ ELEV. 10 -0' ' FINISHED DE-1-K - .....d11110111111111111MEN1111111111111MMIN1111111111•11111111MIIIIMMEMIIIIIIIIElim...... _,.... ,,,,,, „ ,,,,._____:_. .._ _ ... ..... ..... _ , .. ., . 0 ,......„. ,,,,,,,,,„.„......... ..... .„... ..... ,..... . . T..: ii111111111111111111111111111111111111111111111111111•011111111111111111•111111111111111111111111111111111111•111111111111111111111116. ., .. ... _ ... ,-- ----- . FINISHER CILING $ _ ___ ________._ ';'-•11-'11----- ,- .0....- . • ELEV. 9 -0 ....1111 1 I I 1 I I li I I 1 1 1 I 1 . : ; . , . . KINLIN RUTHERFURD ARCHITECTS, PLLC H----1--- - Nita,- ------- - -- - -- -11 .---- ELEV. 9 -4 , : : - : „ : 1 : : : : , . : . „ IIIHIIIIIIIIImi IIii „ I I IiiiiIII II I MEIIIIIIIIMMIIIIIIIIIIIMEMIIIIIIIMIIII . .e „ e : III : ' : ; i . : : ; : : , . ! 1 , 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 '---=71 . , 1 , i I I I [ ..11111.111.1111.11.111111111..... 1 1 1 1 ' : f , • : NEW YORK,NEW YORK 10018 FAX:(775)582-1736 MI I 11111111 : : i : : ; . : ; : : ; '' : ' : f •.'i -, I 1 1 ( ., ENINIINIIIIIIIIIIIMME111111MMIIMMIll i • : : 1 , 1 : ; : : 1 1 1 M111.1111111111111111..11111111111111MIMINII 11111111 .1, .i • • • . . : ; • ;.11 1 I 1 ( El IN ... . . : ' ,. . : . ... „ . , . Lb ' : : 1 1 1 I 1 1 1 I ; : : : . : : : : 1 •-------c I : : , . , ; : : ; : : '. , 1 : : ; : , 1 I — MEN111111101111111111111111111ENNIIIIIII 1 1 1 1 In . ' Off-'‘,-11) Arin,, 4.,..re .c04.,,,:( c-2), , •;',10-,.,,,,)c,-„ ,,,,,, , I I I I III : i . 1 : III IIMMIIIMMIIIIIIN 11111 1 . ' .,, 1 : : i : , , : : I I I Illi . IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I r r, ,: i,'. I : . : ! • • . • • , I I I . . , . . MIIIIIMIIIIIIMMMIIIMIIIIIIIMEMIIIIIIIMIIIIIII IIII i : H ' : ': , • ,,,,--- -,---,---, . . . . : L I II. BM IIIIIIIIIIMMMIIIIIIIIMEMMIIIIIIMIIIIIIMII . • - , ,. , . . , . : 1 I I I -: : ' ' •' Q.) ...:, ,.,.'i, , . . . : . • : : ' . : % ' , I , ' H 1 I ..111111110.11.11.11.111111.1101... 111 ,,7___: , 7.i„..,.] .', ,...: , • , , 1......11.1.1111.1.11..11111.. 1 1 1 1kf) f. 'C'1". , - . . .... 'Y'.!,.;4 . , r .. ...I..,1 i ' . : ' •i , : : I I 11 1 III 11111 IMMENNEEMENEMENNEMENI IIII ., . , 1 1 1 ' '' ' ' ' ' ': ' ' ' ' I ', : : . 4rne'' • : . : . . : • : ' : MINEIMEMINMENEMEMS, • 1111 I : ' 1 : „L.i ,...r7 f ' fi. L.-1 : 00 : • LI,,. ':„..„.il' 1 I 1 ._., 1-1. .„7„.7 _il ,_ IMMENSIEMMOMMUMMUMIE ... ill i — _ __ 1111 „1 . j : ' . : : i ' . i FINISHEp FL. $ \ _ 1 1 f 1 I 1 1 1 , -fti-ii •--:- -7,-'- r- ELEV. 0 -0 1)- ' 0290;\ t.•,•) ': 1:• 1•1 : 1 1 ' : : • 1 i.. ' .,'.„,...'...,,...,.,„.,1 i,,,,,.,,,,,,,,,,,,,i,..,,,,,,,,,,,L„.L,...,'„ :,, I I 1 11111111111111111111 <r':‘ `k(2) - °F WENS F NI H - • : . ;- ' --I I i _ _ ELEV. -1 -4 --- EXTERIOR ELEVATION N ' HI W LIJ X cip .. , FULL SCALE ¢ . . 4 - OGI T.0 UNFIrNISID F _ _ __ A.2 0 1.0 1 _ ___ ___,,____ _ __ _ - ______ _ ____ __ _____,, . ____ ____ __. ______ _ __ .____ - - - ------ --,,. _ ____ . _ _ ------- --_ _ __________ _ _ _ ._, i_., 0 1 -SOUTH ELEVATIO - PROPOSED PROJECT: 245 SHEET: N/A v 1 1 1 ,. U W W p. vp H U W ,E-: U G Q FG w PG LI. Z H c4 z 1 z M o - - - _ _ _- -. - _-_______ -- --- - T.0 ROOF PINCH O o ELEV. 13'-2 N _. ______ _ _ .__ ._._.._.. _.. _... . _._-._._ FINISHE9 CILING y ELEV. 8 -0 1 00 : • 1 � - , TO FINI H _,r_—_ FL ELEV 0 0 i . . . , .: i ...: , : . , . . , ,. , : ., . .., . :: „ , , , „ , , , , , , , , ; - r--, _ ,,_,,,,,,, I , ,,,,,,, _ r ,--T , ___ _.__ . . 0 I r ELEV. 8-'0' 02 EAST ELEVATION - EXISTING 1 4•=1'-0• -------- --- - - - - ------- ELEV. 30'-4" APERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 �■■■■■■■■■■■■■1i\ /N■■■■■0!\.1■■■■■16. ! A MFcn A■■■■■■1' i■■■■■■■► o ■■■■■■■■�'•�■■■■■■■■� HALL ADDITION milloor .i■■■■■■■■■■■■■■■■■■■■■■■■■■■► 4■■.■■■■■■■■■.■■■1■■■■■■■■■■■■■•. -- .■■■■■. 1111-- --- MMIIMEINUMMOUNIERIMEMMEEMEMENIEUMENEIMENEMER.- FINISHED CE ING I■■ I■■■■.■ I■■ ■I•■■rllll■11II1 IIIIMME ELEV. 19 -7 1 1■■I Ell lli ■■■■.■I uiuu ■■1 1■■■■■■I■ ■■■■■ �■■ I■■■■.■ I■■I 1■■■■■■i■1 111■■■I ■■■■= ■■I i■■■■■■I■ , ■■■■■ ■■■ 1■■■■t■ I■■1 ■■■■■■1■1 111 ELI ■I II. .1III ran IIII. ... IIAi �■■■■■■1■ ■■■I 1■■■I ■ ■■■■I ..a VYYYYIIIlU YYYYL ...■ I■■■■.■ I■■■I '■■■■■1■1 111...1 IEEE ■■■■.■I ■■■1 1■■■■■I■ 'MERE -, I■■■■ I■■■■■■ I■■■1 \■■■■1■1 111...1 I IEEE ■■■■.■I ■■1■1 .1■■■I■ ■■■■■ 'al FZ00F RIDGE 1��1�����■��■��■���E■ .■ ��������������=MEER: 1 ■■11 i , � � � � � , � � � � � , � 1 IME ■■��■L ■■ 11■■■I A ■ ■■ ■ ELEV. 14 -6-1 2 ■ ■■■■■■■■■■■■■■■■■■■■■■1 I I I I 1 I ] I I I I I I I 1 I I I I l i I I 1 ■■■■■■■■■■EN■■■■■■■■■■■•u■■■■■•■■■■■■■■■■■■■■■■I II111IH I1IIII1iIIII1IIII r --- - 11111- 0 -_ 13-11 1 -_ 01110 -_ 11101- 0 -__E -10010001 1■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■ 1 1 1 I 1 1 I I 1 1 I 1 1 I 1 1 I 1 I I 1 1 1 I I ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■l 1111111111111111111111111 oo 1000■U•U•UU••IEIMEEU\•�UU■UR■UU..■��..I•..■.■.■..1 11111111111111 111111111111111111[1111111111111111 ,, 1■■■■■■■■■■■■■■■■■■■■■■■■■■.■■■■■■■■■■■■■■■■■■■■■■l 1111111111111111111111111 FINISHED, DECK _. .- ■1:�����■���■.■����������������■■���■����������������► I I I I + 1 1 1 1-4--1--4---1 I I _ FINISHED FL .. -- - ________A5_,_ ELEV. 10 -10 _ - ELEV. 10 0 1■■■■.■■■■■■■■■■■■■■■■■■■■■.■■■.■■■■■■■■■■■■■■■■■■■■L �.._ El� C I I 1 -- -_. _ -... ._. ♦ FJNISELEV. 94-OF�ILING _ _ .__. ...__.. ___._-.. ELEV. 9 4 ■■■■■■■■■ii..■■.■.