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Home My WebLink About37224-Z 41471:44\ Town of Southold Annex 5/21/2014 P.O. Box 1179 54375 Main Road c,,,, Southold,New York 11971 '1 41 4.ritil CERTIFICATE OF OCCUPANCY No: 36937 Date: 5/21/2014 THIS CERTIFIES that the building ALTERATION Location of Property: 1555 Village Ln, Orient, SCTM#: 473889 Sec/Block/Lot: 25.-3-16.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 4/12/2012 pursuant to which Building Permit No. 37224 dated 5/17/2012 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: renovation of existing historic museum building as applied for. The certificate is issued to Oysterponds Historical Soc (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 7224 A 12/20/12 PLUMBERS CERTIFICATION DATED j AkiiNtrA14 Aut orized Signature • 4 TOWN OF SOUTHOLD Vta BUILDING DEPARTMENT si41 „if) TOWN CLERK'S OFFICE SOUTHOLD, NY * BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 37224 Date: 5/17/2012 Permission is hereby granted to: Oysterponds Historical Soc PO BOX 70 Orient, NY 11957 To: to renovate an existing historic museum building per Landmark Preservation Permit as applied for At premises located at: 1555 Village Ln, Orient SCTM # 473889 Sec/Block/Lot# 25.-3-16.1 Pursuant to application dated 4/12/2012 and approved by the Building Inspector. To expire on 11/16/2013. Fees: CO -COMMERCIAL $50.00 NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,966.00 Total: $2,016.00 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance-from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly epmpleted application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential $15.00,Commercial $15.00 Date. 6 /4 — Ne w Construction: 0 • or Pre-existing Building: (check one) Location of Property: , L. C C House No. Street Hamlet • Owner or Owners of Property: l y S r 070 0/ �/ /457-De f � Suffolk County Tax Map No 1000, Section -b Block .3 Lot f( .. I Subdivision 3 Filed Map. Lot: Permit No. 3/� Date of Permit. 5-1 7-/vZ Applicant: • Health Dept.Approval: Underwriters Approval: . • Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 150 / ./, / - Applicant ignature /ow "''I I (Nr 1pF SO(/rgol , Town Hall Annex O Telephone(631)765-1802 54375 Main Road i * ■ Fax(631)765-9502 P.O. Box 1 179 • ` Q �` roper.richert(a�town.southold.ny.us Southold,NY 11971-0959 `.. -O// �,Y�DUNTY,A , '�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Oysterponds Historical Soc Address: 1555 Village La City: Orient St: NY Zip: 11957 Building Permit#: 37224 Section: 25 Block: 3 Lot: 16.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Jim Sage Electric License No: 3635-e SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 200a Heat 1-gas Duplec Recpt 68 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 21 Twist Lock Exit Fixtures TVSS Other Equipment: 200a underground service, 28 incandescent light fixtures Notes: j.., ce.72.A....)...,-_-,'N Inspector Signature: —i, Date: Dec 20 2012 81-Cert Electrical Compliance Form.xls OF SOD 464& ( ` ted-6- ho3' 06 1g / l/A'o �� ; 'A 1. TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST r ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL(FINAL) REMARKS: c-S-7r) C3Q ,Es.„ 1470,(-4-e,te„.:3 DATE _ / z— INSPECTOR /(64Ge._ /710-14c-6_ ';�pf SOUr / •/6-‹ 14/A-cY * * 11 opg-m-/-4 - ,,,,,,,,,, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ca)k DATE r/ « INSPECTOR _a/116, 32-2vvi-c- „,,,,,,,,SUS TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F ATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARK '4141 ,6.1 f 1 j` .0 lt.-e-t/- JC)A4-Pe /".” / A la -' ANN sus l AillAWAML • DATE INSPECTOR g -2_24 : ,°� /ILL Hi u =�y0 UNiY,!��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] RE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 017 DATE -5'2-0 - 1 INSPECTOR k (TAW 372''/',,�o�aoF So(/ryoo A k4 -)1t / k.A.P1/11 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY A FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -----Pe trOVV■ ( -- -r ' - -- SKADV--t- —© 7- .9,,,_ --,---14.T-E67 -otz---- DATE -C-2V- 1 INSPECTOR a-ii- FIELD INSPECTION REPORT DATE COMMENTS . • • FOUNDATION(1ST) q • FOUNDATION(2ND) g • • 7\ 1 ROUGH FRAMING& • A PLUMBING • • 1 INSULATION PER N.Y. STATE ENERGY CODE FINAL , ADDITIONAL COMMENTS kJ, Paitd (Ai . a I gA-A2t S Lt5.- 0 i yst) (Z ru*L cs RT o( : (z-g-- � 5-24-14. 6126- )440,40 vAL-PA8SJ I - • c)14, co_ �- — 0 c ) • tee . tml • • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUI DING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1$02 Planning Board approval FAX:(631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. T Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Z Single&Separate Storm-Water Assessment Form Contact: Approved .tb2i';� Mail to: Disapproved a/c L Phone: 611- 323--./��y y dG 0 c _ 7,20_/,3 1 Q = Building Inspector APPLICATION FOR BUILDING PERMIT APR 1 2 2012 Date LJZ 20__LZ► INSTRUCTIONS � 61 DG DEP?. 10"1!f,;n(e,');9TfiID0appl_ ication _UST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 ---- sas--6 f a—,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 Pen-nit. 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 describpd.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code, d regulat' is,an admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corporation) 1555 Vt«Ac t. L"re 1 O&EAT) 4` tta5} (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises SSS f,►Zp0`J 0 S {�t S�eri t tea( c7G 1 �� t N G- (As on the tax roll or latest deed) If applican pq r ion,si rre duly authorized officer ame an title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which p oposed work will be done: 555 ✓t`�QG� LA�� OK.1 f��' ,, N t` 1 l�I 5�- House Number Street Hamlet County Tax Map No. 1000 Section Block OBJ Lot-1 LnL Subdivision Filed Map No. Lot Z.- State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy )A 1 S1 o 2.t c- M J S 1:.L.j ti` b. Intended use and occupancS 1 o e.1 L. M U 5 E 0 u I L 191 N l� 3. Nature of work(check which applicable):New Building Addition Alteration Repair X Removal Demolition Other Work R SAA o 2 A.1104► 171t,a1.N aG (Description) T 4. Estimated Cost 2[ 0C) Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units tJ�'4 Number of dwelling units on each floor N Al If garage, number of cars 0 A 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. N 7. Dimensions of existing structures,if any:Front 5 ' Rear Z!o Depth 3' Height Z Number of Stories 2- Dimensions Dimensions of same structure with alterations or additions: Front 5 Rear 2 i Depth 4's' —Height' Co.,Z- Number of Stories 2 8. Dimensions of entire new construction:Front tJ A Rear ►`1 Depth N A Height N 4k Number of Stories N Ar FRv^I'� .tEU1i aN 9. Size of lot:Front 1 a ro•SD` Rear 1-2,& 2,�' Depth 7051 Orl 1 R7-L dY t►�. Lo l 10.Date of Purchase NIP_ Name of Former Owner N A. 11.Zone or use district in which premises are situated 1� 12.Does proposed construction violate any zoning law,ordinance or regulation?YES—NO 13.Will lot be re-graded?YES X NO Will excess fill be removed from premises?YES X NO 14.Names of owner of premises?%1 'sl 5oa•Address I SS5 V,Iio � PlPhdne No. 4.11 W 3-1-460 Name of Architect LAw of &A.• z -1¢.• Address ` hone Nol l X4+5-03,41�K -5-� Name of Contractor SOfcAion ►Address 370 6echm-d Phone Noin -3,23. 3 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 ;!r *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO 'Ar *IF YES;PROVIDE A COPY, CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State Of New York SS: No.01 BU6185050 COUNTY OF 1 Qualified in Suffolk County`��'�\ Commission Expires April 14, - C`t one, h„'� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the T" (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this )ate, day of j 20_1,�_ �\-AIA--61; Zdg 'r r- y -.#" N, Z�1� Notary Public i nature ofpplic nt Town Hall Annex 1t1: J ( Telephone(631)765-1802 54375 Main RoadCA ,,aaxx 66�- 55QQ22 P.O.Box 1179 roger-richertfff wn SOui�Ola �/U& Southold,NY 11971-0959 ` BUILDING DEPAR ThfFNT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ��g _ �. Date: Company Name: Name: License No.: Address: 3� / Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: - *Address: j *Cross Street: *Phone No-: Permit No.: Tax-Map District: 1000 Section: Block:_ ... Lot: 1(0 , *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 424WI 40 Q0- (Please Circie All That Apply) *is job ready for inspection: YES "U Rough In Final *Do-you meed a Temp Certificate: � NO Temp Information(If needed) *Service Size: 1 Phase 3Phase 100 150200 300 350 400 Otherj *New Service: Re-connect' Underground Number of Meters hange of erv�ce Overhead I Additional Information: PAYMENT DUE WITH APPLICATION 44) AlIt ti Mequest for Inspection Folin Jrosionp Sedimentation & Storm-water Run-off ASSESSMENT FORM P.aoPEW LMAM* s c.T.af.fs TNB q ti A U TM SHOO"OFA .WIRW2 111610ir 8*01—m BWCk"' -1a— AW 1a--- A . 1vT_"11ffQFNvN OM SCOPR OF WORK - PROPOM CONMUW0N T.CB11d#/WojgA3$F•43A�KP Ya No *. 3Mrat low tQtat Arearare IPatoeis? (kdurb'IbbtlAfes dee Parcrtpr tooa>ad wNhih : 'j WIC ilio Ret�lft(W 8lorlrl.YVafer Rttft•Odf Nie 800pi ottihlriktar Rfepoeed anfrehttCaOn)., �:: . • 'j.: •'P; ::-: Neneira4d bjr r7V�o�M1drltt�litl�ll an elle? , ' a. WbMNitla7tlialAM0t&dt10alhrg cn+ t»,x>�tnt�u�ae�n+n�oai�ea a�►s�e L.�J dea>w►0orruc�oa tt .aa waR a as 4"ftftWd lbr ft P° - artd the pMmaiere t�lfo►t a ' 2 000*ftsftpm"llalbr P7tOmIDE SIM 'D]P$t� Ii�PddlloNP�paMibNMq �I $bYlcttlEMptg$besst*wL.0�1101r1'IMs Iballl"Rtah .4 hropowd evade Charges and _-lmr3T �loa1 �1�_1?i4A1 slow owmingaviedeWSW now. 3 Does ate tNls PNIt sttdkr never►desexlbs the erosion iO1. '�Nf�iTP.�.t7)?A1 and s WkwM ew*d Pradlces Viet wX be used t0 Z( b cantrol 09 drosbn and atom wder dacbarges,Ttds Ent flan noel be maned thwuehari ale Mare Construction PWod. Q 1MN Vrlp Projed Reputre any Land RWi&Graft or te'yxavaaon.Klrare Ihae Is a ctrenge b the Wakrral ❑ v � edefing Grade Mvolving more than 2Do CubteYerft r Of Materiel W"-any parcel? ; 5 VM IW ApOUNUon RequWtand DiskwMno Ac&fts Enwmpessiirg sn Area bt BWws of Fhe 7housand (8.000 3.F.)agitate Feet of Ground Sutfaoa? i B o there a Natural Water Coria Rum*m through the i aid? o ads PrajaoswhhM Vre 7nrsteee jwfs"on OT v tMn Orre"Wdred(100 feet&a Welland or- AK t3u6ndeeton d a bwpph km' W ON Coimbudon adM%o brrolvap ed Beach? dbMbeaoa doaa p}of elorii Voss;pw#idbp dkbabsraas of ipa Bari ars Ven that 7r Will therebe Ste preparation on grade 3 ExIs an Pailef ebtrpaoomaois pba thavvar uMimnteydlqu►bons«van aassorbndt IG1g bpes trrefvdrg Gbnalnseilea enttdlrw pwotrltm sol dtatu banoes does 0mn Dna tt}serowharo which Exceed FtfMen(i8)feet of Vertical Rise to VW DEo b' drtarn'10 OM s ePAEV psNme b Mqubsd br atasas+aardhch ps. One Hundred 00(y)of Hoduxdal Dlstpnce? I WxPhft Slap WAW**Atb�bnuns R.gwr meals of a»alb se,►n„1 t�err»il wM1' for$form ytKW sane eoaslmovon ae $ .Parft Areas or other impervious ' . Oft-Psrma No.QP44 *w4 &ftcas be Moped to Direst 810mi-Weler Ruw..OK v t.Th#8vffPAW..bv p epefod prlm IOU*supaflbt of rhe.NOL Us kM*A be Into WWW In the direction cf a Town rlghio aye ^ suba�iedbttra Pdlrbtn.oonrrNrasrsNMofaorgbaolksradlrry� Z tb�BYYPPP�1h.smebeaMtsedaw�tWNWpr beiendwhsfa 9 V* Mlarb eat ttreF%cW a Aof"d Nal, requNed,;oNeaMb+rq rrtlamwsisia,.nr �rectlgssvolvabavesdrMbr RernotiiiM pf s o11 11101611WROdes" �ooloponwehdbeprepersd byaq mM*dDselbnPlolreebnelelarnedMN:wvbdc a00orrM�gr pownw•kmbn c«dnpt t+tn,t.ttgqgqyy��d M do pdwVn and pnsdtep of sioM y%tWW"gemsnL ttoatl►oldand�tuet o a+Mtrd Ibr ReNew 1M«to bspespd/Iny r►EtweMAtsds(�)raararaNrwrkrMa�orMrnnbpqutiebrsoefpW".p",1'' I. Sl'AT- 9 OF NE'WYOR& k COUNTYOF ...__.........»..ss li t S duty►swonf,d and 1 That I, ,lllS►».. agoras says that is the applicant for PUU4 Afd that hrlehc is the .........»...»...»..»_..».»......»lc3wna•"dari r�:'d�e;�..)......».».»«.......»....».».»..........».».....».». Ownv and/6r representative of the Owner or Owners,and is duly authorized to Verfoam or have perfor}nod the said work and to mope and Me.tltis a"fim%that an statements o0 itained in this application ale true to the best of his knowledge and belitf,and that the work will be performed in the Manner set forth in We application filed herewjth. Sworn to before me this; r ........ _.__ 1 ...................day ooff... „. •20.12 /b L Notary Public: .....1 "1".� r. _ ., .•..t.........._..._...»..... ... a< FORM 06I1 O CHRISTINE L BWON NOTARY Indo.0 B,ESQ8eeo03N Vbrk Qualified in Suffolk County Commission Expires ober 2T,20 J1 O'*pF SO!/ryol Telephone (631)765-1802 ti 4 Town Hall,53095 Route 25 Fax (631)765-9502 P.O.Box 1179 Southold,New York 11971-0959 �courm,��' SOUTHOLD TOWN LANDMARK PRESERVATION COMMISSION ADMINISTRATIVE PERMIT Applicant: Oysterponds Historical Society Date of Receipt of Application: March 9, 2012 SCTM#: 25.-3-16.1 Project Location: 1555 Village Lane Date of Resolution/Issuance: March 19, 2012 Reviewed by: Commission - Project Description: Replace shingle roof with metal shingles (historically correct), and repair and repaint exterior. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 170 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as described in the application received on March 9, 2012. Special Conditions: No additional work permitted beyond the scope of that outlined in the above referenced application. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in the Southold Town Code, a Certificate of Appropriateness will be required. is is not a e a ion fro y other agency. Damon allis Administrative Assist t Landmarks Preservation ission _. Note:Applicants should review Commission Standards before planning work to Insure that the application conforms to these requirements. 1. APPLICANT Name: r LANE, oar 6-ga N. l l i s7 Address: {��S (/rGL.�� ` Telephoneternalt/fax: !a S1 - 3 -2460 Q� , A k aj e � 2. PROPERTY Owner's Name: C5 TS tLvg P"P S 14-1 S{'c,VZI cA,, _7C9 Gt Address: Telephonele-maiVfax: 65( - '3Z3 - 248o s &ukAJ `j 84.41(.- M Talc Map Number, Date Acquired by Current Owner. 