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HomeMy WebLinkAbout30810-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31706 Date: 07/27/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 800 WEST CREEK AVE CUTCHOGUE (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 103 Block 13 Lot 6 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated NOVEMBER 12, 2004 pursuant to which Building Permit No. 30810-Z dated NOVEMBER 30, 2004 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE, COVERED FRONT PORCH, REAR WRAP AROUND PORCH AS APPLIED FOR. The certificate is issued to ROBERT R & KATHLEEN LAWRENCE (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-04-0050 06/26/06 ELECTRICAL CERTIFICATE NO. 2043249 05/08/06 PLUMBERS CERTIFICATION DATED 06/06/06 PECONIC PLUMBING & HEAT. Authorized Signature Rev. 1/81 Form No.6 ' TOWN OF SOUTIIOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANC JUL 5 / This application must be filled in by typewriter or ink and submitted to the Building Department with the folio-wing� A. For new building or new use: _ I 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form), 3. Approval of electrical installation from Board of Fire Underwriters, 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$25.00, Additions to dwelling $25.00, Alterations to dwelling$25.00, Swimming pool $25.00, Accessory building$25.00, Additions to accessory building $25.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial$15.00 Date. �tt�T S 1�nh b New Construction: 4/ Old or Pre-existing Building: _ (check one) Location of Property: 20Q 4JC5y 6?b� 6k House No. Street Hamlet Owner or Owners of Property: 49MT- ;, 1C.dt5 k),;FW Suffolk County Tax Map No 1000, Section_ Z7 3 Block_ Lot (o Subdivision Filed Map. Lot: PermitNo. 2>(:)9 IQ) Date of Permit. Applicant: Health Dept, Approval: S Undetwritprs Approval: Yr 9 Planning Board Approval: tiP Request for: Temporary Certificate Final Certificate: !/ (ch one) Fee Submitted: $ 2�, Applicant Signa e Co 4 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 30810 Z Date NOVEMBER 30 , 2004 Permission is hereby granted to : ROBERT R LAWRENCE 465 EASTWOOD DRIVE CUTCHOGUE,NY 11935 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED TWO CAR GARAGE COVERED FRONT PORCH, REAR WRAP AROUND PORCH PER TRUSTEES AS APPLIED FOR at premises located at 800 WEST CREEK AVE CUTCHOGUE County Tax Map No. 473889 Section 103 Block 0013 Lot No. 006 pursuant to application dated NOVEMBER 12 , 2004 and approved by the Building Inspector to expire on MAY 30, 2006 . Fee $ 1 , 577 . 70 Authorized Signature ORIGINAL Rev. 5/8/02 Wo �.r�ffl3I l�Irr�ss�rnsrr�ns�rsrnrn�sr�r���n�n�l�I�r n�n�l�n�n�l�n�n�s��nr��n�n�ns�n�nr�rrrr�nrs�ls��ss o 5 3 I IU BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY S5 40 FULTON STREET — NEW YORK, NY 10038 5 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 ROSLAK ELECTRIC ROBERT LAWRENCE 5 5 P.O. BOX 164 800 W. CREEK RD 5 5 CUTCHOGUE, NY 11935-2453, CUTCHOGUE, NY 11935 5 S5 r5 5 Located at 800 W. CREEK RD CUTCHOGUE, NY 11935 5 55 5 Application Number: 2043249 Certificate Number: 2043249 5 �5 Section: Block: Lot: Building Permit: BDC: ri C5 c� Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 5 Basement,First Floor, Second Floor,Attached Garage, Outside, 5 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 f5' herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 authority having jurisdiction, and found to be in compliance therewith on the 8th Day of May,2006. 5 5 Name 2 Rate Ratine Circuit Type C5 5 Alarm and Emergency Equipment 5 5 Sensor 4 0 Carbon Monoxide 5 5 Appliances and Accessories 5 5 Exhaust Fan 2 0 F.H.P. C5 5 Dish Washer 1 0 1.2 KW 5 5 Furnace 1 0 Oil C5 5 Air Conditioner 3 0 30 Amps lc� 5 Wiring and Devices 5 Outlet 66 0 Fixture 5 Fixture 66 0 Incandescent 5 5 Outlet 127 0 General Purpose 5 5 Receptacle 69 0 General Purpose 5 Switch 80 0 General Purpose 5 5 Dimmers 11 0 L5J 5 Paddle Fan 5 0 5 5 Receptacle 1 0 20 amp Laundry 5 Receptacle 1 0 30 amp Dryer seal Disconnect 3 0 60 amp Air Conditioner 5 Continued on Next Page 1 of 2 5 p l This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 cncncnrJ�rlI rJ a�nrJ@nrJ�rJrJIJ arJ�rJ�rSr�r�cnr�rJ�cPI��PcPrJ ar�r�cPc ncnrJ ar nrJ arJ acPcncPcncncrarJ�rJ acPcncncPrPr�r�rJ�rJ ar�r�rJ�rJ�rJ�rJ-L3rL3 rL3Q o O rJ�r�PrnrnrJ�rJ'arJ'r�cPcnt:.ncPrJ�rJ'arJ�rJrJcPcPrJ'arJ'rJ�cPrlrJ�rJ�rJ�cPrJr�rJ�i:nrlAJ�r1rJ'rJr�r�rJ�cnrJ�rJ�rJ�i:PrJ�rJ�rJ�r�rJ�r�rJ�rlr�r-nr.PrJ�cnrJ�rJ� o [�D BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 r5j 40 FULTON STREET — NEW YORK, NY 10038 ee5 5 CERTIFIES THAT SUpon the application of upon premises owned by ROSLAK ELECTRIC ROBERT LAWRENCE 5 P.O. BOX 164 800 W. CREEK RD 5 X7775 CUTCHOGUE, NY 11935-2453, CUTCHOGUE, NY 11935 5 Cj Located at 800 W. CREEK RD CUTCHOGUE, NY 11935 S c55 Application Number: 2043249 Certificate Number: 2043249 C� SSection: Block: Lot: Building Permit: BDC: ns11 �5 Described as a Residential 1200-1799 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: CCC�777 Basement,First Floor, Second Floor, Attached Garage,Outside, 5 A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed 5 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 8th Day of May,2006. 5 5 Name 2 Rate Ratine Circuit Type �5 5 Receptacle 20 0 GFCI 5 Service 5 5 1 Phase 3W Service Rating 200 Amperes 5 Service Disconnect: 1 200 cb 5 5 Meters: l 5 5 5 5 5 5 5 5 seal 5 2 of 2 5 cl This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ NAL CAL ) [ ] FIREPLACE & CHIMNEY ] FIRE SAFETY INSPECTION REMARKS: 4e '9 DATE DKo °� /—o� INSPECTOR 307 to Z, 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [XFRAMING [ ] FINAL [ ] FIREPLACE^/& CHIMNEY [ ] FIRE -SAFETY INSPECTION /� REMARKS: a JLe^.�:°2� ,�Irek- alt a . - aru�- DATE 7 �� �` INSPECTOR " /f� 3ogio� 765-1802 BUILDING DEPT. INSPECTION [ /FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION /sf ' ©� REMARKS: o/ ;21 DATE INSPECTOR 44 o g I 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:—g4-L ^ - 4' ��,, Djk::� ' DATE / - P- /- 0- INSPECTOR '� � 765.1802 BUILDING DEPT. INSPECTION ( ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ 7FNDATION 2ND [ ] INSULATION MING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION r REMARKS: f�L4-0 DATE � � � © � INSPECTOR 3 ° lo z 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� a �� INSPECTOR ' , 0510 �o�y rF so//,%6 f®� TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: �. DATE D-fi� �� INSPECTOR 'GG o�OgUFFO[�-�O CD N Z Town Hall,53095 Main Road O Fax(631)765-9502 P.O.Box 1179 y�ol ���� Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. OyI 0 -,a: Owner: ( G i5L - S I A= -Ia LbA ((�� (Please print) / Plumber: A6-0r!)vs Je-- (D�rti Bina d C�c2 [✓r�� (Please print) V eo Q e— T Re--Y."r`y �2 I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. z ( lumbers atu ) Sworn to before me this da of 20 \ Notary Public, County VppNi��O,,LL�LOPER EYPo.O110601ofNow � Osnmb�Iw F�ros elk I 40 James F. King, President '*V SO&P,, Jill M. Doherty,Vice-President O Town Hall 1 � 53095 Route 25 Peggy A. Dickerson P.O. Box 1179 Dave Bergen G Southold,New York 11971-0959 John Holzapfel • p� O Telephone(631)765-1892 IyCOUn Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 01070 DateMay 2, 2006 THIS CERTIFIES that the 2 story frame house with garage,retaining wall, and buffer At 800 West Creek Road Cutcho ue Suffolk County Tax Map # 103-13-6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated 5/14/04 pursuant to which Trustees Permit# 5952 Dated July 21,2004 Was issued, and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is 2 story frame house with arae retainin wall and buffer _ The certificate is issued to Robert and Kathleen Lawrence owner of the aforesaid property. � cz"5r Authorized Signature 1 1F 4 F P a t r i c k B r e n n a n 25 Architect P O B o x 7 6 7 Katonah, NY 10536 Tel. 914.767.0837 Fax. 914.767.0321 w paaickbrcnnanarchirca.wm Building Official Town of Southold Building Department Main Road Southold, NY 11971 (Q631 765 1802 (D631 765 1823 July 21, 2006 RE: Lawrence Residence 800 West Creek Ave Cutchogue, NY To Whom It May Concern, Upon my inspection on 7/15/06, 1 observed that the masonry piers supporting the Porch were not in conformance with the approved plans or the NYS Building Code. Subsequently, in accordance with my directions, the builder has completed necessary modifications to the piers. This work included the installation of additional strap anchors and pointing of CMU. It Is my professional opinion that the subject piers are now satisfactory and generally in conformance with the Residential Code of New York State and the Wood Frame Construction Manual. Thank you for your assistance in permitting &approving this project and do not hesitate to call if you require any additional information. Sincer �� 0 ARC,ti g v atrick Brennan, AIA R.A. 025365 ti 4 r ��yT 025365' yOQ FOF NE`tt P a t r i c k B r e n n a n A r c h i t e c t P O B o x 7 6 7 Katonah, NY 10536 Tel. 914.767.0837 Fax. 914.767.0321 w patrickbr nnanarchitect.com Attn: Douglas McGahan Bay Creek Builders PO Box 602 Cutchogue, NY 11935 (t)631 734 6270 (f)631 734 6270 RE: Lawrence Residence 800 West Creek Ave, Cutchogue July 21, 2006 Dear Mr. McGahan, Enclosed please find three sets of updated drawings. These drawing reflect changes made to the Porch stes, Basement deck the Garage. I have also included the Building Departme tvregarding the indows, and tPorch he piers.additional P ease a letter to submit titer along with drawings. Si sly, atrick Brennan, AIA FIELD INSPECTION REPORT DATE COMMENTS , aA FOUNDATION(1ST) i_' --- y !/ u ----------------------------------- FOIi kl)ATION(2ND) z All- r . - y ROUGH FRAMING& PLUMBING H • Lh INSULATION PER N.Y. — -- y STATE ENERGY CODE FINAL Q ADDITIONAL COMMENTS � Z m wB c z r �b 7bx v � y • x . d b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the followi'tg,before applying? TOWN HALL BoardofHealth � SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey ✓ www. northfork.net/Southold/ PERMIT NO. Jog/g Check Septic Form N.Y.S.D.E.C. Trustees/ Examined i�A-,20_04_ Contact: Approved d/ALO,200�4 Mail to: Disapproved a/c Phone: 713`'1' b t-40 Expiration mow,20_�* 7 .t!_1 Building Inspector 12 2004 APPLICATION FOR BUILDING PERMIT Date iv vJ. 12 20-OL— INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. 0 Y (Signature of appcant or name,if a corporation) P- '0 �6n ���t�z�...a W 1� (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises ELBkp- a i Rta.>C is (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: V()O W�Zr C &Jz- C rrC,iocw House Number Street Hamlet County Tax Map No. 1000 Section 1 t7 3 Block 13 Ldt b Subdivision 1 LOUTS NPW i – Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy SIV�r�1 K�Iw1t 1 �� t�e5l1vC 3. Nature of work(check which applicable): New Building a Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $ R o ,0�> Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units w Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO t/ 13. Will lot be re-graded?YES_NO `Will excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No 1144— 7 A-P- 0 8 37 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES %--'NO— IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. 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. STATE OF NEW YORK) SS: COUNTY OF SurRxy-) }�o VC LA3 K r k 4A a being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the CoQrRA--Tw- (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 day of; 20 7 Sc6z� otai y ub ' Signat of Applicant PATT4M CONWIN Ufty Public,State d NewYoAt No.01C05017852 Qualified in Suffolk CounV r,mmission rxpkU Sept 13, ;?e6 New York State Department of Environmental Conservation Division of Environmental Permits Rm 121, BuildingY Am York 1 Stony Brook, New York 11790-2356 Oboe Telephone (631)444-0365 Facsimile (631) 444-0360 Erin K Crady LETTER OF NON-JURISDICTION Robert R. and Kathleen B. Lawrence May 20, 2004 800 West Creek Avenue Cutchogue NY 11935 NYSDEC # 14738-03360/00001 Lawrence Property 800 West Creek Avenue Cutchogue NY SCTM #1000-103-13-6 Dear Applicants: Based on the information you have submitted, the New York State Department of Environmental Conservation has made the following determination. The portion of the referenced property landward of the 10-foot elevation contour interval, as shown on the survey prepared by John C. Ehlers last revised on 3/1/04, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 66 1) no permit is required under the Tidal Wetlands Act. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very tru ours, hn A. Wieland Deputy Permit Administrator CC: Permits & Drafting Unlimited Marine Habitat Protection file i�� ('.a:�'/'1.'/i I.-:(.1.� . fes' .:./• \ y j� i \ <' �. • lk <\ I yg t (.. t� • • ap.ts, Yi' � .� 11 • 1 1 1 � ' t ' i lip j I 1 ! `,N i cx I t / . IT 7'777 «%- YOM and 0C3N+tD1 IM I* paw Robert & Kathleen Lawrence 800 West Creek Ave. , Cutchogue Sawing at i113 of dee comidaydaa for dw itarnce of the t'eemit does uadent" and peescdbe to thefol- i. That the add ,Board of Tmtmsa andtheTam of Sotuhold art releaatd from sey And alt dsmagty at ddm for damtaet,of Luka sd tg.dkm*at iaRmcdy a a seapk of =7 opwa ateiou petfatarid pwatar�;l9tia.,iwttd4 ^#e t�: ai4pea wilt, rt tela a 6ec own eapamer, defend+*' and all saeh salt=inilbuid lsjt,dtiad-tawd@k satie a d id papeeo loco woo mw fit fWAUV WA Seirw td w feapaoaapltia asdudoa O tha Balani of Tw o m of the Tbwn of ibatl 0 i Tlnt thb ilerYttt,ll.TaHd fa a peslod of 24' moa. while b O*ddeted to be doe animated time'miuked is eoaipCete the`wadr b vdwied,'batihoid doff* Baan-wanur,aaappmst for an aameelm any be made to do Send a a lad[ also. 3. That this Fftmit ahold be a wkw d indefinitely, at as long as the sdd Peemime wbhw to'tuap>o do dr„.sem at penjeet moved, to ptoridt evideaoe to anyone 0000etntd teat nate- odrition was o Wally. babel. ,C 'that rhe wade iao*W wilt be,akjea to elle bip"m and opprowd of the Bard at k: agsuts, tad stta,.p avidom of ehe adona ft appliadog arty be amt far sevoadon of deb Aeank bl teeoietio0 at tits said Board. 5. That dare vM be no ameasonaAc iowfeeesoe wkh oa igatim as a remak of dee wade beoela aaidtociaed. 44. Ilmademe Am In molaudweme +tilt t6a,*K of 66 pabfia to pass and atpnt arlepp the bench boot am to ped law wow a id& 7. That Y faoa gwmdom of doe Tom of Sop &PM nqdw theamoi aadfor dwpsdrtia In the,tonna tof:0awdt:lma#n a4acI04 or 14 in dee*plates aNbe Deaai of TmOM4 the, waclpsslnit awpute wwmariossHe obattacnon to Ecce rstg,detq, dti..iddbaoittee wilt be se9tiattf, alttpn thte etodaay,api itaoA►arakdcahla waadc or ptojea#lentis xd wbOtoat to tite'idtut of Swam" B. Zw die aid Halm wm.-bm aodfied by the Peamkiee at*lwmM$mdaa..of die isi* imdl attired. > P. got the' wM a reds on other peadet end apaso li Aat nig be aagind,s ddwpwoti so 'I. to OW40<Va#nl w w-aborta mom Y pf SO ELIZABETH A.NEVILLE `o Town Hall, 53095 Main Road TOWN CLERK P.O. Box 1179 REGISTRAR OF VITAL STATISTICS Southold, New York 11971 MARRIAGE OFFICER �'.2 • �O Fax(631) 765-6145 RECORDS MANAGEMENT OFFICER ��� Telephone(631) 765-1500 FREEDOM OF INFORMATION OFFICER COU NTI�� southoldtown.northfork.net OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD To: Town Board Town Attorney Trustees Building Dept Police Department John Cushman Jon Shearin, Roy Reeve Agency From: Linda J. Cooper,Deputy Town Clerk Date: November 2, 2005 Re: Notice pursuant to Town Law Sction 268(2) from Deborah Doty Attached hereto is a notice filed by Deborah Doty la3 - l3 - 3200S RECEIVED ,/,,,? .1 o 21 lam NOTICE PURSUANT TO NOV 2 2005 TOWN LAW &268(2) 4c-xa-&� 64„10-&-- 4e- � Southold Town Clort TO: TOWN OF SOUTHOLD BOARD OF TRUSTEES TOWN OF SOUTHOLD POLICE DEPARTMENT TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BOARD OF THE TOWN OF SOUTHOLD TOWN ATTORNEY, TOWN OF SOUTHOLD Notice is hereby given pursuant to Town Law Section 268(2)that Deborah Doty, a resident taxpayer of the Town of Southold, residing at 670 West Creek Avenue, Cutchogue,New York 11935 requests that you and all of you proceed to take and institute the appropriate actions to: (a) stop and enjoin the work at 800 West Creek Avenue, Cutchogue,New York("Property") and (b)correct and abate the violations ("Violations")at the Property. Upon your failure to do so within ten(10) days of the date of this request, action pursuant to Town Law 268(2) may be instituted by three resident taxpayers for such relief as provided therein. The Violations referenced above consist of, inter alfa,the following: (a)Construction of a stone retaining wall in violation and excess of a Trustees permit dated July 21, 2004 within 100 feet of wetlands; (b) Construction of a wooden retaining wall in violation and excess of a Trustees permit dated July 21, 2004 within 100 feet of wetlands; (c)Placement of fill in Violation of a Trustees permit dated July 21,2004 within 100 feet of wetlands; (d) Construction of a deck without a Trustees permit within 100 feet of the ----i sf � n�e � NOV 3 2005 F ' (e)Disturbance of land, filling,re-landscaping and regrading without a Trustees permit within 100 feet of the wetlands; (f) Creation of a sluice-way for water from West Creek Avenue into Wickham Creek in Violation of Chapter 97; and (g) Construction as aforesaid without a building permit. Complaints concerning these activities have been repeatedly brought to the attention of the Trustees, the Trustees' staff; and the Bay Constable. No action was taken. Indeed, the Bay Constable advised that he was instructed by the Trustees to take no action. This refusal and failure to act is contrary to the letter, spirit, and purpose of Chapter 97. Dated: November 2, 2005 DEBORAH OOTY NOTICE PURSUANT TO TOWN LAW 4268(2) - - TO: TOWN OF SOUTHOLD BOARD OF TRUSTEES TOWN OF SOUTHOLD POLICE DEPARTMENT TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BOARD OF THE TOWN OF SOUTHOLD —.- -- TOWN ATTORNEY, TOWN OF SOUTHOLD Notice is hereby given pursuant to Town Law Section 268(2)that Deborah Doty, a resident taxpayer of the Town of Southold, residing at 670 West Creek Avenue, Cutchogue,New York 11935 requests that you and all of you proceed to take and institute the appropriate actions to: (a) stop and enjoin the work at 800 West Creek Avenue, Cutchogue,New York("Property") and(b) correct and abate the violations ("Violations") at the Property. Upon your failure to do so within ten(10) days of the date of this request, action pursuant to Town Law 268(2) may be instituted by three resident taxpayers for such relief as provided therein. The Violations referenced above consist of, inter alfa, the following: (a) Construction of a stone retaining wall in violation and excess of a Trustees permit dated July 21, 2004 within 100 feet of wetlands; (b) Construction of a wooden retaining wall in violation and excess of a Trustees permit dated July 21, 2004 within 100 feet of wetlands; (c) Placement of fill in Violation of a Trustees permit dated July 21,2004 within 100 feet of wetlands; (d) Construction of a deck without a Trustees permit within 100 feet of the wetlands; (e) Disturbance of land, filling, re-landscaping and regrading without a Trustees permit within 100 feet of the wetlands; (f) Creation of a sluice-way for water from West Creek Avenue into Wickham Creek in Violation of Chapter 97; and (g) Construction as aforesaid without a building permit. Complaints concerning these activities have been repeatedly brought to the attention of the Trustees,the Trustees' staff; and the Bay Constable. No action was taken. Indeed, the Bay Constable advised that he was instructed by the Trustees to take no action. This refusal and failure to act is contrary to the letter, spirit, and purpose of Chapter 97. Dated: November 2, 2005 DEBORAH DOTY LAWRENCE RESIDENCE 800 West Creek Avenue Date: 7/22/2004 ADDITIONAL SPECIFICATIONS - -_. In addition to therequirements,stipulated in the Drawings,all work and materials furnished shall,at a minimum, specifically comply with the ANSI/AFPSA WOOD FRAME CONSTRUCTION MANUAL 2001 ,CHAPTER 3, PRESCRIPTIVE DESIGN and the foliming schedule; NAIL SCHEDULE NUMBER OF JOINT DESCRIPTION INSTALLATION METHOD COMMON NAILS NAIL SPACING 1 ROOF FRAMING 1.01 Rafter to Top Plate Toe-nailed 3-8d per rafter 1.02 CeilingJoist to To Plate Toe-nailed 3-8d er'oist _ 1.03 CeilingJoist to Parallel Rafter 12:12 itch Face-Nailed 6-16d each la 1.04 Ceilin Joist to Parallel Rafter(4:12 itch Face-Nailed 6-16d each la _ 1.05 Ceiling Joist to Parallel Rafter 5.5:12 itch Face-Nailed 5-16d each la 1.06 Ceiling Joist Laps over Partitions 12:12 itch Face-Nailed 6-16d each la 1.07 Ceiling Joist Laps over Partitions 4:12 itch Face-Nailed 6-16d each la -- _ 1.08 Ceiling Joist Laps over Partitions 5.5:12 itch Face-Nailed 5-16d each la 1.09 Collar Tie to Rafter It2:12 itch Face-Nailed 3-8d each end 1.10 Blocking to Rafter Toe-nailed 2-8d each end 1.11 Rim Board to Rafter End-nailed 2-16d each end 2 WALL FRAMING 2.01 Top Plate to Top Plate Face-nailed 2-16d perfoot _ _2.02 Top Plates at Int6rsections Face-nailed 4-16d joil nts-e ch side 2.03 Stud to Stud Face-nailed 2-16d 24"o.c. _ 2.04 Header to Header Face-nailed 16d 16"o.c.along edges 2.05 Top or Bottom Plate to Stud __ End-nailed 2-16d per stud 2.06 Bottom Plate to Floor Joist, Face-nailed 2-16d _ per foot__ - Bandjoist,Endoist or Blocking 3 FLOOR FRAMING 3.01 Joist to Sill,Top Plate or Ginter_ Toe-nailed 4-8d er'oist 3.02 Bridging to Joist Toe-nailed 2-8d each end 3.03 Blocking to Joist Toe-nailed 2-8d each end 3.04 Blocking to Sill or Top Plate Toe-nailed 3-16d each block 3.05 Ledger rStdp to Beam Face-nailed 3-18d ---each joist - 3.06 Jost on Ledger to Beam Toe-nailed __ 3-Bd per joist 3.07 Band Joist to Joist End-nailed 3-16d __ ep rjoist _ 3.08 Band Joist to Sill or Top Plate Toe-nailed 2-16d per foot___ _____ 4j ROOF SHEATHING 4.01 Structural Panels: Interior Zone 8d 6"edge/12"field 4.02 Structural Panels: Perimeter Zone 8d 6"edge/6"field 5 CEILING SHEATHING 5.01 Gypsum Wallboard 5d coolers 7"edge/10"field 6 WALL SHEATHING 6.01 Structural Panels: Interior Zone fid 6"ed e/12"field 6.02 Structural Panels: Perimeter Zone 8d 6"edge/12"field 7 FLOOR SHEATHING Structural Panels(1",or less) 8d______]6"edge/12"field _ ` I Anc k nnanl 2 Patrick Brannan An:hifecf RA 025365 N O?5365 ypQ F OF tJE`� i am amvvriav 3/9/2004 HEALTH DEPARTMENT APPLICATION -' OWELLING EXISTING STRUCTURE / I / UTILIZE WELL WATER \ a �t4j 1 LINO NOW OR FORMERLY Q � ` / OF:DERORIH DOTY / FORMERLY EMERY \ \ 1 UTILIZE TOWN WATER C.P. le -k- EXISTING / STRUCTURE TOLL, \;lfffiii \ / sOUTNpm rV' 26<09' fFMEp ~ l f,1C��yyy ♦�� �y���p yy�p�',./{(��\' '{'�� {�{)�p / LLN TRUSTEES N 5B°'T Pp E 4upivLA 1{SW�Y{✓7 IAR`1{110 Vr FII \NKMJ n � / LVWEOICLION LINE 'LEV.' / \ x'1 p0 ER04 WETLANDS )5'• �V -1• w \ �,I �� � �"Gti�t!'1�or?.ttSt!>N♦i3�d�'9 oy♦^CGr#��iRief2``e:cpOfNP�SA - L.l W f/I \%\�{ 'My.no dsFo / 'x 'P :qo / 1f41b` �i'IN1�.,�t1LL L11rAY�.1�.1M[�Y �o ` f E' Of UJ Q = He R`1±.N0. -4v-,v� P �r C �Q R i N ' l 1 eg .K \ F _ SiREEi C 5 N Gv N56°32'3<" W 61 (1 �(1(pt CLE �( \/= / ¢ p RFEVE S' / + N . }3.12' 1 a>,,PROP T / lr I ` �� W SOIL TEGCE {�I*,�n V- Opp Q - - SOIL TEST / .� / 1 . 11 L l HOLE � N.:Exrsr; I , i— e �r GC s6.C1 tY�w1 � � 1:NOf3iCCi.1� Fnr �E��v �°� /, 1 1 /I EXISTING PUBLIC / ( I 11m , \ i , WATER METER Tiia - 0 ,REPR 1 ❑ ; l 6 I 1 I / PUBLIC WATER ... YARD, 11 I li .l Y 1 1 ; l J 2 SUPPLY LB / kXIsiMG BTU" L RONT I,i / EXISTING 1 OVAL a , / /, / 1!"'TIS,V2,L tv, LLII 1 r/.ao / _ - ITY ENiME � _ .