■ _, .... . I I I I I KINLIN RUTHERFORD ARCHITECTS, PLLC ,., I III I 1111111 111111111111111111 t l 1 II «. • 330 WEST 38TH STREET SUIT 1006 TEL 212 695-2988 NEW YORK,NEW YORK 10018 111111111111111111111 11111111111111111111111 E ( ) 1111111111111111111111111 1111111111111111f1111111 ■■ KN FAX:(775)582-1736 111111111111111111111 11111111111111111111111 1■1 llllllllllllliflll 111111 IIIIIIIIIIIIIIIIIIIIIIII ■■ II IIIIIIIIIIIIIIIIIIIIIIIII 11111111111111111111111 1■I o 111111111111. 111111IIIIII11 111111111111111111111111 - ' ■■ I ,. III I 1 11111111 I I I I I I I I I I I I I I I I I I I 11111111111 �� �?,Fn AF ?r% a� 11 1111111111111 I IIIIIIIIIIII ( 1 1 1 1 1 1 1 1 r. c i�. et,� 11111111111 • 11111111111111111 I I I I I I 111111111111 I I I I I I IIIIII II l f l 1 1 1 1 1 1 1 II 1 1 II 1 1 1 1 1 I �y �Qt� 11111- 11 11111111111 11111 III 111111111111 111111111111111 ( 111. 11111 + 11111 <� , .1 I I 111111 I I I 111111 l 1111111111 `b Y. ,. R,,�} �"- I,. . ,. l l l 1 1 1 1 1 II I 111�I�I�III�III�1�1�111�1 ]�I�111�11111�1�1�1�1 I�I�I�I�I�I�I�1�1�1111111111111111111]11111111111111111]111111111111111111111111111 ^' FINISHED, � , , 1 : 1 ' I. 1 ' * ', MI iii , iiTiiii en .� T.0 FINISHEQ FL _ _ -_ -- - -I I I ( I l l l l f l l l l lll l 1f 111 ( I II1111111 I ( IIII III IIIIIIIIIIIIIIIIIIIIIIIII ELEV. 0 -0 �`a AC)FLN1S ED FL. .��MM� �I•MI■M�MI�NINIMM■I•�•��MM��NNIM��MI���I■�MMI•EIMI�MNIMI '1:6..0OF 2N9Ed��F - , MIIMMENI N N W c EXTERIOR ELEVATION W W j ,-, z FULL SCALE vI ..-. ..__....._-._ __ T.ELEV.0 U N FII NJ So 1D Fl.,$_ _ __ __- EAST ELEVATION - 'PROPOSED A-202 ■0 �- 0 01 1/a•=1'-0• PROJECT: 245 SHEET: N/A U A, CIOH U W H X U I:G Q W H F5 z a z M O N • T.0 ROOF PIT ELEV. 14-H 0" ,_ ..._ . ..... ....._ M -1 / ■ lb \ — S-_ `ELEV. 8 -0 r � 1 _ _ _ ._ --__ - I l I 1 I I I I I I I III l l III i l l l l I I I I I IA II 1 11111111111I1I1111I111111f1I11111111 , : 1 II 11111111111111 II 111111 III 111111 11 '_, Num HH I 11111111III 11 [ III llllllllllllllllll I - 11 IIII111111111IIII1I11111III II111111 II MM. i L,. � l• I I 1111111111111 1111 111111 I 11111111 I 0 11 IIII111111111fIIIII1111IIII I1111111 1I .. 1,.. ..... 1 1 1111111111111 1111 111111 I 11111111 I lo 11 IIII11111111111111111111III 11111111 11 I Illlllllillllflllllllllllfllllllllll 11 IIII111111111ILI11I1111IIII II111111 11 _ ' H 1111111 (111111111111111I1111111111111111111111111111111111111111IIIIIIIIII111111111111111111111111111111111111111 • T.0 FINISHEDFL Ilifllllllllllllllllllllllllllllllllllllllllllllllllllll ., - - ,t I 1-1 I----1 1 I 1 1 1 1 -1-1-III 1 1-1 1-1 1 I-1- 1 1-1- I -1-1-4-1---1 L 1 -1 I -H-}.-{--1 1-1 L..I -L-I-1- 14 1.1 I--1 E--: ' _ - - -; -- — - - - - -------- -- -- -- __.- ELEV. 0 -0 11 III 1111111111111IIIII 111111III1111111I11 II11111111111 1 I I / 1 I 1 I I l I I I i fI I,I,1,1 ,1,1 I,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1,1, , 11 J I I, 00 T.O. UNFINISHEDELEV. L.L8„ FL0l; _-- -8 --- ---- ------- - --- - - - 02 NORTH ELEVATION - EXIS ING it) ROOF RIDG ♦ - - ELEV. 30 -4 _..... .... ... PERMIT SET AMENDMENT 11 2115 ,A - - - ... PERMIT SET 08.21.15 I , IIiiiiiiiIiiIi - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 . - . - 1 1 1 1 111 1 111 1 1 1 1 1 1 1 . --- ... a• ' _ _ : I I I I I IJI I I I I I I I f I I I I I I I 1 I I I 1 I 1I I . , HALL ADDITION• o . .. i ■■■■■1111■■■. .■■■■■■■■■■i. - . . . ANEN11■■■■■■■■■ ,- ■■1111■■■■■■■■■i► i■R■■■■■■■■■■■■■R■R■■■■■■1111■■■■■■■■■■■■■■■■6. i■■■■■R■11ER■■■■■■■■■■■1111■■■■■R■■■■■■■■■■■■■■Ir, - - 111■■■■■■■■■■11■■■■11■■■■■■■E■■■■■■1111■■■E11■■EE■■1111 FINISHED CEI�IN ♦ _.-_ ._- _-- _-- _ - --- - -� ------- - ■■11R1IINNBNE1111N11■NIMN11■i11E NIINNE'N11RR11IINNNMiINRR■11E■i-- •- - - ----_________ -- _-- _____ 11 ELEV. 19 7 II INF ■■■■■■■■■1111■■■■■■■■■■■■■■N 1■1 \■■ ,, ■t1 111111 •�U.lU■R•■U�•■U•�UU■UU•U•1 111111 ��1 I I 1 111■1 �i iI, ! ■■111 1■■ �1 111111E l1J M■RI ' ■■■■■■■■■■■■RR■■■■■■■1111■■■ _ , 11111■ 1111 E ? ■11111 �■ ---- e , I_ 1■■■1 ■1 . ; II1 :■■■■ ■■1111■■■■■■■■■■R■■■■■■■■■■■ 1 1 NEER 1■ I 1■■■I II .... , 111 1■■■■■■■■■■■ ■ ISMS '■ T.. . ,.. .,... .,... rn I 1■■■■I ■■■■■■■■■11■■ 1111 1■■■E 11; . ANEtitilnm J EMNNMNNNIIIiNMINNENN■NNNN`mm1111■■\ ■._... 1 1■■■■■■■■■■■■11■■■■■■■■■■■E1111R■■■1111■EEE■■R111111E■■ J■■■■1 I : 1■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I " 11 46 FINISHEQ FLS ♦ - - -.._.-_ -. _ -.- - _ —..- __ _ ___.___ _ __ ELEV. 10 -0' - _____0 FINISHED CEI IN __.. __. .__ I I 1 I I I.1 (. V I I I I I l I 1 �. 11 I 1 I 1. l._I �_I .� I I. 1_ L LII 11_l- I. 1 1 1 1 1 1 1 I_--- _.._F. ♦ . _ .. — — ._ ___ _ __- _ _.._._ __ _ _. KINLIN RUTHERFORD ARCHITECTS, PLLC is ELEV. 9 -0 ■■■■11■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I : . : 1■■■■■■■■■■■■■■■■■■■■■■■■■■■■1111■1111■■R■R■■■■■1111■■■■■■■■■■■1 ? ' i 330 WEST 38TH STREET,SUITE1006 TEL (212)695-2988 il .' - NEW YORK,NEW YORK 10018 FAX:( 7 1 582-1736 1. ;..._,... .._.:..I ' I I ? 7 5 ■■ I■■■■■■■■■■■■■■■■■■■■■E■R■■1111■■■■■■■I „ ■I 1111 ■11111111111111■1111111111111111■111111111111■■■■■■■1111■■I 1111 1111Ilt I■■■■■■■■■■■■■■■■■111111111111111111■11111111111111111 ■I ` '_' 1111 1111■■■11■E■■■■■■■■■■■■■■■■1111■■E11■11■■■I 1111 _ I II C, , ,�� o UI ■■ I■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■■I ■I ..l 1 e�`�' „---,,....<1/ r;" 99 I 1■1 ■■R■11■RR■■■E■■■■EEE■■R■1111■■■■■■R■■■I IRI ll Ill I, 1 o) ■■ I■■■■■■■■■■■■■■■■■■R■■■■■■■■■■■RR■11111 ■I ,i ( I ' 1 t _ EN ■■■■■■■■■■■■■■■■■■■■■■■■■R■■■11■■■■■I 1■IL uu .' -a= �'. "Y .Thjj ■■ I■■■■■■■■■■1111111111■11111111■111111111111■111111111111111 NI IRI ■■■■■■■■■■■■■■1111■■■■R■■■■■■■■■■■■■■I 1■I • ‘ite ` � t n 111111111111111111111111111111HIIIIIIIIIII11111111111111 1 :I.:�� 1111111111111111111111111111 . 