1 q-44 -Status: Local Landmark(on Local Landmark District On National Historic Register or in NHR Dist. ( ) Use: Current: Proposed: 3. PROPOSED WORK Scope of Work: Wi VW C--cert_ Reason for Work: 6 . Architect/Engineer: WAf—V !tscrz PC Contractor: T6 0 Construction Schedule: i V46V1A4e FOR LPC USE ONLY I have reviewed the enclosed application and determined the following action to be taken: Exempt Administrative Permit Required J Public Hearing Required Signe Date Z RKORD C ' OWNER (' STREET VI DIST 5U6. . FORMI+R OWNER tt � E � S W TYPE OF BUILPIPIG RES. SEAS. VL. FARM VEOMM. CB. ,MISC. Mkt. Value 0,6b LAND IMP. TOTAL DATE REMARKS WA '. i3 D6 6P-*3 -01 pP t 32z-7g she -ra AGE BUILDING CONDITION 313' 6L# - fLlM t i ntCxiW 6ljtc*o-hOnye-u ".r.qP& NEW 1\1011"k/` BELOW ABOVE 1 3 j q CSS J;P# 325776 'P FARM Acre Value Per Value Tillable I , (j Tillable 2 Tillable 3 �..� Woodland Ix Swampland FRONTAGE ON WATER Erush+and FRONTAGE ON ROAD If ouvplq� DEPTH BULKHEAD Total DOCK s: -��t`-��-tis'•�� ':�~'�•-�';✓;r,� OWNER STREET VILLAGE DIST. SUB. 1:0 -.3 dS Jsc• F MER OWNER N / ACR. Imz S � TYPE OF BUILDING `ro N leg RES. SEAS. VL FARM COMM. CB. MISC. Mkt. Value LAND IMP_ TOTAL DATE REMARKS &00 awo 0 c;1 — (vdD ea ✓ .3l AGE BUILDING CONDITION NEW NORMAL ! BELOW ABOVE FARM Acre Volue Per Value Afire Tillable Tillable 2 Tillable 3 Woodland Swarnplond FRONTAGE ON WATER ErusFiland FRONTAGE ON ROAD House Plot DEPTH BULKHEAD DOCK Total .low .� Aft ..�. -.,s:•.wvr �'a:s••:i.+•.�-..: .,.::i..s.�+:'-.i-a..._..arr: _ _ — _ _ — -�.:_.1.::t�� rTi3i:i.Ses.r w:T:Y3t'-_m. _ _ _ _ _ =.cwan..'.a�uaa3 '.ili{�'Yi;iie•: 4 ■i■■i■ ■■■■■■ii■■■■■ii■�■■■ f �_� � __ ; - _ -- "? t�■i■S�a�i��■■iit■�■iiii■ �= i -� ;f - I -� - ■■■■■■■■��■■■■■■■■■■■div - - - - ■�■['�■ii■■■��■■it■■fi■iiii � - - _ `: �_ _ = _ � _ _ ■i■i■■■ ■!�!!�■■■■i■i■■■■iii _ -- _ ,, Qi■■■�■��i�iiii■■tisii�■i - -_ � _ - ii■ice! ivii■■■iiii■■■■1■ : \ -._�, - --- i■■■1■■�■■i■■�■■■■■!■tib■■ 1 F 1 1 { I 1 1 i �� ■�� Interior Finish I • fFirePlace • , h 6 f �� ■i■■■■ ■■■■t■■■■i■■if■■■� ii■i■■ t■■■■■■si■■SSM■si■ ■■■t■ i■■■■i■■■■■i■■■■■i■ } ■■ ■!■■■■■■■■■MEN■■Q MUMMIM■i ■■im■■■■■■■■■■MAR■ rr -- ■■■■■■■■■■■■■■■i■i■i■■i■■t■ ■■■■i■■■■■■■■■■■■■MEM,MMM � ■■MZ■■ ■■its■i■■S■■fMM■■■■ f' MENEMMMMMEMRMMMMIMMMMMMMI r _ I ■■MUS ■�m■■■�■■■�■� ■■■■■■ ■ii■■■ii■■■iii■ ii ■■ii■U■i■i■■■■■I■ ■mm ■■■■iii■■ti■■■■■is i��■MEN i■■■i■fii■■■■■■■ice ■■■■si■■i■■i■i■■■■si■■■—TFoundation ■� a a�0.4 - Interior Finish ■ M[Recreotion ■• ■ ■• • •• i _.M-k .. rF - VILLAGE DIST. SUB. LOT - N � ER f _ ACR Y., S W i,. TYPE OF BUILDING -SEAS. VL. FARM COMM. C$. EUSC, Mkt. Value IMP. TOTAL DATE REMARKS _ �.s Yro► . I DO e � � r AGE BUILDING CONDITION � 3 NEW NORWAL BELOW ABOVE �l f FARM Acre � Value Per Value Acre f Tillable T �r Tillable 2 Tillable 3 Wooaland - t Swampland FRONTAGE ON WATER Brushiland FRONTAGE ON ROAD House Plot DEPTH `�, BULKHEAD Total DOCK wr -nom• �,�►17iii�■■tel■l�l �l■■■!MOM .�� - _ - _ -- - -_i ■■iii■ii■i■��!!■�i/1��:.iit11 - �■��!■■fi�iil■■!lii�ii�■ Um 15 WT�i . , 1=771 , . .. . :. FloorRooms I St `L e Recreica"Oori. Rooms 2nd Fl• 101.4.2 Historic bu dings. An alteration or renovation to an existing building or structure that (1) is listed in the New York State Register of Historic Places, either individually or as a contributing building to a historic district, or (2) is listed in the National Register of Historic Places, either individually or as a contributing building to a historic district, or (3) has been determined to be eligible for listing in either the New York State or National Register of Historic Places, either individually or as a contributing building to a historic district, by the New York State Commissioner of Parks, Recreation and Historic Preservation, or (4) has been determined to be eligible for listing in the National Register of Historic Places, either individually or as a contributing building to a historic district, by the U.S. Secretary of the Interior, need not comply with this code. OYSTERPONDS HISTORICAL SOCIETY THE MUSEUM of ORIENT and EAST MARION HISTORY Mr. Michael J.Verity Chief Building Inspector Southold Town Hall P.O. Box 1179 Southold, New York 11971-1179 April 12,2012 Dear Mr.Verity, Enclosed please find our Building Permit Application and Erosion,Sedimentation &Storm-Water Run-off Assessment Form the historic Village House in Orient. We've been moving this community project forward with the help of many volunteer hands and due to a misunderstanding between our project committee and the architect of record on the project, the appropriate forms were not received by the Town as I believed they had been some months ago. I greatly appreciate your understanding and what assistance you can lend in this matter. Thank you in adv ce, 4 lien M.Cone Busch Director Enc: Building Permit Application Erosion,Sedimentation&Storm-Water Run-off Assessment Form WWW.OYSTERPONDSHISTORICALSOCIETY.ORG VILLAGE LANE • P.O. BOX 70 • ORIENT, NEW YORK 11957 • (631) 323-2480 Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 condonengi neering.com May 21, 2012 Mr. Joel Snodgrass Historic Construction Management 200-7 East 2n°Street Huntington Station, New York 11746 Dear Mr. Snodgrass: As requested a structural evaluation was performed for the floor framing of the dining room and the chamber room on the second floor above the dining room at the Oyster Ponds building in Orient. The following is a report of the findings of that analysis. Based on your measurements of the framing for the dining room floor is framed with a mixture of 4 W x 4'/2",4"x 4%", 3'/2"x 4'/z", and 3'/z"x 5"full dimension joists installed with spacing varying from 22"to 29". The joists are supported mid span by concrete masonry unit piers resulting in an unsupported span of the joists of 7 feet. The structural analysis for the first floor assumed 3'/Z'wide joists with a fully supported depth of 4%"with spacing between the joists at 24". The New York State Building Code specifies a maximum floor framing deflection due to live load to be U360 and a total load deflection of U240 where L is the unsupported span of the joists,which equates to 0.23" live load and.35"total load for a 7-foot span.The structural analysis found the joists to be capable of handling a live load of 97.5 pounds per square foot(psf)with a live load deflection of 0.23"and a total load deflection of .27". The Code does not specifically identify a building of this type and use however most of the uses identified in the Code which are public access spaces require a live load capacity of 100 psf. The live load capacity of the dining room floor is very close to the Code specified load and in my professional opinion is adequate for the intended use. The floor framing of the second floor found most of the joists to be notched where they rest of the wall framing. If the dining room floor joists are also notched then their depth would be reduced to the depth resting atop the foundation sill.A structural analysis assuming a joist depth of 3" in lieu of 4'/2"found the live load capacity to be 28.3 psf.As discussed at the site, the installation of joist hangers below the bottom of these joists and fully secured to the sill will assure full depth bearing for the joists and the higher 97.5 psf live load capacity. Based on your measurements of the framing the chamber room floor is framed with a mixture of 2%"x 5'/z", 5%"x 3", and 3"x 5%"full dimension joists installed with spacing varying from 19 7/8"to 22". The joists have an unsupported span of 14 feet. The structural analysis of the second floor assumed 3"wide joists with a fully supported depth of 5%"with spacing between the joists at 21". The analysis found the joists capable of handling a u" L FEB 24 2014 ! I 1 r 1 live load of 24.9 pounds per square foot(psf)with an 0360 live load deflection of 0.47. However, in this particular case while the live load capacity was met the total load deflection was found to be.75"which exceeds the Code specified value of.70". The live load capacity which meets the total and live load deflection specification is 21.6 psf. As noted above, most of the chamber floor framing was found to be notched. A structural analysis assuming a joists depth of 4%"in lieu of 5%"found the live load capacity of 10 psf and the total deflection exceeds the Code specified deflection with 0 psf live load. As discussed at the site, the installation of joist hangers below the bottom of the joists and fully secured to the sill will assure full depth bearing for the joists and a higher live load capacity of 21.6 psf. An analysis assuming the existing joists sistered with 1.75"wide LVLs cut to match the depth of the existing joists found the joists to be capable of handling a live load of 37.1 psf with an 0360 live load deflection of 0.47". The Code specifies live load for Light Storage spaces to be 125 psf. The live load capacity of the chamber room floor is very much below the Code specified load. The weight of storage can vary greatly. The weight of paper for instance can be expected to be anywhere from 33 to 44 pounds per cubic foot. A stack of 8%"x 11"paper 12 inches high can weigh from 21.4 to 28.6 pounds. The use of the second floor chamber for densely packed materials such as paper is not recommended. If you have any questions please call me at 631-298-1986. Yours truly, ondon, E. C CONSTRUCTION MANAGEMENT CORP. �rchitechurat conaarvc + / c ww r ana��ra 207-7 EAST 2nd STREET HUNTINGTON STATION, NEW YORK 11746 TEL / FAX: 631 -470-4473 HISTCO @ AOL.COM DD i FQll GRANT ;Y DEC2 9 1 o201f OtC ?ARr. .RfCREAT,10 &HISTORIC PRESERVATION SERVICES BUREAU co co o° o° 0 J2 �o ti f� Q D' c � 1h 4' ~ 0 G� Z E. v 301• SSS '14.10 "rpSEpy�� 'fq,1,F B.J y +cc OUr 1 /.0 h ,gyONE'R 20..6 ry 23.9 014 B��p 'c-R. wDE • CK w E AND, q � N l n v, N8237'.O.w ESR ' # FE CC `+h/V �EENg x w I 'ti�d 109.02' ' N/O/�-EUTABe� BCCI-/ w ! 5 ' ■=MONUMENT • =PIPE AT EA-61, 83 W. FT. OF N 72090E ANY ALTERAAON OR ADD1Tl0AI TO THIS SUR WY IS A VIOLATION SECTIOTHE NfW YORK STATE EDUCAT/ON LAW. EXCEPT AS PER SECTION 7209—SUBDlNSION 2. ALL CERAFICATION. SA/DEMAP AREORVALIOOP/ES BEAR AVE AIPR£SSED'IS MAP D FOR TH AND SEA 0,1- THE OSURVEY ■ NHOSE WGNAWRf APPEARS HEREON. TYPICAL FRAMING LOCATION r $TA1i . 2"X8"WOOD FRAMING 16" O � C 5/4"WOOD - - - - - - - - - - - - PLANKING\ - - - - - - - - - - - - EXISTING 2(2"X8") — — — — — — — — — — — — — BUILDING WOOD I — — — FOUNDATION GIRDER\ - - - - - - - - - 2"X8"WOOD — - - - - - - - - - - - - - - FRAMING 16"\ - - - - - - - - - - - - - OC - - - - - - - - - - - - 5/4"WOOD PLANKING 2(2"X8") 8" CONC. WOOD FOUNDATION GIRDER /FOOTING 3'-0" / BELOW GRADE WOOD FACIA v 12"DIAMETER o CONC. - - — — — — — — FOOTING T-0" D BELOW GRADE o n VILLAGE HOUSE PORCH FRAMING SCALE: 3/4"= 1'-0" OYSTERPONDS HISTORICAL SOCIETY ORIENT NY TYPICAL DATE: 05/14/12 O TYPICAL FRAMING LOCATION - 5-0 11111111 1111111111111111111111 �' 36 0 0 ° 111111 II II II II II 1I II II/ II 1111 s7ai D _ 1111111 " IIII m �_ - y -- 1 D 5 EXISTING EXISTING JOIST \ - _ JOIST \ - APPROX. ------- ---- --- ---------- - ' 6"DEPTH LVL MICRO - _ _ - _ _ 71 LAM 1.75" LVL MICRO WIDE CUT TOLAM 1.75" MATCH WIDE CUT TO EXISTING \ MATCH / EXISTING 12"BOLTS W ' WASHERS& - - 12"BOLTS W NUTS 24"OC WASHERS& \ NUTS 24"OC i LVL MICRO i LAM 1.75" - - ---- WIDE CUT TO MATCH + I EXISTING i O + TECO JOIST CONNECTOR71Hr CLIPS -1 H T W- 12" BOLTS W �� LLAVM7MICRO WASHERS& NUTS 24"OC WIDE CUT TO MATCH EXISTING VILLAGE HOUSE DINING RM. 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TO NEW DRruE4!Mer4LED W elre.EEE II e� 1YJ1! ❑ _-.- ❑e roRRe-ueeeaPlew TW.wINa�uuvAn le'Iwer:u Den oNTRelw�e 4lNearWlt'�N FILLER F.HRIc uR.PAOniDCGi!Cn�orY ar E*D!COME A r0 rE111 eLR!•TO DRAN AI7E LDON LIJu^EaE AT a LollR ll2vnrlCN TO 1EL DR11lLL 0.-ATI1— W6 I teEw Ew'ex M RYKII WrH N11FiaP JOMT Ym 1"x A•OKIE H.T1[W FGR sip I .tm O1R.tD OEDM 111DlR RLVL lNt RMVID[eTAw!aR• P�fffy I '._ _... xoaGr�wnl er,en McEcr eaRENIR;lrmw FOR�aNrluTlcx ex uEs a TO LAME W.eP ILawwaR T,,. .rm umeR �' Wnla Rare TO eECWq M FLK£ 10 OYSTERPONDS ODAIgWIL.Iq'lo.•L exRTMGWwo ao.L.w eDCKs am FRAra HISTORICAL .p nxuLnerD uc.ea.oaCNG 4nAeaaar elDeWrLLe To lE�.An SOCIETY M1 P"�rorDe ADA COYL 17 =C,xnu'To nm.•De P.6e1.2`.e�iurlun"u.o!eRo�ru IInTDooR 4'°DDS°PT 1f11 DOORD —A d ac.ISPA�E°m gaullem ro FlrniiD°e:�rm%wN VILLAGE HOUSE RESTORATION tl•e4 brRE FE]R WtN O M �'fr E%GVAn Nm ergEE TOFIOIL roR q•UEL q•IDYi eXCEN RLL • ❑" Fle:.n TE elre.rm Mer.LL rrou •WDe x b'Den eraa Pmr fIEEOET.MY Fraw Trn. rl o' ® �� auM wlTu.^!Tae�iLni ielWc uw.r�.ro TAIxPaE"EF" AwIYS Me L e 12 caE�TM"ca+R�GruA�ulcw�To�C1o .%Rsvc ] eDpp°"Le^�^ATuoc nal lw.Iw to raw DRraeLL MCT,.LLAnoue ax FIRST FLOOR 4 tl r a tl IRNotE ewerrn PLII'GRb FlxnlaEE AND ne E>m Wa.L.NEr.0 ImL RESTORATION ,...... ❑AD.NWrt W.rtR G.OM V;ml bRnw eAq NOlI)fD TO nAlrnrETl — Q 's..•N"'D'ena..�wL.�u:.un,:,+LIm m°,EE'EIRa W.,ETa PLAN ��ana<e ele•P T FlPNG Wlru ne.P-uElM.eEE rOILEt K"�CeNreGRr�'�M DEt.lu.q"O.i DLIeTMi DooR Wppl nnnr Foxe ` oFeNlru NtR ae•DeDR WInI.FFe.R.MOl TO Fwrw exleTnn 1W¢PIeOVIDE L!!'Ae IYIOu4q M FNRM lD IMicN eNILDMG uEWR.TILE 0.cvR wlnl NOu.eLIP CWlnc NDeYc b eEJEcrm EYaII�RIFIF x ab. TO IOC DlOC --__-_- __ McT4l TRGaTm!'>e'LlL�SER ePa2D}'PF ulaLL arm TMglnu Re'R.sE1M O �------- -- ❑! HOLT YlTM I DLL eTaMleee can aT V"oG.BTaEblgD EMT.LL I]' dRq dee *WW lefe ]°'°�f'iuee�iDwcO°n WiloeMle°wmITLTq'NO.nD E'xe�gxe�Dll®Tro, T.9A1.1 LMF. eT.en..ulm NErmR.T Eau!om.Rxe• Uy oft wml AcseDe toisurs Wiw balalac aacnv�laA osall/II AS NOTED Qld ] alas AT Deoc..m IunP eDaae.R.rw xue NDr To exs®I.m. ARti Emmen W— A-2 I' ` FIRST FLOOR PLAN n-2 FLwRrRA.]ecGee. Iffti1J �'W P011-004.00 11 SURVEY OF PROPERTY -.OIL .� T ORIENT\`yds TO WN OF SOUTIHOLD SUFFOLK COUNTY NY 1 1000-25--03-I d l SCALK V--30$ NCO AX Y 19, 20M '�� 0 Ao. '� ♦ �i a,�1,A 'os O N't A .4)`1' ^pp R `g R ��` �" o f �,h►� ��_` OOODY lie N CF bo 'L446N4>1 /,..# � FF . o s� �Si �Rr rr.3• a3T si'ps N/per, .� ✓OSEpy N�C/�`` ANF 8.3 N Q ' 4xx1 �0I, ' J.01 o \ A our, h -'0j'R O 10.8 ry 23.9' ✓QST-PH & B BOA w R,q A NQRAQAC' 0.11 sri-ps m I DICK �O 4c" 11.2 • o FI N82'3.7$40-W I RCR£E,y 0/ 1 N 09-02 f tY FLIIA194 77Y WELCH - i � I t C F N 1 cb T MEr2 �y+yUpp� A o- 7v 2 =MONUMENT • =•PIPE ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION � ECONIC SU OF SEC TION 72090E THE NEW YORK S TATE EDUCATION L A W �CA �p� EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS (631) 765-5020 FP)s —17"97 AREA=619M W. F7. HEREON ARE VALID FOR THIS MAP AND bOPIES •THEREOF ONLY IF P.O. 13OX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 12.30 TRA VELER STREET 11MOSE SIGNATURE APPEARS HEREON. 