� / GROUND OARX BROWN x A i X /,Y� / sawO.-.... _ V /� ,1 i /-�E ..iie. a 00 . /' / T 1 r/ PIOE sip�cc Loln' „ a 1 i \I 'e / EaMiE$.p/ wN WATER SANDY piwoLsc p z 3 O - TIMBER DOCK _ \ ,... / DWELLING BROWN SILTY SAND SM 63 UTILIZE 1 PATRICK ao;3' ,� 1 , / / TO TER P, BRENNAN s ARCHITECT CONI.WK. _\ / -5 66°0]'00'E �!'61,g9 i \ `\ / BROWN FINE TO MEDIUM SAND SP S-RUmURE E __ � v A/ UON.EONNG LINE LA GEET'KND$ LAND OF - _ r BROWN CLAYEY SMO SC T AS FLAGGED �)-f00A - r _ �EXISTIG / $Y ROBCRi_ION _— UNKNOWN OWNER—_—_—_— __ _ _ _—_ 9' -- DRAM INLET COARSEROWN$AANEFINE E. i0 uON IOVNG ' LAND NOW OF OR FORMERLY \ / j UTILIZE WELL WATER / mrva OPILE BROWN ONE i0 IA ��/�{ �L MEOWM$MU SP ©NWNRI�r AW ' RWWS /, to I /1� F /YV y/� 1.S 78LE 1000' \ llfNEWATETTOMMEUM PALE BSANON SP RE EK CE CREEK AVEDWELLRIG •/T 0 GUE,NY n \ \ A4FC1 b :i'EivAIL}=eoPCRT. .^A/9/ - 031001 ' fly/ �O � \ ^SOIL TEST HOLE DATA rnF T`' scxe MTs. C'�O \ SITE PLAN --- __ i i S —-__ - — \ TAX 1103• BASED C. EH. SDkVEY BY an' __-_,_ / / \ g00-gJ-1S-OB 6 JOHN T MAN STREET wRVEYOa JANUARY 2004 / —-—-—-— — \ ELEVATIONS REFERENCE 1929 NOVO. RIVERREID,NY —_ 1401 XWtF / 671.369.8286 AS NOTED % —--- / \ 6]1.369.828) FAX \ TEST HOLE DATA FROM SURVEYED 12-17-02 / / \ McODNKD CEOSCENCE MENDED 02.05.04 xxrvFn er• Pe SW TEST ROLE 03.01-04 wMw a. SW C.P NOTE: wnnP�, PB ^SITE PLAN / / \ \ THE SIIRCONYTIONS THE TMSTHE INFORM POSSESSIONATM OF THE OMNER,BUT Ntl PROPPED 7, 01 DWELLNGRESPONSIMEITY FOR THE CORRECOWNER'TNESS OFI THE SURVEY WGIBIAT KOASSUME NNtE WOO KPIREESENTAATIONS UTILIZE C P IREOARDING THE ACTUK SITE CONDITIONS THAT MAY EXIST. f_//TO OWATER O \LAW health dept 2-26-04 A-01.d 3/5/2004 1:16:05 PM CY,A/P15 \ WAIF PFi]i//„Rv • \\ / SEWAGE DISPOSAL SYSTEM HEALTHODEPARTMENT ALTERNATIVE SEWAGE DISPOSAL SYSTEM FOR FIVE TO SIX BEDROOM RESIDENCES APPROVED BY APPLICATION THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL OUALITY. \\ FUTURE EARANSO. I / \\ I LEAcxRc POOL I TYPICAL TANK DETAILS OF CONSTRUCTION CFVSHEO sor1E VA 1 I OflrvE I.eovF1 \\ \ / / 1.2 A MINIMUM E 4 LACHES APPROVED CONCRETE PRECAST CONCRETE BOTTOM AND J NS. WILLS. 2. AN APPROVED RENT. HAVE PRECAST CONCRETE 6 NCH THICK SLAB TOP N LAWN MEAS. \\ / 3. SEPTIC TANS SHALL HAVE A NMST OF 41 S.F.SURFACE AREA. gLea ory ORADF poNCRFrF sLNe ory Ga4]F \ 4. FLOW BAFFLDEPTE N SEPTIC TANK MUST BE 48 LACHES NN. AT 8 ON OR * cwRACF \ / 5. FLOW BAFFLE T DROPINNER EOURED. \\ 6. DROP 'T'S MUST BE PINNED OR OTHERWISE FRMLY ATTACHED. DETAILS OF CONSTRUCTION 1. USE ONE (l)1.500 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. \ 10, — — \\ / 2. USE (2)B FEET OIMIETER 8 FEET DEEP PRECAST CONCRETE LEACHING POOLS. BRIDGE POOLS WITH ONE 4 WH DIAMETER APPROVED SEWAGE PIPE CROSSOVER LOCATED 1/2 DISTANCE OF \ ONTIEi 0.'VM 3 �' s., \\ / EFFECTIVE DEPTH. ou eulLOwc 0",y \��� \\ 3. USE 4 NCH DINIETER APPROVED SEWER PIPE THROUGHOUT UNLESS OTHERWISE SPECIFIED. \ /~—�uio STONieovE� �� \\ / 4. BACKFILL MATERIAL SHALL BE COMSE SAND AND GRAVEL. 5. TOP OF SEPTIC TANK SLAB SHALL BE BETWEEN 12" AND 24”BELOW FINISHED GRADE. 6. LOCKING COVER FOR SEPTIC TAN( SHALL M FLUSH WITH FNISHEO GRME. / \\ \\ ]. TOP OF LEACHNG POOL SLABS SHALL BE BETWEEN.12" AND 2v'BELOW FINISHED GRADE. INLET 12..8.. 1P-0"NOW / GALL 8'-0"MIN. I \\ �ANf CbMEiG!'DEEP \\ II / 4DIAMETER DSEWER / ��4 PIPIK TE VAV I I % 4"PER Fooi LIN.rtrPI \ \\\ II 5"0 6 DIAMETER SEWER PIPE 5 /iPER FOOT I PIPE AMETEK VEP ER 1111 I �PflOPERiY LINE II II / % EXISTING TE INSPECTION RAUIRD PHO", eEoccueCAON EXCAVATION T Cov_aU PORCH, �nsovFL _ Y MEANTECI CKTE LEACHING rob. / SuFFOLK COUN rY ospARnIiI OF HEALTH SE e'E:iflGf7 FOR 4,FPNOVAL Or CamTRUC t ipN FOR A er 20 o RED H �� C O�a siory Perm / LINE OF PROPOSED / ��( p - \\ /, PUBLIC WATER 511PPLY I % f147 F-LLF.NO. ��// 9F PATRICK � VA .'it'P 'OVGJ Gs 2,^ �� ) BRENNAN , '/�, ,;,VOF ARCHITECT 1l/� SCF 0F1; li lGEO,TE OV � ?5365 _________________--_--/T— IT / mrma F0SE:AGE DISPOSAL SYSTEMPLAN scn RESIDENCE CREEKAVEs 10 2O , LINE OF FMBLATIgI i3O.TANI LID FINISHED GPIDE PROPERTY LITE WEST GREED WALL Al TRI ER e"r' AVENUE IRE OF FVSHeo LOCATE DROP'r "'1O RSL FLOOD ELFV'SO'-O" A" AM DIETER UNDEN„CESS OPENING 031001 PRE PITCHED FOR TENANCE I/"PER FOOT 41N. [PLAN YA OsLLEUATVCLNE:wTifiG'A--A 6SiP'rOBiOL'LILONIG — T / _ mm On oe e t= 2 1 nI I dT IC ANDSEPTIC SYSTEM ________— SECTION LEnc INLET PITCH _______O___E_E_ R YPTK . OUTLET 12"IN. IAMETER ELv1PAEi Flow SWR _ JANUARY 2004 BAFFLE Ps?EPPITCHEO EN FOOT I I I A:Kr A"DIAMETER EEWER I AS NOTED PIPE CROSSOVER b 9 I II 10'-0. ART 8'-0" —A H _U �A/WNDWry PB SW L s'.o^ pNMWb SW 1500 GKLo PREc IST U FEEL dalEiFP FUTURE E PINSION Cfi#D Ib PB WATEEFABLE CONCRETE SEPTIC iNIR 8 FEEL GEED PRCC/ST LEILNING POOL ELEv-1'-B" IE COHCFETE LEI4WNG POOL ylA./b,q —F 2 SEWAGE DISPOSAL SYSTEM SECTION P — 0 GALE- 0 1 5 10 30 \LAW health dept 2-26-04 A-01.d 3/5/2004 4:35:20 PM SURVEY OF PROPERTY SITUATE: FLEET'S NECK SUFFOU(CouVIYDEP 4RTN.ENT OFHEALTH SrN TOWN: SOUTHOLD aPPRcv�,L UCTED WORK SUFFOLK COUNTYu�E`FAMILYRESIDENCEJFOR SUFFOLK COUNTY TAX Date JU!d 2 �pp6 w E LOT u 1000 - 103 - 13 - 6 H.S. Ref. No. Ric, The scar a s A SURVEYED 12-I1-02, an dispocat and wafer supp;y facilities at this Idca6dn hava n bosa Sfaaod[or nspected AMENDED 02-05-04 1cer�fit,by Oris Department cr other agencies and S TE5T HOLE 03-01-04 ryFOR A MAXIMUtA QF-� DEDROOPASrd nd to. PROP05ED ACTION5 04-I6-04, 05-04-04 FOUNDATION LOCATION 02-08-OS � FINAL SURVEY 05-09-2006 Walter SUFFOLK COUNTY DEPT. OF HEALTH Office o;Wastewater M,ana em 5ERVIGE5 REFERENCE u RIO - 04 - 0050 9 ent CERTBFM TO: ®� ROBERT LAWRENCE KATHLEEN LAWRENCE COMMONWEALTH LAND TITLE INSURANCE COMPANY --i ®� C) 0 mon. fnd. C 0 F� 0 V1 ff o roto N 5010 ° &01� ff 1A I Tp Br II i J 0 ocy Q O o Q- / � I 56. 0 ` Eye 3333 t Qx r g o Fnd. Qi6 2�5 opt e� o Dov' r II of ° e C 6�0 Off,. S \-oW rte° �633�13 ' r8 \ ti rn < <;uLD v�zG -� r\� NOTE5: ■ MONUMENT 11 REFERENCE DEED: L. 9321 P. 336 AREA = 25,075 5F OR 0.56 AGRE5 JOHN C. EHLERS LAND SURVEYOR GRAPHIC, 56ALE 1"= 30 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVERHEAD,N.Y. 11901 369-8288 Fax 369-8287 REF.\\COMPAQSERVER\pros\02\02-355a.pro 1 \ O p Patrick �L �/ E rl e c 526 West 22nd street New York , New York 10011 t . 212 . 989 . 1123 f . 212 . 807 . 1909 pb - arch@pb - arch . com I ll a ISO of PROJECT.- LAWRENCE RESIDENCE , 800 WEST CREEK AVENUE , CUTCHOCUE , NY GENERAL NOTES 1 ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH ALL FEDERAL, 7. THE CONTRACTOR SHALL ABIDE BY AND COMPLY WITH THE TRUE INTENT AND 12. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY AND ACCURATELY 20, THE CONTRACTOR SHALL KEEP THE ARCHITECT INFORMED OF THE PROGRESS STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION OVER THE WORK MEANING OF THE DRAWINGS AND NOTES TAKEN AS A WHOLE AND SHALL NOT FOR ANY REASON COMPLY WITH ALL THE REQUIREMENTS OF THESE NOTES AND LAYING OUT THE WORK AND FOR THE LINES AND MEASUREMENTS HEREIN. HE OF HIS WORK NO WORK SHALL BE CLOSED OR COVERED UNTIL IT HAS BEEN AVAIL HIMSELF OF ANY OBVIOUS ERRORS OR OMISSIIONS, SHOULD ANY EXIST. DRAWINGS. SHALL ESTABLISH NECESSARY REFERENCE LINES AND PERMANENT BENCH MARKS INSPECTED AND APPROVED. SHOULD UNINSPECTED WORK BE COVERED, THE 2 THE CONTRACTOR SHALL OBTAIN ALL PERMITS AND APPROVALS AS SHOULD ANY ERROR OR DISCREPANCY APPEAR OR .ANY DOUBT ARISE AS TO THE FROM WHICH BUILDING LINES AND ELEVATIONS SHALL BE TAKEN HEIGHTS OF ALL CONTRACTOR SHALL, AT HIS OWN EXPENSE, UNCOVER ALL SUCH WORK SO THAT REQUIRED BY LAW FOR THE COMPLETION OF THE WORK. TRUE MEANING OF THE DRAWINGS OR NOTES, THE C 13. THE GENERAL CONTRACTOR SHALL COORDINATE AND SUPERVISE THE WORK S WORK CALLED FOR "A FF." INCLUDING BUT NOT LIMITED TO SOFFITS, CEILINGS, IT CAN BE PROPERLY INSPECTED AND AFTER SUCH INSPECTION, HE SHALL BEFORE SHALL BRING SUCH ITEMS TO THE ATTENTION OF THE ARCHITECT BEFORE SUBMISSION OF OF ALL CONTRACTORS AND SUB-CONTRACTORS. HE SHALL BE RESPONSIBLE FOR DOORS, SHALL BE TRUE AND LEVEL WITHIN P MAXIMUM TILER- PROPERLY REPAIR AND REPLACE ALL WORTS IP TERFERED WITH 3 THE SUBMISSION OF A PROPOSAL BY THE CONTRACTOR WILL BE PROPOSAL FOR EXPLANATION OR CORRECTION OF SAME. AFTER THE SUBMISSION GIVING ALL TRADES SUCH INFORMATION, PLANS OR DETAILS AS MAY BE REQUIRED ANCE OF /," OVERALL THE ENTIRE PROJErT REGARDLESS OF VARIATIONS IN THE CONSTRUED AS EVIDENCE THAT A CAREFUL AND THOROUGH EXAMINATION OF OF PROPOSAL, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL SUCH FOR THE PROPER INSTALLATION AND COMPLETION OF THEIR WORK. ALL MATERIALS ACTUAL SLAB THE SLAB SHALL BE LEVELED AS REQUIRED SO AS NOT TO ARY 21 THE CONTRACTOR SHALI PROVIDE PROTECTIONS NECESSARY TO PREVENT THE PREMISES HAS BEEN MADE AND LATER CLAIMS FOR LABOR, MATERIALS OR ITEMS SHALL BE ORDERED SUFFICIENTLY AHEAD OF TIME SO THAT WORK CAN PROCEED MORE THAN /B" IN ANY 10'-O". DAMAGE TC EXISTING IMPROVEMENTS ON ADJCINING PROPERTIES AND ON OWNER'S EQUIPMENT REQUIRED OR FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE ON SCHEDULE. NO SUBSTITUTIONS WILL BE ACCEPTED BECAUSE OF FAILURE TO r- 8 THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE DRAW- DO S0. PROPERTY. JWNER MUST BE NOTIFIED, !MME DIA LLY, OF ANY DAMAGE TO EXISTING BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGN- A a) THE PREMISES AND THE JOB SITE SHALL BE MAINTAINEDACCUMULATION'S C IN A REASON- IMPROVEMEN rS Or, ADJOINING DAM4CJ IM ANC ON OWNER'S PROPERTY. IZEDINGS AND NOTES TO INTERPRET AND EXPLAIN THE DRAWINGS OTHER INFORMA- CONTRACTOR I T• . HAS IT SHALL ALSO CONSTITUTE A REPRESENTATION THAT THE CONTRACTOR 14 THE CONTRACTOR SHALL SUBMIT ALL FABRICATION SHOP DRAWINGS, SAMPLES, ABLY NEAT AND ORDERLI CONDITION AND KEPT FREE FROM .ICC UMUL ATIONS OF MLzi R'' S RE DAM 4GfC IMPRO`rENTS TO THEIR ORIGINAL TION DEEMED NECESSARY Q THE ARCHITECT WILL BE FURNISHED TO THE CON- HAS CHECKED AND VERIFIED ALL QUANTITIES, WORK AND MATERIALS INVOLVED AND FIXTURE CUTS FOR THE ARCHITECT'S REVIEW AS R6:UIRED AND/OR INDICATED WASTE MATERIALS AND RUBBISH DURING THE ENTIRE CONSTRUCTION PERIOD. CONDITION, -,S A(CEP' ABLs TO PROPErIT. OWNERS AND THAT HE SHALL TAKE RESPONSIBILITY FOR ANY DEFICIENCIES THEREIN. TRACTOR WHEN AND AS REQUIRED BY THE WORK, AND IT IS TO BE UNDERSTOOD REMOVE CRATES CARTONS AND OTHER FLAMMABLE WASTE MAT!- RIALS OR TRASH THAT SAID ADDITIONAL INFORMATION OR DRAWINGS ARE TO BE OF EQUAL FORCE ON DRAWINGS THE ARCHITECT'S REVIEW SHALL NOT BE C7NSTRUED AS AN FROM THE WORE AREAS AT THE END OF EACH WORKING DAY WITH THESE DRAWINGS INDICATION THAT SUBMITTAL IS CORRECT OR SUITABLE NOF' THAT WORK REPRE- SENTED BY SUBMITTAL COMPLIES WITH THE DRAWINGS, EX; EPT AS TO MATTERS "REMOVE" MEAN'., T4, E )W;, AIJD L -,PIG- DI THE DESIGNATED MATERIAL, BE RESPONSIBLE FOR THE CORRECTNESS OF SAME. NO EXTRA CHARGE OR OF FINISH, COLOR, AND OTHER ESTHETIC MATTERS. ACTION NOTED ABOVE DOES b) ELECTRICAL CLOSETS, PIPE AND DUCT SHAFTS, CHASES, FURRED SPACES ASSEMBLY OR OTIFCR I�,I)O,, F5 IT, II: LAWFUL MANNER, OFF THE SITE 9 FULL SIZE OR LARGE SCALE DETAILS OR DRAWINGS SHALL GOVERN SMALL AND SIMILAR SPACES WHICH ARE GENIE" ,.Y UNFINISHED SHALL BE CLEANED COMPENSATION WILL BE ALLOWED ON ACCOUNT OF DIFFERENCE BETWEEN ACTUAL NOT RELIEVE THE CONTRACTOR FROM REPONSIBILITY TO COORDINATE ALL TRADES SALVAGE"- MEANS GSAS'I_MB'_ , DIS ',10UNIl 'NL STORE ITEMS TO BE REMOVED SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY DETAILS OR CONDI- AND LEFT FREE FROM RUBBISH, LOOS[ LASTER, MORTAR DRIPPINGS, EXTRANEOUS DIMENSIONS AND THE MEASUREMENTS INDICATED ON THE DRAWINGS; ANY DIS- AND TO CHECK QUANTITIES AND DIMENSIONS AGAINST CONDITIONS IN THE FIELD FOR REUSC IN THF WI-��.K PI Th"4;-,,FFR THE OWNER IN AN AREA DESIGNATED CREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS WHICH MAY BE TIONS INDICATED FOR A PORTION OF THE WORK BUT NOT CARRIED OUT FULLY CONSTRUCTION MATERIALS, DIRT AND JUST FOR OTHER PORTIONS SHALL APPLY THROUGHOUT TO ALL SIMILAR PORTIONS CONTRACTORS AND ENGINEERS SHALL ASSUME RESPONSIBILITY FOR ALL ERRORS AT THE OWNER FOUND SHALL BE SUBMITTED TO THE ARCHITECT FOR CONSIDERATION AfJD EXCEPT AS OTHERWISE SPECIFICALLY NOTED IN EVERY CASE A MORE EXPENSIVE ON THEIR DRAWINGS. (SUBMIT TWO COPIES EACH.1 "MATCH"- TU INS TO GTHEPROVIDE AND INST Ai_I_ NCTI MATERIALS,MATERIAL. ASSEMBLIES OR C) CARE SHALL BE ES IN BY WI)r<r MEN NOT TO MARK, SOIL. OR OTHERWISE_ PRODUCTS MATCHING THE REF EREIJCEi] EXIE TING MATERIAL, ASSEMBLI' OR CLARIFICATION BEFORE PROCEEDING WITH THE WORK, ITEM OR METHOD SHALL BE ASSUMED OVER A LESS EXPENSIVE ONE AND DIM- _ ENSIONS SHALL BE FIGURED RATHER THAN DETERMINED BY RULE OR SCALE 15 ALL MATERIALS REQUIRED FOR THE PERFORMANCE OF THIS CONTRACT SHALL DEF PCEDF _FANO nNDR RESTORE AC TS RIN THE -N A THAT FINISHED SURFACES BECOME PRODUCT COMPLETEL' , INCLUDING ACCESSORIES, COLORS AND FINISHES. WHEN 5 ALL OF THE ARCHITECT'S DRAWINGS AND CONSTRUCTION NOTES ARE COMPLI ES O E SUCH CES TO THEIR 0 I.INAL CONDITION MATCHING IS REOUREO, 7 'HE CONTRACTOR STALL SUBMIT SAMPLES OF THE BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED, ALL SUBJECT TO THE MENT ARY AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR 10 THE PROJECT HAS BEEN DESIGNED AND DETAILED FOR THE SPECIFIC MATER- APPROVAL OF THE ARCHITECT THE USE OF OLD OR SECOND-HAND MATERIALS IS REQUIRED MATERIALS FOR APPROVAL SHALL ALL, ANY WORK SHOWN BE PROVIDED AS THOUGH SHOWN REFERRED TO ON ANY ONE DRAWING OWN ON ALL DRAWINGS. WHENEVER AN ITEM IALS AND EQUIPMENT SPECIFIED. NO SUBSTITUTIONS SHALL BE MADE WITHOUT STRICTLY FORBIDDEN. THE CONTRACTOR SHALL, IF REQUIR.ID, FURNISd) CLEAN UP IMMEDIATELY UPON COMPL, T'ON OF EACH TRADE'S WORK H SATIS- THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT IF THE SPECIFIED MATERIAL FACTORY EVIDENCE AS TO THE KIND AND QUALITY OF MATERIALS AND WORK e) CLEAN AREAS OF THC BUILDING IN WHICH FAINTING AND FINISHING WORK 23. CONSTRUCTION SHELL NOT BE PERF DFM�U UNTIL SCHEDULE OF OPERATIONS S SPECIFIED AND/OR SHOWN ON THE DRAWINGS BY DETAIL OR REFERENCE T O HAS BEEN FORMULATED JDINTLr Bi THE c'GNTRAC iUR, T HE OWNER AND THE IS NOT AVAILABLE, THE CONTRACTOR SHALL PROPOSE AN ALTERNATE MATERIAL MANSHIP. MATERIALS SHALL BE USED IN ACCORDANCE WITH MANUF ACTUP=R'S ARCO-IITECT, SHALL BE CONSIDERED TYPICAL FOR OTHER ITEMS WHICH ARE OBVIOUSLY IN- IS TO BE PERFORMED JUST PRIOR TO THE START OF THIS WORK, AND MAINTAIN TENDED TO BE THE SAME EVEN THOUGH NOT SO DESIGNATED OR SPECIFICALLY AND SHALL PROVIDE DRAWINGS, SAMPLES, SPECIFICATIONS, MANUFACTURER'S PRINTED INSTRUCTIONS UPON REQUEST, THE MANUFACTURf_R'S REPRESENTATIVE THESE AREAS IN SATISFACTORY CONDITION FOR PAINTING AND FINISHING, NAMED BUT DO SERVE THE SAME FUNCTION. LITERATURE, PERFORMANCE DATA, ETC IN ORDER THAT THE ARCHITECT CAN SHALL GO TO THE SITE AND INSTRUCT THE MECHANICS IN THE USE OF THE EVALUATE THE PROPOSED SUBSTITUTION IF THE SUBSTITUTION AFFECTS A MATERIALS OR SHALL SUPERVISE THEIR USE f) THIS CLEANING INCLUDES THE REMOVAL OF TRASH . ND RUBBISH FROM 24 ALL WORK SHALL HE SUBJECI ' I- FINAL IIISPECTION BY THE ARCHITECT AND ' 6 THE WORK TO BE PERFORMED CONSISTS OF FURNISHING ALL LABOR, EQUIP- CORRELATED FUNCTION, ADJACENT CONSTRUCTION, COIR THE WORK OF ANY OTHER THESE `,REAS, BROOM CLEANING OF FLOORS, THE REMOVAL OF AN) PLASTER, .AC'CEPTAN'CE 3'1 LH U NG MENT, TOOLS, TRANSPORTATION, SUPPLIES, FEES, MATERIALS, AND SERVICES IN CONTRACTOR OR TRADE, THE NECESSARY CHANGES AND MODIFICATIONS TO THE 16. FOR THE EXECUTION OF THE WORK TO BE PERFORMED UNDER THIS CONTRaCT MORTAR, )UST AND O-HER EXTRANEOUS MATERIALS FROM FINISH SURFACES, �LUM�r'VU AFFECTED WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADD- AND FOR THE MANUFACTURE OR TRANSPORTATION OF ANY OF THE MATERIALS �)P C ACCORDANCE WITH THESE NOTES AND DRAWINGS AND PERFORMING ALL OPER- INCI CODING BUT NOT LIMITED T0, MISCELLANEOUS METAL, WOODWORK, PLASTER, 25. ALL WORK APL NEW HJ I 'I. ; ^d OF.!' YEAR AFTER FINAL INSPECTION ATIONS NECESSARY TO CONSTRUCT AND INSTALL COMPLETE AND IN SATISFACT- ITIONAL EXPENSE TO OWNER NO REQUESTS FOR SWBSTITUTES WILL BE ENTER- APPLIANCES TO BE USED OR INSTALLED, THE CONTRACTOR SHALL EMPLOY ONL GYP_UM OR` MALL, MASONRY, CONCRETE, MECHANICAL AND ELECTRICAL EQUIP- ALL DEFECT JC I-1NE5 _p� -- . 'cR A'VTEE TARED BY THE ARCHITECT DUE TO THE CONTRACLOR'S FAILURE TO ORDER SUCH LABOR THROUGHOUT AS WILL NOT INTERFERE WITH "HE SPEEDY AND �NC��-FI�REC�♦illrlFT;; - 'ERIOD SHALL BE REPAIRED CRY CONDITION THE VARIOUS MATERIALS AND EQUIPMENT AT THE LOCATIONS MENT, PIPING, DUCTWORK, CONDUIT, AND SURFACES VISIBLE AF-ER PERMANENT TO THE OW P, r.@, 99 .-"IT'ACTCR'S EXPENSE. SHOWN IT IS INTENDED THAT THE DRAWINGS INCLUDE EVERYTHING REQUISITE MATERIALS IN A TIMELY MANNER. UNINTERRUPTED COMPLETION OF THE PROJECT. ALL WORK SHALL BE DONE BY FIXTURE INDUCTION UNIT COVERS, GRILLES. REGISTERS AND O-HER SUCH EIXT - MECHANICS SKILLED IN THEIR TRADE AND SHALL BE INSTAL-ED IN A NEAT AND COMPLY WITH ALL CODES OF 'AND NECESSARY TO FINISH THE ENTIRE WORK PROPERLY, NOTWITHSTANDING URES OR DEVICES ARE IN PLACE THE FACT THAT EVERY ITEM NECESSARILY INVOLVED MAY NOT BE SPECIFICALLY 11. THE STANDARD SPECIFICATIONS OF THE MANUFACTURERS APPROVED FOR USE WORKMANLIKE MANNER IN ACCORDANCE WITH THE BEST TRADE PRACTICES. PLUMBERCERTIFICAT/ON NEW YORK STATE & TOWN CODES MENTIONED OR SHOWN. ANY ITEM WHICH MAY BE REASONABLY CONSTRUED AS IN THE PROJECT ARE HEREBY MADE A PART OF THIESE NOTES WITH THE SAME gl LEAVING ALL FIXTURES AIJD EDUIPrv1ENT IN AN UNDAt,14GED, BRIGHT, CLEAN ON LEAD CONTENT BEFORE FORCE AND EFFECT AS THOUGH HEREIN WRITTEN OUT IN FULL, EXCEPT THAT 17. ANY MATERIALS DELIVERED OR WORK PERFORMED, CONTRARY TO THE DRAW- AS REQUIRED AND CONDITIONS OF INCIDENTAL TO THE PROPER AND SATISFACTORY COMPLETION S THE WORK IN POLISHED CONDITION- CERTIFICATE bF OCCUPANCY WHEREVER THE DRAWINGS REQUIRE HEAVIER MEMBERS, BETTER QUALITY MATER- INGS AND SPECIFICATIONS AND APPROVED SHOP DRAWINGS, SHALL BE REMOVED I ACCORDANCE WITH THE INTENT OF THESE NOTES AND DRAWINGS IS HEREBY N� SOUTHOLDTOWNZBA IALS OR ARE OTHERWISE MORE STRINGENT, THESE MIORE STRINGENT REQUIR- BY THE CONTRACTOR AT HIS OWN EXPENSE, AND THE SAM= SHALL BE REPLACED SOLDER USED IN WATER INCLUDED WITH OTHER MATERIALS OR WORK SATISFACTORY TO THE ARCHITECT THE hI CLEAN AND POLISH ALL HARDWARE, AND OTHER, METAL WORK EVENTS SHALL GOVERN. SUPPLY SYSTEM CANNOT SOUTHOLDTOWNPLANNINGBOARD CONTRACTOR SHALL ALSO ASSUME THE COST OF REPLACING THE WORK WHICH I) DO ALL OTHER CLEANING AS REQUIRED TO TURN THE BUILDING AND EXCEED 2110 OF1%LEAD. MAY BE DISTURBED. PREMISES OVER TO THE OWNER IN A SPOTLESS AND ORDERLY CONDITION. _ 3DUTNDLDTDWNTAUSTEES _ V N.Y.S.DEC REV/BIONS ' ABBREVIATIONS SYMBOLS-MATERIALS SYMBOLS-DRAWING LIST OF DRAWINGS STRUCTURAL NOTES PLUMBING 041 OESCPTPFION - ALLPLUMBING-WASTE--- --- — RE TA WST110RM-1�A'YER R �F�E T EACH AT JET JOINT EARTH owc NO C-01 COVER SHEET & NOTES 1) REFER TO BUILDING PLANS FOR DESIGN LOADS AND ADDITIONAL SPECIFIC ATIONS 4) STEEL WATER LINES NEED AF.F. ABOVE FINISHED FLOOR JT JOINT ELEVATION INDICATOR �EST�NCFHFOF �ppVppRNG TOSECTION45-10C ALUM ALUMINUM LAV LAVATORY sH[[T No. a. ALL STEEL Sr1ILL BF VO LIr I H E rv� LD UR ,PEC ' BLOC. BUILDING AROWrecT Lac LOCATION NRY _ — A-0 SITE PLAN TOWN C BD, BOARD LP LOW PONT GRAVEL BUILDING SECTION INDICATOR 2) THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE REMOVAL TA AND BRACING b. ALL CONCRETE OkM ORCIN , EEL SHPT L BE GRADE 60 MINION BLOC. BUILOINc MAs MASONRY � o o°a �seecreu A-02 CELLAR/ FOUNDATION PLAN AND DETAILS AS REQUIRED FOR ALL STRUCTURAL INSTALLATION AND REMOVAL T4SK5 AND SHALL (ASTM A-432) DEF01<MED '�.- :� pIEDAgC, BCR. 'LOCK MAT. MATERIAL HAVE SOLE RESPONSIBILITY FOR ALL DAMAGE OR INJURIES CAUSED Bl' c ALL CONCRETE REINFr I _ _ FLED BLOCKING MAX, MAXIMUM A-03 FIRST FLOOR PLAN AND DETAILS Rl,d"G ALL BE, WELL DETAILED, CAREFUL LI' �5 µEVIN BOT. BOTTOM MECH, MECHANICAL REIN CONCRETE g- J SECTION INDICATOR THIS WORK AND SHALL REPAIR ALL DEFECTS AT HIS EXPENSE, PLACED, RIGIDLY _JPPORTE[` NEL_ TIED WITH BAR SUPPORTS, AND G� �F6 Cr CAB. CABINET MTL METa. A-03.5 FIRST FLOOR FRAMING DIAGRAM 4Z e� CEM CEMENT MIN MINIMUM -- -- SPACED IN ACCORDANCE W':H THE MANUAL OF STANDARD PRACTICE a 'T, CMU CONCRETE MASONRY UNIT Mo. MASONRY OPENING e--f I DETAIL INDICATOR A-04 SECOND FLOOR PLAN AND FIREPLACE PLANS AND SECTION 3) WOOD (ACI315 65) CPT CARPET MTD MOUNTED ® PLYWOOD a. ALL LUMBER USED FOR CEILING JOISTS, FLOOR JOISTS, RAFTERS, HEADERS, C.r CERAMIC FILE NAT, NATURAL '- A-04.5 SECOND FLOOR FRAMING DIAGRAM AND BEAMS SHALL BE DOUGLAS FIR, NO, 1 GRADE OR BETTER WITH 5) CONCRETE CAT CEILING HEIGHT N.G NOT IN CONTRACT 1 OLD CEILING NO NUMBER A-05 ROOF PLAN AND INTERIOR DOOR SCHEDULE FB - 1000 PSI. MIN. /DJD E - 1,700,000 PSI MIN a ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVT STRENOTH 25365' JO Cc CLOSET NTS NOT TO SCALE WOOD FINISHED A COLUMN LINE INDICATOR b. ALL PRESSURE TREATED LUMBER SHALL HAVE FB 1000 PSI. MIN. AND OF 3,500 PSI AT ZB DAYS. FOF, NE`)'L COL COLUMN 0c ON CENTER A-05.5 ROOF FRAMING DIAGRAM AND EXTERIOR DOOR AND WINDOW SCHEDULE CONIC CONCRETE OPG OPENING I E - 1,700,000 ,PSI, MIN. b ALL CONCRETE SHALL BE AIR ENTRAINED NOT LESS THAN 57 AND CONST. CONSTRUCTION PART PARTITION WOOD BLOCKING X'-X" A-06 EAST AND NORTH ELEVATIONS c. ALL OTHER LUMBER USED FOR STRUCTURAL APPLICATIONS SHALL BE NOT MORE THAN 7L BY VOLJME OF CONCRETE. :�'" ��� 7 - � -3 CONTR CONTRACTOR PLYWD. PLYWOOD DIMENSION LINE T DET DETAIL PSI POUNDS PER SQUARE INCH A-07 WEST AND SOUTH ELEVATIONS DOUGLAS FIR, NO 2 GRADE OR BETTER WITH FB - 900 PSI MIN. AND c, CEMENT RATIO SHALL COMPLY WITH ACJ 31 OC DIA DIAMETER R STAR RISER E - 1,600,000 PSI. MIN UNLESS OTHERWISE NOTED. MRSCEAn'b �I, COPYRIGHT Z90A DIM. DIMENSION REE REFRIGERATOR/REFERENCE CONCRETE BLOCK A-08 BUILDING SECTIONS DN DOWN REDD REGULATIONS ® ELEVATION INDICATOR d. PROVIDE 2 INCH MIN. CLEARANCE BETWEEN COMBUSTIBLE STRUCTURAL 6) FOOTINGS Pro✓Ecr /MUNE DWG(S) DRAWNGIS) REEF. REINFORCING A-09 SECTION DETAILS MEMBERS AND MASONRY CHIMNEY OR APPROVED METAL FLUES. a ALL FOOTINGS SHALL BEAR ON UNDISTURBED SOIL REQUIRED Ea EACH REO REQUIRED AIR e. PROVIDE WOOD BRIDGING OR BLOCKING IN .SOLID LUMBER ASSEMBLIES AT b DO NOT INTERFERE WITH BEARING SPLAY OF EXISTING FOOTINGS E N C E 11 FLEc ELECTRIC REDUIREo GYPSUM BOARD A-09.5 SECTION DETAILS ELELEV ELEVATION RM ROOM O NORTH ARROW 8 FEET ON CENTER MAXIMUM. c. CONTRACTOR SHALL MMEDATELI'A a YppR `' �^)F POOR S EXIST, EXISTING SCHED SCHEDULE A-10 FIRST AND SECOND FLOOR REFLECTED CEILING PLANS C PROVIDE FIRE BLOCKING AS REQUIRED AT ALL WALLS, CEILINGS, AND OTHER CONDITIONS AND/ OR DAMAGED, DEfR 1f VCK °W C4�FOWdDAIIUN'-•EO=R,L t7,,,i.EIlM�CIVIyO��ffTH�`�E EJ. EXPANSION Jowl SECT SECTION RIGID- INSULATION VESTIBULE ODES 6Y-NCYV Tl�RI 41`01 ./ 2r EXTERIOR NIM SIMILAR SPACE/ROOM DESIGNATION A-10.5 DETAILED INTERIOR PLAN, ELEVATIONS, AND SECTIONS CONCEALED SPACES. AND FOOTING CONDITIONS DIS g 3-d y-B.P _130g/or:; ' FN FIwsH/FINISHED scwD soup CORE wooO DOOR C3`w vc g. ALL INTERIOR STUD WALLS SHALL BE CONSTRUCTED OF 2 INCH BY 4 INCH j FIxT FIXTURE SPECS. SPECIFICATIONS A-11 KITCHEN AND MASTER BATH- PLANS AND ELEVATIONS WOOD STUDS AT 16 INCHES ON CENTER MAX1577, BY. �._ C /L' P/T0616R'14 ✓ r FL FLOOR STD STANDARD BATT INSULATION FEE: F.R.c.w B. FIRE RETAROENr cvvsuM sreucT. STRUCTURAL ® 0 DOOR NUMBER A-12 BATH PLANS MO ELEVATIONS h. PROVIDE SOLID BLOCKING UNDER ALL PERPENDICULAR PAIRTITION WALLS NOTIFY BUILDING DEPARTMENT AT OL r �Q�47�qNOF I wuLBOARo susP SUSPENDED AND DOUBLE JOISTS UNDER ALL PARALLEL PARTITION WALLS. DO NOTPROLwiEEDW�RL NAI LING3CClIUIViCTIONS FT FOOT/FEET SW SWITCH 1111 SBS-1502 $AM TO 4PM FOR THE F.P FIREPROOF T.E. TOILET EXHAUST STEEL, METAL Q WINDOW NUMBE MEP-01 CELLAR MECH & ELECT PLAN, LIGHTING AND PLUMBING SCHEDULE i. PROVIDE DOUBLE JOISTS, HEADERS AND TRIMMERS AT ALL FLOOR OPENINGS FRA INGUNTILSURVEY rrrLE AND STAIRS, UNLESS OTHERWISE NOTED. FOLLOWING SiSPECTI0N8: REQUIRED. GA, GLACEoOF,sELF-cLOswc TO TONGUE M GROOVE MEP-02 FIRST & SECOND FLOOR MECH. & ELECT. PLANS OF FO NDATIONIOCATION GA GLACE TD TOP OF ® �7 1, FOUNDATION REOINHED COVER SKEET & NOTES GL GALVANIZED THP. THICNNEss/THICK HAS BEEN APPROVED. GL Guss TrP TYPICAL BRICK � 1 MEP-03 SEWAGE DISPOSAL SYSTEM PLAN AND SECTION FOR POl1R6p CONCRETE I G.W B GYPSUM WALLBOARD U,L. UNDERWRITERS LABORA70RY2 ROUGH - PRIMING & PLUMBING OArE GYP. GYPSUM VCT VINYL COMPOSITION TILE HCWD HOLLOW CORE WOOD DOOR VIE VERIFY IN FIELD / PIC, JANLJARY 2004 HDCP HANDICAPPED INLC WALK IN CLOSET 4 FI COMPLETE RUCTFOR C.O.