11111111111111111111111111 i _ -- 11111111111111111111111111111111111111111111111111111111 1 i f .... 1 !� 481' T.0 FINISHED FL. 111111111111111 1111111111111 111 11111111111 11111111111111111111111111111 111I1I1111JI1I1111111111111I1I1111 /1/ W \(011\4' ELEV. 0'-0" lIIII I VIII ] IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIl W N EXTERIOR ELEVATION • H W W X FULL SCALE z A-203 . 01 0 UNFINISHED FL. NORTH ELEVATION - PROPOSED PROJECT: 245 ELEV. -8'-0" SHEET: N/A 1 ' 1 U W •A. v) H U W H U AC Q n a, w x H A~ z z 1. 1 cn 0 N 0 T.0 R00F PITCH > __ ♦ . _ _ _.._ _ , _. _..-._ _ ___.._.__.._.. --- __ .-_.._-.... __. __ __._._ __ ..._ _--_ __ ___ .__. _v_ .__ ._. _- 1 -� LELEV. 14'-0' .. .. .....- .- . o FINISHED CElkIN9 ELEV. 8 —0 inommensmmmInmasom •immoono__mm_m•' ..ice ■■■■■ ■ ■ ■■■■ ■ii■■ �---- ._�__ r fME■■E■ ■■E■■ E■■■ M■■■■■ i i-: , , ' ■■■■■ MEMO E■■E ■■■■■ ' ■■NEEM ■■■ M■■■■ ■E■■ ■■■■■■ ...... ` o ' ■i■E■ ■■■■ I M■■EE :: .. l.€ 1 MEM■■■ ■■■■■ L.:,. oo ' i NNE.. EINEM ■■■■ 111111 ■■■M■ MINN ■■■■ 11 ( 1111 ■ _ ■■■■ ■■■■ ■■■E 111111 -'-- T ( I 1 I I I I I I I I f I 111111111111111111111 11111111111111111111 I _ 1 `d- 1I 11111111111111111111 ( 11111111111111111111 -- - 1III1I1IIIII1IIIIII •I l 111111111111111111111 I IiII I 1 I I I l l l l l l l l l l l l l l l l I I i l l l l l l l l l l l l l l l l T.0 FINISHED FL. ♦ I I I IlI I f 1 I 111 1 1111;. . , 1III1IIIIIIIIi11 1 II 1 1 1 1 1 1 1 1 1 1 .I 1.1_1.1.1_1 1-.I • IIIIIIIIIIIIIIIIIIII i _ I - ELEV. 0,-0> ; 11 1111111111111I1111 11 IIII11111111111111 ii D FL o ELEV. 0 0' 02 WEST ELEVATION - EXISTING /a•=1'-o• _-- _ -- RO0FRIDGE ♦ -- ELEV. 30'-4 ... - - PERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 . -. f I L - --- .. 11111/11111I1I1 1 1 1 1111111111 - 11111 cn II 1 ' ' I HALL ADDITION i0 ,;■■iiia _ -11111111 .. .. ... 1111111111111 1111111111111 1111111111111111111111111111 . .t■■■■■■■■ME■■■EEE■■E■■■■■■■■E■■■\. IE■■■■■■M■■E■■■■■■■■■■■■E■■E■■■■■■i. AWIMMIllk -, a■E■■E■■■■■■■E■■E■■■■■EEM■■M■■EM■EMM■■■O\ _._. FINISHED CEILIN , — Ii■■■■■■■■■EEM■■■■■■■■■■E■■■EMU■M■■■■■■■■I ELEV. 19'-7 • [: - I. - i■ME■■■■■E■Eii■i■MMIIM IIMIMMO■■■EEO■■■■■■■EE. --■i■ 1 111111111111111111111111111111111111111111 1 11111111111111111111 1111111111 ,ELL : i OU 1■■■■■i■■■■■■■■■■■■■■ III ,. ■1 ■■■■■■M■■■■M■■■EE■■■I ■EI 1■■ 1i■■■i■E■E■■■■■■■EEE■ I■i -- I -- --- ' I.....: .M■1 ■■■■■■■■■■■EE■■■■■M■I ■■I i� ' I -- I : 111111 1 MIL 1 11111111111 111 , 11111111111111111 ] 111111111111111111111111111 111111111111111111111 111111111111111111111111 rn : ' 1 I' 'ILI 1r 1■■■■■■■■■■■■■■E■EE■■■■■M■■■ME■■■E■■■■■E■■■■M■■II : : i , : 11111111111 111111111111 I1II11IIIIII1111III11II .._. ... " - ELEV 14 6 2 ♦ — IllllllllllllIIIIIIll IIIIIIIIIIIIIIIIIIIIIIIIII - — —1 FINISHE FL; ■ • iEOEMi■E■iiiEEE■EEEaMMEMMI ELEV. 10 -0 : ■■■■MM■ii■E■■■Ei■■■■■■ FINISHED CSI __ _,.„.._...__. CEI NG O�EE■■■■E■■■■■E ■ • , - . - - .„ . ■■M ■■■■■MEE■■■E■■E■■■■■M■EEE■Ei _... ...... FINISHED EC . ELEV. 9 —0 r __ ■■■E■E■ii■EO■■EiEiE■■■■EE■E■■EiOMiE■EiO■■iM■■EE■■iOl -- ELEV. 10 —10 KINLIN RUTHERFORD ARCHITECTS, PLLC 1 -� FINLSHED N rr 1006 TEL:(212)695-2988 330 EST 38TH 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ELEV 9 —4 NEW WYORK,NEW YORK 10018E FAX:(775)582-1736 I IEEE■ r. MEM ,..■E■■■■I ■EEii■M■■E■iii■■iEEiil I■E■EEiI _ :1M■■■■■ 1■■■■M■■■■E■■E■■■■E■E■ IM■■■M■I E■■M■■I ■M■■■■M■M■■M■■■■■M■■MI I■■■M■■I o M. 1■■■■M■ 1■ME■■■■■■M■■■M■■IEEE■ I■■■■iEl r ■■■■E■1 ■E■■■■■■■■■■E■M■■EE■■1 I■■■■■■I ,.1..,. ■■ — ■■ 1 1■i■■■■ 1■■■■■■■■■■■E■ME■■■■■■ 1■■■■M■I Q � R En Iiii I■■■■M■ I I I I I I I I I I I I I I I I °�r %■■■■■■1 IIIIIIIIIIIIIIIIIIIII ; ..________ ■ — x Via, r%.-..,,- C> ■■■■Mil . l l III 1I 1 1 1 1 1 ... .: III El J .► .* �_ 11 1 I 1 1 1 1 1 I 1 1 1 I ■■ 1. •III \�� X81 \ �� _� IIIIIIIIIIIIIIIIIII III 111111111111111 , ._, —_ - T.0 FINISHEQ FL; ♦ __ I l 1 J I I 1 I I 1 I l l 1 1 1 I ■EM■■■M I I 1 I I 1 I I I I I _.. .., ■■ ■■ , p� _” ��. ELEV. 0 -0 IIIII ( l I I I J 1111111 IIIII ■Ei H I I I 1I'l 1 1 1 1 1 "",";". ' 111111111f1111 ■■EE �`� � N �ii T.0HE ELEV.ime 14 4� — EXTERIOR ELEVATION WEST w FULL SCALE z ci a WEST ELEVATION - PROP* ED A...204.01 _--_.-- ._ _ _.._.-__._.-04-.0 U N FI N I SH Eq F1_4 ----_ _._ _. --._ .--. .-- __ -_-__-.--- O '/4•=''-0' PROJECT: 245 ELEV. —8 —0 SHEET: N/A U w a C H U W H CONTINUOUS ROLL RIDGEVENT /.'` ae / / E is PLYWOOD HELD BACK 2Y2" .. , ' . , ., E— 1—Y4" X 20 GA STRAP a4 z 2X10 RAFTER z 2X12 RIDGEBEAM /__ z / 0 1-Y4" X 20 GA STRAP 0 NI (3) 1 3/4" X 11 7/8" LVL PURLINS / PLYWOOD WEB BRACE SIMPSON MIU211 HANGER o ° 13/4"X117/8" TJI ©16" O.C. BEYOND 5_...-,_ 2X10 RAFTER 1 4X4 POST M •..=__.. -� 1 • 1 ! II 1 07 ROOF PEAK (TYPICAL) R-38 BATT INSULLATION I I I 1-1/2• = 1'-0• 1I I1 1 1 3/4 PLYWOOD SHEATHING 1 j J am: i ' /#5 VERTICAL REBAR 06 A401 10" 24" 0.C. (TYP.) 3" FROM INT. FACE (TYP.) 10" FOUNDATION WALL //�� GAMBREL ROOF DETAIL (TYPICAL) WATER PROOFING MEMBRANE OA 1-1/2• = 1'-0• I I #5 REBAR r SLOPE TOP OF FOOTING `� � II 1 WITH MORTAR fir. 1 GRAVEL #5 FOOTING DOWEL EA. \,. 1 \� VERT° W/ 24" LAP \. .._. 1 1 ALTERNATE HOOKS \..."' 1 ‘\ �► i ',r 4" DRAIN PIPE 1 — -1 — — — � T.0 SUBFLOOR ‘i, I ELEV. +10'-7-1/2 I • I I I ''. R-38 BATT INSULLATION S ;' : \\ 3/4" 13/4©16� rPLYWOOD "0 I r , , '0 o SHEATHING 0 . ...►• PERMIT SET AMENDMENT 11.21.15 _I `, 0. EXISTING / \ I 2X62X10T RAFDTER 05 CONDITIONS PERMIT SET 08.21.15 J r A401 6" GRAVEL ! 1-Y4' X 20 GA STRAP �' jr 5 REBAR TYP. ALL 2X10 RAFTER ' ''% HALL ADDITION AROUND CONTINUOUS - /TYP./ X / 2' 0" 2X6 KICK PLATE / 1 X CEDAR TRIM O6 FOUNDATION DETAIL (TYPICAL) . .