6-191 I, SOUTHOLD, N. Y. 11971 ((JJ 0 i VILLAC; E HOUSE RESTC) RATION OCCUPANCY on Ia�� F IS UNLAWFUL AT -PLUMBING ALL PLUMBING WASTE &WATER LINES NEED , ' TONG BBEFQRE COVER, 4DYSTERPC) NDS HISTORICAL S4DCIETYP INC . PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER ` SUPALYSYS TEM CANNOT EXdEED 2110 OF 1% LEAD. 1555 VILLAGE LANE ",PPROVED AS NOTED ■ NEW YORK j>R-f,,E . B.P.# a 2 ORIENT, Iris. E k BY t�C)TIFY BUILDING DE ARTMENT AT -165-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: t. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE 2. ROUGH-FRAMING,PLUMBING, STRAPPING,ELECTRICAL 8 CAULKING 3. INSULATION 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. PREPARED BY: RETAIN STORM WATER RUNOFF PURSUANT T2 CHAPTER 236 OF THE TOWN CODE. WARD ASSOCIATESt P.C. HISTORIC CONSTRUCTION MANAGEMENT CORPS' %apunIIeC�ural c4n:em w / cOn611'uC'�tOf1 managel"� ` QUREPD BEFORE re I • in"mvw Iaurveyin� archit re I la peOPENING 207-7 EAST 2nd STREET 1500 LAKELAND AVENUE ELECTRICAL, HUNTINGTON STATION, NEWYORK 11746 INSPECTION REQUIRED BOHEMIA, NEWYORK 11716 TEL / FAX: 631 -470-4473 TEL: 631 =563=4800 HISTCO @ AOL.COM FARC: 631 =563-480CONDON ENGINEERING mechanical / I engi ng 1755 SIGSBEE ROAD MATTITUCK, NEW YORK 11952 TEL : 631 -298- 1986 FAX : 631 =298=2651 condoneng@optonline.net WAP 0. 2011 -004.00 DECEMBER 209 2011 N SITE LOCATION MAP NOT TO SCALE LIST OF DRAWINGS Rvakg PI Iw,w µ� G # DRAWING TITLE .^ _ `ery p3 DWG. .in6w aw COVER SHEET 3 s erg -•"" "• ��, ; Q it 3 3: N T ° T-1 SITE LOCATION MAP, LEGEND AND SYMBOLS, ABBREVIATIONS, V an ""` f LIST OF DRAWINGS, AND NOTES CEM, C 4 EAST H AR10N _ h Drsent Y QC h cEMrp•.c � a C- 1 PLOT AND DRAINAGE / SITE PLAN �- vx Aga a r WARD ASSOCIATES, PC A-1 CRAWL SPACE RESTORATION PLAN architecture l A-2 FIRST FLOOR RESTORATION PLAN landscape architecture A-3 SECOND FLOOR RESTORATION PLAN yang ((\\ engineering surve A-4 ATTIC RESTORATION FLOOR / FRAMING PLAN d Avenue Bohemlak New York 11716 1500 ° - I A 5 ROOF RESTORATION PLAN -4800 ABBREVIATIONS y . A-5.1 ROOF RESTORATION DETAILS At JAN JANITOR 'Colues Pt U,••--'� _ ` A-6 RESTORATION ELEVATIONS 6 East Main Street - # ILTIr ' l5 :4lttp"`►s Rive 11901 AB ANCHOR BOLT JNTS JOINTS 369 8288 ACOUSTICAL CEILING PANEL I A-7 RESTORATION ELEVATIONS - "�'" 631 ACP ADJ ADJUSTABLE LAM. LAMINATED � ' ✓ 3iRTE;NT r AFF ABOVE FINISH FLOOR LAV LAVATORY HV-1 HVAC NOTES AND SCHEDULES ALUM ALUMINUM L/LG LONG APPROX APPROXIMATE LF LINEAR FEET HV-2 FIRST FLOOR DIFFUSER AND AIRFLOW PLANASPHALT LIEUt LIEUTANENt - - r= ASTM AMERICAN SOCIETY FOR N -` - - =-- -- - ;:: -... . ': 5 . :�c+r� _Vie,•�+� �� TESTING 4 MATERIALS 1..I MEN HV-3 SECOND FLOOR DIFFUSER AND AIRFLOW PLA MANUF MANUFACTURER - ;fl BC BOTTOM OF CURB PROJECT LOCATION HV-4 FIRST FLOOR DUCT PLAN CRAWL SPACE MACH MACHINE BD BOARD MAS MASONRY BLDG BUILDING HV-5 SECOND FLOOR DUCT PLAN — ATTIC SPACE l; BLK BLOCK MAX MAXIMUM MECH MECHANICAL 5/0 BOTTOM OF MGR MANAGER BOS BOTTOM OF SLAB E-1 CELLAR / CRAWL ELECTRICAL PLAN MIN MINIMUM BOT/BTM BOTTOM - t= BRG BEARINGS MO MASONRY OPENING BSMt BASEMENT MOD MODEL E-2 ELECTRICAL FIRST FLOOR PLAN Pi � vartlonCor*A*V,Dlagn *lcs. BW BOTTOM WIDTH M L ME APOOL ARCHITECTURAL LEGEND & MATERIAL SYMBOLS E-3 SECOND FLOOR ELECTRICAL PLAN CO" O"•COrO" 10 CENTERLINE MTG MEETING / MOUNTINCa E-4 ATTIC ELECTRICAL PLAN 200-7 East 2nd Street GJ CONSTR�GTION / CONTROL JOINT NUMBER SYMBOL KEY PLAN 4 SECTION INDICATIONS Huntington Station,N.Y. 11746 CLF CHAIN LINK FENCE N NORTH Tel./Fax:631 470,4473 GLCS CEILING NO NO DIVING EARTH Email: hlstco®aol.com � CLR CLEAR NOM NOMINAL NUMBER OF ELEVATION FACE 1=1I1=1I1=1 CMT CERAMIC MOSAIC TILE NPT NATIONAL PIPE THREAD 1EARTH GRAVEL FILL CMU CONCRETE MASONRY UNIT NYS NEW YORK STATE ROOM OR ELEVATION NUMBER COMP COMPOSITE 2 1 4 CONCRETE p p ° seal: ��S� M. f C yy��C' GONG CONCRETE OG ON CENTER ,A_I CONN CONCRETE N OD OUTSIDE DIAMETER SHEET ON WHICH ELEVATION IS CONCRETE `� �� M. Ft CONST CONSTRUCTION OPNG OPENING 3 LOCATED CONT CONTINUOUS OVHO OVERHEAD ti 1 MASONRY CONTR CONTRACTOR fP_ PLATE BUILDING SECTION OR GONG. BLOCK CO GPT CARPET PAM't PAVEMENT DETAIL SECTION NUMBER NC. BLOCK CEMENT RGROUD� S�q 15589 CT CERAMIC TILE PEPOLYETHYLENE 1 CWT CERAMIC WALL TILE PACKAGE A-I SHEET ON WHICH METALof NF_*] iL I� � �a 1i PLASTIC LAMINATE SECTION IS LOCATED D DEEP, DRAIN Iii PLUMBING STRUCTURAL STEEL ALUMINUM SHEET METAL, DIAMETER PNL PANEL METALS LARGE SCALE LARGE SCALE FLASHING, ETC. DEC DECORATIVE PEOPLE ROOM NAME t NUMBER SMALL SCALE FOR BID 12-20-11 DEP DEPUTY P PRE g PREFINISHED OFFICE-lm DEPT DEPARTMENT fd DET DETECTIVE PRE-FAB PREFABRICATED GYP '-dot" WOOD project title: DEt/DTL DETAIL PSI POUNDS PER SQUARE INCH FINISH CEILING HEIGHT ROUGH BLOCKING OF DRINKING FOUNTAIN PSF POUNDS PER SQUARE, FOOT DIAM/DIA DIAMETER Pt PAINT CEILING FINISH DIM DIMENSION P.T. PRESSURE TREATED DIM DIVISIONS Iii PLUMBING VENT _ LEVEL LINE, CONTROL POINT GLASS ma=r OYSTERPONDS ON DOWN PVC POLYVINYL CHLORIDE: -- OR DATUM SMALL SCALE LARGE SCALE GLASS BLOCK HISTORICAL OR DOOR Qt QUARRT TILE SOCIETY DS DOWNSPOUT QTY QUANTITY DWG DRAWING ZI REVISION NUMBER RAD. RADIUS INSULATION its- �, 1� �,c�oe'k � �°��y ��-- � 11 � 1�e' �s� ��'•�� -e- ��y.5` E EAST I DETAIL PLAN NUMBER BATT OR RIGID RIGID 7� lec�f HEIS/ A ll7/f � Jz 03 VILLAGE HOUSE EA EACH RECT. RECTANGULAR A-1 SHEET ON WHICH DETAIL LOOSE LARGE SCALE SMALL SCALE RESTORATION EIFS EXTERIOR INSULATION FINISH SYSTEM REF. REFRIGERATOR EL/ELEM ELEVATION REINF REINFORCEMENT IS LOCATED ELEV ELEVATOR REQ'D REQUIRED MISC. ELEC/ELECT ELECTRICAL RESIST RESISTANT DRAWING OR DETAIL NUMBER GYPSUM CARPET ENTRANCE EQ EQUAL RET RETURN GENERALNOTES: ORIENT, NY MAT EQUIP EQUIPMENT RM ROOM DRAWING OR DETAIL TITLE ETC ETCETERA RUB RUBBER 1 ELEVATION INDICATIONS 1. CONDITIONS SHOWN GENERALLY REFLECT EXISTING FIELD CONDITIONS AND ARE NOT drawing title: EX/EXIST EXISTING A-1 SCALE OF DRAWING t0 BE CONSIDERED COMPLETE. CONTRACTORS SHALL CONDUCT ACTUAL FIELD EXP EXPANSION / EXPOSED S SANITARY SEWER/SOUITH INVESTIGATIONS TO ASCERTAIN EXISTING CONDITIONS AND INFORMATION. EXT EXTERIOR / EXTRUDED SCHED SCHEDULE SHEET REFERENCE NUMBER GLAZING �� 2. CONTRACTOR SHALL BE RESPONSIBLE t0 OBTAIN REQUIRED PERMITS AND PAY SITE LOCATION MAP SCWD SOLID CORE WOOD F FILL SEC SECONDS, SECRETARY GLASS GLASS BLOCK ASSOCIATED FEES FOR LEGAL DISPOSAL OF ALL DEMOLITION DEBRIS AND FAI FRESH AIR INLET SF SQUARE FEET EQUIPMENT. CONCRETE FD FLOOR DRAIN BHT SHEET NORTH ARROW LEGEND SYMBOLS, PLASTER FF FINISHED FLOOR ABBREVIATIONS SPEC SPECIFICATIONS STUCCO FCS FINISHED GRADE 3. VERIFY ALL DIMENSIONS AS PER MANUFACTURERS REQUIREMENTS. , FG OR F/G FIBERGLASS SS/ST STL STTA NLLEESS STEEL ROOM/SPACE LIST 0 F DRAWINGS FIN FINISH ST SLAIN �� FE NAME RERENCESPACE TO FIH MASONRY � 4. GENERAL CONSTRUCTION CONTRACTOR t0 PROVIDE TEMPORARY WEATHER , FLR FLOOR STRUCT STRUCTURAL SCHEDULE BRICK GONG. BLOCK CERAMIC TILE RESISTANT CLOSING At ALL NEW ROOF OPENINGS UNTIL COMPLETION OF NEW ROOF AND NOTES FIJI FACTORY MUTUAL �� ROOM/SPACE SECTIONS ARE INSTALLED. FNOTN FOUNDATION NUMBER EQUIPMENT NUMBER WOOD FRP FIBERGLASS REINFORCED POLYESTER TLB TOP AND BOTTOM O REFERENCE t0 THE FOLLOWING WORK ITEMS PERTAIN t0 THE ENTIRE BUILDING IN THIS CONTRACT FT FEET TTG TONGUE AND GROOVE EQUIPMENT SIDING PLYWOOD METAL PANEL FTG FOOTING TC TOP OF CURB SCHEDULE HORIZ LAP vERT.T. t G. OR PLYWOOD TO TOP OF DRAIN WINDOW TYPE WINDOW WORK: REMOVE ALL PAINT (DOWN TO BARE WOOD) AND DEBRIS FROM THE GA GAUGE TEMP TEMPORARY / TEMPERED O REFERENCE t0 EXTERIOR WOOD SURFACES OF ALL WINDOWS. SURFACES INCLUDE BUT drawn by: checked by: GAL GALLON TNK THICK WINDOW ELEVATIONS R001=1NG ® ARE NOT LIMITED TO: FRAME, CASING, TRIM, SASH ASSEMBLY, STILES, GALV GALVANIZED THRU THROUGH SHINGLES STANDIW3 SEAM TILE SHINGLES MULLIONS, MUTTONS, RAILS, ETC_ REPAIR ANY HOLES IN WOOD FRAMES. date: scale: GC GENERAL CONTRACTOR TOF TOP OF FOOTING DOOR NUMBER METAL PANEL GL GLASS 100 REFERENCE t0 REPAIR DAMAGED GLAZING AND WINDOW FRAMES. INSTALL NEW PUTTY Og/28/11 NTS GPM GALLONS PER MINUTE TOG TOP OF GRADE DOOR SCHEDULE LINEU101�IG AT EXISTING GLAZING BEADS AND CAULK AROUND FRAMES OF ALL GRD GRADE TOS TOP OF SLAB WINDOWS. PANT ALL WOOD SURFACES. drawing number: GS GALVANIZED STEEL T/O TOP OF SIGNAGE TYPE DASH AND DOT GWB GYPSUM WALL BOARD TPI TRUST PLATE INSTITUTE _ tP0 THERMOPLASTIC OLEFIN S-1 REFERENCE t0 REMOVE ALL LOOSE PAINT AND DEBRIS FROM ALL EXTERIOR WOOD GYP GYPSUM SIGNAGE SCHEDULE CENTER LINES, ELEVATION LINES PAINT NOTE: TRTO TREATED SURFACES IN PREPARATION FOR NEW PAINT. WOOD SURFACES SHALL H HIGH TS TUBE STEEL LINTEL NUMBER DASH AND DOUBLE DOT INCLUDE BUT NOT LIMITED t0: DOORS, FRAMES, TRIM. SOFFITS, FASCIAS, HO HEAD TW TOP OF WALL REFERENCE t0 EXPOSED ROOF STRUCTURE, RAFTERS, BEAMS, COLUMNS, HANDRAILS, HDWD HARDWOOD TYP TYPICAL L-I LINTEL SCHEDULE PROPERTY AND BOUNDARY LINES GUARDRAILS, LOUVERS, AND SIDING. PATCH ALL HOLES LOCATED ON T= 1 HID HIGH INTENSITY DISCHARCSE WOOD SURFACES INCLUDING EXPOSED TIMBER STRUCTURE. REMOVE HM HOLLOW METAL UON UNLESS OTHERWISE NOTED TOILET ACCESSORY DASHED LINE HP HORSE POWER NUMBER REFERENCE t0 _ — — — — — — — — — — — — — — — — — — — DAMAGED/DETERIORATED WOOD AND PATCH HOLES WITH EPDXY WOOD HP HIGH POINT V VENT TOILET ACCESSORY HIDDEN, ABOVE OR BELOW FILLER/REPAIR AS SPECIFIED. PAINT ALL WOOD SURFACES, COLOR AS HR HOUR VEST. VESTIBULE SCHEDULE PER ARCHITECT. HRDNR HARDENER VERT VERTICAL BREAK LINE STATE LAW PROHIBITS ANY PERSON FROM ALTERING VIF VERIFY IN FIELD C.J. CONTROL JOINT WOOD REPAIR: At THE LOCATIONS OF WOOD REPLACEMENT (TRIM, FASCIAS, RAFTERS, ANYTHING ON THIS DRAWING AND/OR THE HT/HGT HEIGHT — - - — NORIZ HORIZONTAL � OUTRIGGERS, ETC.) THE CONTRACTOR SHALL REMOVE EXISTING ACCOMPANYING SPECIFICATION. UNLESS IT W WEST, WIDE, WOMEN DAMAGED WOOD AND DOCUMENT SIZES TO MAKE A EXACT REPLICA IS UNDER THE DIRECTION OF A LICENSED ID INSIDE DIAMETER W/ WITH DIRECTION OF PITCH USED t0 BREAK OFF PARTS OF A DRAWING FOR REPLACEMENT. IF EXISTING WOOD IS MISSING CONTRACTOR PROFESSIONAL. WHERE SUCH ALTERATIONS WC WATER CLOSET SHOULD MEASURE ADJACENT MATERIAL CREATE A REPLACEMENT ARE MADE THE LICENSED PROFESSIONAL INCR INCREASE INSUL DATE AND DESCRIBE THE INSULATION WD WOOD COLUMN REFERENCE WELDED WIRE FABRIC TEMPLATE. FULL EXTENT OFMUST SIGN, THE ALTERATION ON THE INT. INTERIOR � WORKING STOP O _ GRIDS x x x x x x x DRAWING AND/OR IN THE SPECIFICATION. INTERNED INTERMEDIATE WATER SEE STRUCTURAL DRAWINGS ref. no.: INV INVERT WWF WELDED WIRE FABRIC; 2011 -004.00 r ` UP / EXIST 1 8 FR DWLCs. WARD ASSOCIATES, PC/ "� ?s, architecture '684a landscape architecture 411, engineering - surveying X70 / Jq 14( 1500 Lakeland Avenue s6 Bohemia, New York 11716 '1 DRYWELL Al (631) 563.4800 / 6 East Main Street S 2\, �\ - ; Riverhead,New York 11901 LINE 01= (631)369-8288 , DRAINAGE WALE t 0 '= r S 711 �0•� EXISTING COVERED PORCH WITH WD. -. •• r I 77 _ 0 COLUMNS 7. � � � •Y• �YWEL A2 l DRAINAGE AREA A `LINEDRAINAGE SWALE ' —\�• EXISTING SANITARY • 3 y,� // `� LEACHING POOL 200-7 East 2nd Street "7'41' 201, r,.1 i i :f , 533, W n ', � >,' � ..'� '• :: � Huntington Station,N.Y. 11746 81 + ` N6�. 8, ( /EXISTING BLUE t•~ Tel./Fax:631470-4473 3¢�30,E N82 43 X40„w STONE ENTRY WALK ^`;. � \ \ Email: histco®aol.com .DRYWELL D N 109.68: RESET STONES OVER411 • :.,:^,;� . ,- E kU D P D T 'telROUS FILTH L ` 2 Il �� QD Il Il N. A DRAI AGE AREA B -___- a seal: � � SIZE M FF � C . scale: 1 = 50 Q/ w E X 1 ST I NCS 5L DG. DRAINAGE AREA D h (VILLAGE i-40USE) NOTE: INFOR'1AtION FOR THIS DU*- WAS TAKEN FROM A SURVEY BY VAN TUYL 4 SON, All L.S. DATED 12-06-1994 l •< DRAINAGE AREA COF Nv* NEW 6 SDR 35 PVC SUB GRADE DRAIN LINE , . TO DRYWELL (TYP.) st• r , r � R., FOR BID 12-20-11 i' L\ • »°` '"•/ �''� „ r �ti: zam � REPLACE EXISTING SLOP E EXISTING G NEW SLOPED project title: ER BRICK RETAINING WALL WITH PERFORATED ADS DRAINAGEPAVERS PIPE IN GRAVEL TRENCH DRYWI=LT- B BEHIND AND 2" DIA. WEEP TUBES AT 4'-0” O.C. OYSTERPONDS � - - - / HISTORICAL NAGE CALCULATIM - - -- DRAINAGE LINE / DRAI ',� -, SSSOCIETY NEW STONE FRENCH DRAIN DRAINAGE AREA A - - _ter WITH PERFORATED DRAIN PIPE CONNECTED TO SDR 35 940 S.F. x 0.16 X 1.00 = 151 CF. DRYWELL Cl ,� c\ PVC DRAIN LINES TO VILLAGE HOUSE 1490 S.F. x 0.16"1 X 020 = 50 CF. ��- _ r DRYWELLS. / RESTORATION DRYWELL Al 8'-0" DIA. X 4' DP = 169 CF. r DRYWELL A2 RYWELL C2 6'-0" DIA. X 4' DP = SO CF. ORIENT, NY / SITE NOTES: drawingtitle: STORAGE CAPACITY = 259 CF. (208 CF. REQ D), ( '' ' 1. LAYOUT NEW SITE GRADES TO CREATE GRADE PITCH DRAINAGE AREA B �2., z AWAY FROM BUILDING TO 530 S.F. x 0.167 X 1.00 = 85 CF. DRAINAGE SWALES CENTERED ON NEW DRYWELL LOCATIONS / 1465 S.F. x 0.16'1 X 0.20 = 49 CF. �Y� PRIOR BGRADE DRAINAGE PIATION PING PLOT DRYWELL B AND DRYWELLS. 8'-0" DIA. X 4' DP = 169 CF. & a Ali ,� 2. UPON COMPLETION Or- STORAGE F STORAGE CAPACITY = 169 CF. (134 CF. REQ'D) DRAINAGE PIPING, FRENCH / DRAINS AND DRYWELLS WITH DRAINAGE / SITE DRAINAGE AREA C DSAILCASTINGS, TS , A D OPOLD SEDPLAN 1063 SF. x 0.167 X 1.00 = 174 CF. TO COMPLETE DRAINAGE 1950 S.F. x 0.167 X 02 = 65 CF. SLOPES AWAY FROM BUILDING. DRYWELL Cl 3. PRUNE TREES AND REMOVE / 8'-0" DIA. X 4' DP = 169 CF. SHRUBBERY AROUND BASE OF DRYWELL C2 BUILDING TO ALLOW WORK OF THIS CONTRACT. 6'-0" DIA. X 4' DP = SO CF. drawn by: checked by: / �1� L.M.F. CAPACITY = 259 CF. (239 CF. REQ'D) date: scale: DRAINAGE AREA D / O9/28/ll AS NOTED 545 SF. x 0.16"I X 1.00 = 91 C.F. drawing number: 1370 S.F. x 0.16"1 X 0.2 = 46 CF. N70•�6 ` DRYWELL D YU \ 8'-0" DIA. X 4'-0" DP = 169 CF. / STORAGE CAPACITY = 169 CF. (131 CF. REQ'D) N / CM � PIl�DIlD1AI T� STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE . kale: 1 = 10 / ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 2 3 I I I ---------- -----------------------L----- ---------- L---- ------ -------------- ---------------------------------{ I I 1 I 1 I 1 I 1 I 1 I 1 I 1 I 1 1 I 2 3 i i I i I 1 -- --- -- ----- ----- - CONSTRUCTION NOTES: -------------T7'-------nr'----r 7-TI -----mr---Tn--------------i-------r1r---�,T----rTr-------I r-----,T---n----n----n----ri-----i-r----------------- I I 7I---- II I I III III I I 2 3 � I II I I I I III I I I I II ll II I i II III I I I I I I ' I ' I I ' III III III 1 I1 '1 I III III III I ❑ REMOVE LOOSE EXISTING MORTAR FROM STONE FOUNDATION AND 1 I I i t I I I I I III I r----- --- 111 1I --=--=--=--=��iIII''IIS1IiIII1I iIIIIIiI'ISIiIIIII iIIIIIiIIS,IiIIIII iIII1IiII'S1IiIII1I i1II'1I,Ii1II iE1'•arIr.