� SCALE HOAR HARDWARE IN WO WATER CLOSET CODE COMPLIANCE r ENERGY CONSERVATION HVAC HEATING VENTILATION AND W/ WITH � AIR CONDITIONING W/o WITHOUT ) HORIZ HORIZONTAL WD WOOD ALL WORK AND MATERIALS FURNISHED SHALL COMPLY WITH, COUNTY SUFFOLK ALL CONSTRUCTION SHALL MEET THE NOT TO SCALE Hr. HEIGHT WH WALL HUNG r, RE UIREMENTS OF THE CODES OF NEW HP HIGH POINT WP WEATHERPROOF -BUILDING CODE OF NEW YORK STATE (2002) 1 / WINTER DESIGN DRY-BULB TEMPI 11 YORK STATE. NOT RESPONSIBLE OR NNDL, INSULATION W,R WATER RESISTANT SUMMER DESIGN DRY-BULB TEMP.: 83 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WWM WELDED WIRE MESH -RESIDENTIAL CODE OF NEW YORK STATE (2002) DESIGN OR CONSTRUCTION ERRORS. oEsrcNEoa, . PB SVV COINCIDENT WET-BULB TEMP.: 74 -ANSI/ AF&PA WOOD FRAME CONSTRUCTION MANUAL (2001) HEATING DEGREE DAYS 5750 SUBJECT TO DAMAGE FROM CAA✓N 9r' sIN KEY - PARTITIONS -ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE (2002) ZONE: 11B GROUND WIND SEISMIC WINTER ICE SHIELD FLOOD -SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SNOW SPEED (MPH) DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UINDERLAYMENT HAZARDS cvEcrEo Br, B EXISTING TO BE REMOVED NT ONALC BOARDEOFOF01 FROMUNDOERWR TFERS E(1995 AND OF SOUTHOLD SUBSEQUENT ADDENDA) TORE THE BEST OF MY SECTIONS KNOWLEDGE, G BELIEF GNEDIANDEPROFES MODERATE SLIGOHT 11 DEG. REQUIRED Omp NCY OR -DIVISIOXI OF REFER TO BUILDING VALUES LOAD CATEGORY DEPTH TEMPERATURE REQUIRED ______________ -ZONING SIGNAL JUDGEMENT. 45 PSF 120 B SEVERE 36' Yr✓c NATIONAL FIRE PROTECTIVE ASSOCIATION REQUIREMENTS ENERGY CONSERVATION CODE OF NEW YORK STATE (2002) CHAPTER 5, ' A1�' - PROPOSED - HEAVY MODERATE SLAW°FU -ALL OTHER FEDERAL, STATE, AND MUNICIPAL AUTHORITIES HAVING JURISDICTION RESIDENTIAL BUILDING DESIGN BY COMPONENT PERFORMANCE APPROACH. -L D EXISTING TO REMAIN -- - OVER THE WORK - - - - - - - — - - PATRICK BRENNAN - _- N.Y.S_LIC- NO 025365 - F LIA IAGEP PREVENTION WITHOUT CERTIFI A .LAN -- — — — --- - - — — — - - - — - -- -- — Or 0 CUP_AN " L�,740a ' �4 .D HEI .. LY SOUTHOLa TOWN CODET i � / PRO�CT OAtE CATCH BASIN AND DRYWELL SPECIFICATIONS / JANUARY 2004 - 36" x 36" x 48" TALL CONCRETE CATCH BASIN LAND NOW OR FORMERLY �° RE✓lsfONs ' l ~Q GATE OESCRJPTlON / 33" x 33" x s" TALL STEEL GRATE / OF : DEBORAH DOTY o0/ nom - 53" DIAMETER x 48" TALL CONCRETE DRYWELL FORMERLY EMERY MON -- �;�� 8/3/2004 BID SET 53" DIAMETER x 4" DEEP CONCRETE DRYWELL COVER Fp 0/FRO SOUTHOLD FOUND TOWN TRUSTEES q G T M p UTILIZE TOWN WATERT' ', JURISDICTION LINE 100' FROM WETLANDS ------ /� Nr p0 WSFD l _• - / o DRY STONE 18" FINISHED GRADE �� R�pfRTER I'!'f l �' - - - - - l RETAINING WALL / /( 1 - - _ - - - 100 GALLON j '� 11 - - - UNDERGROUNU L.P. TANK % FILTER FABRIC ' / - •� - o CATCH BASIN rINISHED ;. 64.09' - - -�- N '- - o TOP OF GRATE ERE DE V. 175' +/- / 11'40° E _ - - - - - - 11 No o ELEV.: 18.25' it x SLOPE JOINTS , ' ' - - ' .'m / - INTO HILL \ �, ,' - - ............ - v Z EXISTING TREE 12 _ STUMP TO BE _ O GRAVEL FILL ' PROPOSED 1 o m / __ _ FOR DRAIN REMOVED • DR WELL ... - / z O A \ X 1 4 � I - -•-•-•-. � \ "T <SfPT/OFRpM - w a . . .. o_ti � 0 MIN, / O • - r -� NES \WF CPRrV O POSED\. r ' 2 /v3Q /R f0 / �o TYPICAL DRY STONE RETAINING N �i ¢ ° ° \ \ I 1I l _ /I PRIN BCKON \ \ - . .\_ � \ \ amh�°/ SUBSURFACE ^'J WALL SECTION DETAIL \ ' ,� >!// SOIL TEST HOLE / o A SCA-E. NT s, •\ CIP PL G \\ i ^ "r,�j • / U7 TREET N 56032',34" W •\\ al i SIDE 53 TBP / �� FINISHED 1 Uh ;' % ELEV. 19.5 �� �: GRADE _221 7 3.3.12' •\� /' i GRADE SIDE �o � � ^ ELEV.� 17.6' , Q��' �CRUSHEID / $L FINISHED GRADE STONE / STREET \•\ i 22'pR �� � � \ i ELEV 19,2' / ELEV 18.5' .\ 97 / l OpOSE 7 PROPOSED \'V 96.1' EXISTING / / �� - –FINISHED STONE V. W ' 50' MINIMUM REQUIRED _ _- qpR OpOSELEV / LANDING DRIVEWAY FINISHED GRADE , FFINISHED AUTURE 16 3 / , ELEV.' 19 2' /ED L __ -----_ - - - - __' - - IEXP. POOL, ///����L///- 1 F % BELGIUM BLOCK FINISHED GRADE PROPOSED,' - �r ' ---_� - j CURB ° - /� ELEV. 15.8' r� / �' SEWAGE / N 1 , i DISPOSAL No TOP OF STONE WA �.G TO m EX. ELF_C SySTTMMET 0 / _� ZN � i SOUTHOLD TOWN : ELEV. 15.75' -RELOCATED BE' /� Q TRUSTEES 20 FEET ; i LSTAKED HAY / j •'IN �D F ED i /% EXISTING PUBLIC / WETLANDS BUFFER ; Y BALE BARRIER � �I ', WATER METER Z RES DENC , DRY STONE ' . F . E�.EV . ' / �J I� j Y; „ RETAINING WALL - FINISHED STONE EP-0 PROPOSED i REAR YARD < r� I , PATH ELEV. 19.T i i PUBLIC WATER 4/ m; ,' I •,J 2 DRY STONE �/ j SUPPLY LINE WALKWAY !") • � 1 UNj EXISTING HOUSE m _ i FINISHED' GRADE TO BE DEMOLISHED I , ELEV. IS 25' / IN ITS ENTIRETY �-T 0. WALL D'-o / 1 awry ii w -®s" _ , ELEV i 18 6' ___.._._- / /�V, PATRICK BRENNAN PRINCIPAL BUILDING ;' \ "T FRONT / `J ARCHITECT / YARD TIMBER DOCK SIDE SETBACK _ 3DA 06 3° 56'12'' E n ° i.:- �I '�� // /�/ �K E°IN9H 0 o 1 , X C) w JI EXISTING STONE N I '1 / WALL, LANDING, AND Sg5, 0 _ j ��� m , ? STEPS TO BE SALVAGED vn m d FOR LATER USE. STING N . . w �n ' •---• ..............Z,- L._._._._._._._._._._._._._._._._._._.-._._ T. ' •r-_' _•---_----_-_._._._._._-_._._._-_._._._._._._._. ._. _._._.!_.___. _ _._._._._._._-_._._ _-_._._._._._.- r r DRY STONE eO?5365, JOQ \ #\\ Q/k S 66°07'00° E 2418 '� RETAINING WALL GRADE OFNE`1'1 CONE BLKr'•_•_•_._._._._._._. \ /Ui i DRY STONE STEPS ELEV. 19.2' -/- 528 WEST 22"a STREET STRUCTURE O = LAND OF PROPOSED AND LANDING O MON. FOUND NEW YORK, NEW YORK 10011 \ LINE OF WETLANDS / O DRYWELL , / vj 212A891123 AS FLAGGED ON ^ /N UNKNOWN OWNER i 1-7-2004 , EXISTING © O.,YRIC.T 2004 \ BY ROBERT FOX ' DRAIN INLET ____-_-___-____ -____-_-_-_-____-_-_-_-----___-_____________.____L_---______-____________-____-_-________-_-_--_- -___--------_--_ PROJECT NAME \ MON. FOUND LAND NOW OR FORMERLY \ ,' LAWRENCE RESIDENCE SITE PLAN \\ - OF WIPF SITE WORK SPECIFICATIONS 800 WEST CREEK AVE. 1 PROVIDE PROTECTIONS NECESSARY TO PREVENT 7 REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE CUTCHOGUE, NY SCALE 11 - 101-0^ DAMAGE TO EXISTING IMPROVEMENTS PROTECT IMPROVEMENTS AS NECESSARY TO FACILITATE NEW \ UTILIZE WELL WATER R-40 IMPROVEMENTS ON ADJOINING PROPERTIES AND ON CONSTRUCTION SAW-CUT EDGES OF EXISTING PAVEMENT EXISTING GROUND. ELEV 18'-5" +/- - \\ ZONING N I N 1-FAMILY NON- OWNER'S PROPERTY RESTORE DAMAGED IMPROVE- WHERE REQUIRED — I'v \I DE FAMILYD CONFORMING EXISTING PROPOSED MENTS TO THEIR ORIGINAL CONDITION, AS \ TAX MAP- BASED UPON SURVEY BY ACCEPTABLE TO PROPERTY OWNERS. 8. LOCATE AND VERIFY LOCATION OF ALL UTILITIES PRIOR PROJECT NO DARK BROWN SANDY LOAM OL \ 1000-103-13-06 JOHN C EHLERS LAND SURVEYOR DWELLINGS LOTS TO COMMENCING WORK DO NOT INTERRUPT EXISTING 031001 1 6 EAST MAIN STREET 2 PROTECT EXISTING TREES AND OTHER VEGETATION UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER \ MINIMUM REQUIREMENTS MORE THAN RIVER HEAD, 8 11901 INDICATED RE REMAIN IN PLACE AGAINST UNECESSARY EXCEPT WHEN PERMITTED IN WRITING TE THE ARCHITECT BROWN SILTY SAND SM 20,000 CUTTING, BREAKING OR SKINNING OF ROOTS. SKINNING AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTI TTY Ttt[E 2' \ 631.369.8288 LESS THAN OR BRUISING OF BARK, SMOTHERING OF TREES BY SERVICES HAVE BEEN PROVIDED. PROVIDE A MINIMUM OF 41 PALE BROWN FINE TO MEDIUM SAND SP \\ ELEVATIONS REFERENCE 1929 NGVD. 631.369.8287 FAX LOT SIZE (SO FT) 40,000 39,999 25,104 25,104 STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED 4B HOURS NOTICE TO THE ARCHITECT AND RECEIVE SURVEYED 12-17-02 LOT WIDTH (FT) 150 - 135 135 MATERIALS WITHIN DRIP LINE PROVIDE TEMPORARY WRITTEN NOTICE TO PROCEED BEFORE INTERRUPTING SITE PLAN X AMENDED 02-05-04 GUARDS TO PROTECT TREES AND VEGETATION TO BE ANY UTILITY.000RDINATE WITH UTILITY COMPANIES TO 5' BROWN CLAYEY SAND SC LOT DEPTH (FT) 175 - 241.89 AND 24986 24189 AND 249.86 LEFT STANDING. SHUT OFF SERVICES IF LINES ARE ALIVE \ 3. REMOVE TREES, SHRUBS, GRASS AND OTHER 9. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS 7' BROWN FINE TO MEDIUM SAND SP FRONT YARD SETBACK (FT) 50 40 58.5 46.0 VEGETATION,IMPROVEMENTS, OR OBSTRUCTIONS AS WITHIN A TOLERANCE OF PLUS OR MINUS 010 FOOT OR 1 NOTE SIDE YARD SETBACK (FT) 15 15 185 u 39.5 205 G 20.6 REQUIRED TO PERMIT INSTALLATION OF NEW UNTIL SAITSFACTORY SOIL WITH SUITABLE BEARING SCALE 9, BROWN CLAYEY SAND SC \ _ CONSTRUCTION CAPACITY I5 REACHED AS NOTED '\ THE SURVEY IS THE BEST INFORMATION CONCERNING BOTH SIDE YARDS SETBACK (FT) 35 35 58 41.1 4. STRIP TOPSOIL TO WHATEVER DEPTHS 10. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, PALE BROWN FINE TO COARSE SAND SW \ EXISTING AND PROPOSED SITE CONDITIONS IN THE ENCOUNTERED IN A MANNER TO PREVENT INTER- FREE FROM IRREGULAR SURFACE CHANGES. PROVIDE A 14' '� POSSESSION OF THE OWNER, BUT THE OWNER AND REAR YARD SETBACK (FT) so so 961 97.7 oEsrcNEo e» PB SW MINGLING WITH UNDERLYING SUBSOIL E OTHER SMOOTH TRANSITION BETWEEN EXISTING ADJACENT OWNER'S AUTHORIZED REPRESENTATIVES ASSUME NO LIVABLE FLOOR AREA (50 FT 850 - 1,650 3,265 OBJECTIONAL MATERIAL STOCKPILE TOPSOIL ON GRADES AND NEW GRADES CUT OUT SOFT SPOTS, FILL 16.6' PALE BROWN FINE TO MEDIUMy SAND SP RESPONSIBILITY FOR THE CORRECTNESS OF THE PER DWELLING UNIT) SITE FOR FUTURE USE. IN LOW SPOTS, TRIM HIGH SPOTS TO CONFORM r0 oRAwN e» SW SURVEY INFORMATION AND MAKE NO REQUIRED SURFACE TOLERANCES \ REPRESENTATIONS REGARDING THE ACTUAL SITE 5. REMOVE HEAVY GROWTHS OF GRASS FROM cMEcrEo e» PB 23' WATER IN PALE BROWN FINE TO MEDIUM SAND SP \ CONDITIONS THAT MAY EXIST AREAS BEFORE STRIPPING. WHERE EXISTING TREES 11 SLOPE GRADES TO DIRECT WATER AWAY FROM '� MAXIMUM PERMITTED DIMENSIONS: ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL BUILDINGS AND TO PREVENT PONDING. IN PLACE WITHIN DRIP LINES TO PREVENT DAMAGE SOIL TEST HOLE \ OT COVERAGE (z) za 20 6.5 z.o oRAwrNCNa _ TO ROOT SYSTEM S SEED DAMAGED AND GRADED AREAS. PROTECT W 2 BUILDING HEIGHT (FT) 35 35 13 2 20.4 SEEDED AREAS FROM EROSION AND TRAFFIC WATER AND scue H r s \ _ 6. COMPLETLY REMOVE STUMPS, ROOTS AND OTHER MAINTAIN SEEDED AREAS UNTIL GRASS HAS GERMINgTED, WATER WELL NUMBER OF STORIES 21/2 21/2 1 2 DEBRIS PROTRUDING THROUGH GROUND SURFACE A - 01 TEST HOLE DONE BY �� �AT ADJACENT PROPERTY FILL DEPRESSIONS CAUSED BY CLEARING OPERATIONS McDOTEST ALDHOLE GDOSCIENCE WITH DEPRESSIONS SOIL MATERIAL. VH/J Ea; H-d-d 0-h Low P-d; JPJ,20]- d J, ,1F Pr 69'-6" EDGE OF I G Ppa�cr OH7E BOND.PIER COL 6'-9" 27'-2" 29`0" ' CARD VE) JANUARY 2004 T 1 __ LINE OF WOOD 8" 3 4 aEvrsiays n-oa 7'-0" R L \ (ABOEPB66 :. _______-- _ ___ I---------------------------- -- PORCH- 2/z„ 3 ' P1-B 8j1 -LINE OF CONC. aarE oEsca/Pnar✓ w T.O. FOUNDATION BLUESTpD EPOST BASE j FOOTING (BELOW) 8/3/2004 BID SET EDGE of 6"x6" P.T- COLUMN CONE.PIER ' (ABOVE) �471 - �I VENEER cant PIER = 1 -I BARS @DNF. HORIZ Y T.O. BLECONC. WALL W/ (ABOVE) - - - - - - - - = VERT a 21"x21" R61 I I T.O. FOOTING I I I PIER W/ 5 BARS AND •5 HORIZ. a ELEV: 14'-0" CONC. APRON EDGE OF 1 ox a) ro m T 0. FOUND. 1 •5 VERTICAL AND 1 w FOUNDATION I ELEV 18'-11'/z" °; I ELEV 17'-5" HORIZ BARS @ 16" o.c. I COL ---- --" - -"- L_________I (TYP ) °' (QCVE) 'ic\ 4 1 T.O. FOOTING \` cot BLDG - + I ELEV. 16'-0" PIER _ - m _ ---Ir .\ DOUBLE 2"x B" )ABOVE) STL COL, 4 O _ b BEAM POCKET T.O. FOUNDATION T 0. FOUNDATION JOIST (ABOVE) G r-______--I M N PIER b o 8"x16" VENT I ELEV: 19'-9" ELEV 19'-9" 1 q CDL TOP OF PIER T )naovE) W/ INSECT T.O. FOOTING - r - l9'-2)1, ' PIER b ELEV: 14'-0" —1 PER a N 1 o ELEV= - 1 4 IOL Cot a SCREEN - \\\\ t PIER IAPU VEI IPBI VE) A-OR - ENT TO VF 12'-0" 7'-2'' v7'-2" eLoc.-I -Ir- CRAVE " 12'_0"TYP. _-________._I - ------- IN O I� -- N G" RLoc WOOD LATTICE W ` _ __5__5__ \\ BEAM N 4" 5.. 6 8' �, ING TRIPLE 7�� 5 _ 14 - SLAB1 1 L 'x4" P.T. NAILER 5 DE P.T. 12'_ 1 x10 T.O. FOOTING BWESTONE ELEV 13'- EP BEAM SEAT. ELEV: 13'-5" n-oe VENEER (TYP ) - -=I - - -_- -, �I AND OO CMIL 1 2 O" TYP. 8' B' A T.E. FOOTING r A R SEAT ELEV: 18'-5/4 ELEV 13 FOG F PIER.EINYPC'NC. - N F, T.G I 9C2}2yER 4 - T_ --I iM 3 -11/z yQ OAL TYP CORNER PIER PLAN DETAIL BEAM) - DOUBLE -- noz _ _ _ _ _ _ _ _ 1 } PIER a _ - I _ PORE N PORCH .o EDGE OF r BEAM PT (TYP. Coi EocE of >{ ON COMPACTED I °N A scuE 2"x10" q -_ r - - - - r _ _ 1_.___ -. - _F -__LINE OF WOOD 12" _. �' N ti yt�j , 1 j VENEER �neovE) x5 - DOUBLE CONC,PIER CO 12-- 2' P T. - i° PORCH (ABOVE) _ __-___-._.__+- 1 I___ __ EATS LI x10 �PEPe - "-- 1.�T r= n 1 Ig' 2', " 8" 12 TH. CONC�I_ 2 44,e �^ ELEV: OTI a L-- m BLUESTONE -_ S�� BEAM SEAT 3 4'O YP__--- __--_----__ mO < /"-7.O. FOOTING OTIN I EO.VFo8 ND.I/z" d o 1 .c P m 11 NE OF CONIC.FOOTING (IBELOW) 0' T.0 FO 1 WOOD LATTICE (TYP.) _ Li y N o 1 1 FOOTING (BELOW) Go 111 Y-4'' 4''_____� ) —��--� _ v. „ELE FOOTING ______ __ _____�' ______________ ________ ____ _ ____.__I ___-_ i ` _ 61%6 ON - •EPB66 ELEVATED POST BASE o a __--____ ___ P.T. COLUMN n T.O FOOTING „ , 1 REP L COL -� (ABOVE) ELEV' 10'-511/2' y s' STEP \ ,FBovEI _ _ _ y /z e T.0 FOUND. '> P v o 1 ELEV 18'-Ill _ __- I t- iii A 02 FOOTING DRAIN 1 - 4"x T'' BEAM 1POCOKET. v �1 (� 3111 T.0 FOOTING _ 24 0/z N ELEV: 19 2Yy' 1 ELEV: 10'-S'/z" "� iO TOP OF PIER IABovE) - ___ CONIC A � F_� T' DAYLIGHT 1 �i1 in �I � CCONCTOROL. WDLL %TYP.) 11 I /2 ELEV: 14'-GRADE ry � � I- -�- 1 8" REINF. INVERONIC. PIER PIER & DRAIN TO 1 i6" WIDE x 4" DEEP 1 f FINISHED 7 ---- BARS CaL 12' TH Mao FINISHED GRADE AND 5 ERT. BARS iD FOOTING (BELOW) T } 4 1 •5 VERTICAL AND HORIZ. � � ELEV: 18'-3" "� BARS @ 16" o c. (TYP ) C, WOOD ATTICE o (TYP.) I'I LINE OF WOOD 1 BEAM ELEV POCKET. BARS 'i 0o CONICFO7WALL �OOT GN 2 0 T.0 FOUND, WINDOWA PRRIWELLD N _M "-wIN 2"x4" P T. NAILEIN R A R 11 23 E B 11 8 PORCH (ABOVE) TYPIC L PORCH PIER PLAN DETAIL LINEELEOF WOOD WOOD LATTICE III 1 3/2"x3i/z"xi/4/z 1 1 ELEV: 15'-81/z- =�' FOOPTING 0NC(BELOW) B3', xB" P.T. JOIST @ 16 T.O, FOOTING I�—TYP — m / ' 1 STRUCT TUBE II _ _ —FO12"O INGCO(BELOW) 6'/: TEP 8 - --—_-�NC. ___ �,� - - RIM SINGLE 2" P.T cont a �olVIF ELEVATED POST BASE o.c STAIRS (ABOVE) r-- - - - COL - REINF. W/ - F---� o (IBOVE) Vx8" FASCIA ELEV 19 SIMP n/i 6 IMPSON EPB6 FINISHED CH BARS OL io ________ ___ _I' CELLARSn"wL. EACH S' DIRECTION o m _----__-= M 1 h +-r_r_________ MOVE) CIE. (1) PER BEAM CONNECTION - BEAM - DOUSL.ER2"x10" P TPIER . E-- T I .� cAeovEl 1 PIE W/CONIC j `n "' 1g• 2'-0"YP 014-01�n1 /� L�_0�� OAT EELEV:^i 8'_5" 1I 10 W 7 4 = _ LINE OF N n "T ELEV )s 5 W STONE IC, CL 8.. t '_ 3. T. REINF. W1 4 tTAR CONT BTYP STONE 1 �, m TYP. LINE SST/ 31/2"x31/z"xt/4" BARROIERVAPOR' I ao P I A-ofi m o To BE CcKET o « BLUESTONE VENEER r EEEv i6- '/, Lo I 1 o 1 1 1 FINISHED GRADE. 4' x5" BEAM POCKET. P AT R C '� a-oe i� _ GIRDER (ABOVE) li STRUCT. TUBE COL. 11 6 D 4 2 1 - - - - - R E_ N (\IAN I_.__-__.__�.�_ _!_�-_�_.__ _.__-_-_____-____-____._ _--_._.-._____.__-____._ - __ j _____�__. - Bloc, ELEVATION VARIES RLoc.a - " CONC. WALL W/ _ 0 1 1 1 ARCH TEC T WIN m •5 VERTICAL AND r�=1 _ 3�� 8" 11 ' THICK NARROW TO HORIZ BARS 1 --T 0. FOUNDATION o A-o> T.O. FOUND. ry WOOID FRAMED 1 1 ,xK �l 1 11" 8" THICK REINF. CONC. PIER T.0 DOTING 1 I @ 16" o.c. IT STAIRS AND M1 1 ELEV: 18'-11/2 ' W/ •5 VERT. BARS ELEVI ELEV: 16'-3/z EACH DRE TIO DOTING 3'' r' WOOD SAN--- - I_�'�3'-11" - o f « �Cj u AeRF/F 13'-5" T.O. LEDGE AND 5 HORIZ. BARS P C (BELOW) REINF. W/ 1 4COL r 5 VERT In 1 ; _ _ _ - --_ L•'r n ^T ns' - 0l 1 1 „I L -_-_ m__. - coL -5 CONC.IA2.. N _ _ _ ALL W/ L T 0 PIER b 1 y 1 o _ _ 4��xg 1 srL, coL LT•7==__ ( BOLE) LF.D. (TYPRIZ. 2�I3�. S TF r y 4 1 BARS @ 16" ., �neovE) = j;p ' 1L 1 " BEAM POCKET '� 11 - r ��� 7 L 8 REINF. I 1 SEAT ELEV 18'-01/z" 1 1 �o --- V- +__ CONC. E O.VFOOTING—_/y /z" �' 0253651 JO N _-_ - n .1. r _11� -_--1 PIER. (TYP.) i j o �s I/z sTL voL, IL ___ __ ' ____ =0J �ABovE) C TYPIC �FNE`N Go I E -- 3 x3/2"x1/4" —T.o. FOOTING AL PORCH PIER SECTION DETAIL 526 WEST 22Ru STREET 1 ELEV ID'-51/2 NEW YORK, NEW YORK 10011 12 81 PSR 14 -8 - -�-� a�5" CONC. SLAB = CONTROL JOINT (TYP ) 10 2 V 3 , 0 COPYRIGHT T 2 WCT. TUBE COL 1 L _ - _I_ _ _ - _ _- _ GYP BD @ CEILIINGATED STR 1 1 1 2 STR wle ELEV: VFOUND/2 , I ` *'1 NG W40xW4/040N ,� NCT. TUBE COL. srL aoL3 sZ� �`DL. �4 1 fI 2P FINISHED GRADE 2"x8" xg © coPrRICNT 2o°a 8' TROL CONTINUOUS 4 T.O. FOUND— o I ELEV: 14'-7" ' MUD SILL �o✓Ecr nwNE No 0 o PIER 'I ELEV 18'-11'/z" 10 MIL VAPOR BARRIER in 8" CONC. WALL W/ 1 Ln o - T.0 CONIC PIER II 1I 1 MECHANICAL AREA -5 VERTICAL AND HORIZ. ; na o FINISHED GRADE CEMENT STUCCO FINISH f o c A-oz CLEANOUT 7 iia BARS @ 16" o.c (TYP ) " a � P 1 Al I ° n-oz ------ !CL ELEV: 18'-5" - n FINISHED GRADE VFo6uNDnr LAWRENCE RESIDENCE ELEV. 15'.10/2" j t__I 6 4 4' 5'-93/4 _ 5 17 G M o 800 WEST CREEK AVE. 91/2 H n li ti °N CUTCHOGUE, NY 4-- - - -- I 1DOC)R g�� MECHANICAL PIER 6 N 1 g w �A9ovEI I HIGH LOW _ FLUE INLET T I T.O. FOOTING 1 (MAKE-UP 1i_ --- L SEAT ELEV 18'-0/z" ., WINDOW WELL - N LINE OF GIRDED aao✓Ecr No BOILER 4"x8" BEAM POCKET. 2"x4" P T. BUCK ELEV: 10 5/z ' 1 , 1 I (ABovE) 1 031001 GE Do I 1 AIR VENTS N Ir �— ONCRETE a-oI/a sTE4 o i R x8" BEAM --T.O. FOUND. I 4" ----`-- F POCKET 1 I o ELEV: 15'-BI/z" n 0 rir[E 13'-B" Myo^ 2'-5/4 M ___ 7 -1 ELEV: STORA a 6�- STEP y s 17 10/2 i m ', j P PREFABRICATED MTL CELLAR/ T 3 4" TYP 1 zR a 67 E SE T.O. FOUND./z e _ -� —`�FO---- � 1I 2 c iz^ STEP N J W n I') WINDOW WELL ELEV: UND FOUNDATION PLAN 4 a ELEVI 12'-0' ---I v 2 -0'' N r DAYLIGHT 1- uP 1-- LO FOU 1/z CEMENT SILL AND DETAILS 11 1 ND. of 1 PIER N T.O. FOOTING 1 M a__-_ DRAIN FOOTING DRAIN- 0, L ELEV 12'- O 1 /------J ,� 2"x 4" P.T. BUCK - _ T.o Fou ELEV 15 4ccNC PIER = - - �f - _ _� r -___ _ ELEVF87Tp� _ _ _ _ _ __ _ NE - __ ___ _Fl ___ 1e_ 3 � \ 2" RIGID INSULATION/TION COL _ _ —___-- --- -' - AS NOTED IAeovEl a DRY STONE —� \ _D STEPS AND P RETAISTONE ALL EocE of I T 0 FOUND I DRY NING ELEV 14'-11" EDGE OF CONC.PIEP OESlGNEO BY. P B S W T 0. CONC. PIER WATERPROOFING SW (T Y P.)19'-2y4,, 9 23/a LANDING T 12T.O. STONE WALL A-o> „�„ CEMENT CANT ORAwN Br. ELEV 14'-3" 4" 5" B'-7" 12'_0" 3'-4" 2'-6" 12'-51/y" 2'_43/4" T.o FOOTING cvEcrEo eY. PB B'-7" 18'_1" 17'_4" 7'-0" 20'_6" - - ELEV. aAawrNC NO 24'_61/," 24'-5'1 69'-6" //A\\ EDGE OF c' IE PIER b BLDG. o00R WIN /---� O CORO PIER (PIER PIER b V COL )oa°vE) co"``B0VE1 EL COL.. WINDOW WELL SECTION DETAIL cIG CELLAR AND FOUNDATION PLAN b OEM POCKET D (ABovE) - 1 sc,aE v« - r-°^ scaLE.Yi' . r-o•' 'FIA F"L H-,_'I VLl, A-J[ A9n 9.22u.L1 R d± JII AM -_ P T POST 27,_2' 69'-6 BELGIUM BLOCK COL PRO✓Ecr aarE 6 9 CURBING 4-'x 11/q JANUARY 2DO4 4 EDGE OF WOOD 1" 91/q" 1" z 7'-0" BLoc DECKING 01 „ 51/2' 2„ REVISIONS ( EXTERIOR SHOWER \ LINE OF BLUESTONE OUTE OESCRlPT70N HEAD AND VALVE PIER (BELOW) 5" CONC, SLAB REINF. — 8/3/2004 BID SET EDGE OF— CONC.PIER W/ 4x4 W4 OxW4 0 _ ' + STOR ' WALL COMPACTED FAND 10 ME ILL ELEV.: ELE(VDAG)EO WOOD STAR 2"x6" EXTEROAND ,1 FACIA (BELOW) _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ I __ _ _ _ _ _ - - - _ -- - _ COMPACTED ON a n PI H PER 12 �, ,• - - - _ - - - - - - -- - - - - - - - - - _ - - - - (BELOW) ELEV 17'-6" _- 40 _ HANDRAIL TC ED /B - 6x6 P_T. PVC U w 4.5 sTeP WOOD COLUMN , DRAIN TO OooR o BRa 167n38 —T STEP 0 DOOR E o 2-CAR GARAGE o BLDG I 2"x6" EXTERIOR T E 1 (5421 SF.) j I WALL W/ COL a ww IDRYER 1 ' m In _ R-21 BATT PIER o 6" ' - 6'-0^' : 6/z ' 2'-0" POST- PIER 4 Q (eELaw) _ - 4 P.r POST- PIER COL a COL e INSULATIO - (BELOW) PIER PIER (TYP.) 3 CONTROL JOINT---\ co._ ___. _ _ _-_ ___ _T.___ - -_- .E-. -_ _ _ n (BEGOWI IeELOw A-aa fj- Q = eLDc N WASHER 24 I' CN _ IA CH N - N DR BLDG FINISHED 1 AUN s^ STEP W 4x4 SLAB REINF � t2._0,. � 12'_0" 7,_2,• T-101A 3'-11/z' Y - W/ 4x4 W4.OxW4.0 AND MUD ROO - 1 10 MIL VAPOR BARRIER _ c ___ SHIM AND (1123' ON COMPACTED FILL 39 m BLOCKING SPACE n-os GRADE (57 S.F.) - CLADDING NG (T A ELEV: 17'-7" ''I j N CLADDING (TYP.) EDGE oP A 0a 23 _ PITCHED /B" PER T1 '1 ONO PIER (BELOW) d' —. - -- ---R' 7BREEZEWAY' - A / POOPuNE DF 01117 _ LINE aF UONcWOOD BASE coL TO _ _ -_ _ _ -_ ---- --- -- --- ---- _- -- --- -- ----- -- ELEV. 20 -0° tSI WOOD HANDRAIL BELGIUM '� o PIER (BELOW) 1 q" - ---_ � - - - � - - 6., (51 S.F ) �, BLOCK APRON `O m 31/2^ _-___-_--__-__--_-_— wr C 2"x6" EXTERIOR PIERFBELow) N PLAN DETAIL WALLy r') j22 N ASCALE. 3" . I'-0"_ �_ 'O n CC BELGIUM BLOCK 111/'„ —_-___-_- CURBING 1.. 91/4, 1,. _______ -N O .A c. o _ o_ a LANDING ST NE \ o O �CE _— 0 6"x6" NC POST n-O3 _____ �� PANTRY 0 O ?.. .o'' a ;ELEV 19 5/2 W 12 x12 o O o 0 0 01 51/z ' 2'f B / N i.V.CAB BOOKSHELF _ P.T u W/ LINE OF BWESTONE O1 CLADDING 3 - / TF DEN 21 DAR LATTICE. PIER lBELO u) �TYP - _ FLOOR FIRST COLUMNS) -_-_-_------_ -_---�a5-_-i - 18 WALL (TYP.) (3109P,) m (16010F ) 20 f ss.s s•s'A 'FIN. GRADE 111/z � 1 0 SPACING 4 s FACIA (BELOW) li RGGR { r ELEV' 18 E-_ - y'� s EP _ 4'-61/z•• 9 3 10 4 8'-0 :� 6 /q - PI e (BELOW) M A-00 5/4" MAHOGANY )IRELi � j 3'-11 zl' - _ 24'-01/z" I 1,x10" WOOD - DECKING ON _ 1 G �' q 4 E CLADDING (TYP ) l° `D Q P T FRAMING 1 z WOOD STRIP �I ww. BLDG R ww SHIM AND 1n _ IO KITCHEN 79 FLOORING nG3 _ O WINDOW SHELF h E WI" BLOCKING SPACE 1081 0 1 ED a (TYP ) wmll LINE OF (160 S.F ) o ,a: LINE OF CONC. WOOD BASE W000 GUARDRAIL I a SOUND - n_i2 "� N I � Flo a n�,19 PIER (BELOW) 11'-5„ _ _ -_ _-N�-_`-_- -_-._- __- _- 10 ww L �.' - O \ -_ GL Pr .Bsr—[ -N - -� - - GL-- - - AIRS /z CATION/ 30" A.F.F. 0 s COL 3'-4 3'-4/z" )NSU /z 1 , DOOR ) T^ ^ LAv 7'-3�/q�� COL WOOD GUARDRAIL m us < AOFWI FIN61 ISHED 13'-91 /2 B"III _ 1 �4 9' 60111 ' 41ti ! wic _ ,Ip - 4 8 4 2 5 10 2 _ 7„ n N In P \ WOOD P T 8' COLUMN ELEV: 15'-10" w _ j oE�srll ( a O CLOSET - - - - ROWDER LANDING COL a N — _. 2"z6" INT WALL �Ge '(R70o )s / / \ - - - - -- - LINE _ _ _(ABO E) O r" 2 CPORCHD h PITCHED Llj _ - -_ _-a,, W/ 10"IRSTPOST FLOOR COLUMNS) N _ PIER OJ t N / 1 COPPER DRAIN OF (BE�O� 0 0 i eR a H o DINING TC O ROOM 2 3 I,_-_ i '- EN ER AN 11 HALL OII ELEV : 19 8"il N /r PER 12 s" STEP Doo; TTO. STONE PATH n N ^ I 3/z )1q O 01067 3 1 z 4 _�. _--__- l _ _ ___ ELEV: 19,-i" 1 1 PATRICK s' N 3'-3/2" TYPICAL EIXTERIO WIN s BRENNAN N A-0B 7'--- — — --16 -- -- (193 S.F.) — — ` — — T2T— - o 3'-3'/4'— —3'-274` �, - -- -- — — - — — — g R CLAD COLUMN PLAN DETAIL ARCH TEC T - -_-. ---_-_-_ 4 R E a __- m BLUESTONE eLGo scuE- 3" . v-o" BcOoaW 0 O A o' j 15 coLwaN OPENING, COLILMD 0 3 -1 0 L PAVING j 11 `I E 1 STEP rP ,v.Lly RM 0 7 1/2' N �3 _ j 11 �! 2"x6" EXTERIOR WALL W x6'' EXTERIOR WALL ED AR 4 Q' W/ R-21 BATT INSULATION (TYP.) _ -21 BATT INSULATION ,XSpP C'/y/T 4"x4^ PosTL-- 2 � f�� a STAIR 0 /� s/B SHEATHING C9wy' e9F, �C� -I _ __ r 7-� 2 `3 � ,3R a es N DN _ --__-_ d' r 5'-10/2" PLYWOOD - _ m — — — COVE =� s E ww _ 1 - - _ - E ��F- 'i a COIL 1/2" GYP BOARD u 2, 253fibi( T RED I,e P O 3.