• r V 3 X 11�/ LVL RIM JOIST I '`� 1'7/;:Ir� 13/4"X117/8" TJI ©16" 0°C° - • CONTINUOUS VENT BEYOND 1 I 2X6 FRAMING 1��y R-19 BATT INSULATIONII11iui!� SIMPSON H6 -I��� T°0 SUBFLOOR 2X6 BOTTOM PLATEli I iii ilii iiiiii►iiiiiiiiiiii� " 5/8" GWB VERTICAL T&G CLADDING � A0. FINISHED FLOORING TO MATCH EXISTING CEDAR TRIM iiiiiiiiiiiiiiiiiiiiiii �G 3/4" SUBFLOORING AIR & VAPOR BARRIER 2X6 WINDOW HEADER / EXTERIOR GRADE PLYWOOD - �� Y2" INSULATION �% / R-38 BATT INSULATION ' �� ! WINDOW TRANSOM S GRADE I 13/4"X11%8' TJI ©16" O.C. i� BEYOND r KINLIN RUTHERFORD ARCHITECTS, PLLC (2) 3 " X 11 7/g" LVL RIMJOIST 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 03 WINDOW HEADER DETAIL (TYPICAL) WINDOW SILL f., "' EXISTING CONSTRUCTION 2 2X6 ®�w� / .; Op N 2X6 FRAMING Ilea �� �/ T.0 SUBFLOOR �'�� .4-ynk,�' e� s _,......, R-19 BATT INSULATIONJ.',;;,-,),,?,,,:,,,,,,,,,,,;:. : , 1 Ilk- EXTERIOR GRADE PLYWOOD �•���-' N AIR & VAPOR BARRIER H 5/8" GWB //// 4.1 LQ - `VERTICAL T&G CLADDING CONSTRUCTION DETAILS TO MATCH EXISTING cp w z I FULL SCALE WALL SECTION (TYPICAL) c7.5 F4 A WINDOW SILL DETAIL (TYPICAL) O 1 1/2• = 1'-0• 0 0 C NEW FLOORING JOIST TO EXISTING STRUCTURE 1- - 1•-,. -40 1 J 1-1/2• - 1'-0' PROJECT: 245 SHEET: N/A U .4 P. cn F—. - UW WINDOW SCHEDULE x . FIRST FLOOR Rough Opening Size Jamb Divided Exterior Window# Room # Rm Name Type Manufact. Product# Description Width Height Depth light Screen Hardware Cladding REMARKS 101 102 LIVING ROOM E MARVIN 2820,2020 BAY WINDOW 7'-10" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. 1 102 106 POWDER ROOM D MARVIN 4028 PUSH OUT PICTURE 2'-10 3/8" 2'-4 9/16" MATCH EXIST. 6 Y MATCH EXIST. MATCH EXIST. 103 101 SUN ROOM F MARVIN 2820 DOUBLE HUNG 8'-7 3/4" 4'-1 1/2" MATCH EXIST. 6 Y MATCH EXIST. MATCH EXIST. I r4 104 101 SUNROOM F MARVIN 2820 DOUBLE HUNG 8'-7 3/4" 4'-1 1/2" MATCH EXIST. 6 Y MATCH EXIST. MATCH EXIST. z z L Al L L L L L L L L L L L L L L L L L L L L L L L L L L L L L cn SECOND FLOOR Rough Opening Size Jamb Divided Exterior Window# Room # Rm Name Type Manufact. Product# Description Width Height Depth light ,Screen Hardware Cladding REMARKS I201 203 M.BEDROOM C MARVIN 2020 DOUBLE HUNG 2'-2 3/8" 4'-1 1/2" - MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 202 203 M.BEDROOM C MARVIN 2020 DOUBLE HUNG 2'-2 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 I207 203 M.BEDROOM C MARVIN 2020 DOUBLE HUNG 2'-2 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 208 203 M.BEDROOM C MARVIN 2020 DOUBLE HUNG 2'-2 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 I209 205 M.BATH A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 — 210 205 M.BATH A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 I211 I 205 M.BATH A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 212 205 M.BATH B MARVIN (2)2620 DOUBLE HUNG 5'-8 7/16" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 7 203 204 W.I.CLOSET A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 y MATCH EXIST. MATCH EXIST. NFRC 276 204 204 W.I.CLOSET D MARVIN 4028 PUSH OUT PICTURE 2'-10" 2'-4 9/16" MATCH EXIST. 6 Y MATCH EXIST. MATCH EXIST. NFRC 276 I205 204 W.I.CLOSET D MARVIN 4028 PUSH OUT PICTURE 2'-10" _ 2'-4 9/16" MATCH EXIST. 6 Y MATCH EXIST. MATCH EXIST. NFRC 276 206 204 W.I.CLOSET A MARVIN 2820 DOUBLE HUNG 2'-10 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 I213 202 OFFICE B MARVIN (2)2620 DOUBLE HUNG 5'-8 7/16" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 214 202 OFFICE B MARVIN (2)2620 DOUBLE HUNG 5'-8 7/16" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 I215 202 OFFICE C MARVIN 2020 DOUBLE HUNG 2'-2 3/8" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 216 201 GALLERY B MARVIN (2)2620 DOUBLE HUNG 5'-8 7/16" 4'-1 1/2" MATCH EXIST. 6 OVER 1 Y MATCH EXIST. MATCH EXIST. NFRC 276 NOTES: 1. CONTRACTOR TO VERIFY ROUGH OPENING DIMENSIONS WITH DIMENSIONS ON CONSTRUCTION PLAN. ALL NEW 02 WINDOW SCHEDULE WINDOWS TO MATCH EXISTING WINDOW DIMENSIONS AND CHARACTERISTICS,1 G [1] OH Il iR 1, 0 R.O. 2'-4 3/16" ,, . 1 R.O. 4' 1", . . 1 " „ V.I.F. R.O.V.R04 1 .F. L... R.O. 2'-10 1/4" mid V.I.F. 1 kul R.O. 7'-10" V.I.F. r I R.O. 8'-7 3/8" V.I.F. II" PERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 K 9 ) II 41 HALL ADDITION 1 #4028 #2620 & (2)#2020 102 (3) #2620 101 103 204 104 205 r - r 1 r _ - 7 ' r ' iDE DEIRiii' �I R.O. 4'-1„ R.O. 4'-1" III- R.O. 4,-1" V.I.F. V.I.F. V.I.F. KINLIN RUTHER1:4:14)C.:IT:Col, PLLC ■ 330 WEST 38TH STREET,SUL: )695-2988 I NEW YORK,NEW YORK 1001 X: )582-1736 [..... R.O. 2'-10" R.O. 5'-8 7/16" R.O. 2'-2 1/2"..d I'l V.I.F. V.I.F. ►� � 0 B 0 r i '''.'.'-- ,- ' 9 ' x #2820 (2) #2620 #2020 F NEV! '�� N 101 201 207 W 206 2 °03 2 208 WINDOW SCHEDULE N 7) w 209 213 w 210 21 4 a 211 21 501 TYPES 216 O 1 FULL SCALE z A-501.O1 0 PROJECT: 245 SHEET: N/A 1 U a HOLDOWNS INSTALLATION NOTES: BLOCKING BTWN, H /CRESCENT AVENUE - FISHERS ISLAND 1. ALL HOLDOWNS USE 7A" STUD MACHINE BOLTS (HDU8) AND STEEL NYLON LOCKING NUTS. RAFTERS H TABLE R301.2(1) 2. ALL ANCHOR BOLTS ARE 4" DIAMETER. Z CLIMACTIC AND GEOGRAPHIC DESIGN CRITERIA 3. FRAMING AT INSTALLATION LOCATIONS WILL BE DOUBLED AND NAILED 3" O.C. Ground Seismic SUBJECT TO DAMAGE FROM Winter Iceshield 4. MACHINE BOLTS MUST HAVE 3" OF BEARING IN VERTICAL MEMBERS. Snow Wind Speed Design Frost Line Design Underlay Flood 5. BOLT HOLES SHALL BE A MINIMUM OF Y32" TO A MAXIMUM OF N6" LARGER THAN THE Load (MPH) Category Weathering Depth Termite Decay Temp Required? Hazard BOLT DIAMETER (PER 1997 NDS, SECTION 8.1.2.1). �--4' w Moderate Slight to 6. STANDARD WASHERS ARE REQUIRED ON STUD BOLTS AGAINST WOOD. NO WASHER IS w 45 120 B Severe 36" to Heavy Moderate 11B Yes N/A REQUIRED ON LOAD TRANSFER PLATE OF HOLDOWN. H 7. HOLDOWN WILL BE LOCATED FLUSH WITH BOTTOM PLATE, EXCEPT WHERE TWO HOLDOWNS OCCUR. TOP OF WALL. 8. WHERE TWO HOLDOWNS ARE INSTALLED ON THE SAME MEMBER, ONE HOLDOWN WILL BE - - - _ _.. __�.