•------------------------.- "'•. 1III1 1III � IIIII.IIIIIIIIII IIIII1III1II IIIII IIII1IIIi 1iII1tIII1�I ..IrIIIItIIl.IkIIl IIIII.IIIII.{IIII..... Ii l III11 1I1rII 1lII... III IIIIII1I IIIIIIIIIIII '•.tIIIIIIl III 1II 1I 1 REPLACE I RESPECTS ------•--.-.. 1.............. ................... (VERIFY BYSAMPLING MORTAR AND OBTANING A LABRATORY IA T ES, P C......... ------------- ---------- ................... WARD ..........' i REPORT AS TO COMPOSITION) architecture 11I1 L___- __________ - -------- ------ -- __ __ --_ ------- --------------- landscape architecture III III IIII li III III lk I IEXCAVATE FOR INSTALLATION OF NEW AND/OR TO EXPOSE EXISTING 2 I IiI IiI til Iii til :I I 11 III III 1 11 'I I II III II:I I 1 I I I 11 I I I I I I I I i1 1 1 1 III III III II I III I h SUBGRADE DRAINAGE PIPING TO EXISTING DRYWELL LOCATIONS. engineering - SUNeyIn9 L_______________ I III I II II II III 1111 I1 II rT II III II:I I --- - 11 I I iii III III Ila I REPLACE PIPING WITH 6" SDR 35 PVC IN NEW FRENCH DRAIN WITH I II II II II J I I �� t r--------------- --- --------`---- 1 r - Trr--01 II © © I 1 it II 1 G-1�i.I 11 1 11 k ' TRANSITION ELBOW AT HOUSE FOUNDATION FLUSH WITH FINAL GRADE TO III, I 1500 Lakeland Avenue I II II II II II k I '• � I 1 1 I I I I I I I I E I I 1 III III III II ii 1 III 1 i II II li II II III II I:. I i MAINTAIN BURY ON PVC PIPING. TIE FERNCO TRANSITION TO NEW 4" DIA. p,, II 11 I III II II III II I; I Bohemia New York 11716 _____ I I I I I I 3 F=====-------------- -- I ? III I I1 II II III III I I II ILI II II II III III; I COPPER LEADERS. TYP. ' ----------------- ---- ---- 1 1 .I.JJ...............k..{t........... II II III III I I 1 II II III III I I 1 -y I I I I I I I \ ) 5fh7-�fQ�JIJ I I I I I I I-- JJ----J1- - I '"• I I III I II '• I 11 III III 111 II I II III III I � 1 r' f' ` ----- ----- I I I I 1II11 II11 IIIiII:iIf •• rI1 •-tIIIIi�IIII.iIIII r1 I FiIIf'=., 1I1I1I=II==IIII lIIrII --II -- IiIt - IIII 1JFII -_=-_-_-_•`______-_-__----______- -__-_- • II1 I 11IIi1II I'II IIII : 1I11I1 III IIIlIIIIII i1II i1II iII IIII lI1I i1II 1II11I I1III'II II1II II1III1III1I 'IIIII "' i'I1 iI ❑ ❑3 EXCAVATE AND INSTALL NEW SUBGRADE SDR 35 PVC DRAINAGE --------------------------- % PIPING FROM NEW DRYWELL LOCATIONS TO LEADER LOCATIONS A T THE III i 1-------------------- T I 6 East Main Street ...... IJ__-ILBUILDING. NOTE: ALL LEADERS SCHEDULED TO BE REPLACED WITH NEW Riverhead,New York 1 1901---------------------:---- a I 4" DIA. COPPER LEADERS. PROVIDE FERNCO TRANSITION BOOTS TO �_ -----r-------------------- .............. II DRAINAGE PIPING AT GRADE TO LEAVE SLOPED TRANSITION -82881 I1111 11 IIIII11;11I1I111I111 L--J I-1I11111I1 1 11�I I I-*-I11I11I1-I111 I1IIIIII I--�:•---''IIIL',.:,1-IiIL'IIII111I1 1IIII,1IIII-L'1IIII1IIIr1111III .-_..-.JIIIIIlIIII-iIIII'_:�ii'1ItII'k)IIII1 tiIIIlI EI G_-.•IIIIJ LIIIIfI1II1I II1'IIII�_•IiIIIIIII--_,.•IIIIIIIr1 IL''--.��IIII--=LIIII'1I1I1111l�1 1II1'J IIIIIiIJ1 I11111iI-IIII.--_.JIIII1�IuiIIuII'nuII1IiI-IIIhI1I IIII-I i•:-.-,1III'-L.'e�ii�IIIriiIIIIruI1I1IIIIiIIIIIIIIIIII11I1l I1I-1IIIIIr IiI iiIIiII�IIIIIII lI1 11II-IIIi-IiI ----.-..-.-..-i1IiIIIIrI•ii1iIIIIrII1 I11i1'liIi IIIIII..iI1I 1 1i11 IIiIt IIIII._".•.-•._..-.III..-...IFL•-1iIIII I-.{1III III-•1iIIII11 I 1 I1IIIiI I•"-II1iII11 I1.I1 I II I.--•---•"-T�---I1I'IiIi'----II�G1Ii f S-=T=..-_.-=©/..-_ --1I1III I:I I�''�_IIlI-I,l�II I1 1I-iI:II�I,li_IIIIIIl1---•_-•---•"_-�-'��_----_--1I'I_'III I I1'i'III1II II-_1II_-IIII-I1'III1I ihIIi I 1II___--.__---__--_-_--''II1IIlI I11i'IIIII I 1I•_-._,--,f1IIIIII11 i'II IIIl 1I_:'-_-•'.'_----6_-_---_-_---_----_1I1IIII11i-III'ilI 1-_II1IIIIII11iIIIII't1I_---i1II1i ce�-J_-°II:1I=--•_-f'.;' i-:IIIfII~I�II�'�.ICIIIII1IlI--=-,---•-�']•�'dIjII1IIiIIIn i1IIIIII1II'IIl1IItIIIi I 1IIII1IIJIIIIII III IIIIIIIIII IIIIIIIII1n1InII1II1Ir3IIIIIIII 11f 1Ill1II i":i�IIIrIIIIII 1IIIIIIIII •.'IIIIiIIIIIIIIII'IIIIiII•IIIII1nIIII.IIiIIIIIII1II IIII I III11IIII111 I11I 1I j__-__--IIIIiIIIIIIuI1IIIIiIIIII1I1I1 IIII-iIIIIIIIIII __ __-_IIIIIIiIIIIIlII��IiIIIIIIIII.lIIIiIIIIIIIII.•1Ii1 ......... iIII1IIIII1I1 iII11IIII1I1 II1IIIII1I1 5 iIi1I1I11iI1r11III,1I1I11I1I1I1I11II1 .IIiIIInIIIIII1.IIIiIIIIII1II .1{iIIIIIIIII.1IIII1 iII1"IIII1InIIiIII1III1III1III1IiI1;III ::ii:iI1IIIllIIII1nIII1fillIIIIlII'IIIIiIIIIIIIIII 1II I1i1I1 1 1 ❑❑❑❑645 EXPOS ED ON LY. SEE SITE PLAN C-1 FOR DRYWELL SIZES,TLOCATIONS (631) 369 Dil ..........."` AND DEPTHS. ------------------ n ............ J__ III 1II{ ------ ---- ----= �--] 1 III LsREMOVE DEBRIS, LEAVES, STONE, ETC. FROM EXISTING WINDOW WELLSL r-T-----I-T---- iki AND EXCAVATE TO A DEPTH OF AT LEAST 16" BELOW WINDOW SILLII HEIGHT. INSTALL A MINIMUM OF 12" DEPTH OF CRUSHED STONE IN ENTIRE E TWELL AREA. INSTALL VENTED WINDOW WELL RAIN COVER AT EACH WELL .I 6II .Iik------ --______ - SUPPORTEXI EXISTING JO AND O EXISTING LJI' . ........ MU PIER TEMPORARILY ITH WOOD 'FOOTING' BLOCKS, POSTS, ETC STORE CMU ..... ............... ..........L. 1.............. . .. . ....................k. .........1 ---- - - ....................... ............. II .........III,.!............ .L.Ik..... ..... .......IIIL.......... FOR RE-INSTALLATION. L ......... ------� r------...............-------- - FORM AND POUR 16" x 24" x 8" MIN. THICK 3000 PSI CONIC. FOOTING. i REINSTALL CMU BLOCKS WITH MORTAR, 16 OZ COPPER TERMITE SHIELD CAP, INSTALL TREATED WD. BLOCKING AS REQUIRED TO LEVEL JOISTS 1u ---- L----i11 - -----11L------1 - ----LLL------J ------ ----------------------- 1------------- 11 ---------- -- -- ---- 1_1---- i-IT- _1-i--------------------rrr-T_ or----- 2 3 INSTALL NEW 2" X 6" SYP *2 TRTD WOOD FLOOR JOISTS SISTERED TO ____---._--_---_ _- 1 . I""' EXISTING WOOD FLOOR JOIST ON EACH SIDE. THROUGH BOLT WITH J" DIA . .............. { ST, STL. HEX HEAD BOLTS WITH NUTS AND WASHERS AT 16" O.C. ti v�-1-:—�:►-,-;a-,i_.a- 7-S [ ag..__j( 2nd nd <cSh0 e e_. t ix STAGGERED. INSTALL ST. STL. SIMPSON STRONG-TIE JOIST HANGERS WITH Huntington Staton,N.Y. 12_- 1_. — -. 7-- 4-6 ,.,,,.•. NAILING AS PER MANUFACTURER AT EACH END CONNECTION. Tel./Fax: 631 470-4473 ............. Email: hWhwCaol.c�fl D1REPOINT BRICK MASONRY CELLAR DOOR WALLS WITH MATCHING MORTARVERIFY TYPECOLOR AND COMPOSITION BY TESTING AND %I 1 II II I LA50RATORY ANALYSIS PRIOR To DESIGNING MORTAR MIXsea : C. �� T DUE TO CISTERNS UNDERNEATH. REMOVE AND REPLACE�, AREA IS WE DAMAGED WOOD WITH TREATED WOOD MATERIALS AND INSTALL SELF-ADHEREING WATERPROOFING MEMBRANE TO PROTECT EXPOSED WOOD. 15589 OF NON ........... .........J ......... ====______________ .......... REPAIR EXISTING TERMITE SHIELD INSTALLATION WITH NEW 16 OZ. ' "' 'ii' ALONGCOPPER SECTIONS To PROVIDE THROUGH WALL PROTE ______ ENTIRE SECTION OF WALL. ---------------------- -- - ' � 1 I L-__--11_____LL1--- ------L--- u----- 1 _ • i t � - -- II I ----- nI 8 S''�`.�,r II Ji.... '.--____-__--___---__�__-_--__--�--____-,--_--__--�,�.--____-_--_--•__--•--____-_?_--__----___`__^-_--__--'--_____-_--_-_--_--__-___----__--o-_---_____--__-----_-_--____--__----__--___-__--_--_--_--__-__---_-_- tI I FII __-- ---=_=--___-___ .---=--____-_- - �-=- - ==____ I I1I _-IIIII1IIInIII1II IIIIIIII IIIIIIII 2 3 .••. fI fI i � �,..••'.. •:•. •. FOR R BID 12-20-11 11 -------------------- r----I __________________r----r I project title. 2 3 1 F i OYSTERPONDSIIFSII ---__________________ HISTORICAL SOCIETY 911FVILLAGE HOUSE RESTORATION ORIENT, NY III 11 11 II II II II 11 II 7111 11 11 drawing title: 4 III I III II II �- ---------Jil -------------111L-__-_ CRAWL SPACE RESTORATION PLAN LF --------- ------------ I � ---------- ---------- ------------------II L JIII _ drawn by: checked by: 0 '1' ---------------------- "II1� L.M.F. L.M.F.. date: scale: r-_________= Oe/28/11 A& N OTED ------------------------� I ----------------------- -II drawing no.:number: Am 1 "a STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE 0 2 4 8 ACCOMPANYING SPECIFICATION. UNLESS ITCRAWL SPACE CELLAR PLAN IS UNDER THE DIRECTION OFA LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE SCALE 1/4" P-0" FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. 2011 -004.00"� _n I1 1 A-6 11 1 1-----=----v- --=-===-' �_--_---- == bbs =======-� =========- ---------- ---------- _________- -------- --------- _____ ----- ---- ---- - = ____ __ _ _ _________ - -�`---------- CONSTRUCTION MOTES: WTOn 0 MUM*SMITH -------=_L- - - _ __ __ --- -------- ----------�-------- ---------------------' ---------- III - - ------------------- III III III OvE ALL NT (DOWN 11 iii 1 iii ❑ EEXE ERIOR WOOD(SURFACESTO BARE woor)) AND OF AL WOOD PLANKS.EBRIS PAINT W/NON-SKID M THE ffRGriITecTullac O l�IalnLiCRlna II iii 3 3 3 iii DECK PAINT. (ADD ALTERNATE NO. S) 3 3 I 244 EM MAIN V 1. REMOVE ALL PAINT (DOWN TO BARE WOOD) AND DEBRIS FROM THE PA E, N.Y. 11772 EXTERIOR WOOD SURFACES OF ALL WINDOWS. SURFACES INCLUDE BUT (631) 475-0349 ARE NO LIMITED TO: FRAME, CASING, TRIM, SASH, ASSEMBLY, STILES, 2 MULLIONS, MUNTINS, GLAZING, ETC. REPAIR ANY REMAINING HOLES IN FAX 4761 2 WOOD FRAMES. REPAIR ANY DAMAGED GLAZING AND WINDOWS 2 2 22 FRAMES. INSTALL NEW PUTTY, AT EXISTING GLAZING BEADS AND CAULK I 4 2 AROUND FRAMES OF ALL WINDOWS. PAINT ALL WOOD SURFACES WITH PRIMER AND TWO FINISH COATS TO MATCH EXISTING_ r-------L-- II I ROOM ROOM 3 2 ' VESTIBULE 6 2 i REMOVE ALL PAINT (DOWN TO BARE WOOD) AND DEBRIS FROM THE --- -- ----- 06 02� EXTERIOR WOOD SURFACES OF ALL EXTERIOR LOUVERS. VERIFY AND O1 i REPAIR LOUVER FRAMES , BLADES AND HARDWARE. REPLACE MISSING I H .IHARDWARE, LUBRICATE AND MAINTAIN OPERATION AFTER PAINTING IS ' 1 ROOM I COMPLETE. PAINT ALL WOOD SURFACES WITH PRIMER AND TWO FINISH COATS t0 MATCH EXISTING. (ADD ALTERNATE NO. 8) r-- 13 10 I o LL----- I I 1 ,t ;r �,r �� 1 c 11 REMOVE ALL PAINT (DOWN TO BARE WOOD) AND DEBRIS FROM THE o I EXTERIOR WOOD SURFACES OF ALL WOOD DOORS. REMOVE AND - -F o REFUR518H OPERATION OF ALL DOOR HARDWARE REINSTALL Preservation Consulting, Diagnostics, HARDWARE AFTER PAINTING IS COMPLETE. (ADD ALTERNATE NO. 8) Conservation, Construction Management I NOTE: SEE ADD ALTERNATE NO. 4 FOR INSTALLATION OF NEW ' _______ INTERLOCKING METAL DOOR WEATHERSTRIPPING OF DOORS. 200-7 East 2nd Street ROOM l i ROOM i Huntington Station, N.Y. 11746 07 O Tel./Fax: 631 470-44 73 I ' 2 ii � 03 I 3 i 6 i REMOVE GYPSUM BOARD CEILING AT FIRST FLOOR BELOW WORK AREA. Email: histco@aol.com i REINFORCE CEILING JOISTS WITH i" X 5" STEEL PLATES BOLTED TO ' i 3 EXISTING 2" x 5j" FLOOR JOISTS AT 2'-0" O.G. INSTALL NEW 2" X 6" seal: ' Room 2 FLOOR JOISTS IN BETWEEN EXISTING JOISTS SECURE t0 WALL FRAMING g � AT EACH END. LEVEL AND SHIM UNDERSIDE OF FLOOR JOISTSPRIOR _ ® TO INSTALLING NEW GYPSUM BOARD CEILING. FINISH t0 LEVEL FOUR 2 AND PAINT. 2 INTERIOR WOOD SURFACES OF WOOD PLANKS IN AREA SHOWN TO BE p i REPAIRED OR REPLACED. FILL GAPS AT FLOOR AND REFINISH AS I 3 REQUIRED t0 MATCH EXISTING. - ------------------------------------- - ❑ REMOVE EXISTING ROOF LEADERS AND BRACKETS. INSTALL NEW 4" �T4TF 15589 �o¢t DIAMETER 16 OUNCE COPPER LEADERS WITH REQUIRED MATCHING ELBOWS AND CAST BRACKETS, AND CONNECTIONS TO OUTLET TUBE AT 3 I 11 YANKEE GUTTER AT TOP AND FERNCO TRANSITION SHOE TO BURIED 6" I I I SDR 35 DRAINAGE PIPING TO NEW DRYWELLS INSTALLED ON SITE. SEE SEE DINING DWG C-1 FOR LOCATIONS. I1 o NOTE ROOM ❑ REMOVE EXISTING STONE FRENCH DRAINS AND STORE STONE ON TARPS A�6 5 O FOR RE-USE AFTER WASHING. EXCAVATE 18" WI " DE x 18 DEEP TRENCH 4 v AND INSTALL 4" STONE BED, 6" ADS PEWORATED DRAIN PIPE IN I I 8 CENTER WITH FILTER FABRIC WRAP AND TAKE OFF CONNECTIONS AT ENDS CONNECTED TO NEW SDR 35 PVC DRAIN PIPES CONNECTING I I 2 LEADERS AT A LOWER ELEVATION TO NEW DRYWELL LOCATIONS. I � � � I I I 2 R. REMOVE EXISTING CISt1=RN AND WELL COVERS AND RECONSTRUCT WITH BLDG. DPT. 5-16-12 NEW 2" X 8" PLANKS WITH SHIPLAP JOINTS AND J" X 4" CROSS BATTENS FOR BID 12-20-I1 1 I I AND CURVED CEDAR UNDER FRAME EDGE, PROVIDE STAND OFF project title: BLOCKING WITH ST. STL. INSECT SCREENING UNDER FOR VENTILATION. r, - _�________-_ PROVIDE WROUGHT LOCKING HASP HARDWARE At WALL AND UNDER - --- ------- m ROOM I OUTER FRAME t0 SECURE IN PLACE. rs �6 ------ g 10 OYSTERPONDS ROOM 10 CAREFULLY REMOVE EXISTING WOOD CELLAR DOORS AND FRAME. HISTORICAL ❑CTD INSTALL TRTD WD. BLOCKING ON MASONRY SIDEWALLS TO ELEVATE II X w s NOTE: DOOR INSTALLATION AND INSTALL COR-A-VENC MATERIAL BETWEEN SOCIETY C14= pI 8 0 PROVIDE ADA COMPLIANT BLOCKING t0 PROVIDE PASSIVE VENTILATION UNDER EXISTING DOOR SADDLES AT NEW DOORS. FRAME. REINSTALL AND SECURE DOOR AND FRAME TO NEW BLOCKING SPACED AT 12" O.C. REPAIR AS REQUIRED t0 PROVIDE POSITIVE RAINtv VILLAGE HOUSE 16 2 ' 'SHEDDING o RE VEN WATER DAMAGE.D DRAINAGE AY FROM ALL WOOD DOOR COMPONENTS RESTORATION 12" SQ. STONE PIERS WITH 12";K KITCHEN I IEXCAVATE AND STORE TOPSOIL FOR RE-USE, ��REMOVE EXCESS FILL 16" SQ. RCONC. 2"x6" D. I Il FIGS. tYP. a 16" O.0 ® I 2 FROM THE SITE AND INSTALL NEW 18 WIDE X 18 DEEP STONE FRENCH ORIENT, NY 1 _ — �„ I DRAIN WITH 4" STONE BED, 6" ADS PERFORATED DRAIN PIPE IN acv 4 TOILET 4 I'-6' I r `�`� r-ENTER OF TRENCH WITH FILTER FABRIC WRAP AND TAKE OFF drawing title: U IGCf��ivS << /o�4j3 r = r 9 e 12 I\I\ CONNECTIONS At END OF TRENCH CONNECTED t0 NEW SDR 35 PV- 2 M DRAIN PIPES CONNECTING LEADERS TO DRYWELLS AT A LOWER ELEVATION, THEN RUNNING: t0 NEW DRYWELL INSTALLATIONS. sEE 12 DRAWING G-'. FIRST FLOOR a `-r 12 REMOVE EXISTING PLUMBING FIXTURES AND TUB END WALL. INSTALL NEW RESTORATION GIRDER' ADA HEIGHT--- REINFORCED WA ELAND LAVATORY CLOSET WITH WIWITH BMIRROR AND SOAP PLAN ARS MOUNTED To MAHOGANY 1:20 PADDLE HANDLE FAUCET SUPPLIED WITH TEMPERED WATER RAMP AND � DISPENSER, DECK PLANKS INSULATE DRAIN AND SUPPLY PIPING WITH TRAP-WRAP. SEE TOILET SIZE t0 MATCH 4 ACCESSORY MOUNTING DETAILS. REMOVE EXISTING DOOR WIDEN FRONT PORCH 0 OPENING FOR 36" DOOR WITH APPEARANCE TO MATCH EXISTING DOORS. PROVIDE LEVER HARDWARE IN FINISH t0 MATCH BUILDING - BRICK RAMP `r HARDWARE- TILE FLOOR WITH NON-SLIP CERAMIC MOSAIC AS SELECTED AT 1:20 PITCH2 E3Y OHS. t0 MATCH NEW BRICK DECK _____________________________ _ 13 IPNSTALL TREATED 3" x 6" LEDGER SPACED J" OFF WALL AND THROUGH ------------------------- 8 BOLT WITH i" DIA. STAINLESS BOLTS AT 16" O.C. STAGGERED. INSTALL 12" drawn by: checked by: PAVERS 8 SQUARE STONE PIERS WITH ST. STL ANGLE BRACKETS SECURED TO (3) 3'-6" 2?" x 6" FLUSH DECK GIRDER WITH TREATED 2"X6" DECK AND RAMP T.S./D.M. L.M.F. --_-__ _--_-_-__--_-_-_-_ JJOISTS AT 16" O.C. WITH ST. STL. JOIST HANGERS AT EACH END. RAMP date: scale: ROOM JOISTS t0 SPAN DOWN TO 24" DP. X 16" WIDE RAMP TERMINAL BEAM 09/28/11 ,4S NOTED (WITH BRICK RECESS t0 BLEND WITH BRICK DECK PROVIDE 4" SIDE 2 13 2 CURBS AT DECK AND RAMP EDGES. RAMP SLOPE NOT TO EXCEED 1:20. drawing number: ------ - -- --_-_-_-------------- ---- - - --- - ---- - --- WINDOW ABOVE A, A=2 4 8s A-7 STATE LAW PROHIBITS ANY PERSON FROM ALTERING r R S T LO O R PLAN ANYTHING ON THIS DRAWING AND/OR THE 1 0 2 4 8ACCOMPANYING SPECIFICATION. UNLESS UNDER THE D RECTIONOFA SLICENSED NORTM PROFESSIONAL.. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL SCALE 1/4" = 1'-0" SEAL,MUST SIGN, DATE AND DESCRIBE FULL EXTENT OF THE ALTERATION THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 1 A-6 ----------------------77----------------------,--T-----------------------�--r----------------------�--r---------------------- LJ LJ L J L J f--T----------------------/7-A LJ I I I 3 3 3 3 3 3 -!---------- -- ------- ------------ ---- i ------- ----------- ------- ------------------ ------- ------------ ------- I I I I I CONSTRUCTION NOTES: I SSOCIATES 2 2 2 2 2 2 i ❑ REMOVE EXISTING MINERAL SURFACED MEMBRANE ROOFING t METAL WARD A , PC DRIP EDGE. REPAIR DAMAGED SHEATHING WITH PRESSURE TREATED architecture 5 i MATERIAL t0 MATCH SIZE AND THICKNESS OF EXISTING. COYER ENTIRE i ROOF WITH ICE AND WATERSHIELD' MEMBRANE. INSTALL NEW COPPER landscape architecture VESTIBULE ROOM ROOM ROOM i STANDING SPACED AT 12"MO.CETAL WITH MATCH NG YANING WITH 'KEEIGHT STANDING SEAMS GUTTER PANNING AND engineering - surveying 2 ® 25 O 26 I METAL DRIP EDGE WITH CONTINUOUS COPPER CLEAT. PROVIDE ROOM ----- 27 i EXPANSION JOINT At 20'-0" O.C. AS RECOMMENDED BY THE COPPER 1500 Lakeland Avenue DEVELOPMENT ASSOCIATION AND THE MANUFACTURER. INSTALL 8" Bohemia, New York 11716 HEIGHT BLIND FLASHING UNDER NEW WALL SIDING AT SECOND FLOOR, (631) 563-4800 ______ INTERLOCK ROOF PANELS WITH WALL COUNTER FLASHING. 13 13I 13 6 East Main Street Riverhead,New York 11901 I ❑ REMOVE ALL PAINT (DOWN TO BARE WOOD) AND DEBRIS FROM THE ______ ° I I HA►LI WAY 2 i 2 EXTERIOR WOOD SURFACES OF ALL WINDOWS. SURFACES INCLUDE BUT (631)369_8288 ' ______ I I ® i 3 ARE NOT LIMITED TO: FRAME, CASING, TRIM, SASH ASSEMBLIES, STILES, y " ° ° I I I ° ° I I I MULLIONS, MUNTINS, ETC. REPAIR ANY HOLES IN WOOD FRAMES. REPAIR V\, ------ ° ° I _I _ ANY DAMAGED GLAZING AND WINDOW FRAMES. INSTALL NEW GLAZING I I I --------o ° L PUTTY At EXISTING GLAZING AND CAULK AROUND FRAMES OF ALL13 0 - - - -- - CES ° ° I WINDOWS. AL LATIONS WITH PRIMER AND TWO FINISH SHCOA SGLAZING PUTTY NS To MATCH LA --------o i ORIGINAL CONDITIONS. o o 3 REMOVE ALL PAINT (DOWN TO BARE WOOD) AND DEBRIS FROM THE I I 3 I ----� i ° i ❑ WOOD SURFACES OF ALL WOOD WINDOW LOUVERS. REPAIR ALL ROOM ROOM ROOM DAMAGED LOUVER FRAMES, LOUVER BLADES, LOUVER HARDWARE, LO i REPLACE MISSING LOUVER BLADES AND HARDWARE. REFURBISH F ROOM ---- 28 O I EXISTING IF CONDIOTION PERMITS RE-USE. TNSUREOPERATION OF I ® I LOUVER BLADES AND HARWARE UPON COMPLETION OF FINISH PAINTING. i -- I I _____ i ❑ SAWCUT NEW LOUVER OPENINGS ABOVE THE FLOOR OF THE ATTIC FROM PromVd1lon COr1a ft1g,Dlcgx lcs. THE OPEN LAUNDRY ROOM ON EITHER SIDE OF THE EXISTING CHIMNEY. Corawvation.0o'Ntructlon Mcr>tppen�el�F PROVIDE (2) 16' WIDE X 24' HEIGHT CEDAR LOUVERS WITH INSECT SCREENING WITH 2" X 4" FRAMING TO PROVIDE ROUGH OPENING. 20x-7 East 2nd Sheat EXTERIOR FACE OF LOUVERS SHALL FACE INTO THE OPEN CEILING AREA OF LAUNDRY ROOM. Huntington station,N.Y. 11746 ---r-- ORIGINAL FLOOR - -------------------------------------------------------------------� Tel./F�c:631470-4473 VENT. SEE NOTE 5 I 2 -I SAWCUT EXISTING FLOOR IN BETWEEN FLOOR FRAMING (VERIFY Email: hlstoo0aol.com 3 i 5 i LOCATIONS PRIOT TO CUTTING) AND INSTALL BLOCCKING BETWEEN i i FLOOR JOISTS TO SUPPORT FLOOR PLANKS. INSTALL CAST BRASS i ROOM i FLOOR REGISTER t0 MATCH EXISTING UNIT WITH DAMPER MECHANISM 5 I 31 AND FINISH REGISTER ON UNDERSIDE IN CEILING BELOW. seal: ��, *L� M. FFF YTC I ROOM ; ✓ I I 2 i 23 2 i a REMOVE EXISTING WINDOW SASH AND RESTORE OPERATION WITH AWNING y A-6 5 I 2 ACTUATOR, LATCH AND HINGES. -- ----------------------- S 15589 INSTALL WATER DIVERTER ABOVE WINDOW TO REDIRECT RAINWATER �9To`�� 3 i 2 ROOM i RUN-OFF FROM EXISTING WINDOW. of NE\N �_ I i � I FOR BID 12-20-11 project title: I I I I Li r- ------------------------------------------ OYSTERPONDS HISTORICAL I � I I SOCIETY I I I I I I --------------------- VILLAGE HOUSE I RESTORATION I I I I ATTIC SPACE ORIENT NY drawing title: -- I I I I SECOND FLOOR I I RESTORATION I I 4 PLAN drawn by: checked by: OPEN t0 BELOW T.S./D.M. L.M.F. date: scale: 09/28/11 AS NOTED drawing number: A=3 2 6 1 A-7 ANYTHING ON ITHISADRAWING AND/ORETHE 1 SECOND FLOOR PLAN 0 2' 4' 8' ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED Np1CM PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE SCALE : 1/4" = 1'-0" FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 1 A-6 ------------- ----------------- LJ LJ LJ LJ LJ I ' PORCH ROOF I I I ' I I I11 �`-�`♦-,.-�-II ---IIII�II------ IIII ------RIII-----7II rI ----TIIrII -----M-----7T IIt ------IIi7IIt-----rIIIlIII-----III7III----nII II------TII III----- rIrII ----TII rII -----TII rII ----7II TII -----nII I-----7IrII -----TIrII -----II rII ----- I II ------r1I - � 1 INOTES: WARD ASSOCIATES, PC I ,`, II II II II II II II II II II II II II II II II II II II II II II „ I I `�• I I I I I I I I I I I I I I I I I I I I I I I I 1 1 i%' I GENERAL NOTE: architecture 1 .\ I � II II II II II II II II II II II II II II II II II II II II i. I i .I I I I I I I I I I I I I I I I I I I I I I I I I I I I �;/ I �_-- I I I I I __ THIS PLAN DENOTES EXISTING FRAMING IN THE EXISTING ATTIC AND landscape architecture ---- - --� SNOWING THE IRREGULAR SPACING OF THE 311 WIDE ROOF RAFTERS SEE ~ ` • I II II II II II II II II II II II II II II II II II II II „' I 1 ` ` ROOF PLAN FOR ROOF RESTORATION WORK NOTATIONS INCLUDING BUT eng neer ng - surveying 1 ` . II II II II II II II II II I II II II II II II II II II •� • ` I I I I I I I I I I I I I I I I I I I I I I I I I /;' i NOT LIMITED t0: WIDOW'S WALK RAILING REPAIRS, PITCH POCKETS AND IIII IIII IIII IIII I II I I I I IIII I I I I I I I I I I I I I I I I I I I I „Iy�' I RAILING BRACES, FLAT MEMBRANE ROOFING, VENTS, FASCIA REPAIRS 150 Lakeland Avenue AND METAL RIP EDGES, SLOPED VICTORIAN SHINGLE ROOFING, BOhemla, New York 1171 6 YANKEE GUTTERS, STANDING SEAM ROOFING LEADER LOCATIONS, ETC. 1 II II II II II II II I II II II II II II II II II ;/ I (631)563-4800 � \�`. II II II II II II II II II II II II II II II II II„/ I 1 `�� , I REPAIR ROOF ACCESS STAIR BY SECURING ALL TREAD CONNECTIONS ■ --- --sLI----- -- �L-----L------11------11- ---1 -----I�-- -LI------LL------L- _-1L-----1L-----11-----LI-----1L-- ___LL---- k------------------- ----a ----------------- -- 1---- --------------------I I-----TI- --1T-___n----T -- ___1�____1T___ ____Tr____1T____Tr ___TT____n____Tr----IT----rl-___�-r ___n____� F_______-___________ ___� AND INSTALLING A NEW TOP TREAD, CURRENTLY G FROM 6 East Main Street I I I I I 1 1 1 1 1 1 I I I CLIPS lN INSIDE FACE F RAILS TO CONCEAL FROM VIEW. SECURE STAIR RAILS At TOP AND BASE WITH ST. ST L. FRAMING =Riverhead,`N' ew York 11 901 (631)369-8288 11 ROOO UO� ELEVATADD ALTERNATE NOTE: ATTIC INSULATION INSTALLATION. PROIFIILE -OQl 1 I I 1RAFOR AII I I CH *GE REMOVE ATTIC DECK PLANKING CAREFULLY AND STORE IN ORDER t0 I I I I I I I I I I I ALLOW RE-INSTALLATION AFTER INSULATION INSTALLATION. INSTALL R-21 1 1 1 1 1 I I I I 1 1 I M i t i t I I 1 1 1 1 1 1 1 1 3 1 1 1 1 1 1 1 1 1 1 INSULATION WITH VAPOR BARRIER FACE TOWARD SECOND FLOOR 1 1 1 1 1 1 l I 11 l 1 1 I 1 1 1 1 I I I I I I 1 l l I I I I 11 I CEILING., RE-INSTALL DECK PLANKING AND SECURE. 1 I I I , I I I I I I 11J_L1 I I I I I I I I I I I I I I I 1L___-11-___LL___-1L__ Li _L L___ ____LI____ iL____L1 -____________ I ,'ill II II II II II II II II II II II II II Ir�� I II ( l 1 , II II II II II II II 2 II II I II II II II II `: I 1 -_---_----___ � ---------- r I i / II II II __ II II I II it II I II II II II II II II II �� I V'__ 1 /,/ I1 II II II _ __ II II II II II II II II II II II II II II II � T I ,'i I II II II II II II II II II II II II II II II II II II II `� I C�o1rY1M yt. onl 1� d r1cV11Ra",DIcUnodim. Consemcffim,Cornett c*)n Ma now I , / 11 II II III IIJ III II II II II II II II I II II II II II II I - I .,' II II II II II � -- II II II II II II II II I II II II II II II II .\ I 200-7 East 2nd Street I Huntington Station,N.Y. 11746 ii1iL ------1 -----11-----JI------1------iL----- -L----- Tel./rax:631470-4473 L/�-- --T- ------1------ i1L ----i - ----- ------ ----J - 1 I ; � Ercall: hlstcoQaol.com EXISTING ATTIC STAIR seal: Fc. r�\ ' I l 1 1 I I 1 I 1 I 2 A26 1I SECOND FLOOR ROOF I A-7 S� 1558 I 1 TF OF NSW .�C3 I I 1 I I I 1 1 l I I I I I 1 1 EXISTING ROOF DRAIN l I I i i i FOR BID 12-20-11 I project title: I r- 1 OYSTERPONDS 1 HISTORICAL ONE STORY FLAT ROOF SAFE ROOM ROOF ; SOCIETY R-05 R-06 I VILLAGE HOUSE I ---------------------J RESTORATION ORIENT, NY drawing title: ONE STORY GABLE ROOF ATTIC R RESTORATION ------------------------- FLOOR / FRAMING PLAN drawn by: checked by: T.S./D.1"1. L.M.F. date: scale: 09/28/11 AS NOTED drawing number: A=4 1 A-7 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING ATTIC FLOOR FRAMING PLAN 0 21 1 81 S PROFESSIONAL. NTHEAL. DIRECTION SPECIFICATION.H A TER LASED PROFESSIONAL. WHERE SUCH ALTERATIONS 1 ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE SCALE 1/4" = i1-011 FULL EXTENT OF THE ALTERATION ON THE A— 4 DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 1 A-6 ROOF CONSTRUCTION NOTES: 1 1 2 3 4REMOVE EXISTING GRAVEL SURFACED ROLL ROOFING, METAL DRIP 1 EDGE, ROOFING FELTS AND DETERIORATED WOOD ROOF SHEATHING. NOTE: SPECIFICATION ALLOWANCE IS 3096 OF THE ROOF AREA. REPLACE WITH NEW PRESSURE TREATED WOOD SHEATHING t0 MATCH SIZE AND l THICKNESS OF EXISTING SHEATHING. i y PORCH ROOF 2 CAREFULLY REMOVE EXISTING WOOD BEVEL SIDING t0 A HEIGHT OF 12" MINIMUM ❑ ABOVE OW LOWER ROOF P OFI R . 2LE MAINTAIN SIDING FOR RE-INSTALLATION AFTER REMOVING ALL PAINT, REPAIRING DEF CTS R7 E i A-6 O1 AND BACK-PRIMING. PROVIDE MATCHING BEVEL WOOD SIDING AS REQUIRED t0 REPLACE SECTIONS NOT ABLE TO BE RE-INSTALLED AFTER 16 OZ. STEPPED FLASHING IS INSTALLED. PRIME AND APPLY TWO FINISH COATS OF PAINT t0 SIDING. -- . — . — — ----------- a - i — — — — — — — — — — — — — — — — — — — — — — — — — — . — . — . — . — . — . —.-----._---- .----_.--_-_.-----.— — i' ❑ INSTALL 'ICE AND WATERSHIELD' OVER ENTIRE ROOF AREA. AND WARD ASSOCIATES, PC VERTICALLY UP SECOND FLOOR WALL 8" HEIG14T AT AREA OF REMOVED architecture ,I SHINGLE ROOF - li SIDING. SEE NOTE 2 ABOVE. landscape architecture R-02 j CONSTRUCT NEW 16 OZ. COPPER YANKEE GUTTER, WITH MATCHING DRIP engineering - surveying 2 ❑ EDGE AND CONTINUOUS COPPER CLEAT, INSTALL NEW OUTLET TUBES I l ,4-6 i WITH WIRE STRAINERS At LEADER LOCATIONS. INSTALL COPPER 1500 Lakeland Avenue li STANDING SEAM METAL ROOFING WITH 1j" HEIGHT STANDING SEAMS SPACED At 12" O.C. INSTALL STEPPED COUNTER FLASHING AT WALL WITH Bohemia, New York 11716 i EDGE TRANSITION DRIP t E At VERTICAL WALL. (631) U04" REMOVE EXISTING CEDAR SHINGLE ROOFING, YANKEE GUTTER , MEMBRANE, METAL DRIP EDGE, ROOFING FELTS ANDDETERIO AT b East Main Street R ED Riverhead,New York 11901 WIDOW'S WALK C1 I WOOD ROOF SHEATHING. NOTE: SPECIFICATION ALLOWANCE IS 3096 OF RAVING WIDOW'S WALK ROOF ROOF VENT TYP. ' ' THE ROOF AREA. REPLACE WITH NEW PRESSURE TREATED WOOD (631)369-8288 A-� SHEATHING t0 MATCH SIZE AND THICKNESS OF EXISTING SHEATHING. o R-03 _ , i O PITCH POCKET WITH - i li - y WROUGHT IRON RAILING � li ❑ INSTALL 'ICE AND WATERSHIELD' OVER ENTIRE ROOF AREA. CONSTRUCT 8 9 10 Il 12 i i 6 � it Q ii ii Q BRACE TYR. i NEW GALVALUME LINED YANKEE GUTTER WITH SOLDERED SEAMS, II ii _ ;i i li GALVALUME ROOF EDGE WITH CONTINUOUS CLEAT. INSTALL NEW OUTLET - — TUBES WITH BASKET STRAINERS AT LEADER LOCATIONS. ------ --------------- ------------- L_ __----J --- --- --_----------__- - _ _---_---- ---- --- it � i li � SPECIFIED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. ROOF LATCH INSTALL NEW GALVALUME VICTORIAN METAL ROOF SHINGLES AS I I i 8 REMOVE EXISTING MEMBRANE ROOF, METAL DRIP EDGE, AND I i 5 6 7 ❑ DETERIORATED WOOD ROOF SHEATHING (3096 REPLACEMENT ' ALLOWANCE SPECIFIED IN BASE BID) AND REPLACE WITH NEW TREATED ' WOOD SHEATHING to MATCH SIZE AND THICKNESS OF EXISTING. Ii II I' COrteWVV"on cortafr ictlonn !-I INSTALL 'ICE AND WATERSHIELD' OVER ENTIRE ROOF AREA. INSTALL M i NEW GALVALUME ROOF EDGE WITH CONTINUOUS CLEAT OVER NEW AZEK __ -- — — — — ---- --- --— — - ----- - ------ - - - - - - - - - - - - - - - - - - - - — — — . — . — . — - - - - - - - - - - - - - - - - - - - - - - - VENTED FASCIA WITH SCREENING. 200-7 East 2rldSheet ----------- - - - - ------ -------------------------------------------------------- Huntington Station,N.Y. 11746 i 10 INSTALL NEW SHEET METAL PITCH POCKETS, INSTALL NEW WROUGHT IRON Tel./Fac: 631 470.4473 i RAILING BRACES t0 REPLACE MISSING BRACES. REPLICATE BRACES , Email: hlstco0aol.com RE-INSTALL SALVAGED EXISTING UNITS. PRIME AND PAINT AND CONNECT TO NEW WIDOW'S WALK RAILING SYSTEM. PAINT BRACES �� PRIOR to FILLING PITCH POCKETS WITH POURABLE SEALANT. seal: /��,�SER ARC SECOND FLOOR ROOF c� M. Ff R-04 s4 , ' ❑ INSTALL GRAY TPO ROOFING WITH CENTRALLY LOCATED EMBOSSED i 2 i 2 11 WALKWAY UNITS COMPATIBLE WITH NEW ROOFING MEMBRANE. FLASH NEW * ,� A-6 i 13 �__ TREATED WOOD ROOF HATCH CURB WITH SELF-ADWEREING TPO i L__ ---------------------- - FLASHING MEMBRANE WRAPPED OVER THE TOP OF ROOF HATCH CURB. ✓ INSTALL NEW COPPER COVERED ROOF HATCH AND BASE FLASHING WITH 9 NON-CORROSIVE HINGES, HOLD-OPENS AND INTERIOR LOCKING HASP `S'T15589 rF o2 X89 HARDWARE. 