^ PIER I EL 19 -11 )BELOW) �n (768 S.F.> 6'- - '1 COL FOF NES INTERIOR ROUND - — — — J o INTERIOR WOOD T O OOK coLuuN W.I.C. ,J I/zSING �— N _ ___ __ _ ' �________ OOKSHELVEs j 0A ( CA GL-- '—` (BELOW) N - S p LINE OF SUPPO T ` WIN 1 pl/ f _ " PLYWOOD FRAMING (BELO 1 2C 3 4 2" 4'-5/z" /2„ 10( 7031 526 W212 8214 STREET C - 1 NEW YORK. NEW YORK 10011 WOOD STRIP _ N o _ (FLOORING (TYP ) 13 S.F.) SHOWER n-n EXTENSION JAM 2,2 sae uza O L- LIVING _ — O 3 © COPYRIGHT 2004 1a ROOM WOOD STOOL ! [10vJ1 _ - --� 0 PROJECT mly-1 DGGR - - ----- a_ (252 S.F.) 10 3 1: z4z\ L )n e INSULATION (TYP.) 7 61/z 13A B K OUND INSULATION I - 00 i LAWRENCE RESIDENCE P)ER IOR �" STEP 4'-10/4" 8 2"x4" INT. WALL (TYP.) I' 61_71/2' 111 3 ' LINE OF 8QQ WEST CREEK AVE. tO WALfiL W/TRR21 BATT O 8 0 04 4'-ib1/q AR,Q 4/z S 13'_8" 41/z� -Y- n WIN 2°x4" WALL S 1 WOOD SILL CUTCHOGUE, NY OL R 6" R' R-15 BATT INSULATION 1 )BELOW)_ J _ DOUBLE HUNG j LINEN MASTER) q WINDOWS LID MASTER j 8041 -ATHN I'—WINDOW SHELF N 5/4"x4" WOOD PRO✓ECT NO if) - r BOOKSHELVES N BEDROOM j 1\ (9O S.F.) \� _ '9 _ / - BOOKSHELVE .,. — CASING 01027 031001 j _u LOWER _ w LOWER__ _ 2'-8" (213 S.F.) j L a CABINET + rl TL T CABINET DO 0 A - _,/ LINE OF SLOPED RSINKED RED WOOD SIDING FIRST FLOOR PLAN 1 CEILING (ABOVE) j AND DETAILS DOOR o ____-_-_._._----- l A-0a _ ' _�II, 6" 9" %" PLYWOOD - -- CE N -__-.__-_---_---_-__ _ _ ._ ' srE 2 io r, _-_-_ p" `V SHEAI HING (BELow)_ - - _ WINDOW SHELF PLAN DETAIL — -- m 1 „ . % „ - - CY O sCILE P'/d' 1'-0" SCgLE n ----- C P (., F/t7 FSU) 2" R-21 BATT C0 6"x 6" P.T R 6„ F •, �(Fpw1 2„x6' EXTERIOY PJ coluc PIER (BELOW) oESrGNEO B4.I _ 11-0„ ---� �? WALL ((\��( �\y)” DOE OF V GONG OF corvG.PIER (BELOW) > INSULATION (T ' PB SW COLUMN (TYP.) � FINISHED GRADE �� `P ORaWN E» SW ELEV.: 14'-0" ( - A-0 CHECKED BYr PEI 91/z" 9'-0" t2,_0�� 3,_4" 2,_4 Y4" 12`6/q" � 2�-4�q�� 17'_4" 7._0., 20.61, ORAMJNG NO 24'-61/z" 24'-51/4" 691_8" A - 03 LL wIN, EDGE OF—� cOL 6 COL 6 BLDG W1N CONC PIEa i ' PIER PIER (BELOW) PIER ^BELOWI (BELOW) (BELOW) COL \B)G '3e1 B c-L004 LAW A-O3 dg, Y, - rDW4 5 m5 00 PM f PRo..a-cr oarE DESIGN LOADS DEFLECTION:ALLOWABLE DEFLECTION L/360 MAX JANUARY 2004 CONNECTORS NOTES .V LIVE LOAD DEAD LOAD TOTAL LOAD N "H7T22 eLlc REVJSIONS ENGINEERED LUMBERS 1. ALL STEEL CONNECTORS SHALL MANUFACTURED HOEDOWN (TYP ) GARAGE 50 PSF 62 PSF 112 PSF ALL FLOOR JOIST, RIM BOARD, LVL, AND PSL ENGINEERED BY "SIMPSON-STRONG TIE" AND INSTALLED HOLDOALLED IN 2"x6" SILL (CONTINUOUS) _ Oa TE OEScafPTION BASEMENT 40 PSF 62 PSF 102 PSF LUMBER SHALL BE AS MANUFACTURED BY ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. - --p - 1 8/3/2004 BID SET TRUSJOIST FIRST FLOOR 40 PST 15 PSF 55 PSF 200 E. MALLARD DRIVE, BOISE, IDAHO 83706 2 PROVIDE SPECIFIC CONNECTORS AS INDICATED (TEL) 800.628.3997 ON DRAWINGS. SECOND FLOOR 30 PSF 15 PSF 45 PSF 1 DOUBLE P T. 2'x6" SILL 1 FLOOR JOIST SHALL BE •TJ1230 (25/6" x 91/2") AND 3 PROVIDE ADDITIONAL CONNECTORS, INCLUDING ROOF- 45 PSF 15 PSF 60 PSF "TJI360 (25/6"x117/a'1 JOIST AND BEAM HANGERS AND STRAP TIES AS + `I SNOW LOADS'1 2. LVL SHALL BE 19E MICROLLAM LVL REQUIRED BY FRAMING CONDITIONS. T.0 FOUNDATION _ 45 PSF [TABLE R301.20)] IS GREATER THAN 12 PSF [TABLE 30151. 3 PSL SHALL BE 2 OF PARALLAM PSL AND T o STL eEae E1.Ev te /i THEREFORE 45, PSF MIN. LIVE LOAD REQUIRED. '-n' ' WIND LOAD INSTALL AS PER MANUFACTURER'S INSTRUCTIONS SPEED - 120 MPH (3 SECOND GUST) - [WIND-BORNE DEBRIS REGION] P T. 2'x6" ON P.T. 2"x8" SILL STL BEAM- EXPOSURE • B To eEun POCKET W12x35 NOTE: BLDG. NON WIND RATED WINDOWS AND DOORS SHALL BE PROTECTEDSTL COL , E1.EV17 10/i' A GENA POCKET STL SHIM AS REQUIRED. WITH REMOVABLE /2" WOOD STRUCTURAL ,PANELS WITH A MAXIMUM OF SPECIFICATION OF STRUCTURAL ELEMENTS SHALL NOT IDOUBLE P.T. STL. SHIM AS REQUIRED. (SPOT WELD TO BEAM) 1 8 FEET SPAN, FASTENERS FOR SPANS UP TO 6 FEET SHALL BE 21/2 BE CONSIDERED EXHAUSTIVE. STRUCTURAL ELEMENTS P.T. 2"x8" SILL 1 (SPOT'WELD TO TOP •8 WOOD SCREWS @ 16" c c. AND 12" o.c FOR SPANS UP TO 8 FEET NOT SPECIFICALLY DETAILED BUT NECESSARY SHALL BE 2"x6" SILL PLATE AND BEAM) (2)%2° DIP. EXPANSION—' ENGINEERED, PROVIDED AND INSTALLED IN ACCORDANCE RIM - DOUBLE ANCHORS WITH BUILDING CODE REQUIREMENTS AND GENERALLY 2"x6" P T. STL TOP PLATE. ACCEPTED GOOD ENGINEERING AND BUILDING PRACTICE. - --_------_-. -. - -_-_1 --.-_-_-_-.__._ .-_- -_-.--- _ ._. V (6"x8"x1/2" WELDED 2"x12„ P T TO COLUMN) 5" REINF. [UNC. BLDG SLAB ON GRADE STAIR STRINGER TRUSJOIST STL BASE PLATE 1 •TJ1230 2�6"x91/2' @ 16" o c � (8"x8"x1/2" WELDED 1" COMP. FILLER FIREBLOCKING NOTES: (TYP.)jurs @ o.c. TO COLUMN) (CONT.) SOLID DIAPHRA8 LEDGER - DOUBLE BLOCKING Ill @ 4'8" o.c 2"x8" P.T. - - - - - - --- - - - - - (4)1/z° DIA. 1. FIREBLOCKING IN FLOOR CONSTRUCTION DOUBLE JOIST EXPANSION ANCHORS SHALL BE 2" NOMINAL THICKNESS RIM - 2"x8" P T. x —x—.—. FRAMING LUMBER. 1 , 2. FIREBLOCKING IN EAVES, ATTICS, AND _ _ _ _ __ _ _ CONCEALED CEILING SPACES SHALL BE T_ T L 2 BEAM - - � - � — ��—� — —� — ~—+-4— LEDGER SINGLE ONE THICKNESS E WITH WOOD —_ —� STRUCTURAL PANEL WITH JOINTS BACKEDDOUBLE f BEM - DOUBLE BEAM DOUBLE 2"w10' P T BEAM - DOUBLE z3 ix/a" x 91/2" LVL ', 2"x10 P.T 2 'x10 ' P.T. COLUMN BY h2" wooD STRUCTURAL PANEL i z"xtD" P.T. 'y I AND BEAM SECTION DETAIL m LEDGER SINGLE 2"x 8" P.T 92, \ A scuE 3't' • r-o^ ELEVATION NOTES: °oa TpiALel� 1. ELEVATIONS ARE REFERENCED TO \+g 1 1929 NGVD. -fax 'tT T \�,O BE �'• 0 SOLID \lOOX SIMPSON "HTT22 1 2. NOTED ELEVATIONS ARE APPROXIMATE F� BLOCKING \L! !. HOEDOWN (TYP.) AND ARE PROVIDED FOR ESTIMATING r WEB STIFFENER (BEYOND) 2"x6" P T. SILL TRUSJOIST "TJ1230 \ PURPOSES ONLY WEE P.T 2"x8" SILL (TYP.) STL PLATE 25/6"x91/2" I-JOIST WELDED TO BEAM 3 VERIFY ACTUAL ELEVATIONS IN FIELD. I @ 12" o.c (TYPJ @ 24" c c,) PROVIDE AND MAINTAIN ELEVATIONa a m J BENCHMARK FOR CONSTRUCTION w N m x z PURPOSES. �N N 3 DOUBLE JOIST m 2" LOO x8" P.T. FR JOIST 7 T O FOUNDATION w Q _ AND T O STL BEAM ITT@ 16" D.C. (TYP.) a _ - - 7 ELEVta-n'/i' RIM - 2"x8" P.T. _0 z LT . � STL BEAM- �o U9 DOUBL JOIST II II II W8x31 It T.O.BEAM POCKET V- ELEV 18'-5" o: a DOUBLE JOIST 11 �a 0 RIM BOARD (TYP.) STL SHIM AS REQUIRED. LEDGER - DOUBLE w m ` a-a3s STL SHIM AS REQUIRED. (SPOT WELD TO TOP 2"x8" P,T I (SPOT WELD TO SEAM) 11 PLATE AND BEAM) y� DOUBLE JOIST n (2)1/2" DIA EXPANSION 1 TL TOP PLATE - - - - - - r, '>T"--- (6"x8"x1/2" WELDED SOLID BLOCKING ANCHORS TO COLUMN) RIM - DOUBLE 2"x6" P.T. I \ 2"x6" P.T. 5" REINF. CONC. STL BASE PLATE SILL PLATE SLAB ON GRADE (8"r8"x1/2" WELDED SOLID - — 1" COMP. FILLER TO COLUMN) — a w BLOCKING ( w n COMPOSITE DECKING. (CONT.) PC x CSI (4)1/2" DIA. EXPANSION "CFDi.5P AT R I C K Z > a m SOLID w 11/2" x 5" x 36" ANCHORS B R E N N AN _ Iut , wN BLOCKING _ ; m x —� N 3 -- _ ---------- ----------- — —C x —x —.—.�,_ — AR C H I T E C T rt---_-_--__---_-. , w Jo ? - 2 LAYERS! BLDG _ -_----_.-_ eL�H s � I w x o o a 3/y° P.T. PI{YWD SILL 2"x 2' P T. �SO 3 �J o 1 ST IR STRINGER Io I A-035 P. l . 2"x8"!SILL �p R r _— e @ 1 o.c. "N DOUBLE DOUBLE I SOLID — DOUBLE 1 "x91�VL J— Ch u'PNQ9EIT FT w BLOCKING 2"x12" P T. I m ¢ w\ _ STAIR STRINGER m --- — --)STL. BEAM - W10 x 26 — DOUBLE JOIST— �� oQ�J —�MM9ER DOUBLE DIAPHRAGM BLOCKING B cOE�MND AND BEAM SECTION DETAIL 9 0 Y BEAM - TRIPLE I XF 536T3'�J�Q 2"x8�� P T I N - -r� TRUSJOIST "TJ1230 F NE a i U 256"%91/2" -JOIST I I uz-1 w J @ 12" ox (TYP.) RIM BOARD (TYP.) 526 WEST 22nd STREET x I � > U, I Z NEW YORK, NEW YORK 10011 N 2'_ J Z 212 989 1123 U I 106 DOUBLE JOIST STL TOP PLATE. J 0 ' � Q z J o � -�m— o I C, � z ow oNm (6"x8"x1/2" WELDED 0 p I w x o u FC `�°' 'l m ,O TO COLUMN) 2"x6" P.T. SILL (TYP.) c coarflmNT zoo4 o (/1 O W M PRO✓ECr NNME RIM - DOUBLE -rm I a J m x w 2"x6" P T x'^ o r DOUBLE JOIST x m �Q — GOa 10J LAWRENCE RESIDENCE ED �� z / (8)1/2" DIA BOLT 800 WEST CREEK AVE. To FOUNDATION CUTCHOGUE, NY Q O x AND TO STL eEAM -I m oN DO w ¢ _ " BLEv to-n'H' r DOUBLE JOIST m =^ STL BEAM- STL. BEAM- STL BEAM w w DOUBLE JOIST — W10x26 'WtUx26 W10x26 BE m r- COPRO✓ECT NO BEAM - DOUBLE I o = w T o BEM! POCKET _ 0 o rT 00 10EEEv 031001 2"x 1U" P T o -t B_I o a STL ANGLE- , I a-D3s STL. SHIM AS (SHOP WELDED STL SHIM AS REQUIRED nrzE DOUBLE JOIST - REQUIRED. AND FIELD BOLTED) (SPOT WELD TO TOP FIRST FLOOR (SPOT WELD TO PLATE AND BEAM) 2"x8" P.T STL. BEAM - W10x26 LEDGER - SINGLE M) FRAMING DIAGRAM +— I a'-o" MAX BEA TL TOP PLATE. AN'D SECTION DETAILS (NOTCH TOP AND (2)/2" DIA. BOTTOM FLANGES) I BEAM - DOUBLE .BEAM DOUBLE }-2"x10" P.T. _ 2'x10" P.T. r� _ _ _ _ T HEADER -, SINGLE HEADER - SINGLE SLAB WELDED �E EXPANSION (8"x10"xt/2" WELDED -- ANCHORS TO COLUMN) 1. 5" REINF. CONC. STL BASE PLATE _ _ _ _ _ _ _ ON GRADE (8"x8"x1/2" W sc '- 1y4" x 9/, ' LVL 133/y" x 91/2" LVL SOLID BLOCKING + TO COLUMN) AS NOTED SOLID DIAPHRAGM V COMP. FILLER (4)1/2" DIA. RIM - 2"x8" P.T. BLOCKING @ 48" D.C. CONT.) EXPAN ION ANCHORS aEsicNEo R» PB SW BEAM - DOUBLE �, L7R9wN er. S W 2"x8" P T. RIM BOARD (TYP.) � cvEarEa B» PB P.T 2"x8" SILL (TYP.) 1 O/R/N�\MING NO En IOL . FIRST FLOOR FRAMING DIAGRAM BE M POCKET COLUMN AND GIRDER SECTION DETAIL 1 5C E' N T.5 VLAW A-G3-F A OJ-F 0-`3 dgn 9,'J200= J J3 N PM 29'-0" - aav,�cr varx' 21'-51/2" o" JANUARY 2004 z 61.oca WOOD SHELF CEMENT WASH - aEvisrvNs A-oe WN AND POLE (TYP.) 1O O OO VENT — varE vEscBiPnvN 8/3/2004 BID SET a 111/2" x 151/2" FLUE LINING 9'-2" / - J BLUESTONE VENEER SILL N *- 4��l WIC SOUND o 1' z C210� INSULATION MSILL CEDAR �"x6" EXTERIOR WALLe CEILING (ABOVE) / R-21 BATTWIN \ LINE OF SLOPED ----- --- INSULATION (TYPl w_ BEDROOM9WINLDG 6 COL T - E2071ER(134 SF.)WOOD STRIPDOOR >. srec J6 FLOORING (TYPJ�:I _ a 2"x4" INTERIOR BATH N BLDG - _ __.__ WALL (TYP.) .�' - ' 'Lav (82 S.F.) O 4 I 4„x4' P.T. POST 4 8' 134 __ -�� -__�-__.- I ___- _ I �_ O_ C2081 __ W/ 8"x8" CLADDING m _---_ __-_ _____-_--_-_-_ -____-_III * < _ 1 'p _ BLDG (TYP SECOND FLOOR "D 6' 12'- 4/2” 7'-5/z 6" 1'-0" o o COLUMNS) ___ COVERED_ _ DOOR - -- P-ALC70I 37 SITTING �I•I 33 N - A-ofi 5/4" MAHAGONY e (35 S.F.) - ROOM - vREE- SLEEPDECKING ON P.T. (114 S.F.) ! - ! rue SLEEPERS OVER COL 5/4'' r77E sTAuowc _ FLAT SEAM LINE OF SLOPED COPPER ROOF "� CEILING (ABOVE)CL _ - 36" TALL CONT. _---____WIN WOOD GUARDRNL 1143/4ww ww. 35A -_-_n-Iz STORAGE 35'-8'' WOOD HANDRAIL o _ o ROOM _ E2091 4,'0„ 21'_10° 4'_71/4' 5'-2-Y4" S IR - b 3 -61/z, 7'-8" 2`111/4' 03'-34", .",r.. J;! D D .. 0 PROVIDE SOLID 2 13'-71/2" BEARING AT = A-12 22`51/," - TRIPLE RAFTER OD 0° O° ___iO _ -- _ o PROVIDE SOLID - _ Ent �� - FLUE FLUE BEARING AT in LINE OF BLUESTONECEMENT WASH N DOUBLE RAFTER 111 O StroWER 1r�yll - VENEER (BELOW) 1 6 1 1 li DG NI A-oo LINE OF SLOPED LINE OF 7/4 vl M m m EyNN N 1, �WOOD LY DING ON FIIRLCONES 2" 4 WIN Voo BLE n CEILING (ABOVE) 11 3'-8" CEIOLINGO ,n m d.-. - __W � A-Os 1 gTo ET _ - 12-15Y.,'" (ABOVE) 6"I 1 SHEATHING METAL SUPPORT ww, _ D 1DR /2 - (COS])BATH srArvowc N W/UR-21 BATT WALL 1 N ra B 4 BEARING AT BEDROOM EE- 0 2"x4" EXTERIOR 98 6" q -p 4 �o n PROVIDE SOLID O FR 'D "t DOUBLE RAFTER AND E2041 I � �v,. ALL W/ R-15 2 T INSULATION 4 - 25 LE . w AIRSPACE _ D vr000 4"x4" P T. POST DOUBLE LVL 2"x T' INT. WALL - - RAISE - , 1 ____ __ - FLU x 151/2' PANELS w .l' (TYP SECOND FLOOR INSULATION ,, _______ __ _ N __ ____-___� __.___-___________- _�______ E LINING WOOD MANTEL COLUMNS) cLAoolNc f0L \ o BALCONY - CONTINUOUS 36" TALL ' 4 ON WOOD GUARDRAIL C 2 011 " coL _ 5/4" CEDAR SILL (73 S.F.) it 10, - 4" 4'-0" 4" I - o - / sr, - 8" CMU WALL 36" A.F.F. 26 n a 4,_8., FORMED STL WOOD GUARDRAIL - Jn DAMPER Sf4'-MAI-1AG ODOR \ - DECKING ON P.T. -d\. ' © 1, SMOKE SHELF - ^ PATRICK N N a SLEEPERS OVER z7 s' 2" 2 CHIMNEY PLAN DETAIL W/ PARGING B R E N N AN _ I FLAT SEAM N to COPPER ROOF - EL --- _ _ __ OPEN TO LANDING _G sc E r," - I' o ARCHITECT _._.-_ B-ECOW __. _- (56 S F ) 4 L 1 .- 4-- -- ------ ----------------------_ ____.__------- - __._- _ -fit_ N = © eLwh o FLUE FLUE DDDR e o COVERED 30 _ -1 O - -WOOD STAIRS 6Loc.w \ 1 5 _ BALCONY / 2'-6" O - 3 6 RATIONINBETWEEN A- o a 31 AND HANDRAIL MASONRY AND o 4-- - - WOOD SHELF m ' - _ n ] D AR DOOR °N BLUESTONE VENEER COMBUSTIBLE ,� �P@ Oy/r 2B MATERIAL(TYP.) _ '� VIM F 4"x4" B"' POST P/' srE AND POLE (TYP ) - W/ B"x8" CLADDING I O I _ _ � '', ADHERED TO CMU �I � I 1 - N FRESH AIR INLET � U,F� 8921 CJ - BACKUP WALL '- 8" x 8" FLUE LINING _ ASH DUMP a " COL - 0 1%q" WALL (STP P)IOR 321 - - - 4'/ CMU �L _ 0T CMU CHIMNEY 025365 ' 4 L FIREBRICK I YP.7 POLISHED BLACK 111 2' x 15 ," _ GRANITE IT c) °i 24 x36 CEILING N RECTANGULAR 2 = qp i Y N 'D 6'-9�, FLOORING (TYP.) 2"x6" EXTERIOR FOFNE� HATCH TO ATTIC N FLUE LINING ALIGM I - (ABOVE) iv STUD WALL W/ ____ _ ___ FLUB ON 4/z" �4 _ 2"x4" EXTERIOR WALL - .h R-21 BATT INSULATION - - - szfi west z2"a ORK 1 O 1 - - -' 12'-6 6 O W/ R-15 BATT f NEW YORK, NEW YDflK IDDtt D - INSULATION I N ztz gas nu M LINE OF SLOPED DO STORAGE ROOM '� m - © coarRlcar 2ooa 4-- - --- CEILING (ABOVE) 6 --------- - - WIN, E2021 --- - -_W aav✓Ecr Na�vE • - wm 4'-0" WOOD SIDING ON M OD 005 S F.) `O M - BEDROOM � q'_71/4" 0 � 5/a" PLYWOOD DOUBLE JOIST `D wo [2031 O M y AlA-o9 SHEATHING s/e„ TyPl: X LAWRENCE RESIDENCE m 246 S.F.) CHIMNEY PLAN DETAIL FIRE RAZED GYP 800 WEST CREEK AVE. = 3 BD ABOVE MECH. o M ScuE.y; - t-D EOUIPMEIaT CUTCHOGUE, NY 6` 4/z" O N - Ev t FLUE rwe B BAR m e" o c N 11/2" 6'_ I I _ BOTH DIRECTIONS 2' x6" EXTERIOR WALL - - m _ aav✓Ecr Nv Fo W/ R-21 BATT - a °SH DUMP 2'-41/ " i'-P" m INSULATION (TYP.) ' N - SEAr 'I __ .I 1, GRANITE _ 031001 D / HEARTH rrr[E 11-61, 3 0 m LEANOUT DOOR �I � 1'-6" F SECOND FLOOR PLAN IO 2" 81' r-n" e" o" 5'/ " --FIREBRICK 6" CONC FOUND AND FIREPLACE PLANS N D4 1`4 WALL c H BAR AND SECTION 16^ o c HOR¢ a L SEPARATION MAINTAIN 2" - AND VERT 5" CONC. SLAB BETWEEN MASONRY iv REINP. W/ 4X4 sca[E _ __ 1 - - - AND COMBUSTIBLE ON 10 IL WMM MATERIAL (TYP ) ON O MIL AS NOTED r"_ - -r _� _- POR BARRIER VA FRESH AIR _ ,. I'I T1I F T H 0,/ „ •—^"—" INLET a o 1 , n 1I IL-I'JI aEsrcNEoen . PB SW SW Fdj� N N 1, 1 II ___�1-- . , . '. Bq.4NN BY, JW A-m 1" AIRSPACE I 1 "_- - CNECKEB BY. PB 5'-4" 5'_31/4" 3'_11/4" 4'-71/4" 2"x4" EXTERIOR . , . LI- 1 4'-0" 13'-51/2„ 8'_41/2" 9'-6" WALL W/ R-15 1 1 (6) ARS (CON wiNc No BATT I . "5 B T.7 BAR II 15'-21/z is'-21/z^ INSULATION A - 04 qN e uc wi RAIN GUARD HOOD-- 51_9Y4 EXPOSED BLUESTONE FIREPLACE AND CHIMNEY 35'-4' ® 1 vx - . ° w/ INSECT SCREEN - FIREPLACE PLAN DETAIL VENEER SECTION DETAIL SECOND FLOOR PLAN _ - — 4 sc . l. - 5 scuE:y; . r.o. -- -- -- - — VR:e Se tl _-a0nh Low D-ud agr T4 T."- �_1F vN 1..11 � PRO.A�r ONTE RIM BOARD COMPOSITE CONCRETE DECK SPECIFICATIONS JANUARY 2004 BLDG DIAPHRAGM el.oc BLOCKING @ 48" o c 1715-11 FIREBLOCKING 1040" MAX. DGENERAL 04 r1 vESCRlarivro -�' A) THE COMPOSITE DECK SHALL BE GALVANIZED, WHERE THE DECK IS CUT OR J PUNCTURED THE EXPOSED STEEL SHALL BE COATED WITH AN APPROVED COATING 8/3/2004 BID SET 8) UNLESS OTHERWISE SPECIFIED THE CORUGATED FLOOR DECK SHALL BE 18 GAGE THICK. C) UNLESS OTHERWISE SPECIFIED THE COMPOSITE DECK SHALL BE 5" THICK. - 1 ~ Z) SITE STORAGE Iw x ^� o STEEL DECK SHALL BE STORED OFF THE GROUND WITH ONE END ELEVATED TO PROVIDE ?--T DRAINAGE AND SHALL BE PROTECTED FROM THE ELEMENTS WITH A WATER-PROOF 2 x6 CEILING I w to o� COVERING, WITH ADEQUATE VENTILATION TO AVOID CONDENSATION, JOISTS I Ism _ �inm � 3) DECK PLACEMENT: A) PLACE EACH DECK UNIT ON SUPPORTING STRUCTURAL FRAME. ADJUST TO FINAL POSITION WITH ACCURATELY ALIGNED SIDE LAPS AND ENDS BEARING, MIN. END BEARING T I HEADER - DOUBLE IS 111/2", ON SUPPORTING MEMBERS DO NOT STAGGER THE DECK PANELS. BLDG " i�qx14" LVL B) DECKS SHALL BE INSTALLED AS A CONTINUOUS SPAN OVER INTERMEDIATE SUPPORTS, FLUSH HEADER- 'I - zIJ HOWEVER, WHERE THIS IS NOT POSSIBLE THE DECK SHEETS SHALL BE BUTTED OVER - 1 SINGLE 13/q"xiP/g" LVL —� TRUSJOIST »TJ13EOT I o SUPPORTS. STANDARD TOLERANCE FOR ORDER LENGTH IS +/-I/z WHERE REQUIRED 25/s"x117/e" I-JOIST o o� PROPER SHORING SHALL BE DESIGNED AND INSTALLED BY THE CONTRACTOR TO LIMIT @ 12" B.G. TYP.) - I m mI DECK DEFLECTION DURING PLACEMENT OF THE CONCRETE. 4 I C) BEFORE CONCRETE PLACEMENT, THE DECK SHALL BE INSPECTED FOR TEARS, DENTS, OR etoc s E OTHER DAMAGE THAT MAY PREVENT THE DECK FROM ACTING AS A TIGHT AND 2"x P.T. _ _ BLOC SUBSTANDAMAGED DAECKOSHALLHBENEED FOR DETERM DETERMINED. REPAIR OR TEMPORARY SHORING OF THE FLOOO R 1 HEADER - JOISTS I - DOUBLE 13/4"x9�/z" LVL @ 12" o.c. I I o I I 4) A)NFLOOR DECK UNITS SHALL BE ANCHORED TO SUPPORTING MEMBERS INCLUDN, —hoz oz I w Y w Y PERIMETER SUPPORT STEEL AND/OR BEARING WALLS BY EITHER WEI DING OR BY --- —! � o v �—T— o v HEADER - DOUBLE MECHANICAL FASTENING THIS SHALL BE DONE IMMEDIATELY AFTER At GNMEN' m 1)/q"x14" LVL S) ANCHOR FLOOR DECK UNITS TO STEEL SUPPORTING MEMBERS BY ARC SPO ' PUDDLE WELDS, WITH A MINIMUM VISIBLE DIAMETER OF%'' AT 12" o.c , OR FILLET WELDS qT I— o c ` o G, LEAST 1" IN LENGTH AT 12" o.c. MECHANICAL FASTENERS, EITHER POWDER ACTUATED OR HEADER - TRIPLE 2"x8" HEADER - TRIPLE 2'x8" HEADER - TRIPLE 2"x8" HEADER TRIPLE 2"x8" I I w ISE PNEUMATICALLY DRIVEN, OR SCREWS MAY BE USED IN LIEU OF WELDING PPr VIDED THEY 2"x6" CEILING JOIST 1 I HAVE BEEN SPECIFICALLY APPROVED. --------- -------------___—— \ C) FASTEN SIDE LAPS AND PERIMETER EDGES OF UNITS BETWEEN SUPPORTS AT INTERVAL . I I------ - ^,_---__ -- SOLID DIAPHRAGM ------- — NOT EXCEEDING 36" o.c. USING ONE OF THE ABOVE STATED METHODS. TyR/IMMER DOUBLE I+ BLOCKING @ 48" o.c. ED I \ 1/q"x117i/e" LVL 5) REINFORCEMENT/ACCESSORIES @. 16" o.c. (TYP.) 2"x6" CEILING - A) PROVIDE 4" x 4" W4.O x W4.0 GALVANIZED WELDED WIRE MESH, 2" BELOW THE TOP OF N JOISTS \I THE CONCRETE SLAB _ _ O ` I @ 16 D.C. \\ I 14'-0" MAX. SLABS AIDE A B N MU OVE GRADE •5 REINFORCEMENT BAR AROUND THE PERIMETER OF THE VER OF 3" SHALL 81. MAINTAINS. !TN ALL SLABS BELOW GRADE. w ir E THE MINIMUM CONCRETE ABOVE HE TOP OF THE FLOOR DECK P I \ FLUSH HEADER - SHALL BE 2" ANDY " ABOVE OTHER REINFORCEMENT. —_ ` DOUBLE CANTILEVER I3/q_911/2M LVL TRIMMER R6I LDOSBRLELVL MAANUAL FOR"CONSOLIDATED COMPOSEDE FLOOR DECKS ROOF DDECKOS, FORM PRODUCT DECKS. ACCESSORIES." CANTILEVER BEAM - "O IDOUBLE - SOURCE: S INC DECK CATALOG AND DESIGN DOUBLE 1�a"x911/z" LVL I Sp __ -- --- — --- --_�_--r-- I DOUBLE JOIST DOUBLE JOTS I I SOLID DIAPHRAGM BLDG SIMPSON - FACE I I , a MOUNT HANGER I A I o I FLUSH HEADER- I z BLOCKING @ 48" D.C. wl" GABLE END WALL (ABOVE) HGUS5.50/10 x l A-Das w ; j „ I I J HEADER - 1 z � w DOUBLE 1 x9 Y I N o 0 a I I Io o I TRIPLE 2"x10" m I w I �m u I m > J CANTILEVER BEAM - 2"x6" STUD BEARING inm l HEADER - DOUBLE 13/d'x91/2" LVL WALL (BELOWI ; o w -L ,m � �, w I I DOUBLE 2"x8" v (6)5/6" DIA- CARRIAGE BOLTS\', jr:I w � I 'I a = I I I �� � DOUBLE JOIST 1 I I DOUBLE JOIST I TRIPLE 1/q"x911/2" LVL I r I mrnI I Iwo oo� I o RAFTER —w =" I —� i�T` w Y IOf � IW,_ HEADER - DOUBILE 1y4"9/2LEVER M LVL F- >'^ I g m m w m -- TRIPLE 2_'x8" 6"x6" P.T. POST I a I 7 I DOUBLE JOIST (BELOW) I ' z ww o � � r �__- -_____ -_ I I >I I I -- -- -- T-_ CANTILE w - - _ - j I > TRUESJOIST T 0 I �i i RIMMER LVL 2"x8" ALIGN EDGE OF POST I @ , D.C.2 (TYPST 1, I m 5/q"a9/z1 ---- I— @ 16" o,c I 2 _ w! EDGE OF RAFTER 0 0 -- m - x9 m - DOUBLE HEADER TRIPLE N I N PJ %B.. w I I 2x8 I w DOUBLE JOIST _ ( m B R E N N AN a I FLOOR JOIST I wI x,I HEADER - r , � I — _@ 12" o.c — � o ws m —. -___I__ q TRIPLE 2"x8" q---_—_---.—_---_—_— _.—_-- -_—_� —.—_ -_.------ —___—_ _— o Q Ias-_.�- - __— — 0_ w s.oc SIMPSON - FACE ARCHITECT �__ ______ ___ _ __ _ __ ____ _1 BE I -- - - - 1-- - - - 90G e I I w^ m m oI o w l MOUNT HANGER DDDR ¢ I = w w Of HGUS5 5O/10 ; w I I DOUBLE JOIST I 2H I DOUBLE 13/q"%91/2" I I w m HEADER - DOUBLE 1, I HEADER - DOUBLE LEDGER - SINGLE 2"x6" TRIPLE 1%gR'x9%2"M j �R�f� I m HE DOUBLE JOIST li DOUBLE JOIST P`EO Iwo 1 x9 LVL sI I AT DORMER CHEEK G �IE F JOIST- I I �- � - �I 1— LVL �� WALLS (TYP.) JOIST I a iq, z "x91/2" LVL I I HE RIM BOARD I I I I IYly 'x 912' LVL 2"x6 / JOILING ST RIM BOARD — DOUBLE JOIST -- - CANTILEVER BEAM FRAMING -- to —I ' cc.------ A sc,LLe Nrs OF3NE`NJo — -- a FLUSH HEADER- I DOUBLE JOIST LCm I-GO DOUBLE 13 ��x91 I-- 4 ® -------�� Y —_--- �, I DOUBLE JOIST Iw m — o DOUBLE JOIST I DOUBLE 13/q"x91/;," see west 22"e STREET NEW YORK, NEW YORK 10011 Z 2129091123 Im Y Y TRUSJOIST "TI7123O y yaAD9Rz - L OUBLE © COPYRIGHT 2004 o u Ia u TRusJolsTl »rJI23o I Qp o y 1 0 o 0 25/6"x91/2" I-JOIST 25/e'x9'/2" I-J IST o w o w— — m zt7 in ml Icnm ra 16 oc. (TYP ) I aRv✓VL Ecr NanE Lo DOUBLE JOIST DOUBLE 1/q"x9'/2" I I LAWRENCE RESIDENCE I T— i - 800 WEST CREEK A VE. ° 0 _LOMLgOIST --- HEADER No - ---- — --+ — CUTCHOGUE, NY wo DOUBLE 1 9/2 m DOUBLE JOIST RRv✓Ecr Ao � I xI _ w OF I 2"x6" CEILING JOIST 031001 —1-1--�--------- 1_ L I nrtE nf -- -- SECOND FLOOR ~ �I I � 2"x6" CEILING JOIST—�� \ oI @ 16" o c. (TYP.) - - FRDIAGRAM DOUBLE JOIST HEADER - DOUBLE w I 1/q"x9/2" LVL s state HEADER - TRIPLE 2"x8" HEADER TRIPLE 2"x8" HEADER CANTILEVER N.T.S. TRIPLE 2"x8'I' JOIST — CANTILEVER HEADER - DOUBLE 13/4"X91/2" LVL OESlGNEO e» PB SW FIREBLOCKING 10'-0"'IMAX.- aRawroB» $W CRECKEO BY. PB A -' 04 . 5 BLDG SECOND FLOOR FRAMING DIAGRAM SCALE N.T.S _. .LnW A-63-5 <-Oq-S A-6-5 Ogn R;]'aUp] 3 d3 ;a FN 1 • ALUMINUM DOWNSPOUT PRO„ECT 194 TE 1'-51/ ' ALUMINUM E JANUARY 2004 p DOWNSPOUT ROOF SPECIFICATIONS a-08 iFGGEI \ RE✓ISlONS I m _ 1. ALL ROOF SLOPES GREATER THAN 412 SHALL HAVE SELF-ADHERING 09TE OESCRJPTIoN m - WATERPROOF UNDERLAYMENT AT ALL EAVES, VALLEYS, OVERHANGS 8/3/2004 BID SET PITCH 4:12 AND PENETRATIONS. PITCH 12:12 2 ALL ROOF SLOPES LESS THAN 412 SHALL HAVE CONTINUOUS SELF ADHERING WATERPROOF UNDERLAYMENT. ALUMINUM 6)/q PITCH 12:12 = ALUMINUM 3. ALL FLASHING SHALL BE COPPER. GUTTER PITCH 5.5:12 i GUTTER 4 SHINGLES SHALL BE: ORGANIC ASPHALT, ARCHITECTURAL TYPE, LINE OF CLAD 30 YEAR WARRANTY. COLOR AS SELECTED BY OWNER (INSTALL IN BEAM (BELOW) iO ORGANIC ACCORDANCE W/ MANUFACTURERS SPECIFICATIONS.) F 4 ASPHALT SHINGLE N COL. BLDG x n ON ORGANIC FELT - 5. RIDGE VENT SHALL BE MANUFACTURED BY "CERTAINTEED" OR �Bel.owi alicE 3 `� UNDERLAYMENT (TYP, HIP ROOF APPROVED EQUAL. Ell p /9 N 6. SELF ADHERING WATERPROOF UNDERLAYMENT. SHALL BE DALUMINUM OWNSPOUT 3 1 noe \ a MANUFACTURED BY "GAF" OR APPROVED EQUAL. 40'-4/4" o_ 91/2�� I ITCH 12:12 --- -- - - LINE OF 'CLAD @ -- 4 5)'q" BEAM (BELOW) eLac. N 93/4" °eio E+ N_ O j m GUTTER SPLASH s N N c o LINE OF CLAD —7 GUARD v `� � CD BEAM (BELOW) HIP ROOF --- IDGE VENT (TYP ) i PITCH 5.512 ---_---____._._._._._._._--___-.-_--_._.-.+_ ------------_____- 8T2c PITCH 1212 a` - IBELOW) dT2y o a PITCH 12:12 U U 8A/TC i PITCH 412 m n — 1' 51/4„ 2'-71/ .. 24'-10" m _ PITCH 4:12 lad - I rn ALUMINUM 4 m n-a9 GUTTER - DLDc B7 RIDGE PITCH 5.5:12 PITCH 5 5 12 3 -' o �O 6Y/q" -� 6/q" 1'-1%q" ALUMINUM r DOWNSPOUT e A-09I n PITCH 12'12 .--- 7 I CIL ORGANIC °i ASPHALT SHINGLE _ ON ORGANIC FELT -- UNDERLAYMENT (TYP7 COL = -1 _ - --� PITCH 12:12 (BELOW) DO N N I� n N N � w , I I I PATRICK a, NAN A-DB - - ------ ------ ----- ------ ARC HNT E C T � --. - _—_-----.----------- — —_—_----_.__ --- ----- BLDG & BLDG 6 31/4" RIDGE PIDGE 1 N AR ALUMINUM- = r DE GU1'MERM VNe'9Hi7�(1 GUTTER m d RIDGE VENT a Q T' m (TYP ) f INTERIOR DOOR SCHEDULE COL I - ALUMINUM t0 Q ELLw., \ PITCH 1212 PITCH 1212 - DOWNSPOUT 2' WOOD DOORS AS MANUFACTURED BY SIMPSON DOOR COMPANY. 400 SIMPSON AVENUE, McCLEARY, WA 98557. (TEL) 1-800-952-4057. 