__._._ 'IgIII�It Z INSTALLED FLUSH WITH BOTTOM PLATE AND ONE WILL BE STAGGERED VERTICALLY ABOVE z 06 DESIGN CRITERIA FIRST HOLDOWN. V 9. ANCHOR BOLT NUTS SHOULD BE FINGER-TIGHT PLUS Y3 TO Y2 TURN WITH A WRENCH, WITH o CONSIDERATION GIVEN TO POSSIBLE FUTURE WOOD SHRINKAGE. CARE SHOULD BE TAKEN O NOT TO OVER-TORQUE THE NUT. CODE ANALYSIS: 10. STUD BOLTS SHOULD BE SNUGLY TIGHTENED (1997 NDS, SECTION 8.1.2.4) USE/OCUPANCY: R3 (5 BEDROOM, SINGLE FAMILY) TOP WALL RIDGE: 29'-4 1/2" P CONN. TYPE OF CONSTRUCTION: TYPE 5 DESIGN CRITERIA: PRESCRIPTIVE TO ROOF FRAMING MATERIAL: DOUGLAS FIR #2 SHEATHING THIS BUILDING IS DESIGNED TO MEET ALL OF THE REQUIREMENTS OF THE BUILDING CODE OF THE STATE OF NEW 04 HOLDOWN INSTALLATION YORK. THE WOOD FRAMED STRUCTURE HAS BEEN DESIGNED TO THE SPECIFICATIONS SET FORTH IN THE WOOD FRAME CONSTRUCTION MANUAL (WFCM) HIGH WIND ADDITION FOR 120 MPH WIND SPEED CATEGORY. hi!, ,SMOKE ALARMS PROVIDED AS PER NFPA 72 - SECTION R 317.1. HOLDOWN LATERAL FRAMING AND SHEAR CONNECTIONS: POST & WALL SIMPSON HOURAMING D TIONS R THE ROOF Y RE BE MA IN DANCE WTHALL LTABRLEL3.1R OF TIHENW.F.C.M.RTHIISNNAIC ING SCHO DULE SHOWNABELOWL SA HATOSCHEDULDEE WITH ALLRVALUESFRAMING INCLUDED. Nibs 111 UPLIFT CONNECTIONS: i` =� � �- SIMPSON HIO OR H2.SA ALL ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION CONNECTIONS MEET OR EXCEED THE J� 0 REQUIREMENTS FROM TABLE 3.3B OR 3.3 IN THE W.F.C.M. �o '� I 011 I� 1. CONNECTORS SPECIFICATIONS EXCEED THE UPLIFT LOAD, LATERAL LOAD, AND SHEAR LOAD REQUIREMENTS SPECIFIED IN TABLE 3.3. I � �'���, + BLOCK FLOOR , 2. ANY CONNECTION, ROOF TO WALL, WALL TO WALL, AND WALL TO FOUNDATION, THAT IS NOT MADE WITH AN II ,� SPACE SOLID ,� HOLDOWN TO ENGINEERED CONNECTOR, MUST BE NAILED IN ACCORDANCE WITH THE NAIL SCHEDULE. � UNDER POSTS �,� POST BELOW RAFTER/TOP PLATE CONNECTORS: FOR FULL BRG. \ SIMPSON H10 OR H2.5A HURRICANE CLIPS SHALL BE PLACED AT ALL ROOF RAFTER TO TOP PLATE TO FDN. (TYP.) CONNECTIONS WITHIN 6 FT. OF ALL BUILDING CORNERS. H10 OR H2.5A CLIPS SHALL BE03 SIMPSON CONNECTORS INSTALLED AT ALL OTHER RAFTERS. ALTERNATE CONNECTORS SHALL HAVE 450 LB. UPLIFT CAPACITY No Scale Hurricane Tie and Holdown TOP WALL BOTTOM WALL F- AND 100 LB. LATERAL CAPACITY PARALLEL TO WALL. TYPICAL DETAIL P CONN. \ CONN. TO RIM •RIDGE STRAPS: �\ TO RIM RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING RAFTERS. RIDGE STRAP CONNECTIONS MEET THE REQUIREMENTS GIVEN IN TABLE 3.4 OF THE W.F.C.M. T.O. SECOND FLOOR S.F. OVERTURNING RESISTANCE: AIllllllllu"VIII/SHEARWALL HOLDOWN ANCHORS SHALL BE PLACED AT BUILDING CORNERS OR ADJACENT TO WINDOW OR DOOR OPENINGS. NAILING SCHEDULE. (FROM WFCM) ILA MINIMUM OF A DOUBLE 2x STUD SHALL BE PLACED AT ALL ANCHOR LOCATIONS UNLESS OTHERWISE NOTED. SPECIFIC HARDWARE IS SHOWN IN DRAWINGS A601/01 AND A602/01. �` . , HOLDOWN STRAPS BETWEEN WOOD POSTS SHALL BE INSTALLED ACROSS FLOOR FRAMING WITH HALF OF SPECIFIED ►c FASTENERS TO EACH POST. JOINT DESCRIPTION NUMBER-TYPE OF NAILS NAIL SPACING `�� CONT. RIM BUILT-UP POST PLIES SHALL BE FASTENED TOGETHER W/ (2) ROWS OF 16D COMMON NAILS © 6" O.C. MIN. U.O.N. / BOARD INSTALL CONCRETE ANCHOR BOLTS W/ 2" EDGE & 5" END DISTANCE MINIMUM FROM CONCRETE FACE U.O.N. ) RAFTER HURRICANE CLIP,FASTEN PROVIDE HEAVY WASHER & TWO NUTS AT EMBEDDED END OF THREADED ROD ANCHOR BOLTS. EMBEDMENT LENGTH SHALL RAFTER TO TOP PLATE (TOE-NIALED) 6-8d PER RAFTER I THRU EXT. SHEATHING TO WALL P BE MEASURED FROM TOP' OF FDN. WALL OR FOOTING TO WASHER. EXTEND ANCHOR BOLTS THRU FLOOR FRAMING SPACE FLOOR 'i WITH COUPLER NUT AND THREADED ROD AS REQUIRED. CEILING JOIST TO TOP PLATE (TOE-NIALED) 6-8d PER JOIST FRAMING PERMIT SET AMENDMENT 11.21.15 ' SHEATHING EDGE ROOF SHEATHING: NAILS M WALL PERMIT SET 08.21.15 IN THE 4' PERIMETER EDGE ZONE OF ALL ROOF AREAS, 8D COMMON NAILS WILL BE SPACED 6" O.C. AT PANEL CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 8-16d EACH LAP ,e-__J R'S (PP.) EDGES AND 12" AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD. IN THE INTERIOR ZONES, 8D COMMON NAILS i" SHALL BE SPACED IN THE SAME MANNER: 6" SPACING AT PANEL EDGES AND 12" SPACING AT INTERMEDIATE CEILING JOIST LAPS OVER PARTITIONS (FACE-NAILED) 8-16d EACH LAP / SUPPORTS. THESE PATTERNS MEET THE REQUIREMENTS OF THE 120 MILE PER HOUR WIND SPEEDS ON TABLE 3.8 OF THE W.F.C.M. COLLAR TIE TO RAFTER (FACE-NAILED) 8-8d PER TIE I SHEATHING HALL ADDITION WALL SHEATHING: ; I SHEATHING SHALL CONFORM TO APA DOC PS2 GRADING CRITERIA. EXTERIOR PLYWOOD SHALL BE EXTERIOR GRADE BLOCKING TO RAFTER (TOE-NAILED) 3-8d EACHEND EXPOSURE 1. 10d SHEATHING NAILS SHALL BE COMMONS OR GALVANIZED BOX AND " LONG MIN. WALL SHEATHING ATTACHMENT FOR ALL EXTERIOR WALLS AND ALL INTERIOR SHEER WALLS SHALL BE 4" O.C. AT RIM JOIST TO RAFTER (END-NAILED) 3-16d EACH END PANEL EDGES AND 8" O.C. AT INTERMEDIATE SUPPORTS IN THE PANEL. j� SHEATHING PANELS SHALL BE APPLIED HORIZONTALLY WITH BLOCKED PANEL EDGES UNLESS VERTICAL SHEATHING TOP PLATE TO TOP PLATE (FACE-NAILED) 3-16d PER FOOT /I PANELS CAN BE APPLIED IN ONE PIECE BETWEEN TOP AND BOTTOM WALL PLATES. / PANEL EDGE BLOCKING SHALL BE ONE PIECE WITH MINIMUM THICKNESS INSTALLED TO JOIN PANEL EDGES. TOP PLATES AT INTERSECTION (FACE-NAILED) 6-16d JOISTS - EACH SIDE EXISTING CONDITIONS HORIZONTAL BLOCK DIMENSION SHALL MATCH WALL THICKNESS. SHEARWALL SHEATHING REQUIREMENTS SHALL EXTEND TO EAVE. STUD TO STUD (FACE-NAILED) 3-16d 24" O.C. 