12 CONSTRUCT NEW WIDOW'S WALK WOOD RAILING CONSTRUCTED USING SPANISH MAHOGANY MATERIAL t0 REPLICATE EXISTING AND AS NOTED ON THE RAILING DETAILS. FOR BID 12-20-11 project title: -------------------------------------- ------ ----- ❑ ADD ALTERNATE NOTE: REMOVE EXISTING EPDM MEMBRANE ROOFING, i i i r- 13 INSTALL NEW POLY ISOCYANURATE TAPERED INSULATION TO FORM J" MIN. _ ROOF PITCH AND CRICKETS t0 ROOF DRAIN AS SHOWN. COVER INSULATION WITH J" SECUROCK RECOVERY BOARD AND GRAY 60 MIL O Y S T E R P O N D S 4 i i i TPO MEMBRANE ROOF WITH 20 OZ. COPPER ROOF EDGE WITH SAFE ROOF CONTINUOUS CLEAT AT PERIMETER. HISTORICAL E SOCIETY 2 LOWER ROOF i i 14 REMOVE EXISTING EPDM AND B/U MEMBRANE ROOFING, INSTALL NEW 1" R-OS i 14 MIN. POLYISOCYANURATE TAPERED INSULATION TO FORM �" MIN. ROOF L--------- ------ PITCH TO ROOF EDGE. COVER INSULATION WITH J" RECOVERY BOARD VILLAGE HOUSE 14 _ AND GREY 60 MIL TPO MEMBRANE ROOF WITH 16 OZ. COPPER ROOF RESTORATION 19 i EDGE WITH CONTINUOUS CLEAT AT PERIMETER 15 REMOVE EXISTING WOOD ROOF SHINGLES t0 ENABLE INSTALLATION OF ORIENT, NY 'ICE AND WATER18" ONEXISTING SLOPE WOOD SHINGLE ROOFi ROOF SHEATHINGS OVERLAY WIITTHA6MOZ. COPPERASH NG EXPANSION drawing title: R 7 i i CRIMP AND EXTEND COPPER A MINIMUM OF 8" ON TO FLAT ROOF. SECURE TOP EDGE WITH CONTINUOUS COPPER CLEAT. SOLDER SEAMS AND SEAL BOTTOM EDGE AS RECOMMENDED BY TPO ROOFING MANUFACTURER OVERLAY FLASHING WITH FULLY ADHERED TPO ROOF ROOFING MEMBRANE ON i" RECOVERY BOARD. RESTORATION ------------------------� PLAN 16 REMOVE EXISTING ALUMINUM GUTTERS, LEADERS AND ACCESSORIES. INSTALL NEW 6" HALF ROUND COPPER GUTTERS WITH CAST BRONZE 15 BRACKETS AT 30" O.0-, OUTLET TUBE AND STRAINER AT 4" LEADER 16 LOCATIONS. PITCH GUTTER TO LEADER LOCATIONS. CONNECT LEADERS t0 6" SDR 35 PVC WITH FERNCO UDSC-6P PLUG CONNECTORS 1" ABOVE GRADE AND PIPE TO NEW DRYWELLS AS SHOWN ON DRAWING C-1. REMOVE EXISTING ROOFING TAR, SHEETMETAL BASE FLASHING AND 1� WOOD ROOF SHINGLES. MAINTAIN THROUGH WALL FLASHING AND BEND drawn by: checked by: 11 18 TO ALLOW INSERTION OF NEW 16 02. COPPER COUNTER FLASHING INTO T.S./D.M. L.M.F. 16 SAWCUT t0 ROOF A MINIMUM INSTALL A UMOF 8 . SOLDER ANEW Iro OZ.LL SEAMS. INSTASE FLASWING LL OEXTEND N L NEW WO0r> date: Scale: ROOF SHINGLES t0 MATCH EXISTING IN ALL RESPECTS. SOLDER NEW 09/26/11 AS NOTED 19 COUNTERFLASWING TO EXISTING AND SEAL JOINT CONT, drawing number: 18 REMOVE ALL LOOSE AND DETERIORATED MORTAR FROM CHIMNEY BRICK MASONRY JOINTS. DO NOT USE POWER TOOLS IN ORDER TO PROTECT BRICK MASONRY INTACT. ASCERTAIN MORTAR COMPOSITION FROM TESTING LAB AND PROVIDE MORTAR OF STRENGTH, COLOR AND COMPOSITION t0 MATCH EXISTING AND RE-POINT t0 A DEPTH OF i" WITH CONCAVE JOINT FINISH. TYPICAL. 19 REMOVE CEDAR RIDGE SHINGLES AND SAWCUT VENTILATION OPENING 1 ON EITHER SIDE OF THE EXISTING RIDGE BEAM AS RECOMMENDED BY THE MANUFACTURE. DO NOT CUT INTO RAFTERS. INSTALL COR-A-VENT A-� RIDGE VENT MATERIAL AND NEW BOSTON HIP CEDAR ROOF SHINGLES. STATE LAW PROHIBITS ANY PERSON FROM ALTERING ROOF PLAN WITH PROPER EXPANSION SPACING AND STAINLESS STEEL FASTENERS ANYTHING ON THIS DRAWING AND/OR THE AS RECOMMENDED BY THE SHINGLE MANUFACTURER ACCOMPANYING SPECIFICATION. UNLESS IT 1 0 2' 4 8 IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL A- 5 MUST SIGN, SEAL, DATE AND DESCRIBE THE } SCALE 1/4" = P-0" FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 RIGID BASE INSULATION P MIN. I"MIN. I1" 5 " 3/ �� L R (SEE NOTE 2) 4 4 WOOD CORNER TPO FULLY ADHERED MINIMUM 4" WIDE TPO MOLDED BOARDS At POST - ROOFING MEMBRANE DED TPO MILER At EDGE HOT AIR WELD POCKET SEALANT CAPERED RIGID INSULATION 4„ (SEE NOTE 3) LANT POCKET — — — — — — — — — — — — — — — — — — — T AIR WELD (4" MIN.) i — — -i•r MINIMUM 4" WIDE RECOVERY BOARD OVER HOT AIR WELD . � EXISTING WOOD SHEATHING RECOVERY BOARD III � EDGE 4„ REINFORCED TPO 4" MIN. F SEAL MEMBRANE u TPO FULLY ADHERED �, CONT. - - - - - - - - - - - - — — ROOFING MEMBRANE CPIALn 3"X3" WOOD POST - FULLY ADHERED SEE BLDG. ELEV's, ROOFING MEMBRANE / FOR LOCATIONS EXISTING ROOFSTRUCTURE FILLER I NOTES: P 1. APPROXIMATELY Imes" DIAMETER BEAD OF W IATES� /� 10 1 T 12 CUT-EDGE SEALANT 15/ REINFORCED MEMBRAN .REQUIRED ON CUT EDGES OF PENETRATIONS IarchlteC'hJre LINE OF RAILING ABOVE a NOTES: MIN landscape architecture I. TEMPERATURE OF PIPE MUST NOT EXCEED 120' F (4S' C). PLACE PRE-MOLDED TPO SEALANT englneering - surveying 1318" SQ. WORIZ. 4 VERT. POCKET AROUND PENETRATION WOOD PICKETS TYP. - 2. PRIMER MUST BE APPLIED TO ALL INSIDE SURFACES AND AND OVERLAP THE TWO SECTIONS 1500 Lakeland Avenue SEE ELEVATION FOR 4 MEM B R A N E SPLICE DETAIL PENETRATIONS PRIOR TO FILLING WITH SEALANT. Bohemia, New York 11716 SPACING 3.FILL POCKET COMPLETELY WITH TPO MOLDED POCKET SEALANT UNTIL RIM IS COVERED WITH SEALANT. ENSURE ALL 6 (631) 563-4800 NOT TO SCALE VOIDS ARE FILLED. PROVIDE A CROWN OR HUGH POINT AT 0 CENTER TO ENSURE DRAINAGE. l I "1k0 6 East Main Street 4. SEALANT POCKET TO BE MINIMUM P FROM PENETRATIONS ON ANY SIDE. Riverhead,New York 11901 5° (631)369-8288 CONT. WOOD RAILING W/ 5. ON MECHANICALLY-FASTENED SYSTEMS, INSTALL A MINIMUM APRON PROVIDE DRIP OF 4 FASTENING PLATES AROUND SEALANT POCKETS WITH A DIAMETER UP TO 6". ADDITIONAL FASTENING PLATES WILL BE CUTS ON EACH SIDE 3i4" WOOD BOARD AT REQUIRED FOR SEALANT POCKETS GREATER THAN b" IN INTERMEDIATE POST CONT. DIAMETER AND SHALL BE SPACED 12" ON CENTER MAXIMUM. ,111aD � rltA - - v4 3"X3" WOOD POST b.FASTENERS/PLATES ARE NOT RE011FIED ONI ADHERED i LUSYSTEMS UNLESS SEALANT POCKET DIAMETER EXCEEDS 12". 1„ 251. 11„ BEYOND mlA I v - 3"X3" WOOD POST - $ $ 8 -1. APPROXIMATELY 1/8" DIAMETER BEAD OF GUT-EDGE I° . SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED ( r [ SEE BLDG. ELEV's, 1318" SQ. HORIZ. PICKET MEMBRANE. T ` > d FOR LOCATIONS BEHIND i LU 1 LINE OF3/4" WOOD PITCH POCKET DETAIL WIDOWS WALK B ONo BOARDS -----_=- - _- w-- - A I L caw-21 A— 5 . 1 NOT TO SCALE ,a,GOrMt�", RAILINGPOST DETNOTE: Cor»erv�atlon.CorrtrucHon Manapemer>t 5 ALL RAILINGS A-5. 1 3" = 1�-�'� r� SHALL BE SPANISH Z10-7 EW 2nd Huntington Station,Street Yei 1746 MAHOGANY. \ \ Tel./Fax:631 47DA473 B \ B Email: hlstcoQaol.com 13ia" SQ. HORIZ. 4 VERT. \ _ WOOD PICKETS TYP. \ \ \ /�N5 QLD Ahoy/T� 1 " 1 " 1 " I �� 1 �� - \ 10seal: �� SLE M. � FEF 8 " 8 10" 8 10" 8 10" S ,.y" ... K11W MIN. 1-1/2" leos> A 15589 F TYPICAL 2" (50 �/ C / C ATF OF�,-* END LAPS APA MIN. 1-1/2" / CONT. BOTTOM RAIL / MINIMUM 1-1/2" (40 mm) / 1100, VERSIWELD TPO cuff WIDE HOT AIR WELDT-JOINT COVER "y.. / FOR BID 12-20-11 =IcQ C� / / CIA project title: O POSITION SHEETS AND HOT AIR WELD THE .060 INSTALL A 4.5" DIAMETER VERSIWELD TPO C1. GUT EDGE _� TPO MEMBRANE INCH THICK VERSIWELD MEMBRANE A MINIMUM O T-JOINT COVER CENTERED OVER THE SPLICE - SEALANT ROOFING OVER of 1-I/2 (40 mm) INCHES. INTERSECTION ("T-JOINT") AS SHOWN. OYSTERPONDS EXISTING WOOD -=LC4 SHEATHING LPO COATED METAL FASCIA W/ CONT. CLEAT HISTORICAL TEMPORARILY REMOVE EXISTING CURVE MEMBRANE SPLICE INTERSECTION DETAIL SOCIETY EXISTING WOOD FASCIA CUT DECK JOISTS (REPLACE AS IREOV.) 4 BELOW. TUCK NEW METAL A- 5 . 1 NOT TO SCALE VILLAGE HOUSE WIDOW ' S WALK RAILING FLASHING BEHIND - SET FULLY RESTORATION IN PLASTIC GEMENT FULLY ADHERED ADHERED 7 PARTIAL ELEVATION MEMBRANE MEMBRANE ORIENT, NY J5. 1GALvALUMIE drawing title: ROOF SHINGLES OVER ICE 4 WATER SHIELD UNDERLAYMENt ROOF WIDOWS WALK RESTORATION 6 RAILING SECTION / DETAILS A—5, 1 32 . = 1 P-o" END OF CLEAT SHALL BE NOTES: FOLDED BACK OVER NAIL PT 304 NON-STAINING QA 1. REMOVE ALL LEAD AND OTHER FLASHING BEFORE INSTALLING FIELD HEADS SEALANT OR TAPE V-150 FABRICATED PIPE SEAL. INSIDE CORNER OR FIELD FABRICATED OUTSIDE CORNER OR FIELD FABRICATED 4" 2" WIDE COPPER CLEAT AT 12" COPPER YANKEE SEALANT BY PRIMER REQUIRED NON-REINFORCED FLASHING. HEAT NON-REINFORCED FLASHING. HEAT O.G. - ASPHALT COALED GUTTER O>THERS ON TUBING AND 2. APPROXIMATELY 1/8" DIAMETER BEAD OF GUT-EDGE SEALANT IS WIELDED AS PER ROOFING WELDED AS PER ROOFING BACK SIDE OF UNDER METAL SHINGLES 3�� r_ TPO MEMBRANE REQUIRED ON GUT EDGES OF VERSIWELD REINFORCED MEMBRANE. M�ANUFAGTURERS DIRECTIONS. MANUFACTURERS DIRECTIONS. drawn by: checked by: 4„ INSIDE CORNEIR OUTSIDE CORNER T.S./D.M. L.1"1.}=. MIN. 20 OZ. COLD TPO SQUARE TUBING date: Scale: ROLLED COPPERI, ISP INSIDE / OUTSIDE CORNER Oe/2 a/]I AS NOTED GALVALUME — I MIN TPO TPo EDGE STRIP SWARE TU6ING ROOF NOT AIR WELD WRAP �INFORCEDSHINGLES drawing number: OVER ICE 4 HIGH-TEMP. ICE 3/4” LOOSE LOCK WATER SHIELD 4 WATER SHIEL '` A- 5 . 1 .— 5 � 1 FA B R I C AT I 0 N MBRANE NOT TO SCALE UNDERLAYMENT REPLACE EXISTING COPPER NAILS At — — •• 3" O.G. WOOD SHEATHING MIN.1-I/2" HOT AS REQUIRED EXISTING BUILT-UP / 7/ NOT AIR WELD HOT AIR WELD WOOD FASCIA To EXIS4TING ROOF BELOW PIPE ( .I I ENTIRE WIDTH Or- REMAIN F REMAIN STRUCTURE REINFORCED TPO WRAP FLANGE \` WRAP E TUBING A=5 . 1 MEMBRANE � "Olz Ir I"MIN. (FULLY-ADHERED) Ir STATE LAW PROHIBITS ANY PERSON FROM ALTERING YANKEE GUTTER DETAIL ANYTHING N THIS DRAWING ANDTHE 8 ACCOMPANYING SPECIFICATION. UNLESS IT WRAP ( SPLIT) UNDER THE DIRECTION OF A LICENSED P MOLDED SQUARE TUBE PROFESSIONAL. WHERE SUCH ALTERATIONS TPO PRE A-5. 1 NOT TO SCALE 9 ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE NOT TO SCALE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 1 2 WARD ASSOCIATES, PC ' 3 architecture i _ landscape architecture � I engineering - surveying 1500 Lakeland Avenue Bohemia, New York 11716 4 (631) 563-4800 7 6 East Main Sheet Riverhead,New York 11901 (631)369-8288 6 5 3- --- - --- -------- .- - - - - -- - ----- - -- -- -- ---- - - - -- ---- - - ---- - - - -- — CONSTRUCTION NOTES: ___..-_ - - 4 (� NEW WOOD WIDOW'S WALK RAILING t0 REPLACE EXISTING. SEE DETAILS II I FOR PATTERNS, HEIGHT, RAIL AND TRIM CONFIGURATIONS. NEW TPO FLAT I ( } f -� ROOF WITH METAL ROOF EDGE. NEW GALVALUME ROOF SHINGLES OVER ICE AND WATERSHIELD AND i ! 0 2 REPAIRED ROOF SHEATHING. PROVIDE ICE AND WATER SHIELD AT PERIMETER EAVES IN ACCORDANCE WITH NY55C. —------ 12 12 LJ LlNEW COPPER YANKEE GUTER AND ROOF EDGE WITH CONTINUOUS 131 � vatbn Cortl�uittp,Dlogno�tlCt, - - - - - - _ — ILJ CLEATS AND SOLDERED SEAMS. ICE AND WATERSHIELD UNDERLAYMENT �`,pr�ry�llpn,CglrhuCllOn MCM1OQ9rf19rtIF - - - - - - - - - TYPICAL. — - - - - - - - - 200-7 East 2nd Street NEW 4" DIA. COPPER LEADERS WITH COPPER 5RACKETS AT 5'-0" O.G. Huntington Statbn,N.Y. 11746 ❑ MAX., OULET TU5ES, EL50WS AND STRAINERS. FERNCO TRANSITION 500T Tel./FoL 631470-4473 g AT GRADE t0 TIE IN t0 6" SDR 35 PVC SUDGRADE DRAINAGE PIPING Email: hI mOciol.Com g RUN AND CONNECTED TO NEW DRYWELLS. SEE DRAWING C-1. 2 ROOFINGNEW Iro OZ. COPPER STANDING SEAM ICE seal: M FES WEST ELEVATION ( FRONT) WATERSH ELD UNDERLAYMENT. FLASH INTO VERTICALWALL WITH STEP FCj 1 COPPER FLASHING USDER NEW SIDING BOARDS t0 MATCH EXISTING. v A- 6 SCALE : 1/4" = 1'-0" 6 REMOVE EXISTING WOOD SIDING BOARDS t0 ALLOW SCEP COPPER FLASHING INSTALLATIONS. INSTALL NEW 5ACKPRIMED SIDING t0 MATCH AND ALIGN WITH EXISTING. FIN15H PAINT WITH TWO COATS OF ACRYLIC LATEX PAINT t0 MATCH EXISITING FINISH AND SHEEN. qTF OF Nl,_* ❑ SEE FLOOR PLANS FOR WINDOW, DOOR AND LOUVER REPAIRS AND RESTORATION WORK. FOR 51D 12-20-11 ❑8 REPOINT STONE FOUNDATION WALLS WITH MORTAR MATCHING EXISTING COLOR, TEXTURE AND STRENGTH AS CONFIRMED 5Y LA5 TESTING. Project title: ❑ FILL AND RE-GRADE GROUND SURFACES TO PITGN AWAY FROM THE g BUILDING AT i" PER FOOT MINIMUM. SWALE TO NEW DRYWELLS. OYSTERPONDS REMOVE WOOD RIDGE SHINGLES AND SAWCUT 1/ENT OPENING AT RIDGE HISTORICAL 10 SEAM INSTALL GOR-A-VENT RIDGE AND INSTALL NEW CDEAR SHINGLE SOCIETY 2 RIDGE CAP. 3 11 MOVE TAR AND METAL FLASHING AT CHIMNEY, SAWCUT AND INSTALL NEEW COUNTER FLASHING SEALANT WITH WEDGES AND ALANT A TER INSTALLING VILLAGE HOUSE ❑ NEW COPPER BASE FLASHING. REPOINT BRICK CHIMNEY AS REQUIRED. RESTORATION INSTALL NEW WOOD ROOF SHINGLES ❑12 REMOVE AND RE5UILD WOOD CELLAR DOOR AND CISTERN COVER WITH SCREENED VENTILATION OPENINGS. SEE FIRST FLOOR PLAN NOTATIONS. ORIENT, NY drawing title: i SAWCUT 50TTOM 8" OF SIDING AND REMOVE. PRIME AND PAINT CUT 10 13 EDGE OF SIDING AND INSTALL COPPER DRIP CAP UNDER REMAINING SIDINGEH . INSTALL 30* BUILDING FELT OVER SHEATHING AND INSTALL NEW f ! " ' i" X 8" CEDAR SKIRT TRIM5OARD CONTINUOUS. ALL WOOD TO 5E RESTORATION 5ACKPRIMED AND PRIMED ON ALL EDGES AND 50tH FACES AND ELEVATIONS 5 FINISHED WITH TWO COATS OF PAINT t0 MATCH EXISTING. 4 4 4 7 � drawn by: checked by: LJ T.S./D.M. L.M.F. date: scale: 12 12 13 Oc3/28/11 ,A5 NOTED - - - - - - - - - - - - - - - - - - drawing number: A=68 8 9 ( SIDE ) 0 2' 4' 8' 2SOUTH ELEVATION1 SCALE - 1/4" = 1'-0" A- 6 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION, ref. no.: 2011 _004.00 1 1 I �MWMWMWMLU LL�L 1 -1WM WMWMWMWMWMW 2 2 3 3 I i WARD ASSOCIATES, RC arc hlt r ectu e 4 landscape architecture engineering - surveying 1500 Lakeland Avenue 11 4 Bohemia, New York 11716 (631)563-4800 �� 6 East Main Street i � Riverhead,New York 11901 Iz i (631)369-8288 CONSTRUCTION NOTES: �� r ` DNEW WOOD WIDOW'S WALK RAILING TO REPLACE EXISTING. SEE DETAILS _ __ _ �==^�" FOR PATTERNS, HEIGHT, RAIL AND TRIM CONFIGURATIONS. NEW TPO FLAT - � ROOF WITH METAL ROOF EDGE. ❑ NEW GALVALUME ROOF SHINGLES OVER ICE AND WATERSHIELD AND 12 , � 2 REPAIRED ROOF SHEATHING. PROVIDE ICE AND WATER SHIELD AT 12 �' PERIMETER EAVES IN ACCORDANCE WITH NY85C. / - ❑ AND SOLDERED SEAMS ICE AND WATERSHIELD UNDERLAYMENT 3 NEW COPPER YANKEE CUTER AND ROOF EDGE WITH CONTINUOUS C TYPICAL. Com• • Com vallon,Carty wfion ManagaT191Yt 8 8 9 NEW 4" DIA. COPPER LEADERS WITH COPPER BRACKETS AT 5'-0" O.C. 200-7 East 2nd Street ❑ 9 MAX., OULET TUBES, ELBOWS AND STRAINERS. FERNCO TRANSITION BOOT Huntington Station,N.Y. 11746 AT GRADE TO TIE IN TO 6" �A SDR 35 PVC SUDGRDE DRAINAGE PIPING0 RUN AND CONNECTED TO NEW DRYWELLS. SEE DRAWING G-1. Tel./Fax:631 47GA473 EAST ELEVATION ( REAR ) 0 2' 4' S' Email: hlstcoQaol.com 1 NEW 16 OZ. COPPER STANDING SEAM ROOFING OVER ICE AND 5 D qR`C` WATERSHIELD UNDERLAYMENT. FLASH INTO VERTICAL WALL WITH STEP J- 7 SCALE : 1i4" = 1'-0" COPPER FLASHING UBDER NEW SIDING BOARDS TO MATCH EXISTING. seal: SCALE DREMOVE EXISTING WOOD SIDING BOARDS TO ALLOW STEP COPPER FLASHING INSTALLATIONS. INSTALL NEW BACKPRIMED SIDING TO MATCH AND ALIGN WITH EXISTING. FINISH PAINT WITH TWO GOATS OF ACRYLIC LATEX PAINT TO MATCH EXISITING FINISH AND SHEEN. ❑ SEE FLOOR PLANS FOR WINDOW, DOOR AND LOUVER REPAIRS AND OF NV*� RESTORATION WORK ❑8 REPOINT STONE FOUNDATION WALLS WITH MORTAR MATCHING EXISTING COLOR, TEXTURE AND STRENGTH AS CONFIRMED BY LAB TESTING. FOR BID 12-20-11 1 FILL AND RE-GRADE GROUND SURFACES TO PITCH AWAY FROM THE project title: BUILDING AT i" PER FOOT MINIMUM. SWALE TO NEW DRYWELLS. 