536`x' JO INTERIOR DOOR SERIES 'MASTERMARK COLLECTION' DOOR TYPE: 'INTERIOR PANEL' AND 'FIRE DOOR DOOR NAMES INTERIOR 44' AND FOF NE`N 'FIRE RATED 9044' DOOR SPECIES DOUGLAS FIR B ALL DOORS SHALL BE PRIMED AND PAINTED 'WHITE' COLOR. FOLLOW MANUFACTURER'S 'CARE AND FINISHING' INSTRUCTIONS 6 PITCH 4 12 C. HARDWARE AS MANUFACTURED BY 'SCHLAGE% F SERIES, STYLE 'GEORGIAN' KNOB, BRIGHT BRASS FINISH "605 (TYP) LINE OF CLAD n sze wEsr 2z�a STREET BEAM (BELOW) NEW YORK. NEW YORK 10011 M o COL NO. OTY DESCRIPTION DIMENSION _ LOCKSET TYPE FUNCTION QTY HINGE QTY REMARK 212 989 1120 PITCH 5.5'12 _ 3 CYLINDER PASSAGE LATCH 1 BRASS PLATED 2 C 0 COPYRIGHT 2004 PITCH 5.512 0 3 1 INTERIOR DOOR +44 2'-4"x7'-0"x1/B" STL. BUTT 3 CYLINDER PASSAGE LATCH 1 BRASS PLATED 2 PRO✓ECT NNNE 63/4 4 1 INTERIOR DOOR "44 2'-6"x7'-O"xI%,, STL BUTT - A A-01T 3 " CYLINDER DUMMY 2 BRASS PLATED 4 PROVIDE (2) BALL CATCHES 5 2 INTERIOR DOOR "44 2'-0"xT-0"x1/8 STL. BUTT - - 6 1 INTERIOR DOOR "44 2'-6"x7'-0"x13/B" CYLINDER PRIVACY LOCK 1 BRASS PLATED 2 LAWRENCE RESIDENCE 800 WEST CREEK AVE. U rT' p 3 CYLINDER DUMMY 2 BRASS PLATED 4 PROVIDE (2) BALL CATCHES PITCH 412 u n 7 2 INTERIOR DOOR "44 2'-0"x7'-0"xl/R" STL. BUTT CUTCHOCUE, NY - H 3 CYLINDER PASSAGE LATCH 1 BRASS PL ATEO 2 ( 8 1 INTERIOR DOOR •44 2'-6"x 7'-0"x1/e° IS L. BUTT 9 1 INTERIOR DOOR +44 2'-6' x7'-0"x13 CYLINDER PRIVACY LOCK 7 BRA55 PLATED 2 /8° STL. BUTT m 3/B ' PROVIDE SLIDING PRo✓ECT No 10 1 INTERIOR DOOR "44 2'-6"x 7'-0 xi in PITCH 1212 1 __ 11 1 INTERIOR DOOR •44 2'-6"x7'-0"x13/8" - u ___ __ PROVIDE SLIDING 031001 y N `-__----- PITCH 12'12 N + RA" P LL 1 DOOR TRACK 1MINUM --- .__ PROVIDE SLIDING TJTLE NWATER 13 1 INTERIOR DOOR +44 2'-6"x7'-0"x13/e" - p DOOR TRACK z DIVERTER + 3 --- --- -- PROVIDE SLIDING. ROOF PLAN AND _____ v - 13A 2 INTERIOR DOOR 44 2'-0"x7'-0"xi/8 REG EDGE P DOOR O BLERACTNG DDDR INTERIOR DOOR m z d - ALUMINUM 19. 1 INTERIOR DOOR +44 2'-6"x7'-O"x1/8° PROVIDE BRASS PUSH PLATE SCHEDULE -__ m "1 ^"04 ___ ___ __ PROVIDE SLIDING DOWNSPOUT 20 1 INTERIOR DOOR "44 2'-6"x7'-C"x13/8° DOOR TRACK m ___________________ '� 23 1 INTERIOR DOOR +44 2'-6"x7'-O"x13/8" REG. BINGER PULL 2 --- - PROVIDE SLIDING 1 DOOR TRACK N 3 CYLINDER PRIVACY LOCK 1 BRASS PLATED 2 scatE COL- 24 1 FIRE RATED 9044 3'-0"x 7'-0"x1/q" STL BUTT (BELOW) - - BRASS PLATED 1/4'� = T-�" 25 1 INTERIOR DOOR •44 2'-6"x6'-B"x13/6" CYLINDER PRIVACY LOCK 1 STL. BUTT 2 ' N /ALUMINUM 3 CYLINDER PRIVACY LOCK 1 BRASS PLATED 2 4HIP ROOF 26 1 INTERIOR DOOR +44 2'-6"x6'-8"xi/6" STL. BUTT oEsicNEo er. GUTTER 3 CYLINDER DUMMY 2 BRASS PLATED q PROVIDE (2) BALL CATCHES PB SW 27 2 INTERIOR DOOR +44 2'-D"x6'-8"x1/6" STL. BUTT LINE OF CLAD ALUMINUM DOWNSPOUT CRICKET A 3 CYLINDER DUMMY 2 BRASS PLATED q PROVIDE (9 BALL CATCHES OR.4WNRY, SW BEAM (BELOW) nvo] 30 2 INTERIOR DOOR "44 2'-0"x6'-8"xt/8" STL. BUTT 31 1 INTERIOR DOOR •44 2'-6"x6'-8"x13/g" CYLINDER PRIVACY LOCK 1 BRASBUTTATED 2 CHECKED 9r, PB 53x'q" 3 CYLINDER PASSAGE LATCH 1 BRA55 PLATED 2 32 1 INTERIOR DOOR +44 2'-6"x6'-8"x1/6" STL. BUTT 91/2 83/4„ 3 CYLINDER PRIVACY LOCK 1 BRASS PLATED 2 LwwvlG No 33 1 INTERIOR DOOR "44 2'-4"x6'-8"x%, STL. BUTT 50'-01/4" 3 CYLINDER PRIVACY LOCK 1 BRA55 PLATED 2 34 1 INTERIOR DOOR •44 2'-6"x6'-8"xi/B STL BUTT Q g __ ___ __ PROVIDE SLIDING A - 05 1 35 1 INTERIOR DOOR •44 2'-6"x6'-8"xi/e" DOOR TRACK _ _ ___ __ PROVIDE SLIDING COL. ® R001E P QAN BLDG 35A 1 INTERIOR DOOR +44 2'-6"x6'-8"x13/8" - p DOOR TRACK BELOW) 311'204 9 VBid Set 8-2-2004VLAW A-O5 tlgn df 32-AM - 1 2"x4" OUTRIGGERST DOUBLE 2"x8" RAFTER �Iq @ 4'-0" B.G. JANUARY 2004 ❑�oc.e 2"x4" FLYING RAFTER RE✓IS/LY✓S FLUSH HEADER :WIN. (BELOW) '�11 - 09TE OEStiR/PT/ON - --- - - - - 8/3/2004 BID SET � -i 1 2"x10' RAFT RS 2"x8" RAFTERS 1 DOUBLE2"x8" TERS (2 16" o c. 16" RAF 13'4"x97/2" LVL GO �q� VALLEY - DOUBLE + \ D Le\ J RAT HIP x7g" LVL BLDG k L A\4p�F / I 2"X8" RAFTERS \� P-I co_ / 2" 8"IT LEDGER - SINGLE 2"x6" 16, o.c. \ 1. ¢ .- / E S / DOUBLE 7 0 6" 1Yq"X71/q" LVL BI-DG RIDGE - SINGLE ,> RIDGE - SINGLE BLoc.b 13/4"x111/q" LVL I i�q"x111/4" LVL \ WIN LEDGER - /-�- \ \ HIP - DOUBLE I SINGLE 2"x6" /J0 F- -�i\ 13/4"x71/q" LVL VALLEY - DOUBLE 9+NF1\ '�/ "x4"1/4"X7/4" LVL 2 � ' �'( 4 �.� 4 .\ VALLEY - DOUBLE �`°G\ FLYING RAFTER � / Y3Ia ' , Z 9 1Yq"x71/4" LVL _ \ \ o\• DOUBLE82x8�TRAFTER a,° 2 11 13R BLE 2"x4" OUTRIGGERS / DOUBLE ' \ D 16" o.c 'x911/z" LVL @ 4'-0" o.c. -\ 2"z10" RAFTERS I ^ti 1- \�+,'O° 2"0" RAFTERS . DOUBLE 2"xlO" GER 2"x4" HEADER ELOW) I TRI \\\\ RYING RAFTER OAF TER 2"x8" H PDx SINGLERAFTER �NGL6 L 2x44"OOUoTRIGGERS �\�\OG� \0 2 k8'H NAI DOR BNB F2"10" 1-I D"z4 SOLID BLOCKING 0" o.c AGM 1YN'x91/z' LVL \ /q RAFTER I I \ 2"x4'' IAPH OUTRIGGERS NG) RAFTER I DOUBLE 2"x8" RAFTER _� 2M8' DOUBLE O LBPLATE j M 4'-0" o c. SIL _ SIMPSON - FACE I \\ / I 2"x4" FLYING RAFTER z"xg" RAFTERS @ xs o AFTERS EXTERIOR DOORS AND WINDOW SCHEDULE "xg" oI MOUNT HANGER IJ z > IILDG a 1 ALL WINDOW UNITS AS MANUFACTURED BY 'ANDERSEN CORPORATION' ALL UNITS EXCEPT GLIDING WINDOWS SHALL BE FROM WINDOW SERIES WITH SILL PLATE 'I HUTI/MAH Iz J 'STORMWATCH PROTECTION'. DOUBLE HUNG WINDOWS SHALL BE 400 SERIES TILT-WASH, FRAME AND PANEL EXTERIOR SURFACES TO BE VINYL CLAD. CANTILEVER �' IN > ��I @ 16" O.C. EXTERIOR AND INTERIOR FINISH COLOR 'WHITE'. HARDWARE FINISH WHITE" GLAZING HIGH PERFORMANCE IMPACT RESISTANT LOW-E GLASS. BEAM (BELOW) rcw 2"x8" RAFTERS =Q w _I DIVIDED LITES ALL WINDOWS SHALL HAVE STANDARD PERMANENT EXTERIOR AND REMOVABLE INTERIOR GRILLE PATTERN. WOOD GRILLES,3/q" WIDE. COLOR' 'WHITE'. LEDGER - omI 116" 0 Io=n Do oI DOUBLE SUPPLY EXTENSION JAMB (167) FOR 59/B" WALL THICKNESS. _. SINGLE 2"x6" wo) la =" z'� DOUBLE 2"x8" RAFTER 1Yq"4/2" LVL MULLED UNITS SHALL BE JOINED TO SOLID VERTICAL SUPPORT BETWEEN UNITS. SUPPLY EXTERIOR FILLER AND VINYL TRIM. DOUBLE =01 i ILog 2"x10" RAFTER DOUBLE 2"xB" RAFTER z DOUBLE 2"x10" RAFTER DOUBLE 2"x8" 2. EXTERIOR FRENCH DOORS AS MANUFACTURED BY ANDERSEN CORPORATION' ALL UNITS SHALL IL FROM DOOR SERIES WITH 168' DOOR PROTECTION' DOUBLE _ -------------- RAFTER DOOR SERIES' 400 SERIES 'FRENCHWOOD HINGED PATIO DOORS' MODEL no, VARIOUS MODELS. GRILLE no ' 'FWHGHT AND 'FWHLAZI DOOR AND FRAME i�q"x911/z" LVL IMPACT RESISTANT LOW-E TEMPEREDEXTERIOR SURFACES TO BE VINYL LGLASS.XTSUPPRYA EXTENSION TENSIONORJAMBSH167o FOR 6 H�TEW AL HARDWARE THICKNESS. SIUPPLY BRIGHT BRASS', NG HIGH PERFORMANCE �� RAFTERS I HGUS5IMPS0,DANZ ERE / I.G Y DOOR SPECIES MAHOGANY GLAZING TEMPERED GLASS DOORS SHALL BE PRIMED AND PAINTED 'WHITE' COLOR \ MOUNT 3. EXTERIOR WOOD DOORS AS MANUFACTURED BY SIMPSON DOOR COMPANY 400 SIMPSON AVENUE, McCLEARY, WA 98557. (TEL) 1-800- 9-2-4057. LEDGER - L\ I I / EXTERIOR DOOR SERIES' MASTERMARK COLLECTION' DOOR TYPES EXTERIOR FRENCH AND SASH' DOOR NAME 'VIEWSAVER THERMAL SINGLE 2"x6" �1� I /e. SASH 7081 vs <F.\ @ 16" o.c. /�, FOLLOW MANUFACTURER'S 'CARE AND FINISHING' INSTRUCTIONS HARDWARE - H SERIES, STYLE 'GEORGIAN' KNOB W/ DEAD BOLT, BRI HT BRASS FINISH •605 (TYP). +�_ T vl F\ -I - I /�y �o O 2''x4" "x4" OUTRIGGERS __-. - DOUBLE 2"x8" x8" RAFTERS / `G°L( w w I P �/ate FLYING o.c. 4, GARAGE DOORS AS MANUFACTURED BY NORTHWEST DOOR, INC HERITAGE CLASSIC 'E-SERIES'. " OVERLAY' �x \O\ /OJ 0 4'-0 MODEL •F 1065 WESTERN RED CEUA RAFTER ` B \a 9 16" o c .__---. ___ ____.-__t 1 _ -2 x8" �. '� 2' x8" RAFTER CLEAR CL, 'R DAYLIGHT VENT PATRICK 16" KAI-D.0 \ I� > � �I / SYM QTY. DESCRIPTION MODEL " UNIT SIZE R.O. OPNG (SF) W H (SF) cSF) NOTE r�� _-_ --- BRENNAN 13 'x111 LVL / Iw: w \ R 1/ SIINGLE RAFTER G ry A 2 GLIDING WINDOW G33 2� 5/q /3 2 0 x i 044 21/B�, 16 4 " 4.70 3.0 ARCHITECT n � a / 2'_11/4" 3' 3 0' /3z /8 BLDG.a._. .----.-__._-___- _- _-----------_ w RIDGE - SINGLE /_ ��- _�_ \ GE - O��'N 7 � 1 7 Z. � 161 4.73' � 2.79 x11 q" LVL B 3 TILT-WASH D.H. 7W2036 2'-1/8 x 3'-8 e' `2/e ' 3'-8/8" OR d /4 /4 O x A, x IS l 5 / ILL Q _ I A L C 2 AWNING WINDOW AW31 2'-11 /B" 2'-4/8" 3'-0/z ' x 2 4/8" 130 31/B" N/A 5.20 1.30 w�- _w r�9 - - 2"x B" RAFTERS /J�� Iz � = I-\Vv ZfL D 19 TILT-WASH D.H TW20310 2'-1% x 4 0'/e" 2'-2'/e" x 4'-OT/B" 277 211%" 181/4" ' 526 3.09 ED ARC 1 0 C. O I \i s 1 ➢ 7 261/,"1 \II vs O _ E 2 TILT-WASH D H. TW2452 2'-5/e" x 5'-4/e ' ' 2'-6/8" x 5'-4/,° 4 72 25/8" 8.92 510 . � G�vIE N@yF ctn - A ( ° 5 1 7 7 � _x /-� >� -I \LC 60, F 3 TILT-WASH D.H. TW2042 2'-1/B° x 4' 4 /," 2'-2/e" x 4'-4/,° 308 21/s" 20/q" 5.79 3.40 N / /P�• \ --- _- _I 5'IMPSON - FACE \ 2"X8" SOLID 4'_SIPl H 2 TILT-WASH D.H TW24462 2'-55/8" x 6'4%'' 2'-61/e" x 6'-4,/B° 5.80 257/," 32/4' 10.84 1 6 17 TEMPERED GLASS ?5 w - 1 A x 1^+C BLO NG n\a I \ OQ 2"x10" RAFTERS MOUNT HANGER \ (DIAPHRAGM BRA �ING) J 2 TILT-WASH D.H. TW3052 3 1/e x 5'-4%' 3 2/a x 5 4/e 6.18 33% 26/q ' 12.03 6.67 TEMPERED GLASS OF.NE`N DOUBLE 2"x10" RAFTER @ ---JiGS1S5., D�OgUBLE2" z J J w>j DOUBLE 2"x8" � �'- 3 x 3 4�/O 2 10/B ' x 2'-4 /ee 1,7 177/'' 3 90 LO szs wcsT zz"d sTeeeT DOUBLE 2"x8' RAFTER I M 3 AWNING WINDOW AW251 _ 4/e x 2 7 /e" N/A 1 S - 7 1'-1011/8" x 3'-47 1.77 177e 12/4" 3 32 2.03 rvew raBX, New v3Bx ,00n 1 x9 LVL IcX J z RAFTER N 2 TILT-WASH D.H. TW1832 1'-9/e" / 4129891123 N w N J DOUBLE P 3 TILT-WASH D.H. TW2846 2'-95/e" x F-BT/8 2'-101/e" x 4'-8T/ 4.62 29/e" 221/4" 898 5.05 _ > w I 1Y4°x9/2° LVL �I ' 9/O" X 3'-0%� 10/s" c coPVRlcrvr 2ooa 2 'x6" RAFTERS I z I e 16" o e � w 0 2 TILT-WASH 'D.H TW1821C 1'- O 7 1'- 1 x 3'-OT/B" 1.52 17T/e" 121/4" 2.90 1.78 � - 2"x8" SILL PLATE SIMPSON FACE MOUNT w\ �\ 2"x8" RAFTERS DOUBLE 2"x10" III PRo✓Ecr NFNE HANGER IT 11/MAX Io x w x o - Q 16" O.C. RAFTER _ w� o =o w,�I HIP - SINGLE DouBLE z"xB" RAFTER =� �^ _ � 1 "x111 " LVL LAWRENCE RESIDENCE SINGLE r'xs" RUBLE 2"Xia ' RAFTER / \ 2"x8" SILL PLATE EXTERIOR FRENCH DOORS _ 2 EDGER - / 800 WEST CREEK AVE. "X10i1 SOLID 12 1 FRENCHWOOD DOOR •FWH 27611AR 2'-611/,"x6'-103/8" 2'-7"x6'-11" 13.48 337/8" 7811/8" B 69 13.48 CUTCHOGUE, NY // \\ BLOCKING 9 4 -1P' O.c14 1 FRENCHWOOD DOOR "FWH 41611APLR 4'-0"z6'-10/8" 41-1"x6'-1" 22.24 41" 81/B" 12.20 22.24 x (DIAPHRAGM BR/ LING) / LEDGER - \ - 15 1 FRENCHWOOD DOOR •FWH 41611PALR 4'-0"x6'-105/e" 4'-1°X6'-1" 22.24 41" 781/e" 12.20 22.24 / e i16" o C. DOUBLESINGLE 2 x8^ 2"x6" \ 611AL 2`O"x6'- Od/e'I 2'-7 6, 1" 22 24 41" 781/e" 12.20 22.24 PROJECT NO LEDGER - / I 2'1x8" HA-TEIRS 16 1 FRENCHWOOD DOOR "FWH 41611PALR 4 1 4'-1" 03;001 SINGLE 2"x6' / RAFTER y� 18 1 FRENCHWOOD DOOR •FWH 27 '-61/s"X6'-103/e -11" 13.48 33T/e" 781/8" 8.69 13.48 rrrcE DOUBLE 2"00" �9q\\ 11 21 1 FRENCHWOOD DOOR •FWH 27611AR 2'-61/e"x6'-103/e" 2'-7"X6'-11" 1348 335/8" 781/e" 869 13.48 ROOF FRAMING DIAGRAM RAFTER 22 , 1 FRENCHWOOD DOOR •FWH 27611AR 2'-61/e"x6'-103/e" 2'-7"X6'-11" 13.48 331/8" 781/8" 8.69 13.48 AND EXTERIOR DOOR 2"X4" FLYING 2"x8"I RAFTER v Le�F\\ 28 FRENCHWOOD DOOR •FWH 41611PALR 4'-0"x6' 108/e" 4'-1"x6'-1" 22.24 41" 781/8" 2.20 2224 AND WINDOW SCHEDULE RAFTER IGGERS U 16" 0 c. - -- \ - 29 1 FRENCHWOOD DOOR •FWH 41611PALR 4'-0"x6'-103/8" 4'-1°X6'-1" 22.24 41" 781/," 12.20 22.24 2x4 OUTR \_ / L 4'-0" o.c _ - - \ 36 1 FRENCHWOOD DOOR •FWH 27611AR 2'-61/8°x6'-10%" 2'-7"x6'-11" 13.48 337/," 81/e" 8.69 13.48 FRENCHWOOD DOOR •FWH 27611AL 2'-61/e°X6`103/e" 2'-7"x6'-11" 13.48 337/," 781/e° 8.69 13.48 scitE I N.T.S. LEDGER - SINGLE 2"x6" DOUBLE RAFTER ( 4soup BLOCKING EXTERIOR WOOD DOORS _ OESIOA 19 PB SW 2"X10" (BELOW)(BEL 2"x8" SILL PLATE RIDGE (DIAPHRAGM BRACING) • NSION LOCKSET TYPE FUNCTION QTY. HINGE QTY. REMARK pgq/xNBY. SW 2"X8" SOLID BLOCKING (DIA 1 1 EXT. FRENCH AND SASH 7081 3'-0"x6"-8" CYLINDER W/ ENTRANCE LOCK 1 BRASS PLATED 2 PROVIDE KEY ALIKE 0 o.c. i SINGLE 2"x1r' N0. QTY. DESCRIPTION DIME 4'-0" o.c. DEADBOLT STL. BUTT cHECKEO B» PB (DIAPHRAGM BRACING) 2 2 EXT. FRENCH AND SASH •7081 2'-0"x7'-0" CYLINDER W/ ENTRANCE LOCK 1 BRASS PLATED 4 PROVIDE KEY AL KE DEADBOLT STL BUTT 40 1 EXT. FRENCH AND SASH •7081 2'-6"x6'-8" DEADBOR W/ ENTRANCE LOCK 1 LT SRTLSBUTTATED 2 PROVIDE KEY ALIKE pgpN//�Ki' NO GARAGE DOORS - o G 38 1 OVERHEAD GARAGE DOOR 9'-0"xT-0" PROVIDE (D ELECT./ REMOTE BL5 . 5 CONTROLLED ROOF FRAMING DIAGRAM 39 1 OVERHEAD GARAGE DOOR 9'-0"xT-0" OPERATOR 1 SLFLE NT.S. T LAW A-03-5 A T4-5 A 5-1 dgn 8/2'P504 3 43 :A PM Pav,.a<cr oarE CHIMNEY POT BLDG„ WIN CEMENT WASH Q & DOOR oR I H�vrsror✓S N ELEV IaEo BLUESTONE VENEER _ 0 12 �t2 HIP ROOF DATE OESCRlPrlON 12� 0 8/3/2004 BID SET TO RIDGE - ELEV 0” - - ROOF SHINGLE I I HIP ROOF }-.11'A ��� 12 - , TS' ��- - ELEV:RIDGE 40'-10'/4"PAAGEI TELEV O RIDGE 12 4 CEDAR 2x4"TRAFTEF2AAGE) ON 12 T.O.RIDGE IG FIN cewNc - - I' i 12 TAIL @ 16" D.C. CEDAR 2"x4" RAFTER TAIL - - 5 v, - - ROOF SHINGLE �12 ELEV"%'Il'/i' - _ _ _ MEAN ROOF @ 2D/2 O.G A- _ - a - FIN CEILING ELEV 37, BY,, - - - 12 - ELEV]]'-Y' WOOD CLAD BEAM Im _ _ ��II_ II 12� ��- CURVED WALL ® 00 0 pI _ GO ALUMINUM I- i O - LL = - ■ p 1 0 WOOD FACIA ANDRAINWATER DIVERTER z z _ a w z z _ - O O i SOFFIT Q Go w x ir, '� f m ALUMINUM GUTTER. - _ © © z z = o z z CEDAR 2"x4" RAFTER m 0 m o LL 1 m � _-- -_. I,I ( � LL TAIL @ 18" o.c. ALUMINUM DOWNSPOUT �o io _ - I, - = 0 DRAIN TO DRYWELL (TYP.) _ 0 - °' � CEDAR SHINGLE W/ I- FIN.SECOND FLOOR WOOD FACIA (TYP ) 12 _ _ _ _ _ I� _ - - fi" EXPOSURE SECOND \ FIN.CEILING �L: c FELEV IN.SECOND FLOOR !. W — ELEV 29'-11/z" CEDAR SHINGLE W/ 4 FIN.CEILING to GARAGE x ELEV:29•-O'• 6" EXPOSURE (TYP ) '. ELEv:2r-nye• , - CO FIN.LANDING N z ELEV 2ev'/i' COVED CEDAR SHINGLE FIN CEILING Q AT ENTRACE of m r ELEV 2B'_0.' L'_ ® J � O q _ a PREFABRICATED 0 o WINDOW WELL i ,o m EXPOSED CONC - Lt --- - LL .I 37 36 E BELGIUM BLOCK m FOUND WALL s- _ o d CURBING SIDING FLARE (TYP.) ~ ELEV 20'-G" _ _ _ . - _ r FIN FIRST FLOOR — ------- ------ ..... —V — _—n------------ -- ^---- __ - m TO.SLAB AT GARAGE _ I"1 ELEV 19'-6•' ITY FN ceurvc BLUESTONE PAVING ___ RETAINING WALL �'- O WOOD CLAD 1'------ LINE OF PROPOSED GRADE MEA GRADE COLUMN --- µ— o ELEV O '--_—_ 0 TO.FOOTING ___---- t - BLUESTONE VENEER ELEV 1s'-0" MEAN NECNr IN CELLA DRY STONE i / To Foonrvc C? ELER i' RETAINING WALL PREFABRICATED r.O.FOormc � WINDOW WELL ELEV.t4'-o" ELEv:w-O" AND STEPS LINE OF EXISTING GRADE °J (BEYOND) To.FoonNc BELGIUM BLOCK If ELEV,t2'-9yi' APRON x : JI T.O.FOOTING ELEV:11' V/x" FIN CELLAR - - - -- STEP FOOTING ELEV T.O.FOOTING _ ELEV EAST ELEVATION 1 scALe v4'• . r-o'• ' 4 BLDG & BLDG & TRIM: WIN WIN HIP ROOF CEDAR SHINGLES SHALL BE No. 1 BLUE LABEL WESTERN RED CEDAR SHINGLES. PERFECTIONS (TYP.) & SPECIAL SHAPES AS INDICATED. T.0 RIDGE 36" A.F.F. !. WOOD GUARDRAIL ELEV:a•-O^ PATRICK TRIM' 1. FACIA, SOFFIT, CASING, AND BEAM & COLUMN CLADDING _ -�' SHALL BE FINGER-JOINTED AND PRIMED CEDAR TEO RIDGE 10 I_ _ °J BRE- N N AN 2 SILLS, RAFTER TAILS, LATTICE, AND RAILING COMPONENTS ELEv 4v-D•' - - --- - - T.o.RIDGE N ARCHITECT ELEV; SHALL BE SOLID, CLEAR CEDAR - - - - 44-]yi• 3 ALL TRIM SHALL BE FULLY BACK-PRIMED. - -- TAIL @ 18" 0.c. - - - _ CEDAR 2"x4" CEDAR 2"x4" RAFTER I 4`31/, _ m w RAFTER TAIL @ 18" o.c T.O.RIO GE -r�--�r = p0 ARp TO RIDGE (GARAGE) - ELEV:41'-P/x r_ T, 12 / CLP h9p ELEV41'-TI/i' _ _ 5.5r 1-2— _ -. - - I \� WOOD CLAD BEAM v,H`LNaR \ I -__ _ _ - _ 5 WOOD CLAD COLUMN T.0 RIDGE ELEV: 4O'-toy' HIP ROOF 12 _ _ I. 100 - W tia k',Jy1t - -�s.5 FIN CEILING ,L a s - �12 - - - 72� - - -- Of �12 _ / 36" EAEF.FJ'-tl/z" r FIN GELLING 1 _._ _ _ __ _ .12- De 12 12 e 25365�1J�Q ELEV' 11 2" - _- - 12 - - 12 - _ - _ OF NE 00 ® GUARDRAIL WOOD ® 0p - - - - - - - -- - \ <- p a p 526 WEST 22nd STREET O w Qp Qp Z Z QD WOOD SILL GO ^ NEW YORZ 29E89w YORK 10011 WOOD FACIA AND SOFFIT In m WOOD FACIA _ OD OO z _ - - - _ _- - . _ _- N m AND SOFFIT Z w _ m, O / © COPYRIGHT 2004 0 WOOD CLAD BEAM CEDAR SHINGLE W/ - C° � _ 12 FIN.seCaNO FLOORaao✓Ecr NavE 6" EXPOSURE (TYP.) - - - 14 ', fELEV zu'10/i' FPI.SECOND FLOORSECOND FLOOR - -- - - - - -- - - �- - -- - - 2 4 - GUARDR SPLASH) _ - EIN CEILING = 800 WESTLAWRENCRESIDENCE AVE. ELEV ' 29-0" N ELEV 29'-1y" e - CUTCHOCUE, NY FIN CEILING _ _ ELEV:27'-11N - WOOD WOOD SOFFIT a 1 ALUMINUM COLUMN CLAD P.) w CEDAR 2"x4„ _ GUTTER RAFTER TAIL @ 18" o.c. 36" WOOD GUARDRAIL - araa.LEcr No LL ALUMINUM 031001 WOOD STAIR I. DOWNSPOUT. 5/4" MAHOGANY o BELGIUM BLOCK - - AND HANDRAIL DRAIN TO DRYWELL 14 DECKING m rrrLE m APRON (BEYOND) _ _ _ _ _ _ - .I WOODRAILINSTAIR AND (BEYOND)DRIVEWAY o 4"x4" CEDAR POST EAST AND NORTH ELEVATIONS STONE CURB - - - _ _ _ FIN FIRST FLOOR r - ELEV OL ELEV. 1�2AT GARAGE LINE OF EXISTING GRADE Jr- - _ __ . . _ �� "Tb -- ___ ELEV.RADE T FIN PORCH P �_ ELEV 19'-6" N _ ALE FIN DRIVEWAY _ _ __ -----_� ELEV 19- /x = - ------- ---------- _ srcNEoen PB SW STEPPED DRY STONE cE FIN I G O 1/4' 1' 0" ' --{{ RETAINING WALL _______ __ ` - DOWNSPOUT --------- ALUMINUM _ l� - 4 --:' -- -j '-' } T p' WN BY. SW TO FOOTING DRAIN TO DRYWELL - `` --' r� i ___ ____________________________ m El,EV 13`15" ELEV. 1. G -_---- - -____-_--- �- CHECKED BY• PB CONC. FOOTING 2 COAT CEMENT STUCCO - Ew.ceuA� FOUNDATION WALL AND FOUND. WALL - - ELEV n•-OI/i, NrNc Na LINE OF GRADE (BEYOND) (TYP.) - TO FOOTING(BEYOND) - ELEv:10'-5/i• — 06 WOOD LATTICE W/ MASONRY PIERS, BLUESTONE NORH LLE VAT ION INSECT SCREEN ON CMU BACKING (TYP T ) 2 (ON BACK SIDE) (TYP scALE v4^ - r-O° . -i ,LAW S-Eo P JV'. B^'?1U4 3 1' J3 IIA WOOD CLAD BEAM z CHIMNEY POT PPo,�cr oarE BLDG W 3:_p ' 36" A.F.F. B000aA HIP ROOF 3'-0" CEMENT WASH . JANUARY 2004 ww WOOD GUARDRAIL T.O.RIDGE PEviSS'lONS ELEV n'-O" - 12� BLUESTONE VENEER oarE OESCP7Pr/LW 8/3/2004 BID SET T 0.RIDGE ELEV r-3'/t' GUTTER SPLASH - 4 GUARD .- - f- _ - - - _ CRICKET (BEYOND) o To RIDGE _ _ _ I_ .. 12 - -I _ _ 12 - - - T,o.RIDGE ELEV:4t'-JI/i' - _ 12� - - _ .�12 - -- ice__ ELEV:4P_11A 12 12 WOOD CLAD COLUMN 36" A.F.F. 121 \�12 - - _ - - - -- - - - -- - __ COPPER STEP FLASHING WOOD GUARDRAIL FINN.CEILING _ A-� - - _ _ - -_-- 'r•- - - — __-- - ' _ ELEV 3 FIN CEILING _ __ __ __ {' - - - ----- - MEAN ROOF - ELEV'3J'-2" A- ELEV 3)'-B�" ' CEDAR SHINGLE WOOD CLAD COLUMN p o ¢ Lis , 2 27 o o J z O OB z z OG OD LL - O Oc WOOD FACIA AND SOFFIT 'Q 5/4" CEDAR SILL z ? _ - o °J " " °c o WOOD CLAD BEAM (TYPO ALUMINUM GUTTER WOOD FACIA AND iO _ _ - _ FIN. SECOND FLOOR SOFFIT (TYP.) 12 - - - ' _ -_' _ - , ' r - ., - 12 ELEV 29--111/2" -_I - - _�4 FIN,CEILING FIN SECOND FLOOR - r - a GOL IN PORCHY - ,'- _ ELEV 29' FIN.CEILING _ L2 ELEv'ze'-o• 4 a WOOD CLAD COLUMN (TYP ) CEDAR SHINGLE W/ SH,voo vkv� rII w 36" TALL WOOD GUARDRAIL = 6" EXPOSURE (TYP ) I❑ ❑ o ❑ ® �� z WOOD DECKING z o LL _ ON P.T. FRAMING o OUTDOOR SHOWER 8 OR c 20 16 13 0 � 12 � 11 WOOD LATTICE W/ Q m 0 - z z INSECT SCREEN rn 0 ALUMINUM DOWNSPOUT. - - . m T I " "- ' � I (ON BACK SIDE) (TYP.) - DRAIN TO DRYWELL (TYP.) a 40`, " 2 COAT CEMENT STUCCO --\ I m � LL MASONRY PIERS BLUESTONE � o ON CMU BACKING (TYP ) FOUNDATION WALL - iO -1191, il FIN.FIRST FLOOR FIN FLOOR FLEV:20 PORCH ELEV 20'-0" M jJ ELEV FIN I9P/;' P - .. ❑ — MEAN GRADE FI ❑ FIN.CEILING 1 J Illh 101 II ELEV:1� 9 0/= I ELEV O'-4" COPPER DRAIN—/ - FINISHED GRADE _ _'. To FOOTING TO ROOF DECK - o ELEV.; H' ' FINISHED GRADE "ti rt - m ELEV:1a._D., r- _ ---_ LINE OF GRADE _c., _.)- ELEV 15'-10" - _ - - _-. I - - _____ _ _ r (BEYOND) ..-- - - I +_ ' - WOOD STEPSL � ________________________ 1__________t 1 � �� ��� __ __________ __ I FIN CELLPR 77t ____________, ELEV V-0/2" AWNING WINDOWS ALUMINUM DOWNSPOUT. DRY STONE (BEYOND) DRAIN TO DRYWELL -------------------------_______ __________________________________ ___________ ___ RETAINING WALL WOOD STAIRS, 1 WEST ELEVATION I LINE OF EXISTING GRADE POST AND HANDRAIL SGIE CL BLDG BLDG R WIN' BLUESTONE VENEER I ROOF CRICKET +, HIP ROOF T 0 RIDGE ELEV'4fi'-1P/i' ' COPPER STEP FLASHING j PATRICK N II I BRENNAN D TG RIDGE ° - ARCHITECT ELEV 4C-33'f p CEDAR 2"x4" RAFTER TAIL 0 18" D.C. I'I WOOD CLAD BEAM- m = -- L I' TO RIO cE IG RACE) -- - ELEV'4t'-T/i' ED AR T RIDGE - OD. z !y2 - - _ - - RIDGE 0Q' CH/ ELEv 4r-PR' - 12 - T�5 5- ' __ - _ "- 12 / ELEv 4D'-log/;' �5 �vIkVIN Q9 >FO WOOD CLAD 5'5 �— o COLUMN (TYP.) FIN.CEILING ' �� I - - � - - __� �--� � J _ - � S ELEV HNL CEILING r ELEV 37'-10/x' _ __ 7 - - •n _ 17 __ _____ 36" AF F 12 12 -- - - - 0 53 JO 12 1 WOOD GUARDRAIL 12� - - - - - 9 TFOFNE� WOOD SILL O Q- ® 12 ® - _ -- �-- Of o - 526 WEST 22nd STREET o a o x 12 - - o w �\ o NEIN roRx. NEW roRn ,00u _ BLUESTONE VENEER 212 989 nx3 OD O z m LL N SOFFIT _ _ -III' _ _ - 50 Z_ - WOOD FACIA AND j I L.. © COPYRIGHT 2004 -- WOOD CLAD -- BEAM (TYP ) - �o � ' - _ '_. - _- _ _ m � Pao✓Ecr NaNE FIN FIN CEILNND FLOOR - _ .. --. LOOK = ELEV 29'-1P/i' - - - - .. , - - '� _ -- - _ _ "-_ _ _ _ __ ____ - _ ___ ELEV E29'N�F : I ELEV 29'-0" - " LL - A- FIN CEILING a GARAGE C`UTCI IOVU Y E N LAWRENCE RESIDENCE 800 WEST CREEK AV woaD GLAD r -- -- Ev 22•-„�;' E: N 36LU .F (TYP.) - - - Qo- CO — F.T. .F.F. - WOOD GUARDRAIL - - - - _ E�, _ _ _ :- 1 .. �,, aPo✓Ecr L✓o WOOD DECKING ON _ - - - - a -- - 1 o . FRAMING IH - �_= 031001 m WOOD STAIRS, POST AND HANDRAIL - ---- - - - - - - � �- - - - _ _CEDAR LATTICE. cc 12"x12" SPACING WEST AND SOUTH �- _ FINISHED GRADE -- - - - ” - - - - - - - _ ( ELEVATIONS D 0 ELEV.' 15'-10" - _- - - _ l FIN.FLOOR FIN FIRST'FLOOR _ _ _ - - _ ELEV 20-C -ry FN PORCH) 1 0 .I, - - __ - __ - - - '-r'- , - 1--^ GPNRAGE� A v _ _ --_ -..-.. - - -r - _ \ n " ELEV'19 ,I/� .I , , _ - T FINISHED G= ELEV:19' fi' SCALE TOP . 1 WALL FIN cEluNc ❑ 1/4 1 = 1:_011 ELEV'19'-0/i' ELEV. 15'-9 � . ' �I RADE O z �' u ( BEYOND) ELEV. 19'-2" oEsrcNEo en PB SW OOTING BOT. OF WALL o BLUESTONE VENEER __ L _ _ _ _ _ T.o 14'-0"- Oq,9WN BY. $W ___ `4 DRY STONE ELEvi cD^ 1 r- RETAINING WALL MASONRY PIERS. '�., _ ELEV 12'-8" m ON CONC. BACKING (TYP ) '-- - --n DRY STONE } --- -- , I` JI RETAINING WALL crEa e» PB __ -------------- T.D.FOOTING o PIER i II PREFABRICATED T.o.Foonuc PIER - z - , -----_ UCCO wlhC No WINDOW WELL (BEYOND) crvE ELEV.IZ-D" ---------� _� 2 COAT CEMENT STi ELEV: n•-]yx" _ - - - _ _ _ _ _ _ - - - _ 1 - _- - _ - TO.FOOTING FOUNDATION WALL FIN ceuAR WOOD LATTICE DOORS - - - - - ELEV: ELEV m- A ALUMINUM DOWNSPOUT. A - 07LINE OF DRAIN TO DRYWELL WOOD LATTICE W/ FINISHED GRADE AT I EXISTING GRADE INSECT SCREEN TOP OF STEPS - 2 SOUTH ELEVATION (ON BACK SIDE) (TYP.) ELEV.: 14'-C" LAW A-06 A-07 LEH 8/212104 3' 49 54 PM L II I PROoE'CT GATE 4 I OLOG_RIDGE, GIRDER.c JANUARY 2004 PIPE COL. HEADER - TRIPLE HEADER - TRIPLE D r.a.elocrJ �_. rE 047EREVIor✓S L A 09 Y RIDGE - SINGLE A-o9 BLiGEN FATE OESLRIPTfON VL ELEV.a6'-1P/p" tea"x11/4" LVL T.O.RlocLl R RIDGE - SINGLE 8/3/2004 BID SET i ya I/a r --- IY,"x14" LVL TO aIDCE _ 'y 0 it ' r 1 R-30 BATT INSULATION RIDGE - SINGLE PLYWOOD FLOOR 2" 1' 2"�8;; RAFTERS 1 1cy"x111/4" LVL ELEV` 4aL3y," 1 TO RIDGE (GAR AFT }� r o.a1DGE wu+ncE1 a x8" RAFTERS ELEvl ar-,y," 4 i 8 ELEV 4r T.0 aIOCE ICARAGE) @ 16 O.C. I� " CEILING JOIST ATTIC � v O•-tG "x8 E ELEV,4 2 16" o.c —� /. HEADER - TRIPLE 2"x8" WOOD CLAD COLUMN - - + FIN,CEILING Y ELEV.37',1P/z" WOOD CLAD BEAM 36" A F F. WOOD GUARDRAIL - ��7 `- - � - ' ' WOOD CLAD COLUMN r� I HVAC - ta e d SUPPLY DUCT HVAC - --- -J/ 2"x8"I FLOOR JOIST _ ^ SUPPLY DUCT @ TT D.C. A ON o Q 36" A.F F. WOOD GUARDRAIL 1` p Jul BATT (,INSULATION mLT,ii m n aD WOOD SILL o A-De --- -- ---- FIREEILOCKING ro m 2"x6" P T. FLOOR FIRESLOCKIIJG / 11 WOOD CLAD BEAM JOISTS @ 12" ox @ 10'-0" O.C. _ FIN secorlo FLOOR L 12 ELEV: 29 19/i° — \ A 09 \ FIN.SECOND FLOOR _ FIN.CEILING HEADER - "- f - ' _. ELEV z9'-1);^ 4 I�_ N � >-I ^^ ELEV:29 0" =N I - � V I TRIPLE 2"x8" - --_________I 1 - R-30 BATT TRUSJOIST TJ1360 INSULATION / R-19 BATT INSULATION 25/6 'x117/e I-JOIST COLUMN o T&G CEILING 30' TALL GUARDRAIL p WALL HEADER o. - (TYPJ - WOOD CLAD a m Ej WOOD CLAD COLUMN 2 ,x6.. _ DOUBLE tea"x14" LVL A-o9 n - W/ R-19 BATT INSULATION o III °i lulD °c SIDING FLARE (TYP.) ED _ UP W000 STEPS AND 11 IL_ ` FINIS-IED GRADE O1 -- = m GARAGE DOOR r- - � ❑ III ELEV, 19'-0" 2 COAT CEMENT 5/e° FIRE RATED HANDRAIL II II STUCCO FOUND. - 1 GYP BOARD WALL - _ _- I BELGIUM BLOCK APRON- 91N PRON FIN_f IRST FLOOR FIN.FIRST FLOOR p _ ELf V'20'-0" - ELEV 20'-0" FIN PORCH C 1 FINISHED GRADE rI _ ELEV.: 17:-6" __ - -_ FIN efalrvc -----____-_ STL. BEAM- 11 n-o9 ELfI 19'-Oy,' ___-___ 5" TH REINIF WB % 3K 1 CONC SLAB nos HVAC - STL BEAM- --- 10" 71H. CONC o 2" RIGID SUPPLY DUCT W10 x 26 FUUNDA WAU� - 2" TH. CONC SLAB I I - t INSULATION m CRAWL vAcE �STRUCT. TUBE COL (TYP.W GRADE N 2" RIGID INSULATION u 3/z"x3/z"x1/4" BELOW ELEm 14'-4•' RIGID INSULATION TO FODTINI BEAM - TRIPLE __I_, ) ELEV 14'-0" '----L '' A-09 2"x8" P.T. FIN CELLAR EL __________I I --1— — T I I L--_rI-_-_�____---_.