'I FLOOR JOIST BRIDGING: BRIDGING SHALL BE INSTALLED IN ALL FLOOR FRAMING SYSTEMS BETWEEN JOISTS AT 6 FOOT INTERVALS. HEADER TO HEADER (FACE-NAILED) 2-16d 16" O.C. ALONG EDGES ' I FLOOR DIAPHRAGM BRACING: BLOCKING AND CONNECTIONS SHALL BE PROVIDED, AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING TOP OR BOTTOM PLATE TO STUD (END-NAILED) 3-16d PER 2 X 4 STUD - MEMBERS IN THE FIRST TWO BAYS OF FRAMING, AND SHALL BE SPACED AT A MAXIMUM OF 4' O.C.. 5-16d PER 2 X 6 STUD WOOD STUDS: ALL WOOD FRAMING 15 DOUGLAS FIR #2. EXTERIOR WALLS ARE 2X6 FRAMED WALLS WITH 3/4" INCH PLYWOOD. 6-16d PER 2 X 8 STUD INTERIOR WALLS, UNLESS NOTED OTHERWISE ARE FRAMED WITH 2X4S. AT ALL CORNERS, A MINIMUM OF THREE %I STUDS SHALL BE USED IN ALL WALLS. BOTTOM PLATE TO FLOOR, BAND, END, RIM JOIST OR 3-16d (1,2) PER FOOT / BLOCKING (FACE-NAILED) I TOP PLATES: ''' / I KINLIN RUTHERFURD ARCHITECTS, PLLC DOUBLE TOP PLATES SHALL BE PROVIDED AT THE TOP OF ALL INTERIOR AND EXTERIOR LOAD BEARING WALLS. JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 6-8d PER JOIST / I THE DOUBLE PLATES SHALL OVERLAP AT CORNERS AND AT INTERSECTIONS WITH OTHER EXTERIOR OR INTERIOR 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 LOAD BEARING WALLS. BRIDGING TO JOIST (TOE-NAILED) 3-8d EACH END }. 1 BLOCKING TO JOIST (TOE-NAILED) 3-8d EACH END L T.O. FIRST FLOOR S.F. �Iiuml�ll _____, GENERAL NOTES: _ _-N^_ - - - _ _._ __ __._ _-�_.... _��__ _ �IIiIIIIII / _;II ELEV. +0 -0 (26 ) •• 5" 48" BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 5-16d EACH BLOCK / j 1. SILL ANCHOR BOLTS SHALL BE DIA. L BOLTS WITH CONCRETE EMBEDMENT, PLACED AT O.C. j��rtED Ar,,'-L;,," MAXIMUM UNLESS OTHERWISE NOTED AND NO MORE THAN 12" FROM THE ENDS OF WALLS AND SILL PLATES. 12" DIMENSION FOR END SILL ANCHOR BOLTS CAN BE MEASURED FROM SHEAR WALL HOLDOWN ANCHORS. LEDGER STRIP TO BEAM (FACE-NAILED) 5-16d EACH JOIST /,'7 - �G'��e r •O" '��a `y� `' 2. SILL ANCHOR BOLTS SHALL BE CENTERED ON SILL PLATE AND SHALL BE INSTALLED W/ 2" CONCRETE COVER MIN. JOIST ON LEDGER TO BEAM (TOE-NAILED) 5-8d PER JOIST ji F /.. ALL CONNECTIONS SPECIFIED ARE MANUFACTURED BY SIMPSON STRONG-TIE AND SHALL BE INSTALLED 1iI ``"' ».: ��x IN STRICT ACCORDANCE WITH THE MANUFACTURERS WRITTEN SPECIFICATIONS. N.N RIM JOIST TO JOIST (TOE-NAILED) 5-16d PER JOIST , :')0 •'''' .� w 4. INSTALL VERTICAL BLOCKING TIGHT BETWEEN RAFTERS AT SUPPORTING WALLS FOR STABILITY �' pF ,� `l N AND SHEAR TRANSFER. TOE NAIL TO WALL TOP PLATE WITH 3 x 0.131 FRAMING NAILS IP 3" O.C. RIM JOIST TO SILL OR TOP PLATE (TOE-NAILED) 3-16d (1) PER FOOT CODE ANA Y'L''i- MAX. WITH (3) NAIILS MINIMUM EACH BLOCK. S x 5. DOUBLE WALL PLATE PLY JOINTS SHALL BE LAPPED 24" AND NAILED TOGETHER WITH TWO ROWS NOTE: FOR ALL FRAMING CONNECTIONS WHERE A NAILING SPECIFICATION IS NOT GIVEN ON AN ENGINEERING DRAWING c) OF 16D COMMON NAILS © 3" O.C. MAX. II z . DIMENSIONAL LUMBER SHALL BE SPF NO. 2 OR BETTER, UNLESS OTHERWISE NOTED. I FULL SCALE c7 7. FOOTING AND FOUNDATION WALL CONCRETE SHALL ACHIEVE 3000 PSI 28 DAY COMPRESSIVE STRENGTH A-60 1.■0 1. AND SHALL HAVE 6% AIR ENTRAINMENT WHERE EXPOSED TO WEATHER. PROJECT: 245 05 CODE ANALYSIS 02 NAILING SCHEDULE 01 /4 PIC AL SHEARWALL SECTION SHEET: N/A II U P., •203 ELECTRICAL LEGEND VD wH U H _ 1 �4L FO WALL MOUNTED LIGHT FIXTURE c RECESSED LIGHT FIXTURE 0 WATERPROOF RECESSED LIGHT FIXTURE Qrze ti C_ SURFACE MOUNTED LIGHT FIXTURE w " UNDER CABINET STRIP LIGHT INTERCOM Z 1 $ SWITCH Z _ BEDROOM $D DIMMER SWITCH C,1106 $3 3—WAY SWITCH /i EXISTING cal ' BEDROOM C- ` $30 3—WAY DIMMER SWITCH / , iET.) ' 104 SDOoR DOOR OPERATED SWITCH EXISTING I - #D DUPLEX RECEPTACLE ti (0 OWP. WATERPROOF DUPLEX RECEPTACLE o0 I BATH77-- J ` SWITCHED DUPLEX RECEPTACLE / OUTLET, ONE SIDE ONLY L. 105 CL _ �J 0G.F.I. GROUNDED FAULT RECEPTACLE OUTLET EXISTING BATH QUADRUPLEX RECEPTACLE 108 iCE FLOOR RECEPTACLE 01 b TELEPHONE/DATA 01 •204 �J _ s ——— •20 Q TELEVISION 1 ia9 EXHAUST FAN • J O THERMOSTAT LIVING ROOM KITCHEN ----- 102 0 —___— ® SMOKE/CARBON MONOXIDE DETECTOR EXISTING O O = El DOORBELL (� —__—— HE FIXTURE FITTED WITH A 103 I HIGH—EFFICACY LAMP — I EXISTING 1 BEDROOM r----- 107 j ---- EXISTING I / / II LJL_J `8 / r 100 f5 PROPOSE2 / .00R .ollIll‘hhk ? _ / L, PERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 .. - ) A\ NV r HALL ADDITION \-----/ / 101 _OPOS D l e , / \* 108 (i / PROPOSED � )/' 109 (N' / 1 PROPOSE L _J • 1 . ) is 1 KINLIN RUTHERFORD ARCHITECTS, PLLC ) . 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 r o 1 --\ j, 5 ���ii�aiiiiii�iiiiii� ii� viii/ ,, M OF NEWp X N fV N 'PROPOSED' ELECTRICAL PLAN W 1ST FLOOR W x CA 01 FULL SCALE z ••201 01 1ST FLOOR PLAN 6 1/(=1'-O E-101.01 o PROJECT: 245 SHEET: N/A 1 U 01 •2ir 03 ELECTRICAL LEGEND P.U W H FO WALL MOUNTED LIGHT FIXTURE x 0 RECESSED LIGHT FIXTURE // / / / /_.4k - ir OO WATERPROOF RECESSED LIGHT FIXTURE rs \ S. L� 2- i.,; 111 Irze llc SURFACE MOUNTED LIGHT FIXTURE I I% UNDER CABINET STRIP LIGHT Z \ / rx / I INTERCOM ZL S SWITCH oi - T// 41 T 205 O $D DIMMER SWITCH,I OSED GFI S3 3-WAY SWITCH $3D 3-WAY DIMMER SWITCH 7-,, 11 i/ /- _-.L_ ,y,,,,,/////, ,�/„�/�,,,-///// S�oR DOOR OPERATED SWITCH / k� Ai ....r- 4 i f�•�■s i N. 1D j`'y '�` I `; .II1I. WATERPROOF DUPLEX RECEPTACLE % _ I _ IV j ,,, frArArArAr i1- - �, / / OUTLET, ONE SIDE ONLY — RECEPTACLE � I 111w IIID 111 ” =@"c.F.I. GROUNDED FAULT RECEPTACLE OUTLET .4( R . cn Ilk lic .