1 REMOVE WOOD RIDGE SHINGLES AND SAWCUT VENT OPENING AT RIDGE O Y S T E R P O N D S 10 BEAM INSTALL GOR-A-VENT RIDGE AND INSTALL NEW CDEAR SHINGLE HISTORICAL 2 RIDGE CAP. SOCIETY 3 ❑11 REMOVE TAR AND METAL FLASHING AT CHIMNEY, SAWCUT AND INSTALL NEW COUNTER FLASHING WITH WEDGES AND SEALANT AFTER INSTALLING NEW COPPER BASE FLASHING. REPOINT BRICK CHIMNEY AS REQUIRED. VILLAGE HOUSE INSTALL NEW WOOD ROOF SHINGLES RESTORATION ❑12 REMOVE AND REBUILD WOOD CELLAR DOOR AND CISTERN COVER WITH SCREENED VENTILATION OPENINGS. SEE FIRST FLOOR PLAN NOTATIONS. 4 � ORIENT, NY SAWCUT BOTTOM 8" OF SIDING AND REMOVE. PRIME AND PAINT GUT I1 13 EDGE OF SIDING AND INSTALL COPPER DRIP GAP UNDER REMAINING drawing title: 10 4 SIDING. INSTALL 300 BUILDING FELT OVER SHEATHING AND INSTALL NEW i" X all CEDAR SKIRT TRIMBOARD CONTINUOUS. ALL WOOD TO BE HH 5ACKPR11' - 11 FINISHED I WEDN TWO GOATS of PAINT EDGES AND PRIMED ON ALL O MATCH E XS TW INC AGES AND RESTORATION ELEVATIONS -I drawn by: checked by: T.S./D.M./LMF L.M.F. 13 ` \ 13 13 date: scale: - 09/28/ A5 NOTED 9 8 8 drawing number: 9 2 NORTH ELEVATION ( SIDE ) 0 21 4' S' A= 7 A— 7 SCALE : I/4" = 1'-0" STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 U U I U I Notes Diffuser and Grille Locations Designation Manufacturer Model Description * Diffuser and grille locations are schematic and must be Design Data coordinated with the Architectural floor plans, ceiling plans and S-1 Hart&Cooley Model 684 10 x 10 Diffuser interior elevations on all relevant sheets. Outdoor Summer DB = 83° F * Finish/color of diffusers and grilles are to be approved by the Outdoor Summer WB - 71° F S-2 Hart&Cooley Model 684 12 x 12 Ceiling Diffuser Architect. Outdoor Winter DB = 10° FWARD AOCIA'I'ES, PC Thermostats Controls Outdoor Winter WB = 9° F architecture S-3 Hart& Cooley Model VH 5 x 20 Wall Grill O EWC Model IZT-250 Thermostats Indoor Coil Entering Cooling DB = 80° F landscape architecture _ Indoor Coil Entering Cooling WB = 69° F S-4 Hart& Cooley Model VH 4 x 10 Wall Grill engineering surveying Relative Humidity Cooling =60% Indoor Coil Entering Heating WB = 60° F 1500 Lakeland Avenue S-5 Hart& Cooley Model 411 2 x 10 Floor Diffuser Bohemia, New York 11716 Indoor Relative Humidity Heating =40% (631) 563-4800 S-6 Hart& Cooley Model 411 2 x 12 Floor Diffuser 6 East Main Street S-7 Hart& Cooley Model 411 2 x 14 Floor Diffuser Riverhead,New York 11901 (631)369-8288 S-8 Hart& Cooley Model 411 4 x 12 Floor Diffuser Condon Englnoariny, PC R-1 Hart&Cooley Model 673 20 x 20 (WxH)- Ceiling Return Grille McChalloal alnd R-2 Hart&Cooley Model 673 18 x 18 (WxH)- Ceiling Return Grille atti Sck,N.Y.Road Mattttuck,N. 11952 T:631.298.1986 R-3 Hart&Cooley Model 265 16 x 10 (WxH)-Wall Return Grille f: 631.298.2651 Email: condoneng®optonllne.net R-4 Hart&Cooley Model 673 12 x 12 (WxH)- Ceiling Return Grille R-5 Hart& Cooley Model 265 16 x 6 (WxH)-Wall Return Grille R-6 Hart& Cooley Model 265 20 x 6 (WxH)-Wall Return Grille R-7 Hart& Cooley Model 265 16 x 10 (WxH)-Wall Return Grille R-8 Hart&Cooley Model 265 30 x 6 (WxH)-Wall Return Grille seal: NE� Yp` oo . R-9 Hart& Cooley Model 265 25 x 20 (W,xH)_Wall Return Grille 0 F� 051684 1080 System Specifications Notes: *An Aprilaire Model 2200 High Efficiency Air Cleaner is to be installed in the system. Location 1 st Floor 1 st Floor 2nd Floor 2nd Floor FOR BID 12-20-11 All equipment is to be furnished and installed in accordance with the New York State West East South North and local Building Codes and the manufacturer's instructions.All equipment is to be tested and balanced in accordance with the manufacturer's instructions and the air Ducts project title: flows shown in the drawings. System# 1 2 3 4 All work must be done in a neat and workman like manner. *All trunk and run out ducts are to be rigid galvanized. Flexible ducts are only to be used at connection points Design Loads OYSTERPONDS Furnaces *All run out fittings are to be equipped with balancing dampers. Sensible Cooling (BTUH) 16,067 25,677 25,677 34,838 HISTORICAL *The crawl space furnace is to be vented through the wall as shown on the drawing * 5,356 8,559 8,559 11,613 SOCIETY and the attic furnaces are to be vented through the roof of the building using the Run out ducts are 6 round galvanized unless noted otherwise. Latent Cooling (BTUH) manufacturer's concentric vent pipe and installed in accordance with the * Duct sizes shown on the drawings are interior dimensions. 21,423 34,236 34,236 46,451 g Total Cooling (BTUH) VILLAGE HOUSE manufacturer's instructions. * n r to be installed under the attic furnaces installed in the attic. * Floorjoists/girders/trusses are not to be notched or cut. Consult the Engineer RESTORATION Condensate pans regarding blockages due to floor framing members. The furnaces are also to be equipped with condensate pumps and drained to the 57.8 41.2 37.9 52.2 exterior sides of the building through PVC drain pipes routed along the exterior Heating (MBH) *The interiors of all diffuser and return duct boxes are to be painted black. ORIENT, NY northern wall of the building. *The duct system is to be balanced to produce the air flows shown in the drawings. drawing title: *Air Conditioning Equipment(Compressors Condensers, and Evaporators) System Specifications * Supply Ducts are to be insulated with a minimum of R-8 insulation. Air Flow(CFM) 875 875 1,400 1,750 *The outdoor Compressors/Condenser units are to be located on the southern * Return Ducts are to be insulated with a minimum of R-4 insulation. HVAC exterior side of the building . The units are to be installed plumb on mounting bases. NOTES & * Openings in the building walls where the refrigerant lines pass through the building * Panned ducts are not to be used. are to be sealed. *All duct seams and joints are to be sealed with a mastic sealant. Furnace* 58MVB080-14 58MV6060-14 58MVB080-20 58MVB080-20 SCHEDULES Air Handlers and Compressor/Condenser Units *All ducts are to be cleared of all construction debris prior to final completion. Condenser Model No. * 24APA524A31 24APA53OA31 24APA548A31 24APA548-A31 * Equipment is to be Carrier Equipment. * Return ducts are to be acoustically lined. *All equipment is to be installed in accordance with the manufaciturer's * In rooms without dedicated returns, the doors are to be undercut to allow air in room 2 1 1 1 specifications. to return to return duct. The HVAC contractor is to coordinate this work with the GC. Zones *The fans used in the systems are to be Electronically Commutating Motors (ECM). * Metal pans with float switches are to be installed under all air hand lers/s stems y * Carrier Equipment located in finished spaces and/or in unfinished spaces adjacent to finished spaces. JJG JJC drawn by: JC, y: * Refrigerant is to be R 410A. *All condensing units are to be equipped with Suction Line Acculmulators. * Condensate drain pipes are to be routed to condensate pumps. The drain pipes to the date' scale: exterior. 09/25/11 45 NOTED * EWC thermostats are to be used to control the systems. *Zone Dampers are to be EWC dampers and Model BMPIus3000 control system with drawing number: * Refrigerant lines are to be run to the attic through the chimney ichases. See the supply air temperature sensing capability. Supply air temperature sensors are to be Architectural drawings for the locations of the chases. installed in the supply ducts in accordance with the manufacturer's instructions. Model EBD bypass dampers are also to be installed. *Furnish and install all signal and power electrical wiring. * Dehumidifiers- Ebac Model CS60 -4 units - Equipped with KT-15 Condensate * Furnish and install all piping and pipe insulation and valves for heating in all units. pumps. HV= 1 *An Aprilaire Model 700 humidifier is to be installed in the systetms in accordance Route pumps to exterior. with the manufacturer's recommendations. STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education IS UNDER THE DIRECTION OF A LICENSED Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing MUST SIGN, SEAL, DATE AND DESCRIBE THE the seal of an Engineer,Architect,or land Surveyor is altered,the altering Engineer,Architect,or FULL EXTENT OF THE ALTERATION ON THE Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her DRAWING AND/OR IN THE SPECIFICATION. signature and the date of such alterations,and a specific description of the alteration. ref. no.: 2011 —004.00 0 T\Ere, -5 45 -5 45 05 50 70 -7 70 45 CFM CFM CFM CFM CFM CFM Room #6 45 WARD ASSOCIATES, PC 90 _9 CFM architecture CFM Room#1 Room#2 _5 landscape architecture d4 4 x 25 Duct in Wall Room#4 p -7 to Crawl Space TFr/ r engineering - surveying 239 5 x 19 Duct in Wall CFM to Crawl Space CFM 1500 Lakeland Avenue -6 Bohemia, New York 11716 (631) 563-4800 T 6 East Main Street 217 -5 Riverhead,New York 11901 x 15 Duct in Wall 7 0o CFM (631)369-8288 to Crawl Space Room #3 Room#7 Room#5 S-7 ConclDn EnGlnee". PC 40 83 McChQ11Cd and EleCtrlod e1*0edng CFM -5 CFM 1755 Slgsbee Road Mattttuck,N.Y. 11952 55 55 T:631.298.1986 S_ CFM CFM f: 631.298.2651 l�-5 Email: condoneng®optonline.net O 91 CFM -7 S-7 Room #8 91 4 x 16 Duct in Wall CFM \,-Condenser/Condenser Units S I: VN to Crawl Space 163 CFM -7 S-� 117 CFM O 8x 16 Duct in Wall 294 - Room#10 FOR BID 12-20-11 Below Steps t CFM S_ Crawl Space project title: 106 57 292 CFM Room#11 CFM S- CFM -7 _ OYSTERPONDS S HISTORICAL 8 x 16 Duct in Wall 118 to Crawl Space CFM SOCIETY T VILLAGE HOUSE Room#9 RESTORATION Room#12 81 CFM S_8 ORIENT, NY 107 drawing title: CFM S FIRST FLOOR DIFFUSER & AIRFLOW PLAN -8 289 96 5 x 30 Duct in Wall CFM CFM to Crawl Space S-8--`0 Room#13 97 � 96 CFM drawn by: checked by: CFM S- JJC date: scale: O O WL Oc3/28/11 AS NOTED S_ drawing number: 1st Floor Diffuser and Airflow Plan HV= 2 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT IS UNDER THE DIRECTION OF A LICENSED Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education PROFESSIONAL. WHERE SUCH ALTERATIONS Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed ARE MADE THE LICENSED PROFESSIONAL Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing MUST SIGN, SEAL, DATE AND DESCRIBE THE the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or FULL EXTENT OF THE ALTERATION ON THE Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her DRAWING AND/OR IN THE SPECIFICATION. signature and the date of such alterations,and a specific description of the alteration. ret. n0.' 2011 —004.00 IN 1 -2 WARD �CIATES� PC -2 _2 337 182 175 191 CFM CFM CFM CFM architecture 281 281 landscape architecture CFM CFM engineering - surveying Room#25 Room #26 Room#27 Room#20 1500 Lakeland Avenue Bohemia, New York 11716 (631)563-4800 Room#21 T 6 East Main Street 128 C70 FM Room#24 170 CFM Riverhead,New York 11901 (631)369-8288 O -1 Enyln�riny0 PC F- Room #29 Room#30 Mod hiOal and EI9LMcd p 55 Road -1 Room#28 _1 _1 _1 M7atfltuck� ,N N.Y. 11952 175 IL/ 210 156 199 T:631.298.1986 899_ CFM CFM CFM f: 631.298.2651 CFM Room#22 _4 CFM Email: condoneng0optonllne.net 9x16 I 4 x 20 501 Duc Attic -2 Duct t ICFM Attic 326 _3 4 _3 185\,S-4 CFM CFM eft Room#31 seal: Ptd'fl� NEW Room#23 16 281 t.r,, �, F��,•,Q�' Room#32 CFM FOR BID 12-20-11 project title: OYSTERPONDS HISTORICAL SOCIETY VILLAGE HOUSE RESTORATION ORIENT, NY drawing title: SECOND FLOOR DIFFUSER & AIRFLOW PLAN drawn by: checked by: JJG date: scale: 09/28/11 A5 NOTED drawing number: HV=3 2nd Floor Diffuser and Airflow Plan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education STATE LAW PROHIBITS ANY PERSON FROM ALTERING Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed ANYTHING ON THIS DRAWING AND/OR THE ACCOMPANYING SPECIFICATION. UNLESS IT Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing IS UNDER THE DIRECTION OF A LICENSED the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or PROFESSIONAL. WHERE SUCH ALTERATIONS Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her ARE MADE THE LICENSED PROFESSIONAL signature and the date of such alterations,and a specific description of the alteration. MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 0 WARD ASSOCIATES, PC architecture 4" landscape architecture 4„ ` engineering - surveying 70 70 De midifier "Qf 45 e Notes**"""`, otes I 11111111 70 CFM I CFM CFM 1500 Lakeland Avenue Ir c DH � 0 Bohemia, New York 11716 145 00 1 CFM 239 Q ehumidifier ( 1) 563-4800 90 I 1 See Notes CFM 0 101 EB By p ss Damper H 45 ❑ 6 East Main Street 5 x and 10" CFM Riverhead,New York 11901 (631)369-8288 170 O O 4" _ Q ❑ Condon Enginew ft, PC 0 X CFM 256 45 I I F * X to CFM ❑ McCha>rCal and BeCfrbal ra*$oak>Ip CF ❑ m96 rn1 1 X cn �' 1755 Sigsbee Road Mattttuck,N.Y. 11952 V VD VD 11 x 11 VD VD VD D T:631.298.1986 V f: 631.298.2651 v0 V v0 v0 ❑ v0 Email: condoneng®optonllne.net 40U Zon 83 CFM Q 155 155 5" CFM Zone# per 4" CFM 00, CFM Damper Furnace Exhaust Vent per Manufacturer's Specs 91 91 CFM CFM seal: 0 �P�� , NtW 5 Dehumidifier 5" �e Note u ❑ DH 7 x 163 UFS *I l F;d CFM 117 CFM I FOR BID 12-20-11 project title: O X c � CFM ❑ 57E OYSTERPONDS �D CFM HISTORICAL N N"-4"0 SOCIETY 106 r292 CFMo VD C; CFM x T1- r °' VILLAGE HOUSE „/J( T - VDhi imiillifiar 118 RESTORATION CFM v0 H 0 ORIENT, NY a — drawing title: 81 System#2 �� CFM FIRST FLOOR 107 O DUCT PLAN CFM0) CRAWL SPACE 0) 110 X VD Furnace Furnace Exhaust Vent per Manufacturer's Specs I 511IVD 289 J CFM 96 CFM drawn by: checked by: JJG -JVD date: scale: 96 m9/28/11 AS NOTED CFM VD 97 Yo CFM drawing number: „ O HV=4 1st Floor Duct Plan - Crawl Space Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education STATE LAW PROHIBITS ANY PERSON FROM ALTERING Law,Article 145,Section 7209,for any person unless acting under the direction of licensed ANYTHING ON THIS DRAWING AND/OR THE Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing ACCOMPANYING SPECIFICATION. UNLESS IT the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or IS UNDER THE DIRECTION OF A LICENSED Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her PROFESSIONAL. WHERE SUCH ALTERATIONS signature and the date of such alterations,and a speck description of the alteration. ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 –004.00 WARD ASSOCIATES, PC architecture landscape architecture engineering - surveying 1500 Lakeland Avenue Bohemia, New York 11716 (631) 563-4800 Li U U Li 6 East Main Street Riverhead,New York 11901 (631)369-8288 Condon EngineWng, PC nAecnanloal and Elec ftal Enlgr,W" 1755 Slgsbee Road 182 7"0 175 191 „0 ttlU Matck,N.Y. 11952 281 CFM 0 CFM CFM 7 CFM T:631.298.1986 281 — ® — — f:631.298.2651 CFM Ito CFM — Email: condoneng®optonllne.net VD VD VD 0::—VD VD VD 14 x 14 14 x 14 '13 x 13 12 x 11 � VD VD VD VD VD VD VD VDx X ao N 170 r I CFM \ I 22 x 22 System#4 7„ System # 3 \ AL NEW 011071 se .��C.I* X S 1750) 281281 210 �o�� I I 199to CFM r � FM CFM CFM 326 I 185 "0 CFM CFM no CFM 899 '�1• / 501 466 CFM FES.w`�"'1'4 .. CFM CFM 13x12 — 12x12 FOR BID 12-20-11 project title: OYSTERPONDS HISTORICAL SOCIETY VILLAGE HOUSE RESTORATION ORIENT, NY drawing title: SECOND FLOOR DUCT PLAN ATTIC SPACE 2nd Floor Duct Plan - Attic Space drawn by: checked by: JJG date: scale: 09/28/11 ,45 NOTED drawing number: HV=5 STATE LAW PROHIBITS ANY PERSON FROM ALTERING Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education ANYTHING ON THIS DRAWING AND/OR THE Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed ACCOMPANYING SPECIFICATION. UNLESS IT Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing IS UNDER THE DIRECTION OF A LICENSED the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or PROFESSIONAL. WHERE SUCH ALTERATIONS Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her ARE MADE THE LICENSED PROFESSIONAL signature and the date of such alterations,and a specific description of the alteration. MUST SIGN, SEAL, DATE AND DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 –004.00 r----------------------- I I -----------------------1------------------------- ---------------------------- ---------- I 1 I 1 I I I I I 1 I 1 I I I I I 1 I I I I I 1 ------ --- -- ------ ------ -- ELECTRICAL CONSTRUCTION NOTES: �----- 1T --rl----n----n----r1-----I-r----------------------------------T�- nl-----�-- TSI---- rrr---TF-1-- -----n --------------------rte I II I III II i----ITT l I I I I I I I i i III II III I I III III I I III III III i ❑ REMOVE EXISTING ELECTRICAL PANEL AND UPGRADE SERVICE TO 200 ====� I I I I I I I I I III I I III III IIII III III III III I I AMPS WITH CODE COMPLIANT SQUARE D 30 CIRCUIT PANEL WITH 36 II II II II II I I I I III Ij I Ij I III III II 11 I I I I I I I I I III I I 11 I III III IIII III I II 11 III I 1 BOLT IN BREAKERS. RE-CONNECT NEW WIRING AND PROVIDE NEW -------- ----- ------- -- 7 II•.............. 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PROVIDE NEW PANEL CHART AND LABEL ---- 1 III III 111 111 I r-----------------------.------- -- 1 1 ..........L'll I II II 11 rr r III I 11 11 r .................I II III I I I I I I I I E I I III I I III III 1 1 J..I I............III III I I I 1 I .•' ''••.. 1 I I I 111 "• '•'•••••III I EAC CIRCUIT ACCORDINGLY. 111 III 111 III III f I I II I I I 11 1 11 1 III I II I I I III I architecture ecture 177 _ __- I I III II I II II 1 III III I 1 I II III tl ----� I I I I I I I I �•••a,• I I II I I I I II 1 III III I I II 1 I II I I I II III EI I I 1 Iil lit lit 1i1 til ;I r��"� ----------- --- -------� P❑ REMOVE EXISTING WELL WATER WATER PUMP, CICUITS, CONDUIT AND landscape architecture 11 I I I 11 1 11 1 I I III III 111 lil ISI .I I I I I I i t I I III III I I II I 2 1 II 1 j1 11 1 n n 1 ill I WIRIING INCLUDING OVERHEAD ELECTRICAL TROUGH. REMOVE EXISTING I I 1 1 I I :1 I I I III I I I III III LL I I I III lq l I engineering Su I I I I I I I ;I �_____ _____ ___ ___ ---- I III II 11 III III I i II II it R I II III 11:1 I WATER LANK AND DISPOSE OF LEGALLY. engin ring - surveying 8 1 - 1 I II 118 I 1 I I I I I I I I I I II I I III II t I © © � II r. I ❑ PROVIDE NEW MC GABLE TYPE WIRING THROUGHOUT THE CRAWL SPACE 1500 Lakeland Avenue I I E I I I III I 11 i II 111 III 111 III II 111 II ly I 3 I I 1 1 1 1 I I I I I I L___—_—__ _ ___ 1 I I u 1 11 111 11 n 1 I I I 1 111 11 1 TO FEED CIRCUITS ABOVE. PROVIDE NON-CORROSIVE HANGERS AS PER I I I I I I I I I I ________-_ I I 3 F_________ _________ __ _ ________ d l III II I II II III III I I II II II II I II 111 II I:, 1 1 NEC REQUIREMENTS. 1716 1 =____� I I I I I I I I I II I II III II I' IBohemia, New York 1 ---------l�J --- ---- � l.lJ............... .II........... 1 I1 III III I I I� L I I --__-__ 11 I I II II III 111 I I I I I I - -_L--_-_ - _ I "•. : I I III I III II III III I I L----------- I I I I r= =-=1r fr - I III I I f I I I I I I III III I 1) 563-4800 --------- 1 1 1 I 1 1 1 ul II II II = COORDINATE AND PROVIDE NEW POWER CONNECTIONS TO SUMP PUMPS, ■ ------ -------- 1 1 III I :I I it II III III 1 1 1 1 II •'• ------J---- r I III � 1 ',t 1 ii II II 1 I I III i it ii i ii iii 1 MECHANICAL UNITS AND DEHUMIDIFIERS IN THE CRAWL AND ATTIC II II II Id.r ...... .1 ....... 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I 1fFI:F =____...........-:_= project title: __________ Inl u I _- __________________ OYSTERPONDS IIII II �_____________________ HISTORICAL ------------------JII-------- -------- III - ---------------- -------- u11 __--- 1111 ---_= SOCIETY ---- ------------- 1111 --------- ---- ------------- IIF=== --------- IIII VILLAGE HOUSE nll RESTORATION II 111 / � \ 3 ORIENT, NY �� i -�IIIF III II II II II II II II II ' drawingtitle: '• i 111 I I I I I I I I I I I I I I I I �:, �`-J ,' •. .•' �11�________________ 1 nl n n II n n II u n •. .••'' ••''• o __ ___ 1111 I III II II II II II II II II '' ' 1 1111 II II II II II II II II CELLAR/ CRAWL --------- -------- II ------- --------- --------SII ----- ---------- I I I I .... ELECTRICAL nn fill ------- -----�=-== 111 -------- PLAN fill - IIII ----- - -- -- I --------- II II II ----- ------ -- L II --- - ------------------JI ---- ----- drawn by: checked by: L.M.F. L.M.F. date: scale: 1 09/28/11 AS NOTED I I --- I - ---------------------�' ' drawing number: II E = 1 II STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE CELLAR / CRAWL SPACE ELECTRICAL PLAN ACCOMPANYING SPECIFICATION. UNLESS IT 1 0 2 4 B IS UNDER THE DIRECTION OF A LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE SCALE 1/4" = 11-011 FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 1 A-6 ---------------------------- ----------------------- --------------------------------------------------------------------------- 11 I _ _ _ ----------v---------- _�---------- ----------L_ ----------v--------- - ----------v---------- �'---------- _ ---------v---------- I � III III I I III III I � III III I I III III I � III III I I III III I I III III I r----I III III I I I I'I III I I ELECTRICAL CONSTRUCTION NOTES I : WARD ASSOCIATES, PC I I I --- --- , I II I I i REMOVE ALL EXISTING WIRING FROM SOURCE TO TERMINATION OF EACH architecture CIRCUIT THROUGHOUT INCLUDING FLEXIBLE METAL JACKETED WIRING ON ROOM � � I ELEC. WOOD BASE MATERIAL INDICATED BY A DASHED LINE ON THE FLOOR landscape architecture L-- ® i PAVERTE ; PLA". engineering - surveying ROOM 1500 Lakeland Avenue VESTIBULE I Bohemla, New York 11716 -------�--- II ® I -- _-- ° O1 (631) 563-4800 ° ROOM -- --- L_ COVER 6 East Main Street ------r-- ' ° I PLATE ® I Riverhead New York 11901 I ° I 1) 9 288 I ° I I ° I ° , I Condon Engineering, PC I ° I I I -------° i I I McChanl0a11 and 8whlod B**x " -------------- I ZQ 1755 Slgsbee Road I i i Mattituck,N.Y. 11952 ROOM ------- , ROOM IT:631.298.1986 ; ; ------- 07 JCOD ' f:631.298.2661 I II Email: condonengQoptonllne.net I � ii SD I ROOM ' LT I II ® I I I I I I -- ----------------------J I I � I I I I I ' seat: p� NtW Yp DINING ROOM , I 2 ® 4J 2 OF��cc1��wP� I I I I I I I I FOR BID 12-20-11 I ' 11 R. T project title: I I r----- - -------------------- ROOM I L------------------------------------L---�:-�: to OYSTERPONDS -- SD I ROOM HISTORICAL 11 SOCIETY ELEC. ' COVER - VILLAGE HOUSE PLATE ------------------------J RESTORATION ..................... I KITCHEN ul] ORIENT, NY ® TOILET I I � drawing title: 12 I II II I rl ` ELECTRICAL I OO FIRST FLOOR I I PLAN ----------------------------J ------------------------------------= drawn by: checked by: T.S./D.M. L.M.F. date: scale: --- - -------------- - ROOM m9/28/11 ,4S NOTED 13 drawing number: ------ ----------------------------- E = 2------ ------------------------------ 1 A-� STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE FIRST FLOOR PLAN ELECTRICAL ACCOMPANYING SPECIFICATION. UNLESS IT 0 2� 4� 8� IS UNDER THE DIRECTION OFA LICENSED PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL A_ MUST SIGN, SEAL, DATE AND DESCRIBE THE SCALE 1/4" = V-0" FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 1 A-6 �- ----------------,-7-----------------------I-, --- -----------r-T----------------------r--r----------------------r,-----------------------r �L�CtiZIC�4L CONSTRUCTION NOTES: I- LJ LJ LJ LJ LJ � I I I ' DISCONNECT AND REMOVE ALL EXISTING WIRINGBACK TO PANEL AND INSTALL NEW CODE COMPLIANT *12 GAUGE WIRING. RECONNECT EACH i I DEVICE AND VERIFY OPERATION. --------------------------------------------------------------------------------------------------------------------------- I ' I I � I I � I I I I I WARD ASSOCIATES, PC I i I ROOM ROOM ROOM architecture ' REMOVE EXISTING STARHALLC9D 26 27 landscape architecture I TRACK LIGHTING ROOM ® I engineering - surveying FIXTURE AND INSTALL ❑ ' 21 NEW LIGHTING 1500 Lakeland Avenue SUPPLIIED BY OI-15 -- -- r (±2� ) i Bohemia, New York 11716 ❑ _ - - �� (631) 563-4800 I 6 East Main Street I ° 113, ° ° 13 Riverhead,New York 11901 I ° ° ------ o o i l AY --_--_ ( 1) 9-8288 13 ------ ° 11CorickmEngineWng, PC ------ ° ° IMod KE dons and ew ow&%*%er V ° ° ' 1755 Sigsbee Road Mattituck,N.Y. 11952 T:631.298.1986 I ' I TOA TIC ' LIGN UNG =====i' i f: 631.298.2661 ° U ; Emall: condonene®optonline.net ROOM -- ® __-- ROOM ROOM ROOM - --- CAD Cg�D I _ SECURITY PANEL ABOVE DOOR ' I I I I I i I I I I I ---r-- ROOM --�--------------------------------------------------------------------J I I I 31 I ROOM ❑ seal: 0�•NE I ❑ I �� N ❑ I I ' 2 i 2 A-6 i I --i-------- ---------� I I I I I ES91t)�A� ROOM ' I I I I I I Ell FOR BID 12-20-11 ILI ' ' ' ' ' ; project title: ' I I ' � I I � r- I L__________________________________________ _ _____________________________________ -- -----------------, OYSTERPONDS I HISTORICAL I I SOCIETY VILLAGE HOUSE RESTORATION I ATTIC SPACE ; ORIENT, NY I I drawing title: I I I I I SECOND FLOOR I -------------------------�' ELECTRICAL PLAN drawn by: checked by: OPEN TO BELOW T.S./D.M. L.M.F. date: scale: O9/28/11 AS NOTED drawing number: E =3 I A-7 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ANYTHING ON THIS DRAWING AND/OR THE SECOND FLOOR ELECTRICAL PLAN ACCOMPANYING SPECIFICATION. UNLESS IT 1 m 2 8 IS UNDER THE DIRECTION OF A LICENSED N�TM PROFESSIONAL. WHERE SUCH ALTERATIONS ARE MADE THE LICENSED PROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE SCALE : 1/4" = 1'-0" FULL EXTENT OF THE ALTERATION ON THE DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 201 1 -004.00 --- -------- ---------------------TT----------------------rT------- --- ----rT--------- --------r� ---------------------- 7 ---------- ---r ELECTRICAL CONSTRUCTION NOTE �- T� LJ LJ LJ LJ LJ I DISCONNECT AND REMOVE ALL EXISTING WIRING15ACK TO PANEL AND INSTALL NEW CODE COMPLIANT 012 GAUGE WIRING. RECONNECT EACH DEVICE AND VERIFY OPERATION. I 1 I I -!--- ------ ------ ---- �\-- I - r------rT-----�r----Tr•-----r)-----,T------I-�-----rr----�7----n------rl-----Tr-----T�------Tr•----,T-----rl-----7r-----Tr------�r-----� T,---�-- / 1 1 1 1 I I I 1 1 I I 1 1 I I 1 1 I I 1 1 I I 1 1 I 1 1 1 1 PROVIDE NEW MC GABLE TYPE WIRING THROUGHOUT THE CRAWL SPACE I ` I II 11 it II II II II II II II II II II II II II II II II II 11 I ,, I I TO FEED CIRCUITS ABOVE. PROVIDE NON-CORROSIVE HANGERS AS PER NEC REQUIREMENTS. WARD ASSOCIATES, PC I I �\ � I it II II it II II II II II II II II II II II II II II II ii � I i:' I COORDINATE AND PROVIDE NEW POWER CONNECTIONS TO SUMP PUMPS, architecture 1 �`� 11 II II II II II II II II II II II II II II II II II II II II II .i' I ��11 11 11 I I 11 I I I I I 11 I I I I 11 I I I 11 11 I I I I I I I I I IV/ I ❑3 MECHANICAL UNITS AND DEHUMIDIFIERS IN THE CRAWL AND ATTIC - -------\��\\ SPACES 0= THE BUILDING. landscape architecture II II II II II II II II II II II II II II II II II II ,, engineering - surveying I � II II II II II II II II II _ II II II II II II II II II NV1J 5ry� 1 Lakeland Avenue �Vp� I .`1 hBmla, New Q rk 11716 (63�) 563-4800 1 � . 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T:63 1.298.1986 f:631.298.2651 ?T Email:---------- condanen ® tonllne.net �_-- A I i / it II II II II II II II II II II it II II II II II II 11 .\\ I I /,' I II II II II -- II II II II II II II II II II II II II II II 1 I • I I I I I I I I _-- I I I I I I I I I I I I I I I I I I I I I I I I I I I � I I ,'. II II II II -II II II II II II II II II II II II II II II 11 `:. I �-- - --� / 1 1 I I I I I I --- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I •<----- - _--� I ,'i II II II II rl-I II II II II II II II II II I II II II II II II 11 `�� 1 I 1 II I ` I \ I I , i I /,/ jl Ij II II II II II II II II II II ISI II II II II II II II II 1 ---I---1L ------1 i------1L----L1----1L-----L1------LJ------11----J1----1� ----1L-----J1-----1+-- -�L------L1-----1J-----L1------11-----11------Jl------i1------1i---------- I I I seal: �p'E NEW I I I l I I I gI Aro i I i)5 I 1 i 1 �--- ----------------------- I � I I � I I 1 I � I I 1 I FOR BID 12-20-11 I 1 I o ; project title: I ; � I --------------------- OYSTERPONDS I HISTORICAL I I I SOCIETY I I I I VILLAGE HOUSE -- ----------- ------J RESTORATION ORIENT, NY drawing title: ATTIC ___________________ __ ELECTRICAL PLAN drawn by: checked by: T.S./D.M. L.M.F. date: scale: Oc3/28/11 AS NOTED drawing number: E =4 1 STATE LAW PROHIBITS ANY PERSON FROM ALTERING ' ANYTHING ON THIS DRAWING AND/OR THE ( ACCOMPANYING SPECIFICATION. UNLESS IT ATTIC ELECTRICAL PLAN 0 21 41 81 J IS UNDER THE DIRECTION OF A LICENSED tN �i H ALTERATIONS ARE MADE LICENSED PROFESSIONAL.THE WHERE CPROFESSIONAL MUST SIGN, SEAL, DATE AND DESCRIBE THE E_ /� SCALE : 1/4" = V-011 `'// FULL EXTENT OF THE ALTERATION ON THE T DRAWING AND/OR IN THE SPECIFICATION. ref. no.: 2011 —004.00 0)