___ BUILDING SECTION3 GARAGE SECTION 1 SCALE 1/4" • V-0" sCALE' I/q y-O.. rL HIP ROOF RLDc BUILDING COMPONENT THERMAL RESISTANCE BREAKDOWN HEADER - SINGLE ' 'I 13/q"x111/a" V VL FOUNDATION EXTERIOR WALL ROOF - R COMPONENT R COMPONENT R ELE COMPONENT , 12 LEv141�- 19/z" 70.0 2" STYROFOAM INSUL 0 17 0.5. FILM 0.17 0.5 FILM PATRICK 12 ARCHITECT 12 I. 12 0.64 8" CONI .87 CEDAR SHINGLE 0.04 ASPHALT TO a1oE� 0.68 I S. FILM 0.06 15• FELT PAPER 0.06 15LB FELT PAPER B R E N N AN EV4E ATTIC WINDOW A-09 ATTICLWINDOW __ - D a9 56�z GBYPSUMNBRDATION O.a -- 0.45 yz CDH, 2" x 10" @ 16" o.c. IL /2" BATT INSUL 1/2 GYP BD 2"x8" CEILING JOIST ��"'l� 0.62 LS FILM 0.68 1 S FILM @ 16" O.C. W/ Luu --��JJ '5/ - 6D ARC R-30 BATT INSULATION 1 t� /4" PLYWOOD FLOOR 11.32 R TOTAL 21.95 R TOTAL 33.45 R TOTAL ,t�LP QNINg I 'I WOOD SOFFIT 0088 U TOTAL 0.0461 U TOTAL 1 0.0301 U TOTAL G I 1 1 6 ea9ovE s�FA oa . ,I, • , , , - ELE1nn'/z° 0 Q _ LEDGER- TO. EDGER- a ' SINGLE 2 '6 _ �FOF NE�1 FIREBLOCKING — - 10' LEDGER - SINGLE 2"x6" - �fJ @ x6" CEILING O1 52e w212 8911 srREfr Q I I 2"%6" N � NEW YORK, NEW YORK 10011 212 969 1123 2"x6" CEILING JOISTS DO ® m 1 JOISTS @ 16" o c. W/ m f @ 16" O.C. W/ R-30 R-19 BATT INSULATION BATT INSULATION - h FIREBLOCKING @ 10'-0" o c. - VENT RAFFLEPRO✓ECT © caarRlcrlr 2oca A(9ME Ed VENT BAFFLE y � ' _ FIN.sE:_OND FLOOR 2 ELEV 2'.•22, LAWRENCE RESIDENCE 2"x8" RAFTERS 12 FIN.cEIL:Nc -tea 21:'-p" 800 WEST CREEK AVE. @ 16" O.C. 4�=, = -- — II__--_— 1 _ CUTCHOGUE, NY II HEADER TRIPLE 2"x8" p® ® PRO✓ECT NO o 031001 I I •1 m i i BEAM- SIPJ'3LE o I I I I I 51/4"017/8" PSL EDnrzE T&G CEILING I EO I � '1 D 2"xe" DIAPHRAGM WOOD STEPS ANBUILDING SECTIONS HANDRAIL ---- - BLOCKING @ 4'-0" o.c. I _- --- ' I II = -----� f FIN.FIRST PLOT R - Ik----- FP PORCH _ If-----9 ! ELfa'19'-11'/i' SCALE FIn,_CEILING \ 1/4" = 1'-011 BEAM- W8 x 31 ---_- ELEV 19•-C/2• Ili RY STONE _ ZSTL. BEAM- BEAM SEAT / WALL oEsicv�o Rr. PB SW N W12x35 ELEV: 17'-1012" _ ELEV.: 14' 70"RADE _ ELEV 14'-4 _ A STL PIPE COLUMN A t _ - FINISHED Io oRAw-i✓ en SW RETAINING 31/z" DIA STANDARD CRAWL SPACE ` 1- \ L0, FOUND _�i m ------ - ELEV; 12 1h . PB CONC. STEP--------. „ � - �•,_ FIN!°CELLAR /La?AWIAV ARE? CONC. FOOTING "1 ELEV 11'-0/2'' AND 8" DIA PIER - - - _ - - - BLUEST N ///��� (""� CONC. FOOTING AND PIER D CRUSHED NSTONES / \ — 08 O 8 BELOW `IGRADE 2" PERFORATED DRAIN ^ V RIGID INSULATION (TYPJ BUILDING SECTION To DRYwr_LL 2 SCALE. I/4" - 1'-0 LAW A-08 A-0e 19P 8,2 101 4 Do 25 11 - _ LINE OF LINE OF PRO./ECT OH7F EXT 2"00" RAFTER @ 16" o.c LEDGER WALLR,FRAMING 1 10)/4' CONT. RIDGE VENT EXTEWALL `R IN- 2"x8" RAFTER a 16" O.C. - WALL FRAMING VENT HOLE IX WALL FRArn,Nc ,JANUARY 20G4 RIDGE S •LSTA24 RIDGE - SINGLE EXT Ro � 61 1 2"x8" SILL 1 - - RIDGE STRAP e,.0c k�tYq"x14" LVL WALL FRAMING ,9EVt5fON5 _ e EACH RAFTER (TYP) /� 2"x12" RAFTER uNE OF SINGLE 2"z6' 2"x8" SILL RIDG)E1- SMVLE RIDGE / RIDGEYW SND EUSSET 6/s" % o/IL OESGRIPP/ON 9.1 1 1�4 I ,// 11 HIP ROOF A p \ EXTERIORL—p % 1Y4"x11/1T. LPDGE (GARAGE)(- HEADER - 8/3/2004 UID SET WALL FRAMING 1'-BI/z„ RIM BOARD g - - ELEV. 4V-7y,' SINGLE 2"x10" iii x iii \ `-- HEADER - V� p COPPER FLASHING LEDGER - iii i.o RIDGE � ' _ SINGLE 2"z6" � ELEV:40'-l0'/" TRIPLE 2"x10" - 1"x6" F.J.&P. _ < -- I -� CEDAR RAKE FACIA 2"x8" RAFTER % o r- o BL I KIN WOOD SOLID WOOD BLOCKING a @ 16" o.c. // , WOOD BLOCKING \\\ -\ 6 16" o.c. FTER -- 1 x3 " " o.c. ro ¢ z x4 - SOLD W i' _____ _ V 4 _O,� 3 OF G DOUBLE 2•'x6" �� �1" CONT VENT TOP PLATE (TYP.) �� TRUSJOIST •TJI230 W/ INSECT SCREEN LATH L 8" o.c 2/6'"x9/2" I-JOIST _ 2"x10" RAFTER--' \\ 5 ii', CEDAR SHINGLE RAFTER- 0 16" o.c. (TYP.) CEDAR SOFFIT HEADER - RIM BOARD 2"x6" FRAMING TRIPLE 2"x10" 2"x4" FRAMING �' IC 16" o.c. FLOOR CEDAR SHINGLE 2"x6" FURRING Y/q" PLYWOOD 2"x6" FURRING SIMPSON "H2 5 HEADER - DOUBLE 2"x8" b 2"x4" STUD WALL RAFTER TIE @ s /e" COX SHEATHING On EACH RAFTER (TYP) GARAGE RIDGE DETAIL o C CEDAR SOFFIT scALE Y:• • r-0^ DECORATIVE CEDAR _ I� COPPER FLASHING _ 2"x6" FRAMING - 2-BY BLOCKING 2"x4" RAFTER TAIL SOLID LATHING 2"x6" EXTERIOR WALL ;71 N DECORATIVE 2"x6" CEDAR SHINGLE ON 2"x8" CEILING CEDAR SOFFIT - 1 CEDAR JOIST g JOISTS @ 16" o.c. uNE of /H THI G (TYP _ DECORATIVE CEDAR 2�B TRUSJOIST TJ1230 - HEADER - SINGLE FIN.FIRST FLoaR WALL FRAMING 1 5/4 COPPER FLASHING SHEATHING (TYP ) INSULATIONRLATION ATT 2"x4" RAFTER TAIL Q 2" o.. (TYPsT *�RE2x�LVLEXTERIOR WALL ELEV za•-o" —?E GERXT�EXTERIOR WALL D GABLE END WALL DETAIL E GABLE END WALL DETAIL SOLID WOOD BLOCKING 2x6" FIN ELEVt 20 ST FLOOR r- E _ SCPLE Yi I-0' SCALE I'-O" RIM BOARD t• SIDING FLARE (TYP.)nl 1--VENT HOLE III P.T.POST — HIDDEN DECK FASTENER SPECIFICATIONS TO FOUNDATION T.aFouNonrloN TLINE OF G SILL - 2"xe" LAD ELEv�tR•-ri/�'• __ 13[/4" ELEV:18'-n'/,' i. FASTENERS SHALL BE EB-TY29/s4 Hidden Deck-Fastening SystemsTM PosT a I�p COL 3/4" TYP —RIM BOARD HEADER TT DISTRIBUTED BY BLUE HERON ENTERPRISES, LLC SIDING FLARE. TRIPLE R 38 BA FAX 908 832 5691 7 TEL 800 438.3289 6' CONTINUOUS 2"z6" SILL TT COURSE ON INSULATION -i-2"x10" RAFTER P.O. BOX 414 CALIFON, NJ 07830 BUTT I R o c 31/q ' TYP. 1x3 LATH STRIP (TYP ) 16 STL. BEAM - W12x35 2. HIDDEN FASTENERS SHALL BE USED ON ALL EXTERIOR MAHOGANY DECKING BOT OF STLELAN! ELEV n'-11 3. INSTALL PER MANUFACTURERS INSTRUCTIONS , � N A WALL SECTION DETAIL WALL SECTION DETAIL B SGPLE�" - I'-D" ' ____- BOT OF HEADER 1 scuE:Y:' - r-o" ; ELEv. 2r-lo'/,• EXTERIORL—o 5/s" COX PLYWOODI� WALL FRAMING DOUBLE JOIST I _ DOOR SILL FLASHING AT DOOR UNDER EXTERIOR WALL ALUM. GUTTER o I — x6" F.J. II CONTINUOUS WATERPROOFING SIMPSON - "EPB66-12 CEDAR FACIA FIN FIRST FLOOR 1Y,"014" LVLOUBLE —1" CONT VENT RIM BOARD III BLUESTONE PAVING ELEVATED POST BASE J W/ INSECT SCREEN ELEV: 20•-0" PITCHED BLUESTONE VENEER —CEDAR SOFFIT PITCHED REINF /g" PER 12" ROLL UP OVERHEAD COMPOSITE DECKING II FINISHED GRADE GARAGE DOOR =1—DECORATIVE CEDAR x ELEV.t 19'-0" 2"x4" RAFTER TAIL J _x CONTINUOUS SCREEN % WOOD BLOCKING �EDAR F.J.FA CIA TO, FoueOAnoN T.OFOUNDATION GARAGE WALL SECTION DETAI'I_ CONTINUOUS VENT - ELEV18'-ul/i' II - - _ - ELEv.tB•-n'/s' H I/2, 1 HEADER 41 WATERPROOFING N = REMSEAT BLUEST O NE LI T.O.LEDGE CEDAR) SOFFIT ELEV STLMS HMB AS 311 REQUIRED. (1E2" THI CK NSTRL PLATE RE B CCONC. 2" RIGID INSULATION FELDMAN BED 1 WELDED TO BEAM @ 24' o.c ) SLAB COMPOSITE / ----- I- ________ L8010�6 -r (SPOT WELD TO BEAM) DECKING. SOLID CEDAR F BEAM SECTION DETAIL SECTION DETAIL AT COVERED PORCH scALE: G SCALE Y,' - v-o" ROLL-UP OVERHEAD r BEAM WRAP (TYP.) (BEYOND) -I- LOUVER PATRICK Y:• • r-0^ GARAGE DOOR 1"x8" F J �P CEDAR 1, T.O. FOUNDATION i COPPER FLASHING W _�== G PER COLUMN RBRENNAN u 11 ELEV' 1UNDA/2" I SOLID CEDAR CAPII AL ok�_ ; -WENT GUARDRAIL SIDES) ARCHITECT INTERMITTEN I II 1 1 BLOCKING II EXPANSION FILLER, 1 ELGIUM BLOCK FELDMAN BED MOULDING u BACKER ROD, APRON PITCH TO LB0189/5"z2'/:' CONTIUOUS FLASHING 1"x4" FACIA1: AND CAULK I DRIVEWAY n 11 3" C FIRST FLOOR COL. 5/4"x12" WOOD SILL I%" CDX SHEATHING a 11 (1) •6 BAR G PERIMETER - FINISHED 2" D SECOND FLOOR COL. PED ARQy HED OSE AND 1"x4" FACIA COPPER 1 VERTICAL T&G 1 COPPER SCUPPIER WELDED WIRE MESH .—x— \l L4PER 12 - _N -,S-DRIVEWAY FELDMAN RNPGAL CEDAR 7� P T6POST i'1��5 V Y'EVI Q�FErtT OA CONTINUOUS 4"x4" WA 0 x W4.0N II (TYP ) _ i_y m CU4'x4" MAHOGANY DECKING �. -•-•- x—•N -_ - \ q: x4" W4.0 z W4.0 •L08455NI BASE EP VENT HOLE 5/ ON 2"x4•' P T. SLEEPERS n m ' COX PLYWOOD � m y BFLOOR 10 MIL VAPOR BARRIER I' +� J 7 - WELDED WIRE MESH BASE - 5/4"x6" �F NE _ _ MESH (TYP > SOLID CEDAR EB-TY HIDDEN FASTENERS a 16" c.c INTERMITTEN 1 6:: HIDDEN SCREW AND (TYP I VERTICAL FURRING (2) •6 BAR CONT. WOOD PLUG ON DECK NEW YORK. NEW"tlYORKEE10011 8" 0/2" !._O' PERIMETER 0 1B" o.c 212.989 1123 2"x4" KNEE WALL _ m x16" 08055 FURRING �I 11 DOUBLEFLUSH H ly,"x91/2'' LVL K scARA • r-o^ ION f c COPYRIGHT 2004 GARAGE APRON DETAIL SECT) LT CANTILEVER B AM - 4" COPPER DOWNSPOUT , 1 ii TRIPLE lY/,"x91112" LVL (BEYOND) �� 1/z" GYP BD (TYP ) 1 II 2"x6" FLOOR JOIST 9 12" o c. 1 W/ R-19 BATT INSULATION TYPICAL PORCH COLUMN SECTION DETAIL PRV Ecr NaNE COVERED BALCONY SECTION DETAIL BOLT 0 8" o.c. scaE }•• - ,'.o•• 5/9" DIA ANCHOR LAWRENCE RESIDENCE scuE Y;• • ,'-0•• r BOLT ° 4e^ o.°. c"^NEER 800 WEST CREEK AVE. FINISHED FLOOR Y," PLYWOOD2"z6" SILL 2"x4" SOLID CEDAR TOP RAIL CUTCHGGUE, NY LEDGER - SINGLE 2'x6" SUBFLOOR _ - - 2"x8" P.T. SILL 2"x10" RAFTERS B 16" ac. IF RIM BBOARD 1 2"x8" SILL PLATE ,, - 5" TH. REINF - PSILL CONC. SLAB PROJECT NO 2"x8" RAFTERS ® 76" o.c - '� SOLID CEDAR FILLET SIDING FLARE _ 031001 3'," PLYWOOD SUBFLOOR - ( II TRIPLECANTIL , _ �. _ t• -i 31/q„ (1 I� , x PERIMETER E4 SPArzE TRIPLE 1248'x9/ LVL " SOLID ..-- DAR 4BALUSTER SEAM _ ' CIN MAX.)M .) SECTION DETAILS CANTILEVER G A% SIMPSON -H2,5— DOUBLE 1y4"x91/2" LVL II _ ' �"• LEDGER - SINGLE RAFTER TIE (675/0" DIA. SIMPSON •SST816 EACH RAFTER (TYP) CARRIAGE BOLTS 5/e" DIA ANCHORr 13/q"x91/Z" LVL BOLT 0 48" o c. TRUSJOIST •TJI230 CHAMFER SIMPSON- •ST22 - - 2 COAT CEMENT 25/16"x91/2" -JOIST SCALE OO 9 16" o.c. (TYP.) o STRAP TIE. _ - STUCCO N 2'x4" SOLID CEDAR AS NOTED (1) PER HEADER TO - OO O OO = - t r 2" CONC. SLAB BOTTOM RAIL COLUMN CONNECTION - ~ 8 --- _ 8" REINF. CONC. RAIL SUPPORT - stcNEo e SW F • '..-...'.......... ..:........... FOUND. W/ •5 W/Yj" DIA COPPER PIPE aE » PB CONT. VERT. BARS AND W/ TIMBER SCREW FN TE SOLID BLOCKIN + ' T&G CEILING - , jfl 9Ip = 4'-0" o.c. (MAX.) ORAhM/ @Yi S W 4J> x CANTILEVER FLOOR JOIST WATER- z "5 HORIZ. BARS PROOFING Ia 16" o.c. cNECA�o Rr. PB ORHN/AG' NO 01 WOOD BLOCKING j _ - 2'-0" HEADER - TRIPLE 2'x8" 2-•__ � //�\ - 1 l-1 — O g GARAGE WALL SECTION DETAIL D TYPICAL GUARDRAIL SECTION DETAIL N scr,.E Y;' - +'-D" WALL SECTION DETAIL LAW A-OR A-09 dqn B/2/2004 4 00 39 PM , OF NE OF LINE OF E%TERIO PROr£cT OgrE E%TERIO r WPLL FRAMING COPPER FLASHING 1 WALLRFRAMINc COPPER FLASHING 61/°„ w,yy FRuuNc JANUARY 2004 6/°" I ASPHALT ROOFING ASPHALT ROOFING LINE OF REVISIQALS 'p EXTERIOR COPPER FLASHING WALL FRAMING 8„ GATE ASCRJPTJp✓ ASPHALT ROOFING 8/3/2004 BID SET 3/4" COX PLYWOOD C SHEATHING `2"x4" OUTRIGGER �2"x4" OUTRIGGER _ CEDAR F,J, FIF FELDMAN BED ' Q 4'-0" o a � 4'-0" o.c I . ; � '' - CEDAR SOFFITMOULDING •LB018 -9/16"4/4° WOOD BLOCKING WOOD BLOCKING 2"x4" FLYING RAFTE 2"x4" FLYING RAFTE 4s/8„ s/e" CDX PLYWOOD s/°" COX PLYWOOD SHEATHING SHEATHING DECORATIVE 0 0 2"x4" CEDAR C x6" S &P. C x6" F &P. RAFTER TAIL CEDAR SOFFIT CEDAR FACIA o 0 F J &P. CEDAR SOFFIT ° /1-1''x4'' BLOCKING 1" CONT. VENT o 1"z6" F J.&P. a W/ INSECT SCREEN 1' z4" BLOCKING CEDAR RAKE FACIA FELDMAN SOLID ]� 1"x3" BLOCKING CROWN FELDMAN SOLID CROWNXo FS 202 - 1/e"x2'/4" -FS 202 - 1'/e"x21/4' 1"z4" FF FREIZE CEDAR FREIZE BD 1"z6" F J &P FELDMAN BED ' MOULDING COPPER FLASHING CEDAR RAKE FACIA •18018 -9/E"x21/q" o SOFFIT DETAIL CDX PLYWOOD 4 scO HUF scuE SHEATHING (TYP.) CEDAR F.J.K EXE OF I I CEDAR RAKE FACIA - � EXTERIORI� CEDAR SHINGLES1''x3" o wuL FRAMwG BLOCKING LINE OF _ PRINCIPAL RAFTER FELDMAN BED EXTERIOR FR PRINCIPAL RAFTER MOULDING wuL FRAMwc C_2"x6" FURRING CEDAR SHINGLES •L8018 s/E" CDX PLYWOOD CEDAR F,J.&P. I SHEATHING (TYP.) CEDAR FREIZE BOARD 1"x3" BLOCKING TRIPLE BUTT I CEDAR SHINGLES SHINGLE COURSE COPPER FLASHING CEDAR o CESOFFIT FELDMAN BED RAKE DETAIL MoulDwc GABLE END DETAIL 3 TYPICAL EA_VE DETAIL f a Bo18 -s/IE"%21/4" 1 2 scuE rvuF scuE uE HALF sc-E 3" BLOCKING SCALE HPLF SCALE 5/4" TAPERED 21/z" 1''z4" F.J.&P. LINE OF LINE OF BES ANO COL / WOOD DRIP CAP CEDAR FREIZE BOARD wuL FRnNlrlc T LINE of // • MAN BED EXTERIGa1 61/e,, WALL FRAMING _ MOULDING/ MOULDING L8018 CEDAR SHINGLES PT.POST 1"x4" F.J.&P. 5/4"z6" F.J.&P. CEDAR FREIZE BOAR CEDAR CASING s TRIPLE BUTT SHEATHING LI PLYWOOD SHINGLE COURSE 1"x3" BLOCKING WINDOW HEAD " CDX PLYWOOD %" CDX PLYWOOD 1x6 F'J'&P, /• SHEATHING (TYP.) CEDAR SOFFIT SHEATHING (TYPO CEDAR SHINGLES tf I FIRST FLOOR WINDOW HEAD NTERMITTEN VERTICAL FURRING 8 EXTEROR IWALL 'SECTION DETAIL 9 SECTION DETAIL HEADER - scuE HUF scuE =cue HUF SCALE DOUBLE 2"x B" u E%TNeEPofION COPPER FLASHING TRIPLE BUTT wuL FRAMING 4s/e SHINGLECOURSE o 0 COPPER FLASHING 1'x6" F.J &P 1 I 1 5/4" TAPERED PATRICK DECORATIVE CEDAR FACIA1 0 0 WOOD DRIP CAP BRENNAN 2"x4" CEDAR v 1 HEADER TAIL RIPLE 2''x8 II - 0 AR C rI T E C T ' a FELDMAN BED 4` MOD 2"x6" STUD WALL L8018 -/s"x p1/41 — — ,�EµED ARC 1"x8" CEDAR ` 2/2" �SKEVIN 9,fl��IT�0 FELDMAN BED' BEAM WRAP o uY. v LINE OF SOFFIT MOULDING 3Te^ M AT SHED DORMER 1 lAS •18018 -71s"x21/q" _ o I AND FIRST FLOOR � DOWS 1"x4" F J.&P' FELDMAN DMAN C �p �5365�, OQr CEDAR FREIZE BOARD DECORATIVE FELD N CROs/e" e�F NE�y 2'x4" CEDAR 1'x3" BLOCKING RAFTER TAIL WOOD BLOCKING CEDAR SHINGLES 5/4" F J.&P. Sze wesr 22na STREET CDX PLYWOOD ? CEDAR CASING a NEW YORK, NEW YORK 10011 SHEATHING (TYPO CAULK JOINT (TYP ) F 212,9891123 1"x8" CEDAR = BEAM WRAP © coaYRlcHT 2004 WOOD BLOCKING PROJECT 109ME EXTERIOR WALL SECTION DETAIL EXTERIOR WALL SECTION DETAIL EAVE DETAIL @ ENTRY 5 LINE OF 6 SLALE HALF SCALE / SCALES HALF SCALELAWRENCE RESIDENCE SCALE' HALF SCPLE EXTERIOR s1/e^ WALL FRA'N° EXTENSION JAMB DI/z" TYP YP' 800 WEST CREEK AVE. INTERIOR CASING TILT—WASH SUPPORT MULLION SHIM SPACE (TYP ) CUTCHOGUE, NY COPPER FLASHING PROJECT NO a 031001 ASPHALT ROOFING Y4" CDX PLYWOODTITL EXTI_NSION JAMB r -- Ic- SHEATHING _ A 2"x4" FLYING - 0 RAFTER SECTION DETAILS FELDMAN CROWN SOLID BLOCKING (TYP' 1FS 202 1/e"%2/4' WALL /, 1/, SHIM SPA E 8/4" SOLID W x L STUD P ) CEDAR SILL SCALE CEDARF.J.&P 1 " SHIM - CEDAR FREIZE BD SPACE (TYPO AS NOTED 5/4" F.J,&P. OESJGNEO RY• CEDAR CASING PB SW %" CDX PLYWOOD ORRYN RY• SW HEATHING (TYP.) I ' 2"x6" FURRING CEDAR SHINGLE CHECKED B» PB ' - 21/f, GRAYJAG NO WOOD BLOCKING COPPER FLASHING EXTERIOR FILLER — 09 . 5 09W5 CAULK JOINT (TYP.) WINDOW JAMB SECTION DETAIL AND VINYL TRIM TYPICAL WINDOW HEAD AND SILL SECTION DETAIL TY PICAL 12 HALF SCKE TAIL SCN E 10 RAKE DE 11 °GALE. HALF =GALE SCPLE� HALF SCALE LAW A-06 A-U9 °yn B 3 2004 9124:29 AM PRB,.6-CT OATS 4 BLDG JANUARY 2004 6 WIN. ' I �vrsiays I aarE oEscRiPrrav CEILING FINISHES 8/3/2004 BID SET 1. CEILING HEIGHTS FOR FIRST FLOOR ROOMS ARE 9'-0" UNLESS OTHERWISE STATED, CEILING HEIGHTS FOR SECOND FLOOR ROOMS ARE 8'-D" UNLESS OTHERWISE STATED SLOPED CEILING WIC 2. ALL CEILINGS, EXCEPT OTHERWISE STATED BELOW, SHALL BE /z" GYPSUM BOARD. [2101 3. CEILINGS IN BATHS SHALL BE J/2" MOISTURE RESISTANT GYPSUM BOARD. SLOPED 4 CEILING IN GARAGE SHALL BE %" TYPE-X FIRERATEO GYPSUM BOARD. 2-CAR GARAGE CEILING C 1137 SL PED 5. CEILING IN FIRST FLOOR ENTRANCE HALL AND SECOND FLOOR LANDING AND BALCONY CEI ING SHALL BE I/2°x4" CENTERBEAD T&G (SPRUCE OR PINE) BEDROOM J C CEILINGS IN EXTERIOR COVERED PORCHES AND BALCONIES SHALL BE 1"x6" CENTERBEAD TBG E(8H C2071 C.( .J & PRIMED) (8'-0" C.HJLAUNDRY/MUD ROOM BATH E1121 E— ------- ------------ — ------- - - 02081(8�_0�� C H.) BLDG (8'-0" C H.) BLDG SITTING ROOM E 12061 BLDG N • (8'_0" C.H ) Z _ SLOPED ! N CEI ING STORAGE ROOM oZ E2091 a J BREEZEWAY I SLOPED o _ Jw ! 01111 SLOPED SLOP D CEILIN (8'-0" C H ) CEILING CEILING CL BLDG 6 WIN I PANTRY C 10 91 SLOPED I KITCHEN au DEN SLOPED 081 [1101 CEILING WOOD BEAM WRAP (9'-0" C.H.) (9'-0" C.H.) I COVERED SLOPED PORCH CEILING i SLCDED (9'-012" C.H.) BEDROOM BATH CEIL ING. 1C20C 2041 SLOPED - (8'-0•' C H ) (B'-0" C.H.) LOPED SLOPED GYP BD CEILING CEILING I POWDER C FILING WOOD SOFFIT ` ROOM (8'-0" C.H ) (9`HO) :CE PED 0 (9'-0" C.H I LING ----- I � - a EM CROWN - TYPEI MOULDING ENTRANCE COVERED CROWN MOULDING TYPE I HALL PORCH - - CROWN MOULDING TYPE II Y PATRICK (8'_0" C.H ) -- ---'----------- - BLDG BLDG ------ --- BALCONY -- - - - - - - - - - - - -i- - BRENNAN 1 11 (B'-3" C HJ BLDG e ------ — ----- ----- - --------------- ------------------ — --- — — — — -- - — — — OPEN Yo ---- - E — — — — — — — — — — — — — -- — — � ARCHITECT DOOR +� DINING ROOM ABOVE COVERED I BLDG /E x4" CENTER- [0" C 4" BUILT-UP �i1 BEAD LTRIG T- ' (9'-0" C H ) BEAM 10 (B'-1/4" C.H.) HVAC RETURN! � 8" BUILT-UP BEAM 8" BUILT-UP AIR GRILLE BEAM 4" BUILT-UP BEAM PEO ARCyrT BEAD T&GNTER- ---------------� WOOD SOFFIT /2'' \ VI B - _ h.� ---�/ SLOPED Y LIVING It _CEILING ! y 25365' JOS ROOM ACCESS SLOPED GYP BD CEILING TF OFNE`N 0105] HATCH [1031 LOPE ! SLOPED NEW 26 RK, NEWST 22"JTORN EE 10011 (9'-0" C,H.) 1 ( C.HJ FILING BEDROOM 02031 CEILING 212.909.1123 0 C.HJ SLCDED a'-o" c H.) STORAGE CEI ING ROOM © CRVBIGHT 2004 2027 p (B'-D" C H.) SLOPED PRO✓ECT HANE 10 _ SLOPED CEI ING �, e„ MASTER MASTER ! CEILING LAWRENCE RESIDENCE CROWN BEDROOM BATH SLOPED 800 WEST CREEK AVE. MOULDING G H.) 11021 E1041 CEILING TYPE 1 (9'-0" C H ) (9'-0" C H ) CUTC ROGUE, NY 0 I SLOPED SLOPPED - CEILING CEILI_I El El i 031001 TJ7LE w° J FIRST AND SECOND DO _Lw vw FLOOR REFLECTED BTU CEILING PLANS I SCALE AS NOTED • I i BLDG. ti oEsrc,VEo e» P B S W BLDG ORAMN BY. S W ��ZFIRST FLOOR REFLECTED CEILING PLAN © 2SECOND FLOOR REFLECTED CEILING PLAN cNEcrEoer. PS N SCALE: 1/4" • 1'-0" ORHlr'!NG AV A - 10 VLAW A-10 A-11 A-12 Ggn 8 2!21,04 4 04 39 PM _. 1 arsn�cr oarE 51-01' SHELFADJUS ,481E - _ SHELF �; JANUARY 2004 U. - (3) ADJUSTABLE sAR FEVIS/CVs' _ - GLASS SHELVING _ _ E� C PTION _--I - o = m z rE OES RI _-___—� -- - WOOD BLOCKING -- RFF�' Eq 'I 8/3/2004 BID SET SLOPED CEILING -_ II 1 1 BULLNOSE 1 2'- „ _ GLASS MIRROR 4 ` 1 3'-2" FELDMAN •8062 8" BUILT-UP BEAM 1/21x4" 11 ° 1i IecL0w1 it N N N N s/6"x3/4" STAIR SCOTIA 1/2"x4" CENTER- IL - 111 - �' LOWER PLAN II _________-- i"x10" FACE STRINGER CENTERBEAD T6G II SINK II L - BEAD T&G - - --- - - FELDMAN »8120 /2"x4" CENTERBEAD T&G 4" BUILT-UP BEAM - - - - -- - -I- -- - -- - STAIR STRINGER MOULD o 1/2"x4" CENTER-' _ CROWN TYPE II POCKET DOOR BEAD T&G "B-885 BALCONY NEWEL STONE COUNTERTOP (2) ADJUSTABLE 1/2" GYP BD (TYP)) EQ. 2'-0" 2'-0" EQ. WOOD SHELVING 4'-4„ UPPER PLAN WOOD HANDRAIL LIVING ROOM BAR PLAN 1�/ DINING ROOM WALL CABINET PLAN _ _ 2 SCALE',Yx" 1`p„ O M ILING n R1 LIGHTSLIGHED TS , 1-BY WOOD BEAM WRAP _ Co FELDMAN •8072 LINE OF CEILING HALF ROUND (BEYOND) E - 11 1 11 TYPICAL CASING r 1 I _ I I o (2) ADJUSTABLE 1 1 1"x10" FACE STRINGE z 0 L______________1 (PAINT GRADE) (3) ADJUSTABLE 1 WOOD SHELVING INC I ----- - — w GLASS MIRROR ? F" 8" BUILT-UP BEAM _ m GLASS SHELVING 0 Z 8�, 4" --------------'� OL I_ d w E ENTR z J w STONE COUNTERTOP 0 c0 CROWN TYPE T&c cEluNc w a s ANCE HALL ELEVATION o /2'.x4" CENTER- In z o o scr.LE a° - r_p' @ POST, BEAD T&G 1 m z ? z HANDRAIL, BAR Q O U U L BALUSTER OL STAIR COMPONENT SPECIFICATION o c 0o STAIRS COMPONENTS AS MANUFACTURED BY COFFMAN o (1) ADJUSTABLE - - 1000 INDUSTRIAL ROAD - MARION, VIRGINIA 24354 EEF MAKEWR. Q SHELF (INSIDE) ro r n O1 TEL (276) 783-7251 FAX (276) 783-6937 0 0 0 STAIR STYLE SHALL BE NEW ENGLAND POST-TO-POST" FACE STRINGER 1 ^ m al 1, NEWEL POST SHALL BE B-885 AND B-890 SERIES (PAINT GRADE) 2. BALUSTERS SHALL BE B-891 SERIES FELDMAN "8120 3 HANDRAIL SHALL BE 8-720 SERIES STAIR STRINGER MOULD 4. ACCESSORIES SHALL INCLUDE "WALL BRACKET" •C-3601A AND � 5A GYP BD "ROSETTE" » B-90 WOOD BASE (TYP.) LIVING ROOM BAR ELEVATION DINIP]G ROOM WALL CABINET ELEVATION 5. PROVIDE TRANSITION AND GOOSENECK FITTINGS AS REQUIRED. 4 scALE '/E - +,_p L uvwc RM (ABOVE LINE OF CROWN INTERIOR I!x p 5 sc Le RAISED WOOD PANELS q F.P,OPENING MoulolNc COLUMN SPECIFICATIONS y/2.. DI/q' COFFM 1/2""" EAD COL' �. COL. H -9-720 N xa TCMGNTER- 3 0 3'-0" - INTERIOR WOOD COLUMNS SHALL BE AS MANUFACTURED BY «8-720 HANDRAIL 9 I - � -- -N -- -- AMERICAN WOOD COLUMN CORP. 913 GRAND STREET, BROOKLYN, -- - 1+511-2785 TEL: 718.782.3163 FAX 718.387.9099 COFFMAN ENTRANCE HALL ELEVATION _ _ COLUMNS SHALL BE MODEL NO. 115 TAPERING FROM 8 INCH DIA b «B-891 BALUSTER 1 T-J _ - o \{t] 11`u 1 i 1 _ AT BOTTOM TO 6" INCH DIA AT TOP. SCALE N LIVING RM SHELF (ABG(ABOVE) —J F P L N ADJUSTABLE 1-111/4" i'-2" WOOD BEAM WRAP - FELDMAN WOOD SHELVES «8753 (ABOVE) LOWER PLAN UPPER PLAN -- 1I/16"X31/2" CASING LIVING ROOM BOOKSHELF PLAN DETAIL SHELF EDGE SECTION DETAIL DOOR OR WINDOW A TREAD OR 1 scALE N ` ALF SCALE _ JAMB/ HEAD BUI LNOSE � cpL. A N /z„ p PATRICK It r__.�f`� FELD MAN »Bo90 B R E N N AN O 1 E F P OPENING T L LIVING RM p � - _- �6 Xl/g" fE COL. - ------`----- --- I � COLONIAL DOOR STO ARCHITECT a — `R STRINGER , _ __ �._ FACE INGE I 1/2..x4.. -- RIS- --- ---j---� CENTERBEAD TaG m FELDMAN «8002 - R LINE OF SHELF _ LINE OF MANTEL 5 :� SCOTIA (ABOVE) a/q�� THICK ADJUSTABLE (ABOVE) /B"x3/4" SCOTIA pa/q�� FELDMAN COVE WOOD SHELF (INSIDE) TYPE CROWN •8062 (TYP) EPED ARC,, MOULDING TYPICAL INTERIOR WINDOW HONED BLACK GRANITE FELDMAN •8120 Of AND DOOR CASING FIREPLACE SURROUND B" 3'-°" 8° WOOD BEAM WRAP BULLNOSE 0 10 scALe FULL scuE TYPICAL HANDRAIL AND STEP 1 s' o" 0 SECTION DETAIL POLISHED BLACK m 11 r " GRANITE HEARTH (SET FLUSH) 9„ g" TAPERED INTERIOR 1n w \ •Y 6 6 scALE Ful scALE WOOD COLUMN a RAISED WOOD PANELS ?5365', yOQ 4'-10" O_ GYP. BD TYP. WOOD BASE in G, o aF NE`N + I w WOOD BLOCKING FELDMAN "F 104 626 WEST 22nd STREET LIVING ROOM FIREPLACE AND .a 9/,6^x3/4" BASE GAP NEW rGRlc• NEW9B9 2GRR +Om+ I i I BOOKSHELVES PLAN ro 11/2" THICK 212989 23 RAISED WOOD PANELS 6 ADJUSTABLE © coPVRIGHT 20" SCALE:/i' V-0" WOOD SHELF FELDMAN •8422 a Pao✓Ecr HFHE %6"x11/16" TYPE 1"x6" BASE A FLOOR MOULD LAWRENCE RESIDENCE 1 _ GO __ CROWN - N MOULDING 800 WEST CREEK AVE. EQ EQ EQ. BASE CABINET SECTION DETAIL CUTCHOGUE, NY Of 1i 3" _ B sc. X. 3­ r-G^ o TYPE II 1 -� CROWN 6.. 1 RAISED 1 13" o = rn 2E MOULDING WOOD MANTEL = L—II 1 1I FOODS 1 1 - VIEW _FR 0—M VIEW FROM o pl/q" 03/4" PRO✓ECT NO L: 11 LIVING ROOM 0 DINING ROOM 031001 F m SH-_LF EDGE SECTION DETAIL LL 33/4" e1ocKlNc SPACE BOOKSHELF ELEVATION FELDMAN •18013 r/rcE G w /I6"X41/2" 1 n 11€ 9 SCALE /, • r-G° scne:. HALF SCALE > FIREPLACE DETAILED INTERIOR 1 147 11/2" THICK 11 m MOULDING 14, 11 " THICK ADJUSTABLE a « PLAN, ELEVATIONS, 1 WOO STABLE 1'_¢„ 1 WOOD SHELF o FELDMAN F122 AND SECTIONS 1 (4) 1 SHELF 1 1 1 _� J 1%"X51/A" w CROWN MOULDING TYPE GYP. BID - _-- a 12 scALe FOLL sca.E ' BAR w 1 WOOD BLOCKING 1 FELDMAN - o 3"1 «8120 scAtE FIREPLACE MOULDING BULLNOSE a o AS NOTED 0 'I INK 1 II 1 HONED BLACK 1 d o GRANITE FPB SW FIREPLACE - 1 = I- o BEsfcAEB B» SURROUND FELDMAN «8422 t _ __ — = p - 1 _ __ __j 0 _ - 7/6"x11/16 ' ORa)✓NBn SW -- 111 1 - 1 0 0 CHAMFER FLOOR MOULD 0 i1 1i FIREPLACE _ i1i o LINE CI' SHELF o CHECKED BY PB (ABOVE) FELDMAN u - - «8120 BULLNOSE 1 « 72 - FELDM N 80 N - f !nom No a OR/JM - HALF ROUND _ ADJUSTABLE HONED BLACK " THICK D 0 q „ LBDi a/ 1 FELDMAN D WOOD SHELF (INSIDE) LINE OF HEARTH /2 GRANITE FIREPLACE L �� HONED BLACK GRANITE 4%" DI/2�, 5}/q„ c)„ SURROUND 9/6 x2%" A — 10 . 5 FIREPLACE SURROUND LIVING ROOM FIREPLACE AND POLISHED BLACK FIREPLACE/ BASE CABINET PLAN DETAIL MANTEL SECTION DETAIL 13 CROWN MOULDING TYPE II 4 TYPICAL BAS BOOKSHELVES ELEVATION GRANITE HEARTH (SET FLUSH) D F SCALE, FULL SCALE SCALE: FULL SCALE .. 