— -0 / ® 4t QUADRUFLEX RECEPTACLE -- -- 4.11114'3 111 . ;pE FLOOR RECEPTACLE I TELEPHONE/DATA 0 1 p s•0'ate`, t ® TELEVISION / I 1 o , o I s ; 0 EXHAUST FAN % %iiyiii�iiti � O THERMOSTAT (� SMOKE/CARBON MONOXIDE DETECTOR •20,01 � r IE----{ 0 202 2\41,s\- rO r I� 11 � IPROPOSEDI -- 01 DOORBELL II IPROEDI PROPOSE] %,� + J I--- I • •20 HE HIGH-EFFICACYTRFITTED TDLWITH A 4______ % REF PROP201' IL 1'/ —-I % I J@ I� .FI ; IF — I1 I 71 L-- s= = II-- —� c ,> III — DI I1- ——-I - 11 `/ j - -Y/1 /f 11P 4 or ._ I 1 ! I I, cl I b _ HJ __- }---,– - , - -r !-- ' I I I I � 11. 1 ' i 1 I ! I I i ' — ! I I ' I Q 1 [-----1 1 ' 0 _ 11 - - L-1, : . H I 11 ! 1 ; 1 . ! ! 1 i11111111111 i lli 1 I h -- I � I I '' I ❑ !rI 1 A - ' .... - • 1 I 1 ' ' I ' 1 ' 1 • I ! I PERMIT SET AMENDMENT 11.21.15 ._J._ 1. :.. I I_.._i_.—_l. . _+_I_-J.T- _ 1 ,—_- ! 1 ! 1 i ', I E 'l i i ! ' ' I ❑ ! 1 III I I 1 _ 11 I PERMIT SET 08.21.15 1 I i. I - 1 I i ! ! I I i I i I I � ; ! ! i 1 1 p : , I 1I l „ ' I 1 1 1 1 1 1' ;1 1 111 I J III , T fl -..,. .,..'. ! I-r-.i-,_i_.,. J - __. _1 I_....._ I I I I ! 1 I 1 I 1 1 i , I i ! ! 1 �., i i ' I iif ' F ..,-. .I.1..l_ -T..?._J_l._,=_.--__ I _f�-_. .___ I '11 I 1 i 1 1 ' i �, i I I J I 1 1 I HALL ADDITION i - 1 ' I 1 ~ ! 1L -1 1 '-I 1......H r _- I” 4{ - ( I 1 ! I ! I 1 1 ( I I ! i ! i ! ! I 1 { ( ! { Ii I ( iI II ❑ l X ! , II I- h Hit I _ 1 i i 1311 13 ; 1 I III 'L 11 ' 111 111111 111111I1P , I----I..- t._-, ..-- _! ---I F. --__ t .-�—,_ 1 ! I i 3 ! 1 11 1 3-41 I 1 i H-;i i .. _ti 1 ! WWII 1 , i 1 • I � • ,-._ i i 1 1 I i ( C7 f I i 1 , I , . ! I i I R 1 , , 11 ! 1. 11 , i i — � 1 _-- r _ ; KINLIN RUTHERFORD ARCHITECTS, PLLC -- -' I---' ' -'---- - -'J --- i----� -_ _ ! _ --a—._. r r ; - ` 1006 W- H TEL' 212 695 2988 FAX.(775)582-1736 —, NEW WESTORK NEW YORK 0011T8E 1 t- . 3 j C 1. ' i-p - i__F--- F. r `L` : I F �. r � i. I� I. ,, a i- - , r L. 1 I : I - • • • r� • \''' •k-ii r-- 1- i i �I : — , .--d \,,,,, eq L:1 cn 01 N ELECTRICAL PLAN •201 E W 2ND FLOOR v, 15 FULL SCALE 0 1 2ND FLOOR PLAN E-10 2 .0 1 PROJECT: 245 SHEET: N/A U E~ U PLUMBING NOTES 1 . DO NOT SCALE FROM RISER DIAGRAMS. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE BUILDING CODE OF THE TOWN OF SOUTHOLD AND RS-16. 3. OBTAIN AND PAY FOR ALL PERMITS, CERTIFICATES, ETC. REQUIRED. N 4. VERIFY FIELD CONDITIONS AND LOCAL CODES BEFORE SUBMITTING BID. 5. DELIVER CERTIFICATES OF FINAL INSPECTION TO OWNER BEFORE APPLYING FOR FINAL PAYMENT. 5. PITCH HORIZONTAL DRAINAGE PIPING 3" DIAMETER AND LESS 1/4" PER FOOT MINIMUM; OVER 3" DIA. PITCH 1/8" PER FOOT MINIMUM. 7. SPACING BETWEEN CLEAN-OUTS SHALL NOT EXCEED 50'-0". 8. GUARANTEE ALL WORK FOR A PERIOD OF 1 (ONE) YEAR FROM DATE OF FINAL ACCEPTANCE. 9, ALL HOT AND COLD WATER LINES TO HAVE SHUTOFF VALVES. 10. ALL HARD PIPED FIXTURES AND APPLIANCES WILL HAVE BACK FLOW PREVENTION DEVICES 11 . ALL NEW WASTE LINES TO RUN TO EXISTING SEPTIC TANK 1 L\ PERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 HALL ADDITION tt2 T.O. RIDGE J[ V.T.R I- ---� - __ __ 11/7 11/2" I 2"r___ 11/2'7 _r- ---- 1 11/2"r- 112" (2) NEW LAVATORY I I 1112"1 NEW TOILETI i NEW WASHER NEW SHOWER I I \\\<N‘4471 NEW TUB o 0tir BATH - 0 L? SECOND FLOOR F.F. 205 1 1 11 KINLIN RUTHERFURD ARCHITECTS, PLLC 12" U2" / 4" 11/2" 11/2" 2" 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 T fir► -� NEW LAVATORY 1112"1 <4. J' °�"`C� NEW TOILET `` `: , Sik"1,` N FIRST FLOOR F.F. 4" 11/2' PLUMBING RISER DIAGRAM DIAGRAM z (5-1 701§1 141 -I§ FULL SCALE P-101.01 PROJECT: 245 SHEET: N/A U • L1. 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HALL ADDITION CRAWL SPACE •a 1 M X NEW FOOTING BELOW I — e 'j In .° O e N 4 e X X 4 a d e ° I— d — — — e • t - e a .71 X �—X \ �— i� — — — — ,„..i ( "' e d I— } — 5-0/2" . / I 5,-6" / / / ° KINLIN RUTHERFURD ARCHITECTS, PLLC • • I 330 WEST 3811-ISTREET,SUITE 1006 TEL:(212)695-2988 • I NEW YORK,NEW YORK 10018 FAX:(775)582-1736 LEGEND x e I �, 4p A`RCI//T� a .� — — FOOTING so I t , a":"44:23: °I AT • � M FOUNDATION WALL I L a° D�N aea •ae N d d e e 4 s ( a; d a a 4 , 1 N = _I FOUNDATION PLAN v, F. X INDICATES LOCATION OF COLUMN W / 25-0" Q FULL SCALE v 35-4/2" O1 FOUNDATION Oc DA I PLAN INDICATES EXISTING TO REMAIN -/ s-ioo .oi o PROJECT: 245 SHEET: N/A U a a a v) H U W H U Pe Q Q FC ., Pe W Z 1 H Z �_ '4— 1 4 4 a z M O N V K'----.-. 6"X6" POST (----- . \ 4 TIE NEW FRAMING INTO _____.�� �� EXISTING STRUCTURE I 0 \,,.,,___ -.... L . NII IP' (2)3i"X114" LVL RIM JOIST J o I I 1_, - - 7 _ . , , W D 0 UP I tI APERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 x 13/4'X11 /8" TJI 13/4"X11 /8" TJI I13iX11?. " TJI HALL ADDITION n1= -- 1.....„411114 --..... 111.111 \ 34"X 1 17/8" LVL ,„IIIIII r� RIM JOIST 13/4"X11 7/a" TJI 1I 3/4"X11�/a3" TJI I1,ell 111.111111 16" O.C. 1.6" O.C. 13/4"X117/8" TJI /4'X117/8" TJI 16" 0.0 16" O.C. KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 1 9< -�-+- -' . 13/4'X11 /8" TJI 113% X11�!8„ TJI C: .. .0:1P,.!1/?0,<,,.� `fi � Jam; (.). /•. t . ,;,.. .,;,,,4.4 * 16" O.C. 1S" O.C. <, N �NE� N FRAMING PLAN N H 1ST FLOOR W W a z 01 1ST FLOOR FRAMING PLAN FULL SCALE -.5 I I 1/4*=1-0� s—b 1■O 1 I PROJECT: 245 SHEET: N/A U P. H U H U Q P H a z - 0 N o 6"X6" POST 2X10 RIM JOIST 7.4.17,andd I EXSTINGIB_ •2"X6" JOIST 16" O.C. ���� (2)3 „X 1 1'/8” LVL --------„) m — I "' _ _ , )4 "' RIM JOIST e o , I EXISTING 1 _ RIIM3 JOIST" LVL krilr-- . Oil ,I \111 ,d■ iL. 1 . o ... ,, ,,,V 105 I _t . _ , \ EXISTING I ��� 4 . NE / inR_ _ I EXISTIN AL rib"- o________I, I 102 13/4"X11': TJI U 0 13/4"X11'/8' TJI I EXISTING 1 sh 16" 0. O / 16" O.C. : I v \ 103 \ I EXIST', I I . \ 11071 EXISTING I . ,. Ilv 0 . 6 ,L, 1 ,, E IDI F e PERMIT SET AMENDMENT 11.21.15 Z\ yu I� �, PERMIT SET 08.21.15 —ifs - q ovo P•, 11 fs �� �; q II ,f4 PROPOSED r V 11 14 13/4"X11'/8" TJI31�4'X1L ' TJI 1�/4"X11'/8' TJI TJI '1 HALL ADDITION Pm 11 I (2) 3i"X117/" LVL 11101119'- RIM JOIST ill i of 1C1 ^:/,\ 0 ''OPI/ED 13/4"X11' " 1 /4"X11'/a" TJIf. L pr, rt ,,,„,,,, • !, 108 ' /I/ ;�� IPROPOSEDI 109 `lIl PROPOSED liy ,;-, n ffff;,XSfSSSssSS,'sf<m fsf.<>sfffSS3,'s mss/ 1- i -00 ; A R KINLIN RUTHERFORD ARCHITECTS, PLLC • 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 �_f�/ .N 1 /4"X11 /a' TJI 1 /4"X11 /a' TJI `,," /�. t, 11 16" 0.C. 16" 0.C. h/� .a nL � �yT� a� �U� Ns ',,i e OF N�� '1 /y N f£'1���rr�� V , I.; 4 4 � . 44 ,-,I ', FRAMING PLAN c-iD1 W 2ND FLOOR W z 01 2ND FLOOR FRAMING PLAN FULL SCALE 11/(=r-0• S-102 .O1 o PROJECT: 245 IPROPOSEDI SHEET: N/A I ' U ,_ w A., H U w H U rzG Q w W aI (2)34"X11743" z ) it It i `�V� t>s illil , "s ti i RIM JOISTLVL z ] I / - M . N 111 7 O _ I _ AI - - (2)3 "X1 1/s" LVL I' / RIM JOIST IiLIi ,11134)„,, I JI <' ..111 16" O.C. • L — 205 — /OSED VIII I6"X6" POST 7 I� Imo_ �\\� ,� 14 / , All ibly II • . _ __Al _l_ TrIP - - L lir -Nu I U �■I�1� CD 111=1 --`� coOLJ oO r 1 i 1:. .c0 g —IN ..T. 2"X12" RIDGE rl won lik 1 N 1 II I / 00 / (.0Uc0 U f O O 11 X , `. i\ i\ M--- ig L_ _ I 1 I---1-_-_-_-_F <I 1.. 0- iii III I 4. . . -I--- — — 111 — 1 I , — — �-- 1 A PERMIT SET AMENDMENT 11.21.15 ■ IlllllllH HIIllllli' 11111111111III 11111111111111 (2)34"X117/s" LVL �� ■ PERMIT SET 08.21.15 RIM JOIST III 11 — _____ — ■I ❑IIII ❑ _ 11111111 I I I I — ■i ill III1II11IIIIIIIIIII111111 II II 11111II11111111 9' III 1 I It I I 11 I 1 I1 1111 I I •• 1 9' HALL ADDITION 1111111111111111 ■I 9' 11111111111111111111111111I111111 1111 �! IIIIIIIII I II ► 11111 1 1 1111111111 IIIIIIIIIII IT IIIIIIIIIIIII11111 0 III 11 1 I I I I f 1 I 1 I _- T IIIIIIIIIIIIIl11 1 1 1 _ III IIIillllillllllllll I ( IIIIIIIII IIIIIIIII 9' • 11 III 91III T III IIIIIIIIIIIIIIIIIIII IIIIIIIIIII IIIII 111 - - �P _ I — — 11111111II 1111111111I11111IIIII 111111111 I [p - - Ili — III IIIII 111111III IIII 1111111111111111111111 111113 — _ IIIIIIII IIII � II11 III I III � IIIIi � I ❑ P ❑ ❑ ❑ ❑ ° o _ 9 — KINLIN RUTHERFURD ARCHITECTS, PLLC — 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 _ — G, �FtED ARc ^ A V'\ �h - OF NEW y0 F-1 — — N _ FRAMING PLAN w — N _ W _ ROOF z ROOF FRAMING PLAN FULL SCALE 01 ,,4• S-103 .O1 0 PROJECT: 245 A201 SHEET: N/A U H a. DEMOLITION LEGEND U W H EXISTING WALLS x _ _ _ _ _I TO BE DEMOLISHED z EXISTING WALLS REMAIN TO MEDIA ROOM BEDROOM lEXISTINGI GENERAL NOTES: 2. ARLMOEXISTINGTSMOKE &SC RI BOONWMONOX DOER D TECTORSNARE TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. I \ 0'96' `/` LAUNDRY - ROOM 4 EXI S11 N G I BATH �EXISTINGI "� ' 0 1 PERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 HALL ADDITION KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX.(775)582-1736 Lo M '9T x2941 ,OP OF N . N W DEMOLITION PLAN N H BASEMENT FULL SCALE 01 BASEMENT PLAN 1,4 A-030.01 PROJECT: 245 SHEET: N/A U W . ,' DEMOLITION LEGEND a v) H U W xf U JTING TO ISREMAIN WALLS 2 CL EXISTING WALLS w I- — — — — TO BE DEMOLISHED x H T--* �-+ -r--+ EXISTING FLOOR SLAB y-► z REMOVE WINDOWS AND 1 + + + + + + + + + E + + TO BE DEMOLISHED z RE-FRAME TO INSTALL A NEW BAY WINDOW- - BEDROOM c., MATCH EXISTING STYLE IEx TING] r, 0 N O BEDROOM CL - _= = IGl ---0 - GENERAL NOTES: (23 L 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. _ (73 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE • BATH 0 TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. CL - �-....., BATH ]EXISTING] 1 ------) ZY%A T111 I ( I IJ 1 a • I LIVING ROOM IEXI TIPS O O — — _' KITCHEN — — —� [EXISTING] I -- G] , — — 1 • — —' BEDROOM [EXISTING] ‘1 I 7 REMOVE EXISTING CHIMNEY, = 1-- — — - --F-1 I FIRE BOX AND HEARTH I� _ ik ___ - ,M _ --F ---- I _ li\V hum= ..... IMPPIW 0 - _ _ FINIMMINi�WW IREMOVE STAIR, SECTION OF FLOOR 1 AND MODIFY EXISTING FRAMING AS NEEDED TO ACCOMMODATE NEW STAIR REPLACE RANGE SUNROOM RELOCATE SINK fGl PERMIT SET AMENDMENT 11.21.15 III II ,11 REMOVE EXISTING CHIMNEY PERMIT SET 08.21.15 j�l ++-3 I II \ II �- I HALL ADDITION �L 1I 1� �1 I= _ 0 KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL:(212)695-2988 NEW YORK,NEW YORK 10018 FAX:(775)582-1736 ,,sE ED A,,9 - N'svr tr _ tr. x OF NEW y0 N WDEMOLITION PLAN N W 1ST FLOOR W z 1 1ST FLOOR PLAN FULL SCALE o ,,,"_,'-0' A-03 1 CJ 0 PROJECT: 245 SHEET: N/A U DEMOLITION LEGEND H U H I I EXISTING WALLS / — — — — TO BE DEMOLISHED \ / r EXISTING WALLS REMAIN TO X / z N / z \ / \ / M \ / o \ / GENERAL NOTES: 1. REMOVE EXISTING WALLS, WINDOWS & DOORS AS SHOWN. � \ / / 2. ALL EXISTING SMOKE & CARBON MONOXIDE DETECTORS ARE X / TO REMAIN. EXISTING LOCATION TO BE VERIFIED IN FIELD. N N >-- N / \ / \ / \ N N N N N N REMOVE FINISHED CEILING, / \ FRAMING AND ROOF PERMIT SET AMENDMENT 11.21.15 PERMIT SET 08.21.15 HALL ADDITION L_ _J KINLIN RUTHERFURD ARCHITECTS, PLLC 330 WEST 38TH STREET,SUITE 1006 TEL (212)695-2988 NEW YORK,NEW YORK 10018 FAX (775)582-1736 -GIS TE�,� Y - x r- -1 u • W VS EI en 6v Y0k:1\C,,rY, N W DEMOLITION PLAN c w ROOF v, FULL SCALE 01 ROOF PLAN ,,4•_,_or A-032 .01 0 PROJECT: 245 SHEET: N/A I !