7 1'-0'• LAW A-10 A-11 A-12 Ign B/22004 4 04 I Pnaxz'r,oarE JANUARY 2004 REv�stays - ��z iI DATE L1EscR/PnQN _ - - f 8/3/2004 BID SET o -------- --- - F\7NN o ---1 N I II m ! ADJUSTABLE EXHAUST VENT HOOD n SHELVES N � I I 3'-6" 119H2,_0' 1 - ' o I , M O iO BACKSPLASH O1 n e REFRIGERATOR = a - REFRIGERTDR/ o o O 0 0 0 0 0 0 o DESK r o FREEZER 0 0 M ° ° O O o LEI � I M PULL OUT o a 4 FREEZER Oo N O e SINK FLOORING STRIP ` KITCHEN ELE'r/ATION FLooRIST KITCHEN ELEVATION - KITCHEN ELEVATION scw E. A SC E Ir. ,,_p,. U p.. B'-101/4' SCALE, /t. - p-p. 2'_0 F--- 1 DISHWASHER ' I SHELV I I I - CEILING - _ --� 1 DESK Nv/ _ 1 ABOVE�S o SLOPED -SLOPED 11 ABOVE MR. GYP BE (BEYOND) --,�=-4-- o CEILING I� iV 1 HIGH 11 COUNTERTOP 11 ^ __� SLOPED-Z -----T I CEILING . I ______________� . WINDOW M.R. ' O SHELF GYP BD KITCHEN 01081 PLAN o a NEN FRAMELESS CLOSET f - CERAMIC TILE z VEERED rn a o rn ON CEMENT G ASS DOOR w AID PANEL °i r BACKER BD a ° 0 PED.LAV. TOWEL ° 1 O ° 1 O O m - DAA K � DISH 1 !;o o WASHER STONE STONE OLID 1 SEAT s[ni REINFORCEMENT �o in STONE SILL - ' 12"x12" BUILT-IN--\ - SOAP SHELF STONE 1 I 4 ' - SEAT N _ E KITCHEN -o ELEVATION cLPATRICK KITCHEN ELEVATION KTCHEN ELEVATION E /:OER 36 1/z" DIA @) SCALE1'-0^ ore N ------- -- -V CERMC TILES ST STL GRAB BAR ARCHITECT SHOWER HEM, OIVPCUSTOM L EXHAUST VENT - ' ' VALVE,DRAIN, -SHOWER PA PER SINK PED.SINK SHOWER HEAD, = ANO LIGHT \` - - - 6 ON6 WALL VALVE.I m SCONCE CE SPONGE - y EXHAUST IST V VENT WHITE THASSOS SLOPED CEILING AND LIGHT - - MARBLE THRESHOLD. EO Pr D AR .. _ (EASED POLISHED) EDGE FAN DUCT , ly DHEDI wr -EXHAUST vi C�//'w 6�WE AAS' C 1 \ 1 EXHAUST FAN .. 1 AND LIGHT COMBO a • -ip, ✓r;1" SLOPED - -4-MR EO,N CEILING f GYP SBD 5365% JO 4 ---' — wiC - --- LINE OF SLOPED __ _ � - _ FOF NES T WAIL CEILING (ABOVE) WuL SCONCE SCONCE m - - ---.-- O - -CL 526 WEST 22nd STREET - WINDOW SHELF CM.R. SHOWER NEW YORK, NEW YORK 10011 GYP BHEAR O 12"x12" 1 o i BUILT-IN m2 eae nxs \J CMIRROR� n �" SOAP SHELF - - o © COPYRIGHT 2004 `o a rn LINEN E o �' e ro PROJECT AWME 4 r m ' I a � D sLIDINI° LAWRENCE RESIDENCE DooRi' w/pVALVE 800 WEST CREEK AVE. WHITE THASSOS PEO.LAV PED.LAV. - . MARBLE THRESHOLD CERAMIC TILE eARM CUTCHOGUE, NY PED, LAV. (POLISHED) W/ ON CEMENT (::,.(POLISHED) EDGE _ BACKER BD CERAMIC TILE wfc o �, PRO✓ECT /� FLOORING M a n 30" TOWEL 031001 F BAR - TITLE a �I KITCHEN AND l m l O MASTER BATH SINK,\ J sIN� KITCHEN ELEVATION H KITCHEN ELE",NATION PLANS AND ELEVATIONS ` ✓ ° ° /� SCALE''/z" - ,•-D" 'I SCALE /2'1 3'-31/2„ 1'-8" OESlGNED BY, PB SW 6'-71/2" DRAWN BY, S W PED SINN PEO SINK L WALL y WALL CHECKED BY. PB ' SCONCE SCONCE ' 2 MASTER BATH C1041 PLAN DRAM/NG W SCPLE' 1/i' 1'-0" A - 11 VI AW d-Sn A-;: A 12 1qn P,'UJuO� J OS P] PM I PIw1Fcr Oq TE EXHMST VENT W/C TUB JANUARY 2004 CE Q SINK. g PED SINK, W/C WALL SCONCE W/C WALL SCONCE REvlSIONS Oq TE OESCalPTlO/✓ r-a^ 2'-4Y4" s" r--- 8/3/2004 BID SET - `M R. I' .p GYP BD m 18" TOWEL­, scoecE M.R. BAR - GYP BD— ^ I `_ _CERAMIC TILE FLOORING R� 0 o MI ROR RAMELEOS ( 4 o o TEMPERE (BI m r r om AND PANELS', O o YY . 0. I °' L -------- El - --_—v- 1 - PED LAV PED LAV. TOWELBAR III WHITE THASSOS MARBLE THRESHOLD . STONE wfc (POLISHED) W/ WIfc - STONE SILL SEAT ' EASED EDGE TYPE I a - Toa WOOD BASE � I POWDER ROOM C1071 PLAN A POWDER ROOM ELEVATIONB POWDER ROOM ELEVATION C BATH 1205] ELEVATION SCALE:''/i' . 1'_pSCALE'1/i _ p_p. SCALE.'/¢'• . P-O" SL.LLE:%j• . 1•_p'• Q VALVE,ORAN, W/C 12'-6Tj'1" CL SHOWER HES LI,/ _ AND E%HMST VENT 4'-71/9" N1+_L SCONCE 10"02" BUILT-IN __ FAN DUCT SOAP SHELF TUB 4•_71/1" STONE SEAT Iil 3`11/1" 1,_6" EXHAUST FAN AND LIGHT COMBO SHOWER 4 VALVE.DRAN,- - ��-- wlc SLOPED CEILING—�� m a SHOWER HEAD, 6 E%HNUST VENT = 'CCERAMIC Q'- L "-- - N m CERAMIC TILE5 - CEILING--, SCONCE -g ON CUSTOM - —.� —_— —_,�—.---_ - --__.__ - SHOWER PAN SCONCE - SHOWER HEM BUILT-IN CM.R CG P BE) SOAP SHELF o GYP BD C _ IF 0 MRROR� _ - 9 A() o � m N LINE OF _____ _ 24" CERAMIC TILE SLOPED CEILING TUB TOWEL FLOORING (ABOVE) IST,EEEDING — - E VA-VE WHITE TH — - - - — — — — — ° /. ` I a�_ — - CON BAR 18" TOWEL @ 1 � ------- _@ OWEL GR H AMIC TILE (POLISHED) W/ 4'-1" BAG 6AL� MARBLE THRESHOLD. CAR CEMENT EASED ED�505 i_- - - - o O TowEo E KER ED o o m 4'-0" BAR - ii cnn nnacRI n n m I w/c Yue ---- TUB TYPE I PATRICK ,IAV LINE OF COUNTERTOP WOOD BASE - BRENNAN III LINE OF CABINET ARCHITECT (BELOW) N 2'-0" 2'-D" 4" BACKSPLASH 4'-0" 7'-n/z' ��PED IN V, _ SCONCE D AT 1 BATH [2051 ELEVATION �yU,Fy,�vlNeq��Fn� BATH [205] ELEVATION E BATH C2057 ELEVATION LAV, sc ALE '/i - 1'-D' s • . I'-0" 2 BATH C2051 PLAN "+ scuE %,' r-o•' W/c - S 025385, 10�Y 4'-r' 41 v-s'/z" 1'-s1/z" 1 �F OF NES W/C y VALVE 4 SHOWER VALVE, 526 WEST 22M STREET SEAT y EXHAUST VENT ORAN HEM AL SPOUT, PEDESTSINK, WDLL SCONCE. NEW YORK, NEW YORK 10011 GRAN MEDICINE CM 212.9691123 C COPYRIGHT 2004 SHOWED v ORAN = EXHAUST I,' Pao✓Ecr /vAAIE VALVE Q CERAMIC S FAN DUCT ON PM �— f -- -- °"eR-P14J LAWRENCE RESIDENCE HEAAD 800 WEST CREEK AVE, 10"x12" BUILT-IN SOAP SHELF CUTCHOGUE, NY 2'-4" ND 10"x12' ' SL JPED BUILT-IN CSLOPED - — ------ "- -- — WILL ` SOAP SHELF CEILING CEI¢ING I, scorME STONE SILL rS---- — I -- - -'h---'� - �� , PRO✓ECT NO PED I -- LCERAMIC TILE SHOWER . PED SINK, LAv FLOORING o HEAD MIR�OR 031001 MEDICINE CM, flltz M DIGIN wuL SCONCE - 36'- - _ _ CA INET . - rzae TOWEL BAR o e M.R. t C C o \ •Ylfl - ID GYP BD CM.R GYP BD GYP BD BATH PLANS CMRI o - \ V GYP) BO N AND ELEVATIONS N GYP BE L. WHITE THASSOS FRAMELESS '. MARBLE THRESHOLD. TEMPERED VALVE - _I ico (POLISHED)W/ °GLASS DOOR EASED EDGE AND PANEL -- — — o' m Q T FI GRAB PEO.LAV. SCgGE - BAR CERAMIC TILEE ---- 1211 'ON CEMENT TOWEL BAR = 11_011 — STONE wfc ro o o BACKER BD SEAT - TYPE PB SW _ - _ _ _ n Gr WOOD BASE OESICvti�O BY. �VALVET —- _—_TuaE-STPNDING _—.- —_—_— STONE SILL N TUB TUB TUB w/L SW -a SPOVi, CNECKEO BY/ PB OagMIAG' NO 5/2 3 BATH C2081 PLAN BATH 12051 ELEVATION H BATH C205] ELEVATION J H 12051 ELEVATION BAT'/H C2051 ELEVATION A - 12 SCALE:/i' . P-O" G SCALE 1/i. . y_0" SCPLE:I�•• . Y_p•. SOCPLE /i' K SCALE. i• p.p" VLAW d-10 A-1l A-1� tl9n 8/:12004 d O5 11 PM II PRO✓Ecr aA/E ELECTRICAL SPECIFICATIONS: LIGHT FIXTURE SCHEDULE JANUARY 2004 ELECTRICAL LEGEND J REvlslays - - RECESSED LUMINAIRE � SINGLE RECEPTACLE OUTLET (D THERMOSTAT -pd DOOR JAMB SWITCH 1. ALL SWITCHES, DIMMERS, RECEPTACLES, TEL LOCATION TYPE QTY SUPPLIED BY MFT. CAT. NO. A REMARKS MOUNTED 12" AFF. JACKS AND CABLE TV JACKS SHALL BE: OTY. TYPE a9TE CESCRlPrla✓ UNLESS NOTED OTHERWISE -} SURFACE MOUNTED LUMINAIRE Qs CEILING MOUNTED b TELEPHONE OUTLET WALL MANUFACTURED BY STANDARD , DESIGNER 2 SERIES, DUPLEX RECEPTACLE OUTLET SMOKE DETECTOR MOUNTED 12" A.F.F. UNLESS COLOR WHITE W/ STANDARD DESIGNER WALL PLATES. CELLAR PORCELAIN g CONTRACTOR 8 75W A19 8/3/2004 BID SET ITO MOUNTED 12" A.F.F. OTHERWISE NOTED LAMP HOLDER AI EXTERIOR SECURITY LIGHT UNLESS NOTED OTHERWISE Sc CEILING MOUNTED SMOKE AND CABLE TV OUTLET 2. CONCEAL ALL TELEPHONE & CABLE TV WIRING EXTERIOR 1 OWNER CARBON MONOXIDE DETECTOR © WALL SCONCE DUPLEX RECEPTACLE OUTLET WITHIN WALL / CEILING CONSTRUCTION. b WALL MOUNTED LUMINAIRE SPLIT WIRED (HALF-SWITCHED) Q THERMOSTAT ® EXHAUST FAN MOUNTED 12" A.F F COVERED PORCH EXTERIOR ___ ___ ___ ___ �— UNLESS NOTED OTHERWISE $ SWITCH ® EXHAUST FAN / LIGHT - - .- - - -- -- (EAST) WALL SCONCE 2 OWNER� UNDERCABINET LUMINAIRE DUPLEX RECEPTACLE OUTLET COMBINATION - - - - - -- --- --- --- -" ENTRANCE HALL WALL SCONCE 2 OWNER � 1701] MOUNTED ABOVE COUNTER ® DIMMER CEILING FAN/ LIGHT RECESSED- DEDICATED GROUT OUTLET + I' CLOSET LIGHT 1 CONTRACTOR JUNO IC571 1 40W A19 3 COMBINATION THREE WAY SWITCH �G DUPLEX RECEPTACLE OUTLET MASTER BEDROOM DUPLEX RECEPTACLE OUTLET G.FELECTRICAL PANEL 5" RECESSED ' ® C.I DOOR BELL T 1102] CEILING LIGHT 1 CONTRACTOR JUNO TC20-205W 1 75W PAR30 FLOOR OR CEILING MOUNTED t CEILING FAN/ 1 OWNER --- I LIGHT --- ___ --- RECESSED- 1 CONTRACTOR JUNO IC571 1 40W A19 CLOSET LIGHT ELECTRICAL NOTES: 5" RECESSED W.I.C. [1031 CEILING LIGHT 2 CONTRACTOR JUNG TC20-205W 2 75W PAR30 1 ALL ELECTRICAL EQUIPMENT AND DEVICES SHALL BE OL LISTED AND MOUNTED AT STANDARD TRADE HEIGHTS. MASTER BATH 5" RECESSED 1 CONTRACTOR JUNO TC20-205W 1 75W PAR30 11041 CEILING LIGHT 2. RECEPTACLE OUTLETS SHALL BE INSTALLED 12'-0" 0 C MAXIMUM. GROUND FAULT INTERRUPTER CIRCUTS SHALL BE PROVIDED FOR ALL BATHROOMS AND EXTERIOR OUTLETS. WALL SCONCE 2 OWNER 3 SMOKE DETECTORS SHALL BE INSTALLED 12" MINIMUM FROM WALLS AS INDICATED ON DRAWINGS. SMOKE DETECTOR SHALL BE EXHAUST 1 CONTRACTOR FANTECH REG 100E 1 SOW MR16 FLOOD FAN / LIGHT LIVING ROOM 5" RECESSED q CONTRACTOR JUNG TC20-205W 3 75W PAR30 120 VOLT AC POWERED AND SHALL HAVE BATTERY BACK-UP POWER. ACTIVATION OF AT ANY ONE DETECTOR SHALL CAUSE AN ALARM THAT SHALL BE CLEARLY AUDIBLE THROUGHOUT THE LIVING UNIT. 11057 CEILING LIGHT 4. CONTRACTOR SHALL COORDINATE THIS WORK WITH ALL OTHER TRADES (HVAC, PLUMBING, ETC I AS REQUIRED.. CEILING FAN/ 1 OWNER LIGHT --- --- --- --- 5. ALL NEW PANELS SHALL BE INSTALLED COMPLETE WITH DOOR, LOCK, GROUND BUS BAR AND REQUIRED BREAKERS AS SHOWN DINING ROOM PENDANT MOUNTED 1 OWNER 11067 --- --- --- --- AND/OR REQUIRED. PROVIDE TYPEWRITTEN DIRECTORY FOR ALL NEW PANELS. ' _ � WALL SCONCE 2 OWNER --- --- -- --- 6. ALL CONTRACTOR SUPPLIED LIGHT FIXTURES SHALL BE INSTALLED COMPLETE WITH LAMPS. CRAWL SPACE POWDER ROOM WALL SCONCE 1 OWNER 11077 --- --- --- --- 7 ALL OWNER SUPPLIED STANDARD LIGHT FIXTURES (W/ LAMPS) SHALL BE INSTALLED BY CONTRACTOR. EXHAUST 1 CONTRACTOR FANTECH REG 100E 1 SOW MR16 FLOOD FAN / LIGHT B. UPON COMPLETION OF INSTALLATION AND PRIOR TO FINAL PAYMENT, CONTRACTOR SHALL FURNISH AN UNDERWRITERS CERTIFICATE. KITCHEN 4" RECESSED 7 CONTRACTOR JUNO ICI-14W 7 SOW PAR20 11087 CEILING LIGHT - - - - - PANTRY11091 CEILING MOUNTED 1 OWNER --- -- --- --- PANT DEN CEILING FAN/ I OWNER --- -- --- --- 1 I 11107 LIGHT 5" RECESSED CEILING LIGHT 1 CONTRACTOR JUNO TC20-205W 1 75W PAR30 / BREEZEWAY 5" RECESSED 2 CONTRACTOR JUNO TC20-205W 2 75W PAR30 / [1111 CEILING LIGHT / EXTERIOR 1 OWNER --- --- --- --- WALL SCONCE / III LAUNDRY/ 5" RECESSED / MUD ROOM 11121 CEILING LIGHT 2 CONTRACTOR JUNG TC20-205W 2 75W PAR30 GARAGE PORCELAIN [1137 LAMP HOLDER 3 CONTRACTOR =__ 3 75W A19 EXTERIOR 2 OWNER WALL SCONCE \ COVERED PORCH EXTERIOR (�O (WEST) WALL SCONCE 2 OWNER --- --- "- --- EXTERIOR LIGHT 1 OWNER --- --- FANEXTERIOR 1 OWNER --- — '-- --' T\\ CEILING MOUNTED BALCONY \ \ STORAGE POROELAIN ANT MOUNTED 1 OWNER =-- _-_ --- '- \ 1 1 CONTRACTOR 1 75W A19 12021 LAMP HOLDER 1 BEDROOM CEILING FAN/ 1 I - TO SEPTIC TANK 12031 LIGHT 1 OWNER --- --- --- '-- C OSESEOIGHT 1 CONTRACTOR JUNO IC571 1 40W A19 B2E0DROOM CEILING FAN/ 1 OWNER [ 1 LIGHT RECESSED- CONTRACTOR JUNG IC571 1 40W A79 COVED PORCH EXTERIOR 1 OWNER RE Q SECOND FLOOR CEILING MOUNTED ARCHITECT / I \�� PLUMBING LEGEND BATH CEILING MOUNTED 1 OWNER --- --- --- / CELLAR _♦ 2057 10011 T ® WALL SCONCE HOSE BIB (FROST FREE) OWNER / EXHAUSTi CONTRACTOR FANTECH REG 100L 1 SOW MR16 FLOOD FAN / LIGHT / DH DOMESTIC HOT WATER SITTING ROOM 5" RECESSED1 CONTRACTOR JUNO TC20-205W 1 75W PAR30 VNgn`���P, ,9H/T� T / STORAGE TANK 2061 CEILING LICHTCEILING FAN/ OWNERF� \ DOMESTIC WATER LIGHT PV BEDROOM CEILING FAN/ ' \ PRESSURE VESSEL I' 12077 LIGHT 1 OWNER W.I.C. RECESSED- CONTRACTOR JUNG IC571 1 40W A19 ,9Te 25365�yOQ 1 1 ' BATH CEILING MOUNTED 1 OWNER --- OF NE BATH --- --- --- PLUMBING NOTES — 1) CONSIDERATION SHALL BE GIVEN TO TYPE, SIZE, LOCATION, WALL SCONCE 1 OWNER --- --- -- -- 928 wesT STREET — NEW YORK, NEWEW YORK 10011 AND INSULATION OF ALL DOMESTIC WATER SUPPLY AND EXHAUST FAN 1 CONTRACTOR FANTECH REG 100 --- --- 212989.1123 WASTE PIPING TO. 2097 P HOLDER AGE LAMLAMP 2Doa 1 CONTRACTOR --- _-- 1 75W A19 — a) MINIMIZE CONDENSATION L0 . , © I ' b) REDUCE HEAT LOSS/ GAIN COVERED PORCH EXTERIOR 1 OWNER PROJECT NAME c) MINIMIZE NOISE DUE TO WATER FLOW Q GARAGE CEILING MOUNTED EXTERIOR DUAL 2 CONTRACTOR o v 4 10OW FL PROVIDE SUBMITTAL TO SECURITY LIGHT LAWRENCE RESIDENCE OIL FIRED BOILER FIRST „ WEST CREEK AVE. `FLOOR 80 D HOT WATER �/ PLUMBING SCHEDULE PLUMBING SCHEDULE (...CONTINUED) CUTCHOGUE, NY STORAGE TANK ' FIXTURE, FITTINGS FIXTURE FIT , INGS DWH LOCATION TYPE MANUF. MODELFINISH II TYPE. MANUF. MODEL FINISH REMARKS LOCATION TYPE MANUF MODEL FINISH TYPE. MANUF MODEL FINISH REMARKS \ PRO✓ECT NO BOILER \ SHOWER 'ZONE 1'AIR HANDLER MASTER TOILET OWNER SUPPLIED BATH SHOWER H AD OWNER SUPPLIED 031001 \ (MOUNTED ON CEILING) BATH [2057 SHOWER OWNER SUPPLIED 11041 LAVATORY OWNER SUPPLIED (-.CONT.) VALVE TITLE \ \ I' SHOWER SHOWER CLEAR TEMPERED GLASS, FRAMELESS, MOUNTING STAINLESS CELLAR SHOWER HEAD OWNER SUPPLIED DOOR HINGED DOOR AND FIXED PANEL HARDWARE STEEL OIL DAL \ ' sHowER MECLI & ELECT. PLAN OIL TANK I I � � VALVE OWNER SUPPLIED TUB SPOUT OWNER SUPPLIED LIGHTING AND SHOWER CLEAR TEMPERED GLASS, FRAMELESSJ� MOUNTING STAINLESS VALVE OWNER SUPPLIED PLUMBING SCHEDULE STORAGE I gigrPR DOOR HINGED DOOR AND FIXED PANEL a. HARDWARE STEEL \ blMIRROR OWNER SUPPLIED MIRROR OWNER SUPPLIED SHOWER OWNER SUPPLIED BATH SHOWER HEAD OWNER SUPPLIED SCALE - ` < SINK 1205] SHOWER OWNER SUPPLIED 1 TOILET OWNER SUPPLIED VALVE N.T.S. SHOWER CLEAR TEMPERED GLASS, FRAMELESS, MOUNTING STAINLESS OIL FILL f - - - i - - LAVATORY OWNER SUPPLIED DOOR HINGED DOOR AND FIXED PANEL HARDWARE STEEL AND VENT / I - .L �32 SINK OWNER SUPPLIED TUB SPOUT OWNER SUPPLIED OESlalEO BY PB SW SINK OWNER SUPPLIEDVALVE OWNER SUPPLIED pggyy B» SW [ 8 , LAUNDRY/ MIRROR OWNER SUPPLIED G/EGKEO BY, PB MUD ROOM SINK OWNER SUPPLIED TOILET OWNER SUPPLIED _ [1121 LAVATORY OWNER SUPPLIED pRgyl Ap ' - BATH OWNER SUPPLIED - 12051 TOILET (, ^ �1 -- - - - T - LAVATORY OWNER SUPPLIED _ O I © CELLAR MECHANICAL AND ELECTRICAL PLAN - 1SGALE- N.T 5. VLAW ME-01 02 03 d9n BIP/2G04 4' 07 35 PM d w PROJECT 04 TE' MECHANICAL NOTES MECHANICAL LEGEND JANUARY 2004 1. CONTRACTOR SHALL EMPLOY MECHANICAL SUB CONTRACTORS EXPERIENCED IN THE DESIGN AND CKOR H> HVAC SUPPLY lLlvrsiONs INSTALLATION OF HYDRONIC HEATING SYSTEMS. F_-�7 OR HVAC RETURN 44TE OESCR/Pr/ON 2. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF ENTIRE SYSTEM, INCLUDING BOILER, CONDENSING UNITS, AIR HANDLERS AND ALL ASSOCIATED PIPING DUCT WORK, WIRING, VALVES, ETC in CONDENSING UNIT 8/3/2004 BID SET 3. PROVIDE EQUIPMENT CUT SHEETS AND REGISTER SAMPLES ml AIR HANDLER /-ELECT. 4. COORDINATE PLACEMENT OF EQUIPMENT AND REGISTERS WITH ARCHITECT IN FIELD. 1E EXHAUST FANCU GU l GU METER - ( - -- - - / - - -- - - - _ - - SUPCLY CEILING 5. CONDENSATE LINES SHALL BE THOROUGHLY INSULATED TO MINIMIZE CONDENSATION. � SUPPLY DUCT 1 1 � 2 IT+ I 3 REGIS DUCT // 42" - - - -- T - - --� - - - - - 6. DUCTS SHALL BE LINED/ INSULATED TO REDUCE HEAT LOSS/ GAIN AND LESSEN NOISE. RETURN - -- - MECHANICAL SCHEDULE I 3 M.;IN !!l���III '-EFTS-'\ \ ELECT. -- / //v i 1 PANEL rF AREA FUNCTION THERMOSTAT NOTE \� � � \ 7 BEDROOM C21WIC 7 FIRST -HEAT / AC PROGRPMMABLE — HVAC 2-WA [207]LOOR 1 INSTALL AIR HANDLER AT CELLAR CEILING. PROVIDE VIBRATION ISOLATERS / \ \ SuppLr cELINc AND OVERSIZE DRIP PAN DRAJN TO SUMP. ( \ (p 42" `\ REGISTER AR CEILING AND FEED THROUGH FLOOR 2 SUPPLY DUCTS MOUNTED ON CELL - 3. RETURN DUCTS MOUNTED ON CELLAR CEILING AND RECEIVED THROUGH / 1 _ - Hvec 2-WAY WALL IN LIVING ROOM C1051 AND KITCHEN [1081 AT FIRST FLOOR. 7I SuppLr FLOOR lU _HVAC CPORCHD_ 4. PROVIDE FILTER AT RETURN AIR GRILLES. / 1 G / 1 \ - ---.'- - 2 SECOND HEAT / AC PROGRAMMABLE 1. INSTALL AIR HANDLER IN ATTIC SPACE OF MAIN HOUSE PROVIDE VIBRATION / 1 T \LAUNDRY/ - I FLOOR ISOLATERS AND OVERSIZE DRIP PAN. DRAIN TO EXTERIOR. / I \ MUD I 2-CAR GARAGE \\ _ // / /\ I SC 1� //J SUPPLY 3-WAY \ \ / � REGISTER (MAIN HOUSE? 2. SUPPLY DUCTS MOUNTED IN ATTIC SPACE AND FEED THROUGH CEILING / I � \ ROOM sc I 11131 �»-' \ G� —�/ – _ - �'- - 3. RETURN DUCTS MOUNTED IN ATTIC SPACE AND RECEIVED THROUGH [112] O /_ \{'9 CEILING IN BALCONY [2011 ON SECOND FLOOR. I I - \ I \ 4. PROVIDE FILTER AT RETURN AIR GRILLES I I �' \ / 3 / BAT H 3 SECOND HEAT / AC PROGRAMMABLE 1 INSTALL AIR HANDLER IN STORAGE ROOM [2091. PROVIDE VIBRATION I I {� _�� II / \\ \\� % sc _ C2_087_ FLOOR ISOLATERS AND OVERSIZE DRIP PAN. DRAIN TO EXTERIOR. (GARAGE) 2. SUPPLY DUCTS MOUNTED IN ATTIC SPACE AND FEED THROUGH CEILING. 3. RETURN DUCTS RECEIVED THROUGH WALL IN SITTING ROOM [2061 ON SECOND FLOOR. � a2° \ \ // 4. PROVIDE FILTER AT RETURN AIR GRILLES. _ r G BREEZEWAY \ /' HVAC 2-WAY - -- 1 SUPPLY CEILING _ --- - REGISTER � SITTING ROOM \ STORAGE 12061 �I RO L20OM a ©EGIST FAoo� (] /// � \--/VFLOORD - - �42• / /// FflooR ' > �� \ TTT��T l} �[ REjG[ISTER. \_\Y`C1V\7 Tl KICK SPACE . d II �, (�j (UHVAC SUPPLY G G G G �- / /^ � / REGISTER AY 'ZONE R 42" SUPPLY CEILING REGISTER' 4- PANTRY 1 / 31\� // DROPPED CEILING HANDLER G 1-WAY \ / [1091 KICK SPACE SUPPLY CEILING FOR 5UPPLY DUCT SUPPLY \x3`X� \� / REGISTER TO ATTIC REGISTER �% \�` �/ RETURN MR GRILLE W/ FILTER , D 01 r /4 - �\ SSHVACL1Y CEILING 777 1�I{ REGISTER RETURN MR GRILLE 1 (HIGH AND LOW) KITCHEN —� \ �sc / Hvnc rwaY \ / 1 P )�QO SUPPLY FLooR BATHC108] REGISTER. [205/] /—/ HVAC 1-WAY -- +\ \ \ - PLYADE ISUPPLY CEILING COVERED �G SUREGISTER BEDROOM PORCH - REGISTER. 1 G� � / c� CLOSET 1 �✓ © PRWDEk '_ k®G » \\ (D � 8 PATRICK / \ 11071 UPP HvFCI-WAY � � IBALCONY sc BRENNAN / \\— SUPPLY FLO------ OR E sLpPLY CEILING sc AR C H I T C2017 E C T / HVAC 2-WAV REGISTER I \ REGISTER / SUPPLY FLOOR HVAC 2-FAT ZONE 2' REGISTER k� SuppLr FLOOR ENTRANCE HALL / / MR "ANGLER REGISTER -� (IN AT11C1 \ _HVAC 3-WAY /� I COVERED \ REGIISTERCEIUNc DINING ROOM / C1017 / PORCH / LANDING \ 01061 / \ //� To\ / _� I CL w�/ I \ / TO BRED ARO. SECOND \ 1{{A�—/ \ G , 1 \ FIRST 'y/ FLOOR \ `.�{� IJ \ _h I_ FLOOR 'cJ IN / "� CL GRELE"IN CEILING \ \ / HVAC 2-WAY 1 FLOOR I \ \\ \\ Hvnc z-war \ Q RECISTERCOVERED / \ \ PORCH \ 1 2 SUPPLY FLOOR \ REGISTER, JQ C NE`N ® K STAIRCELLAR \\1_0 \ - - - / WEST NEW2Y RK, NEW�YORKEE1 011 212989 112 3 G� 8 G \ HNIIICLY CEILING / / (R1 \ REI,ISTER / / \ © COPYRIGHT 2004 PRO✓ECr N%ME —Hvnc 2-WAY / / W'I'C 1 / I LAWRENCE RESIDENCE SuppLr FLOOR / h }, E1031 HVAC 1-WAY REGISTER / / Y \ �} _ p� I STORAGE SUPPLY CEILING 800 WEST CREEK AVE. //RETURN AR J/17 I I T I I ROOM REGISTER CUTCHOGUE, NY / GRILLE I CL I / 1 BEDROOM 202] (HIGH AND LOW) /� ` Hvnc z-wnr 12031 SUPPLY FLOOR \ ROOM I 1 \ REGISTER. \\ \ © / \ i 1-9 PRO✓Ecr No © 0 310 01 Hvnc 2-WAY SUPPLY FLOOR 11 \\ / I b T/rLE REGISTER I c+ \\ \ MASTER ( MASTER \ BEDROOM \ BATH I I HVAC *WAY FIRST AND SECOND P:Q ----- \\ \ C1021 \ C1047 E SUPPLYRCEILING FLOOR MECHANICAL � AND ELECTRICAL PLANS - - �3 LVAC 1-WAY HVAC 2-WAY HVAC 2WY ,,/ _. SUPPLY CEILING N.T.S. REGISTER \ SUPPLY FLOOR SUPPLY FLOOR REGISTER. REGIS,iER / Y'6G T GD"I . - OEslGNEO BYi PB sw J S W -- - CHECKED RY. PB III GRAN/NG NO I I MEP_FIRST FLOOR MECHANICAL AND ELECTRICAL PLAN _ ® SECOND FLOOR MECHANICAL AND ELECTRICAL PLAN - 02 N 1 GALE N.T 5 ,LAIN ML-:J G? Fn 9gn t e .RN J uI t nN m I o —\ PROI,ECr PATE ! J • j \, JANUARY- 2004 _ aEvrsrays � • j SEWAGE DISPOSAL SYSTEM LN;rE OESCRJPTILtN ALTERNATIVE SEWAGE DISPOSAL SYSTEM FOR FIVE TO 50Z'.HEDRDOM RESIDENCES APPROVED BY 8/3/2004 BID SET % THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES ciosiON OF ENVIRONMENTAL QUALITY. i BELGIUM BLOCK cuRe-- TYPICAL TANK DETAILS OF CONSTRUCTION / I A MINIMUM OF 4 INCHES APPROVED REINFORCED PRECAST CONCRETE BOTTOM AND 3 INCH WALLS / 2 AN APPROVED REINFORCED PRECAST CONCRETE 6 INCH THICK SLAB TOP IN LAWN AREAS / 3 SEPTIC TANK SHALL HAVE A MINIMUM OF 41 S.F. SURFACE AREA. / 4. LIQUID DEPTH IN SEPTIC TANK MUST BE 48 INCHES MIN. 'I SLAB ON GRADE CONCRETE SLAB ON GRADE ------- 5 FLOW BAFFLE OR DROP 'T' REQUIRED 1{ AT CELLAR AT GARAGE CRUSHED STONE 6 DROP 'T'S MUST BE PINNED OR OTHERWISE FIRMLY ATTACHED, DRIVE (ABOVE) / DETAILS OF CONSTRUCTION % / 1 USE ONE (1) 1,500 GALLON REINFORCED PRECAST CONCRETE SEPTIC TANK. HING 111 T0•,�•'9y \ / 2 WITH 0 8 4E�NCDI DIAMERER APPROVED SE WAGE PIPE CROSSOVERRECAST CONCRETE CLOCA POOLS/ BRIDGE STANCE OF a T 1 f2." / EFFECTIVE DEPTH, 11 Tp, S•yy z TN / 3 USE 4 INCH DIAMETER APPROVED SEWER PIPE THROUGHOUT UNLESS OTHERWISE SPECIFIED 1 0'• `' • m / 4. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. MSN o % 5. TOP OF SEPTIC TANK SLAB SHALL BE BETWEEN 12" AND 24" BELOW FINISHED GRADE. /, —DRY STONE ED 6 LOCKING COVER FOR SEPTIC TANK SHALL BE FLUSH WITH FINISHED GRADE. LANDING (ABOVE) J 7 TOP OF LEACHING POOL SLABS SHALL BE BETWEEN 12" AND 24" BELOW FINISHED `' ADE. 101 MIN. 1 , PRECAETER, B' DEEP 10'-0" MIN. 1 1500 GALLON PRECAST CONCRETE ' FUTURE EXPANSION / 4" DIAMETER SEWER PRECAST CONC, TEACHING POOL LEACHING POOL j PIPE PITCHED INLET SEPTIC TANK 1 1 '/q" PER FOOT MIN. (TYP.) 4" DIAMETER SEWER � OUTLET PIPE PITCHED / FROM BUILDING /e" PER FOOT 10' 0" MIN. 1 4" DIAMETER SEWER I /� ''� �� , / PROPERTY LINE 10PIPE CROSSOVER 4" DIAMETER SEWER 2 j PIPE PITCHED 19, PER FOOT 0 / - EXISTING PUBLIC O L WATER METER 9. � I i (BELOW GROUND) /71 8' DIAMETER, 8' DEEP PRECAST CONCRETE / DRY STONE PATH --------- LEACHING POOL (ABOVE) LINE OF PROPOSED j / PUBLIC WATER SUPPLY PATRICK BRENNAN ARCHITECT i �cPfD ARN. i 61 � �' / ' I a a. 1�Iz4 . b• / 025365� pQ , 1 j l 9rF OF NES, 526 WEST 22ntl STREET --------_—_—_—_— —_ _—_— % NEW YORK, NEW YORK 10011 212.989 1123 / I SEWAGE DISPOSAL SYSTEM PLAN aao EcrO yE COPYRIGHT zooq SCALE 0 1 5 10 20 j I LAWRENCE RESIDENCE LINE of FouNonnoN PROPERTY uNE WEST CREEK 800 CUTCH GWEST U EEAVE. NY WALL AT BUILDING AVENUE LINE OF FINSHED LOCATE DROP 'T' \Yi FIRST FLOOR ELEV: 20'-0" 4" DIAMETER SEWER T.O. TANK LID UNDER ACCESS FINISHED GRADE PIPE PITCHED ELEX: 18'-7" OPENING FOR PRC✓ECr NO PER FOOT MIN MAINTENANCE _ 031001 OUTLET AT BUILDING za 14w - ELEV 16'-8 z" 2VMw SEPTIC TANK INLET INLET --6=---------------�i SEWAGE DISPOSAL- OUTLET E V� is'-4" PITCH - "'-� ' ; SYSTEM PLAN 12" MIN. AND SECTION SEPTIC TANK OUTLET 1 1 1 1 ' ELEV 15I-1V _ MIN 4" DIA APPROVED 11 LEACHING POOL INLET FLOW BAFFLE o PBPEPEIRTO TED AS NOTED a= 4" DIAMETER SEWER 11 11 . I PIPE CROSSOVER11 " OESJG'✓FO BY. PB' SW 11 � 1 I ' Li49.YN BY, SW 10,_0" MIN. 1 CfIECKEO BY, PB 1500 GALLON PRECAST 8 FEET DIAMETER, °, ! FUTURE E%PANSION WATER TABLE CONCRETE SEPTIC TANK 8 FEET DEEP PRECAST is o LEACHING POOL CONCRETE LEACHING POOL LFAMJAG MJ ELEV; P-b" ,/- —_—_' ---- ----------------------------------------------------------I-- . E p - 03 2 SEWAGE DISPOSAL SYSTEM SECTION SCALE: 0 1 5 10 20 \LAN ME-01 02 03 ogn 212004 4188' 13 PM - . - ', / PRO✓ECT aArE CATCH BASIN AND DRYWELL SPECIFICATIONS / / JANUARY 2004 / LAND NOW OR FORMERLY o� OArElONS OESORlPTION - 36" x 36" x 48" TALL CONCRETE CATCH BASIN OF : DEBORAH DOT'Y / nom - 33" x 33" x 6" TALL STEEL GRATE , vi Eu 8/3/2004 BID SET - 53" DIAMETER x 48" TALL CONCRETE DRYWELL / FORMERLY EMERY MOUND /n")J� - 53" DIAMETER x 4" DEEP CONCRETE DRYWELL COVER / S�3 D, SOUTHOLD o'er) 7/19/2006 qT pT/C,Fj?OM TOWN TRUSTEES a� REVISION 3 UTILIZE TOWN WATER JURISDICTION LINE � �q0 ACENkPROPOSf � I 100' FROM WETLANDS - -- - � o DRY STONE 18" FINISHED GRADE pfRTy Wf tl _ -� 10D GALLON RETAINING WALL / �� CC I _ UNDERGROUND L.P. TANK Ij FILTER FABRIC _ - o CATCH BASIN GRADE FINISHED 4.09 I b TOP OF GRATE ° 40° E 26 - -r , .� o ELEV.I 18.25' ELEV. 17.5' */_ w �T� �� N 58 11� - _. x `�+ sF SLOPE JOINTS J EXISTING .TREE 72 IF � a INTO HILL STUMP TO BE o GRAVEL t �� ' I ,' - �- PROPOSED II O ,p REMOVED DRYWELL f4.5 X h45.L 4D MlN• ( O 1T C P CRM l -.�.-. fq7 / PR - - - - 2 Rf N I f TA OPO OU -- - ( � 7-0 SfD T�� z tiU� RfD h TYPICAL DRY STONE RETAINING , " OF A WALL SECTION DETAIL j N05 \\ N j �� Q a SOIL TET M scnLe N.Ts. ------ -- _ G ��\ I � �� + SOIL TEST HOLE � TREET gUILDIN N 56 °32 34" W '\ gETBA FINISHED U / ELEV. 19,5' ,i SDE15 �� �: GRADE 33.12' A.V � ,I• ' I 3'g'IXISTING' �� ti 9=1 ELEV.' I - q��' CRUSHED •� _ I'- , •-� *" i FINISHED 'GRADE DRDEE STREET \'V , �ri lil 62�2'pRDP -__ •� /'---�-T - ELEV 79,,2 .r / ELEV. .18.51, \\ 97 4111 /` I�,I la,� © ------ - - - -- ,vim �'.. I --- ' ' ---- - y 96.1' EXISTI - r - - - `\ _ WISHED STONE W I 1 MINIMU IN i T- ---- " - ---- LANDING ELEV 19.25 - _ _ qs, 50 M REQNIRED / . , (�� 1 I ,� FINISHED GRADE �, L PROPO FINISHED �/ J �E EU. 18. _ i IEUT POOIyI S DRIVEWAY W m �� h UTURE t ID / I,i , t `�__ BELGIUM BLOCK \� v t \ pp (� CURB U J �i FINISHED GRADE I _ I- IIORO_SE SEWAGE , ELEV.; 15.8 ' ( ' __-- I' rn ' EX. EL J \�,, DISPOSAL r� /� � T c�j l TOP OF STONE WA I "i L T O - __ _ 1 LEX.MET 01 BE SYSTEM ZN ! SOUT,Y 'OLD' TOWN ! ' ' ELEV. 15.75' I� I i EEO TE, � - 1TRUSI,ELS , 20 FEET i STAKED HAY j ,� D F ' I ` - -__ 1 , ," __� ��, I i EXISTING PUBLIC Z L�NETLAND BUFFER BALE BARRIER ) " I WATER METER I W 'ES DEN �' It , DRY STONE 1 i� Ll�� ' ��V. :+ _ ' ii t 1 J� RETAINING WALL ; "�(- 'i, 'I FINISHED STONE �-c / PROPOSED r: � _ ' ' PATH ELEV. 19.1' � PUBLIC WATER I ' REAR,' YARD ' i m I �� - '>� I i I DRY STOAk` SUPPLY LINE 1 w• ' - Ji WALKWAY ^7o EXISTING HOUSE FINISHER GRADE - - - _- ,/ II- .I , 'I 1, L\ , ELEV.' L 25' ,�. cif- TO BE. DEMOLISHED IN ITS ENTIRETYTO WALL q " 0.K , f - Lr ,t_' / I,1. ELEV.)18.6 '�- 0 o f .1� N - - -- --'----------- --- -- �� ( � PATRICK Zoo / / . ; II -- - -' =- _ - - - I BRENNAN l ! --- ° FRONT ' ARCHITECT ti PRINCIPAL BUILDING �' N , TIMBER DOCK 7 / �� SIDE SETBACK -- -....... ......- ---- ------- - -. YAR d - - - -•_. - N 63° 5612" E ' �ARQ I i CP 0 30.13 - ,- , o o i EXISTING STONE rn ' i ' . " i i' w a - WALL, LANDING, AND Sg S i0 z I STEPS TO 'BE SALVAGED f /S N� FOR LATER USE. k TING 0r ff \ � i -i N N ' _- _��-__ �.� �__--_--• _ _ -9 5365 JO DRY STONE FINISHED OF NES -__- - -_ - - - - � -66°0700" E 241.89 - RETAINING WALL GRADE CONE BLK. - _ ' ELEV.: 19.2' ,/- 826 WEST 22nd STREET (i/, _ _ I DRY STONE STEPS, NEW STRUCTURE � - LAND OF _ - - _ _ _ - - PROPOSED AND LANDING o MON. FOUND NEW YOR129891123RK roan LINE OF WETLANDS ,C) _ _ - - - - - DRYWELL AS FLAGGED ON IN UNKNOWN OWNER / �_ C COPYRIGHT 2004 1-7-2004 -- , _ - j EXISTING O \ BY ROBERT FOX - - - - - - DRAIN INLET -________- _____________-_-_________-___________-__.-i-_____-_________ PRO✓E"OT M9ME \ _ - MON. FOUND \ LAND NOW OR FORMERLY LAWRENCE RESIDENCE OF: WIPF SITE WORK SPECIFICATIONS 800 WEST CREEK AVE. SITE PLAN \ CUTCHOGUE, NY \ 1. PROVIDE PROTECTIONS NECESSARY TO PREVENT 7. REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE R 1 s 1 t^ • tg'-°" \ DAMAGE TO EXISTING IMPROVEMENTS. PROTECT IMPROVEMENTS AS NECESSARY TO FACILITATE NEW UTILIZE WELL WATER R-40 IMPROVEMENTS ON ADJOINING PROPERTIES AND ON CONSTRUCTION. SAW-CUT EDGES OF EXISTING PAVEMENT EXISTING GROUND. ELEV; 18'-5" */- \ ZONING 1-FAMILY NON- OWNER'S PROPERTY. RESTORE DAMAGED IMPROVE- WHERE REQUIRED. DETATCHED CONFORMING EXISTING PROPOSED MENTS TO THEIR ORIGINAL CONDITION, AS PRO✓EOr NO \ TAX MAP* BASED UPON SURVEY BY DWELLINGS LOTS ACCEPTABLE TO PROPERTY OWNERS. 8. LOCATE AND VERIFY LOCATION OF ALL UTILITIES PRIOR DARK BROWN SANDY LOAM OL \ 1000-103-13-06 JOHN C. EHLERS LAND SURVEYOR _ TO COMMENCING WORK. Do NOT INTERRUPT EXISTING 031001 6 EAST MAIN STREET 2. PROTECT EXISTING TREES AND OTHER VEGETATION UTILITIES SERVING FACILITIES OCCUPIED BY THE OWNER BROWN SILTY SAND SM \ MINIMUM REQUIREMENTS _ MORE THAN INDICATED TO REMAIN IN PLACE AGNNST UNECESSARY EXCEPT WHEN PERMITTED IN WRITING BY THE ARCHITECT RIVE 69E82 NY 11901 20,000 nrzE 2' \ 631.369.8288 LESS THAN CUTTING, BREAKING OR SKINNING OF ROOTS, SKINNING AND THEN ONLY AFTER ACCEPTABLE TEMPORARY UTILITY \ 631.369.8287 FAX LOT SIZE (SQ FT) 40,000 39,999 25,104 25,104 OR BRUISING OF BARK, SMOTHERING OF TREES A SERVICES HAVE BEEN PROVIDED. PROVIDE A RECEIVE OF 4' PALE BROWN FINE TO MEDIUM SAND SP \ ELEVATIONS REFERENCE 1929 NGVD. STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED W HOURS NOTICE TO THE ARCHITECT AND RECEIIN SURVEYED 12-17-02 LOT WIDTH (FT) 150 - 135 135 MATERIALS WITHIN DRIP LINE. PROVIDE TEMPORARY WRITTEN NOTICE DI PROCEED BEFORE INTERRUPTING SITE PLAN AMENDED 02-05-04 _ GUARDS TO PROTECT TREES AND VEGETATION TO BE ANY UTILITY.000RDINATE WITH UTILITY COMPANIES TO 51 BROWN CLAYEY SAND SC \\ LOT DEPTH (FT) 175 - 241.89 AND 24986 241.89 AND 249.86 LEFT STANDING. SHUT OFF SERVICES IF LINES ARE ALIVE. \ 3. REMOVE TREES, SHRUBS, GRASS AND OTHER 9. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS FRONT YARD SETBACK (FT) 50 40 58.5 46.0 7' BROWN FINE TO MEDIUM SAND SP \ _, VEGETATION, IMPROVEMENTS, OR OBSTRUCTIONS AS WITHIN A TOLERANCE OF PLUS OR MINUS BE FOOT OR SCALE NOTE: SIDE YARD SETBACK (FT) 15 15 18.5 & 39.5 20.5 & 20.6 REQUIRED TO PERMIT INSTALLATION OF NEW CAPACITY SAITIS REACHED, SOIL WITH SUITABLE BEARING 91 BROWN CLAYEY SAND SC \ _. CONSTRUCTION. cgPACITv IS REACHED, AS NOTED \ THE SURVEY IS THE BEST INFORMATION CONCERNING BOTH SIDE YARDS SETBACK (FT) 35 35 58 41.1 4, STRIP TOPSOIL TO WHATEVER DEPTHS 10. UNIFORMLY GRADE AREAS TO A SMOOTH SURFACE, 14' PALE BROWN FINE TO COARSE SAND SW \ EXISTING AND PROPOSED SITE CONDITIONS IN THE ENCOUNTERED IN A MANNER TO PREVENT INTER- FREE FROM IRREGULAR SURFACE CHANGES. PROVIDE A pESlONEO BY• \ POSSESSION OF THE OWNER, BUT THE OWNER AND REAR YARD SETBACK (FT) 50 50 96.1 97.7 MINGLING WITH UNDERLYING SUBSOIL OR OTHER SMOOTH TRANSITION BETWEEN EXISTING ADJACENT PB SW \ OWNER'S AUTHORIZED REPRESENTATIVES ASSUME NO LIVABLE FLOOR AREA (SQ FT 850 - 1,650 3,265 OBJECTIONAL MATERIAL. STOCKPILE TOPSOIL ON GRADES AND NEW GRADES. CUT OUT SOFT SPOTS, FILL 16.6' PALE BROWN FINE TO MEDIUM SAND SP RESPONSItBILITY FOR THE CORRECTNESS OF THE SITE FOR FUTURE USE. IN LOW SPOTS, TRIM HIGH SPOTS TO CONFORM 10 DRAWN 9r, SW \ SURVEY INFORMATION AND MAKE NO PER DWELLING UNIT) REQUIRED SURFACE TOLERANCES. \ REPRESENTATIONS REGARDING THE ACTUAL SITE 5. REMOVE HEAVY GRowrns of GRASS FROM CHECKE06Y• PB .23. WATER IN PALE BROWN FINE TO MEDIUM SAND SP \ CONDITIONS THAT MAY EXIST. AREAS BEFORE STRIPPING, WHERE EXISTING TREES 11. SLOPE GRADES TO DIRECT WATER AWAY FROM \ MAXIMUM PERMITTED DIMENSIONS: ARE INDICATED TO REMAIN, LEAVE EXISTING TOPSOIL BUILDINGS AND TO PREVENT PONDING. IN PLACE WITHIN DRIP LINES TO PREVENT DAMAGE SOIL TEST HOLE LOT COVERAGE (X) 2C 20 6.5 12.0 DRAWING NO \ TO ROOT SYSTEM. 12. SEED DAMAGED AND GRADED AREAS. PROTECT 2 \\ BUILDING HEIGHT (FT) - 35 35 13 2 20.4 SEEDED AREAS FROM EROSION AND TRAFFIC. WATER AND scO u T.s. 6. COMPLETLY REMOVE STUMPS, ROOTS AND OTHER MAINTAIN SEEDED AREAS UNTIL GRASS HAS GERMINATED. A - 01 q�� ���777 \ WATER WELL NUMBER OF STORIES 21/2 21/2 1 2 DEBRIS PROTRUDING THROUGH GROUND SURFACE. _ O I TEST HOLE DONE BY \ / AT ADJACENT PROPERTY FILL DEPRESSIONS SOIL By CLEARING OPERATIONS McDONALD GEOSCIENCE 'n�[! WITH SATISFACTORY SOIL MATERIAL. LAVI A-01 dgn 7/21/2006 2. 35 23 PM 69'-6" EDGE OF C. PAO✓ECT GATE CONIC PIER COL. 6'-9" 27'-2" 29'-0" ,(ABO;VE) JANUARY 2004 2 7'-0" BLDG r 3'-4" REvfsl vs A-OS ________________ ___ _ LINE OF WOOD 8„ ! 2'-0" g:, oaTE OEscRIPTrory r ' PORCH (ABOVE) 2/2" 3 ' 1'-9" - I 1 LINE IN CONIC. . . . ___________________ -i ELEVATED ED POST6BASE jii/ 600TINP.T( COLOUM)N 8/3/2004 BID SET EDGE OF __________ ---------- --T 7/19/2008 CONIC.PIER - I r_______________ _ aI1 T.O. FOUNDATION j orI BLUESTONE (ABOVE) Q Iw- 1 ELEV: 19'-9" LL VENEER -- - -I-- _---_-_ - REVISION 1 I - 21"x21" REINF. CONIC. T.O. FOOTING ! - I PIER W/ •5 VERT. N !rt ELEV: 14'-0" 1 cauc ole m _ _ __ �1__ __ B AND -5 H IZ. ARS N OR I CONC. APRON ,P R _ BARS @ 16" o c. m eo fO 11 T.O. 1 8" CONC. WALL W/ (ABOVE) T.O. FOUND. I I FOUNDATION 1 "5 VERTICAL AND ,- N . r 1 (TYP.) ELEV: 18'-11(/2 w o I —� ELEV: 17 5" HORIZ. BARS @ 16" O.C. 1 COL COL. BLDG., I ! T.O. FOOTING 1 PERE - - ED --t-- r - V DOUBLE 2"x8" sTL.COL, ELEV: i6'-O" a o \ = JOIST (ABOVE) (PROVE) - _ 1 1 a eEad POCKET - T.O. FOUNDATION T 0. FOUNDATION CL � r_________I Y rr PIER & o ! 1 8 'x16 ' VENT) ELEV: 19'-9" ELEV 19'-9° TOP OF PIER 1 \\\ N '- PIER a PIER & (ABOVE) N I W/ INSECT 1 T.O. FOOTING - r - Q COL. COL j s SCREEN ELEV: 14'-IN o _ ELEV' 19'-2)/4" 1 \\ PIER (AIR 6 7 1 OVE) A-OB - - \ C • \ \ 1 ,sl, 8 7 (nsovEl 12,_0,: 1 12,_0„ 7 -2 I SPACE TYP. _ ----_—_—_—_—_—_—_ _—y i_ _�I__—_4 � - _ BLDG L �- I ! \\ BEAM - TRIPLE g„g', 2 _ _ _ _ _____ M ! T O CONIC. PIER vErvT __ 1 _ I_ N ELEV 17'-7 2” ELEV. 4 BLDG ! i ' N N 1 5„ 2„%iD” P.T. T.O. FOOTING I ''D TYP. 8°TYP. 18' J WOOD LATTICE i'-5" PIER (TYP.) rna, __i =e I VAPOR BARRI E� 8 5" DEEP BEAM SEAT. ELEV 13'-5" 2 BENEER REINF(CONC. - PCC-IER 1 1 _ /p' AND 1 M COMPACTED 2x4" P.T. NAILER PORCH CORNER PIER PLAN DETAIL SEAT ELEV: 18'-51/q" T.O. FOOTING BLUESTONE I ELEV 13'-5" A A-O6 T.O. FOOTING\ a 1 _ r 2'-0" TYP. (TYP.) �__ - _ _ �i ELEV: 13' s-Ygl___1 M 3'-11 IyLLCOMPA 1 A scALE: 2„x10' DOUBLE EDGE OF —_- A`02L_ --- _�_ _-H- + - I T.D. CONIC. PIER- T - BEAM CONE.PIER N F� T. d' Q y” - 1'-0" ELEV' 19'-2 / CONIC.PIER COL �-—- _ _ ___ _,' LINE OF WOOD —_—i____,___ 1 I _—_P,) __ _ 1__ _ N / . . VENEER I___I__ _ I __ _I BExsf -P DOUBLE 1 COL 1 r - y M ---_--+ F8 2 08--_ 12 ^/ 1 ? i 1 (Aeo 2„A /4 _(_TY ABOVE - _ — — — e 1 rn BLUESTONE IVEI _ —_ BEAM ELEV 14'-0” PIER ___ - 3,_4" TYP____ TH. CONIC. 1- -� J C / / • T.O. FOOTIN OOTIN E O.VFODUND./z d b o f m LINE ELEV C.SEAT. I, `O 11 - PORCH (ABOVE) 2 O" N I L1 FOOTING (BELOW) / NE IN CONC. WOOD LATTICE (TYP.) "� 1 1 r _ ______ __ FOOTING (BELOW) � I I I 1 -9 ------------r-- ELEV 12 9/z __I -____-_-___-_______- __ _ _____� _\` = PSON - KEP .. ' -m'. � . C / _�.t______________ E EVATED COLUMN jF4 ! ________ o d ____ T.O. FOOTING F.O. PIER a COL � — -{ (ABOVE) 3'-4" % _ FOOTING _ 1 m ELEV: ll'-71V2"77 ___ __ __ _ _-_ I- [ - --- r 6"x6" P.T. COLUMN I N ELEV 10'-51/z° 9y % 9'/z" srEP \ BovEI C? FOOTING DRAIN. ! - 4Lz8f FOUND. R ELEV: 10'-51/2" "' o' :: TOP OF PIE \� ! 1 L0. F _ I N j DRAIN TO � SEAT BEAM POCKET. I ELEV 19'-2%q" PIER & 'I,�.' 1 J ELEV 18'-Ol/z / 3'-11/z" 24'-0/z:, (ABOVE) ' 1 , DAYLIGHT - CONTROL JOINT (TYP.) - 1 _ -- __ / 1 I `� DO I- -1 --I REINF. 12" TH. CONIC. - p„ 1 AND-•5 HORIZ. BARS 8" CONC. WALL W/ FOOTING (BELOW) IIT 1 WIDE x *5 VERTICAL AND HORIZ. 1 BEAM LSV.:POCKET. TO FOOTING �' j % lI i � - W 8' @ 16" o.c. (TYP.) WOOD LATTICE 4' o BARS @ 16" a.c. (TYP.7 iII � 1 1 SEAT ELEV. 18'-5/q' I I T.O. FOOTING I I 1 2"x4" P.T. NAILER 11" g" LINE OF ELEV: 13'-5" WOOD LAT WOOD10" i ! 10'-61/2" 10"1603�a WALL TYR 8 _ . gi I ` COL f 12 TH. CONC.NG (BELOW) B scniE: PORCH PIER PLAN DETAIL \ N T.O. FOOTING PORCH (ABOVE) 1 1/211 FOOTING (BELOW) el`^`sT _``--_'o J (TYP.) TYPICAL ST Q Ill l - __� STRUCT. TUBE COL. I_ /: _ o �- - coL. FOOT RIME SINGLE 2"xEI" EDGE OF EL m _' CONIC.PIER 2MPSON T_ JOIPB66 16" o.c. 1 2'-3" TYP. 3/2"x3 xi/4" `I T- L- I'--I4(ADovE) ED POST -I _ ----- REINF. W/ ------ - FINISHED PORCH iip BARS —� 1 _________ _ 11 —_—_ M EACHS DIRECTION o 1 ro 1 o =N y. I� A ovE1 SIMPSON- "IST22 STORAP ,. ELEVATED TI.ovPIER BASE STRAP— PIER a II - ! :, „ CELLARsrL.caL. !__ L__I 10 x12" BEAM 10:, _- 7 a_� M _—-_-_-_ COL, - COLUMN CONNECTION =� L s, BEAM DOUBLE ELEV (ABOVE) m \M I EIB 8 TYP. E0011 1 POCKET. 1 - - Fo `BL\€STONE I i 2 -0" TYP. ELEV: ll'-01/2" p SEAT ELEV: 18'-5" REINFONC. W/ 4X4 j PORCHFSTONE (ABOVE) N I� BLUESTONE VENEER 60 ELEVB1AV POCKETS m a 1 1 1 1 = _ n -__ __ _ ! (TYI�J I p 10 MIL W4.OxW4.0 ON — A�oa GIRDER (ABOVE) —___—_—_ STRUCT.2TUBE' COL. — 11 _ 6 -0"—BARRIER VAPOR4 2" L. I_—_—_ m ------------------------------------------ ----- 'j—_—_—_—_—_—_�____—A-06—__--_—_—_—_—_—_— —_ _BqG ELEVATION RVARIES. 4„ BEAM POC P AT R C K r ` 1 _ x5" /POCKET. BRENNAN CC—_ ) I o ARCHITECT BLDG a 1 T.O. FO ND. ! : 5 VERTICAL ANDUP, V —T.O. FOUNDATION o $ 11 - -- _- --' CONIC. WALL W/ .i 3 ? . M e HORIZ. BARS �I " THICK NARROW TO A-m - WOOD FRAMED . 11 8" THICK REINF. CONIC, PIER (keD ARC, @ 16" D.C. (TYP.) STAIIRS AND IMI 1 ELEV: 18'-11/2" « I I I ELEV: 1 '-3/2" , - 1 ! I z • AN « VERT. BARS g•�� y,EVIN y/Zxo ICD \ I 1 12" TH. CONC. FOOTING 3 WOOD HANDRAIL M N I 1 1 • . — T.O. LEDGE AND 5 HORIZ. BARS FD r� IJ T--1 1 I (5) -5 BARS it-- STL.COL. - - - J 3,_11x,_1 1 1 Ili I _ „ o - * u _ j .. U18 EACH DIRECTION 1 --_ �: oP 1 li —10" OONC. WALL W/ 16" o.c.(BELOW) REINF. W/ 4------ /z4"x8" BEAM PDC� . SYLB. _----- "5 VERTICAL AND HORZ. ")L_-r _1 L-_ --- -- BARS @ 16" o c. (TYPJCL-_ _ _ _ _-_-_-_- -_-_ _ // i _ .{ +-y Q COL 'M M 1T 1 rI Dm <OVEIPIER & R`'�INF. 11 --- -- ----- --- -SEAT ELEV: 18'-0 TL coL. i_____- I �i1caVF) �ABOVE) = LINE OF WOOD 1 y1 f/ 1 SOF NE`N —` ELEV 13'-5" CON I o T.O. FOOTING ! ! 31 x3 211x1/a^ TYPICAL PORCH PIER SECTION DETAIL 526 WEST 22nd STREET STAIRS (ABOVE) PIER (TYP.) m TYPE X � III �I _ GYP BE. @ CEILING TED si R x3 2„x1/4” 2'-3/2' 2'-33/q" -- TING _> „ „ T.O. FOOTING j 1 ELEV 10'-71/2" __ 1 /2 UCT. TUBE COL 10'-2�z" 1 1 E O.VF000-51/2„ y2 - r_n'. C NEW YORK, NEW YORK 10011 FILING 1 1 3/2„ I/ 1 I i scuE: 212.989.1123 I STRUCT. TUBE COL. q-- - - --------- - -7 5 CONC. SLAB -0 ww 1 T.O FOUND' c m d REINF. W/ 4X4 = CONTROL JOINT (TYP.) T / © COPYRIGHT 2004 ELEV: 16'-3/2" ,�,' STL COL. STIT,1(oL 1 FINISHED GRADE PRB✓ECT NONE I W4.OxW4.0 ON o T.O. FDUND.I "� N 10 MIL VAPOR BARRIER - 1 o o ELEV 18'-it/z" In 8" CONC. WALL W/ ELEV 14'-7" o � ! I 1 MECHANICAL;/AREA »5 VERTICAL AND HORIZ. s'-s/q" 5'-it" BARS @ ts" o.c. (TYP.) ) 11 8 OW WEST CREEKS AVE. o c A-02 Ili ICLEANOUT 7'-13/q" CUTCHOGUE, NY PER s - - - - 1 iD00R �'� MECHANICAL N I B" g„ 1 I 1 O (ABOVE) 1 I (HIGH & LOW _ __ __ 1 FLUE INLET >� / Qo T T.O. FOOTING 11BOILER m l 1 ! 4"x8" BEAM POCKET. j ELEV 10'-51/2" I 1MAKE-UP _ 11 j SEAT ELEV 18'-01/2" 1 LINE OF �IRDEF I ` PROJECT NO AIR VENTS L y . L 1 1 (ABOVE) l STORAGE N -' r 4'-o'/z STEP 4"x8" BEA '-I I �� 031001 a„ I �• . 16'-10" STEP 4'-01 ST R POCKET. I yl� TITLE f l .'- . . r r 13'-8" M,0 CONCRETE i 2'-51/," M. .i SEAT ELEV: CELLAR/ d- T.O. FOOTING _ I\` 3'-4" TYP. } -------------- 2 0 1T e B STEP *• - F N ----------J —T.o. FOUND. FOUNDATION PLAN 2 ELEV' 12'-0„ 1 1 - , L1 -, �Y DRAIN TO --�� - r T.O. FOUND. a o $ .I,�.,, .<:..,. .. ELEV: 18'-111/z„ ___ DAYLIGH \ 2R XF AND DETAILS m M O_ FOOTING DRNN. I ELEV) 12'-1/2" 1 1 T _ L 2R C12 __J l ffi PIER r . -_ __ ___ _ _ _-f /1 _ _ __- J Q-- - y. _L� M ------- - - - - - - - .fv _ ;/_.___ - - - _-- - - m SCALE COL r_--- - - ----- ---- ---- --- ---- - -- - - - ----------- ---- --- -J = AS NOTED m . (ABOVE) !_ -- 1 - - - _ _-_---_---._ _\ EDGE OF T.O. FOOTING T.O. FOUND EDGE OF CONI.PIER ELEV 12'-0° DRY STONE ! ELEV: 14'-11" STEPS AND uP DRY STONE I coec.PIER T.O. CONIC. PIER DEsrcnco BY. PB SW ELEV: 19'-23/q° LANDING ( T 12' RETAINING WALL DRAWN BY• SW (TYP.) T.O. STONE WALL A-m CHECKED BY P B ELEV: 14'-3" I, 121.4�q,1 4,1 5„ g1_7,1 121_011 3'-4" 2`6" 17'-4'p 7, 0„ 20,_6„ DRAwrNc ND 6,_71, 18,_1„ - 24'-61/2" 24 -51A EDGE OF �- PIER a PIER & BLDG„ O Ofk WIN. CONIC.PIER PIER COL (ABOVE) COL, (MOVE) STL COL, COL CELLAR (ABOVE) AND FOUNDATION PLAN & BEM Pocxer LAW A-02 dgn 7/21/2006 2 46 21 PIA 69'-6" P T POST BELGIUM BLOCK COL PRo✓ECT DaTE 27'-2" 29--0" CURBING 4�x' 11x" JANUARY 2004 1 z 7'-0" BLDG EDGE OF WOOD 1 0 51/z„ 2 1" DECKING HEVlSloNs A-00 I EXTERIOR SHOWER D4rE DEscarPrroN HEAD AND VALVE �" \ LINE OF BLUESTONE EDGE OF BARRIER ON \ n 2"x6" EXTERIOR rIIJ -- - -- -- -- -- -- 8/'3/2D04 BID SET IER (BELOW) CONC. SLAB RENF. � [1141 N LJ f FACIA (BELOW) ___ 12/16/2004 (BELOW) Eft AND 10 MIL VAPOR = STORAGE Ir PINE of WOOD f _+ ______ __ _______ ___ REVISION Q 5' W/ 4x4 COMP CTED FILL W4.0 � ;n WALL I L N _{ ____ __ __ __ __ _ __ __ _ \ E EV. 17'-10" 2/11/2005 FINISHED GRADE -�00� (40 S.F.) WOOD STAIR AND j - I I REVISION Q ELEV' 17'-6" -$- /-' HANDRAIL j PITCHED /e" PER 12" 6"x6" P.T. \ — - - T ROOF DECK ° R o 3R e .,c ' WOOD COLUMN 1 PVC DRAIN TO D STEP 1 _ ___ REVISION 0 00D � C, 4 45" STEP 1 DOOR Q ¢ ECK o 2-CAR GARAGE o r CIOL BLDG. ELE .' 17:_3:: a _ j E1131 - > ) 2"x6" EXTERIOR WALL W/ coL4 wl 0 6 ; 6-' '__ , 61/z:1 j (542 S.F.) C R-21 BATT PIER , @ P,T.POST—_ _ _ —_ _ —_—_— PIER COL L COL INSULATKi (BELOW) YER //; y BELOW) PIER PIER t:r (TYP.) 3 j \ CONTROL JOINT -I- (BELOW) (BELOW) A-0B I B" srEP N j BwD --_-_- _ _ TILE _ -_ _ _ _ 9:_0„ j 12:_0:' j 12:_O:: 7:_2:1 AsriEa FLOORING j N BLDG I I 4 5" CONC. SLAB REINF. I 1 - 01/ 3'-11/2" Y W/ 4x4 W4.OxW4.0 AND k �, C1 - 10 MIL VAPOR BARRIER BLOCKING z 1 j ON COMPACTED FILL 39 am ;a �� \�L SPACE FINISHED - - 1 T'x10" WOOD 1 .. - \ MUD RO A-O6 GRADE A ELEV 17'-7" j N CLADDING (TYPJ = 1 DCE DT 23 \ �'; PITCHED I/B PER 12 GONG PIER (BELOW) LINE OF DOOR LINE OF CONCWOOB ASEC1 ] PIER (BELOW)WOHDELGIUM4coL. LEV20'-0 1 q" cL- __ _-_ _-_-_-_-_-_-_-_-_- �__ -_i - - — - _ _`_�-•. '�', r s' (51 S.F BLOCK APRON °O m 3%2' (BELOW) I �j EXTERIOR Ei 1C' I YPICAL EXTERIOR CLAD COLUMN PLAN DETAILWALL — '/x" BELGIUM BLOCK T 611x6" P.T. POST A-D3 B ^^ __ ___i LL \ `^ 21 iar� lig ST 1:'" _--=L LATTICE. o -_o— 01 11 51 B ��(�!I 0 T.V.CPB. BOOKSHELF � __� W/ 10"x10" O 11 1 IPC ogRY Y DE 7 20 O sf e, IELEO NG9N 5/2 \ C) 12"x12" SPACING LINE OF BLUESTONE /2 2� M O � - I M M M CLADDING / ! PIER (BELOW) j (TYP. FIRST n-Ds IQD LINE OF WOOD 1 �- FLOOR COLUMNS) 1 78 2' x INT. a s., FIN. GRADE FACIA (BELOW) DOOR _ 1 t o (160 S.F.) s sr IIS PIEa I\ I ) a q,_61/z,: 9:: 3,_ 411 _ 4'-(B/a" _ _r__-_-_-___-__-._--_-_—__I - A L (TYP.) (30 S',.F.) m R_ _ ELEV. 181_11 z1 �" s EP T ) A 10 8:_O:: B:_0' : T: L 111x10" WOOD COLO 1' K IA G (BELOW) M A-09 5/4" MAHOGANY 1 IREd cD 3'-11 z _ 24'-0/p" _' ; DECKING ON � I � j � , � rc = ' ' I ''% � - CLADDING (TYPJ �n Eo O CL r L I ', P.T. FRAMING L .T-"-" 1 z ww. [aoc.L wm - N j TCHEN s OD STRIP A-O3 E -w' [1081 F GORING _ 0 WINDOW SHELF No WIN' 1 j "T SHIM AND I R -- fn 0 'o B A-ao PIER (BELOW) f /'WOOD BASE _ 1 ;� 36" A.F.F. 1 o (760 S.F.) 4'-3' o o ¢ (TYPJ 1 ww LINE OF CONC j - LINE OF SPACE WOOD GUARDRAIL �� 1 SOUND 1 %(C 4- - ----------------- ---_ --_ --a - -_-_- --_-_ --_ WOOD STAIRS \ ® 11:_5:, \ EP.r.posr-= _ -1- A-12 1 �•; INSULATION I I- _-__, I N ww 4 1 30" A.F.F. o L COL DIGre o i 71_101/x" COL, WOOD GUARDRAIL - rn 1I - AND, .-IAAF\ 13 91/2' 6 9'-10/z" 4 T-3 3'-4/2" 3'-41/ -1 7" 1, 11 51_11" � w - -- 1141/," 5'-101/2" _ _ _ - I 1 6 P `O WOOD COLUMN i I COL \I � , COPPER DRAINr —LINE- _ 11 \ it 'COL. — — M -I— -N -_9` - pReH , _ _ __ _ R00 COL.& - 16 (3107 ) Tt G RIG 2 - 1 N PER ,z^ 6"x6" P.T. POST 1 (RE Ow) I---- _ F \__-----_- i--- O�JR cHE° L (TYP. FIR CLADDING 4 z -3 ENTRANCE ALL — — FIRST FLOOR COLUMNS) WAI WIN. n t 1 4R��, ( 1 TO ROOF DECK J _ LAN WG (ABOVE) ;- �� - - _ ELEV.. 19,-l" PATH N tO `U° PER — o DINING ROOML z 017,_01: LEY.: y1_g1:I , � DOOR W/E BTO N x,1 m o I — 1 - 1 15/x 11 1016 FJ E (E2 s.FJ I � — j_ " STEP n-O6 3�2u PATRICK NM _ N - - - - - - - _ IIB -- BRENNAN \ 1 4' TEP N A°B ! ' _ c TYPICAL EXTERIOR CLAD COLUMN PLAN DETAIL O - _-_-_�___ 1� 5� PAVING _� ___-_-_-_---_-_ _-_-_-_-_-___- - -_ _BLea B \ ARCHITECT T, 1— 1 17 O 1 1 -1 SCPLE: 3�� . 11_°„ 11 STAIRS 0 0 9'�_-_—&'- COLUMN OPEN @ 1� 1 1 1 1 ArJ 1 BLUESTONE I BLm., _ LI oRM. 001 2 7 2'-3" 31_11/z1j1 j 3R o e^ I Wfl \ 1 STEP 16 N O 10 s�2"x6" EXTERIOR WALT` 2"x6` EXTERIOR WALL 0 I 5'-10/2 1 5 /z1 „ I 3 p W/ R-21 BATT INSULATION-.(TYPJ = -21 BATT INSULATION @D AR --_ T �`_---_-_-_ u�� :. M - - N io ---_-__ -� ( �.) s/s" PLYWOOD g4�GP C/y!T _ 1 3'-B'� ' Q °o :, SHEATHING C3 C -µEVINBgf FO WN - I � 4'%4" POST ; 1 " I ( 4/ � �1 �• s I STAIR N DN � I Q a PIER 81_311 4 0 COVERHD a S T o - — _-_-_ PbRCH _ �_� - _ - - -_ _ _ a _coo /z GYP BOARD - - u/` X tBEOKSW ELVE5N0 n - fi 1 I \ JOQr ___ _ 1_ WIN 1 INTERIOR WOOD ,��_ 1`•••�� �� O'F N�`N COL L EL;k.: °i J, 9 Rovwacmrl �3Sc �3LT�'EZ1i aacowan 39YLt M / - WOOD COLUMN % CC COL _ _ __ m CASING 4 _ , 768 d WOOD STRIP N I/ CL N W.I.C.�03] ',/ -I /2" PLYWOOD LINE OF SUPPORT 526 WEST 22nd STREET 0i qr __ FRAMING (BELOW) N A-D] )FLOORING (TYPJ n ------------ -1 0 NEW YORK,12989.1123RK 10011 13 r (57 S.F.) z a j seowER A-n 1------------ __ ,. 14 1 IIVINGI ROOM 2'-31 I,�'I/z" I/z 10,_411 _ \ = EXTENSIONO JAM ----------- --- N O 3 © COPYRIGHT 2004 ao WOOD STOOL _- o [1051 - - o --- _----_ a _ o D✓ECT NHAIE �- - � I (252 S.F.) 1 ..,. __ _____ 10 _ ���� � { z � PA DOOR - 1: 1: 1_ a INSULATION EXTERIOR Y^ STEP \ ' ---', 3 2"%6' 1 1 I y A A-011 1- - _ -----_ -__ _-__ - `° WALL W/ R-21 BATT - < 13 SINK souND INsuLATION !' �______ _ ___ _ -__ _ LAWRENCE RESIDENCE N 13 6 MASTER)) 3 WN o R LINE of 800 WEST CREEK AVE. COLL s" /z" A04 z"xa^ WALL w/ wooD SILL CUTCHOGUE, NY - ATION (TYP.) 11 ql/z; 11T-8 2'- 4/z (BEioWI _ d 4'-10 8'-0" 1 4'-10/q" 1 1 BPxr ' - r -15 BATT INSULATION --- � I/x 11 � 0 2"z4" INT. WALL (TYPJ I I o I l7 ,T,� _ � DOUBLE HUNG 1 LINEN , I g WIN. MASTER BATH � � „_ - �u wlNDows j A t-- N BEDROOM soO41 s.FJ 11N s11 / —WINDOW SHELF (_X_I 1 !� ' � ' s/4^xa' wooD PPD✓Ecr No BOOKSHELVESN,d BOOKSHELVES `r [102 it CPBINET ` .`1p T CPBINET : 2 6° (213 S.F.) -- 1 -/ C ��- CASING 031001 _L LOWER__ 4 LOWER __ _ &T,�'T'- �. � 1 �� 1 "4'f','3S1�IM1'AL�Sfi` _ �_- __ - - - � / LINE OF SLOPED I'. - o --s -- =1 -�^ CEILING (ABOVE) III OwI< r s"" - WOOD SIDING FIRST FLOOR PLAN rL N j _" A-04 - - - - AND DETAILS DOOR _-_-_� -_-_-_-_-_--------------------A _ H _ 91. PIER _-__--_-_-_-_-_-_-_-_ -- :' IEJ 12 `�•---_-_ _-_-_-__- _ SHEATHING PIER au r^rvv�V.d4,Y.. i Coj OP (BE�LOW) ------ - _ - - - _-.- SONDE 1/ 1 0 qLE B" PLYWOOD C SHELF PLAN DETAIL — -- - coL. - - F - - - 1/4" = 1'-011 2"x6" EXTERIOR 'WALL EDGE OFW/ R-21 BATT CONC.PIER (BELOW) 6"%6" P.T.---/ EDGE OF COLUMN (TYPJ R B^ INSULATION (TYPJ CONC PIER (BELOW) DEsloNE1 Bn PB SW FINISHED GRADE 2 D174,YN ?Y, SNI ELEV.: 14'-011 CHECKED BYi PB 121_011 3 , 9/z1 1 y1_0,: -4^ 21_4%x° 12'-61/4" 2'_4x,1 181_1:1 171_411 71_011 201_611 24'-6%2" 24'-51/4" DPNWlNG NO 691_6:1 _ A - 03 //�`\ EDGE OF PIER COL L COL L BLDG. WIN. WIN' ' ` � O 3 (DOING.BELOW) PIER BELOW PIER (BELOW) PIER (BELOW) ,/�` BELOW) COL ® - N LAW A-03 GOn 7 21 2006 2:48 55 PM Pe— SURVEY OF PROPERTY I,FR 2 3 SITUATE: FLEET'S NECK TOWN: SOUTHOLD N SUFFOLK COUNTY, NY Wel e SUFFOLK COUNTY TAX LOT 9 1000 - 103 - 13 - 6 SURVEYED 12-I1-02, S AMENDED 02-05-04 TEST HOLE 03-01-04 PROP05ED ACTIONS O4-I6-04, 05-04-04 FOUNDATION LOCATION 02-08-05 CERTI=TO: ROBERT]LAWRENCE KATHLEEN LAWRENCE COMMONWEALTH LAND TKTILE EVSURANCE COMPANY S� mon ld I III 01 I ° I I II I t q0 �-00�.), =qd 1 E r rL�J ------------- 1 I a CD ' 1N1O� i CY pti II I I II I -- i 0, 50 : a m phi, _ _ _ — — — -- VIP w g OF (Cres 0 9 �®� cn� aid - ----- _ --------------- -- 12� � 3056 3 � m Ig avu, ,W,, ------I III III J moi. T II I � NOTE5. ■ MONUMENT o PIPE STAKE r REFERENCE DEED L. 9321 P 336 '-"`^° „_,,,,a„e E,,,, ,,,. ELEVATIONS REFERENCE NOVD'29 AREA = 25,015 SF OR 0.58 ACRES PROP05ED SEPTIC TO BE 1500 GALLON 5EPTIG TANK WITH TWO H' DIA, BY 8' DEEP LEACHING POOLS &RAPwC SCALE = 30' JOHN C. EHLERS LAND SURVEYOR 6 EAST MAIN STREET N.Y.S.LIC.NO.50202 RIVER}E?AD,N.Y. 11901 - - 369-8288 Fax 369-8287 REP.\V3p smei\d\PROS\02-355A.pxo - Y Date. Applicant .._ Reviewed: Owners Name:.. Date Architect/ n Submitted: // SCTM ,6 District: 1.0-00Section: lo 131ock: 13 Lol: Subdivision Project , ' � _ Name: I..ocatiott: t Single&separate Reequiredo certtftcatlon: Req. Jct j GI Req. Lot coverage 'Proposed "fJ (l of size: "70haual: 1 . 'Lotting 1)utrict: - Re4 I Req S�` Proposed, Rte' Ljy�j r Side Yard S Proposed: —1 [R�Yard 1 [rront Vud L---Proposed:._..�._1� [ , Project Description: Permit REM M4 N.A. NO YES t. Suffolk County Health De P Naw York State. Town Tnxtees Town Zoning Board approval: �-- Town Planning Board approval: �. � -- ---r----�-- Flood Plano Elevation??? Flood Zone: .