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Home My WebLink About31172-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31599 Date: 06/07/06 THIS CERTIFIES that the building NEW DWELLING Location of Property: 2575 GLENN RD SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 78 Block 1 Lot 33 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated MAY 16, 2005 pursuant to which Building Permit No. 31172-Z dated MAY 27, 2005 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE, COVERED FRONT PORCH & REAR DECK AS APPLIED FOR. The certificate is issued to PRESTAN HOMES, INC. (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-040-141 04/06/06 ELECTRICAL CERTIFICATE NO. 123393 03/14/06 PLUMBERS CERTIFICATION DATED 05/24/06 SHOREHAM PLUMBING & HEAT. 4 v P4Aorized S gnature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31172 Z Date MAY 27, 2005 Permission is hereby granted to: M DOUGHERTY (DEMILT) 72 NASSAU ST. ISLIP TERRACE,NY 11752 for CONSTRUCTION OF A NEW SINGLE FAMILY DWELLING WITH ATTACHED GARAGE COVERED FRONT PORCH & REAR DECK AS APPLIED FOR at premises located at 2575 GLENN RD SOUTHOLD County Tax Map No. 473889 Section 078 Block 0001 Lot No. 033 pursuant to application dated MAY 16, 2005 and approved by the Building Inspector to expire on NOVEMBER 27, 2006 . Fee $ 1, 660 . 80 Authorized Signature ORIGINAL Rev. 5/8/02 JUN 01 '06 OSc41W SOUTHOLD DUILI'ING E31 7G5 9522 P. 1 Form No.6 TOWN OF SOUTHOLT: BUILDING DDPARTM ,NT TOWN anti, 765-1.gQ2 2-r APPLICATION FOR("ERTIFICAIFt OirOCC>� /1 4,. �, ItQQ• Otl� �14Y�t , �c�,�,114H -ukp;.�sntcr.�t'.nk �iid sut+(ri,tted to th'�I3u - �, a #g 1646 the fpiloatng.: A. 1F4 or new building or uew uac: 1. Final surczry of propeety wi,,h aa.t.u•atc lockic,n of ali buildings;prcpetty(fines, Oreots, and unusual natural or t0p0gr1LplUc faatuves 2. Final Approval from health Dept. of water supply and sewerage-disposal(5.9 form) • '-k""Oval of elaotnosl inatal.latiot,,ft0m I fiord of Fire linderwriters. 4. twot7z Statement from Plasm, a cnt'ufyinp;that Lite solder used in sy,tom contains less a, 11 10 of 1a/ lead. Costuru rCial building, it clu+ r ai :avttldtng,r.,ultiple e0sidszlees and cinlilar buildings and installations, a ccdifioate of Codt Cornpiiance!irrrr, a chttact or cng'inem responsible for dze:wilding. S'ul'rtt'�it Pl:anr,:l.nglitoaid Api^s•cwa' ofrc:nz1>lsfcd aiir.planrequiren+aFzts. a. ituf existing buildings(prior b:.,,tpril 4, 1957; non-conforming ures,or buildings and "pre-existing"land uses: fraturata ,urvey of prnp;riy slurs iu{;all I;r,lte;rty(fines, etroets, building and unusual natural or topographic features. 2. A properly completed appl.i;eitiotc a;td conscn; to inspect signed by the applicant. If a Ceitificate of Occupancy is denied, the Brilding jrLp c Or shciJ state thte reason..)cherefor in writing to the applicant. C. i<eeti 1, Cenifeate of(.)carpat,4c - P;eu t:w<;lling?:i;.(:U, Acidi�icrc�s to d+�citing $25.00, Alterations to dwellhig$25.00• Switnrnirag parr! $25,00, Accer;ory uuiiding$25.00, Additions to ac.essory bAldirtg 525.00, Businesses$'50.G0, 2. C wtiFcate of(lc'oUpal c j ori [h c-c,:isting L+oiId!ua- $100.00 Copy ofCeatit:icaieo4'Lt;.euparzry h.25 4. Updated CLL-tilicim-of .)CClll)R:IC} -. ,�+,50.0() 5. TomporaryCertifteatentOcerrpcu1: iZe3int.nncl $)5.00; (:Jomuzerc'-ialg15.00 i•Vew C`szst:votion: __._......--x- .,__.._.. 0::1<,i:Pre:-existing 13utldistg: _-- ._.._..__,_,._ I, ocauouofProperty: Glenn Road (check one) lo usr. ._._ _ Southold —��---- 5 trect )w ur c,r O%ariersorprchcrty PRESTAN HOMES, INC- Hanilet ut'u1kC'ounty Taxidap No iti(icr, Srcticr, 78 Block 1 Lot 33 Sut:d:r'iriut; West Creek Estates at Southold File-1 tap. 3848 Lot. 27 -- -- __.__—.--- PemlaA o. 31172 - -- — - - l,att cfl-;:rtut 5/27/05 41,p;ican- _DEMILT 13erld'tl)ei.)t A.hpt;vap 4/6/06 1'nd�turiteraAoproval: 3/14/06 F'lar,uingFoard Approval. i:eruesi for i"eutpnrary Certlficat% Fina! l'e,ti.i:'cate. x - ____..__._-- (check one) t"ee 5;ib7rtittcd: y 25.00 t —~ - ApPh azzt S ature C��o305 Co Z7315 9 9 LONG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Application No.: 123393 670 MIDDLE COUNTRY ROAD permit Number: 31172 ST. JAMES, NEW YORK 11780 Block: Lot: (631) 265-3075 Fax(631)265-6057 Section Owner: Prestan Developers Agent: Triangle Electric Address: 2575 Glenn Rd. Address: Post Office Box#61 Municipality :Southold NY St. James NY 11780 License#: Irian OwnerPhone Agent: No. ITEM SIZE No. ITEM SIZE No. ITEM SIZE 36 Switches: 0 SubFeeds: 0 PooIsAbvBIo: 44 Receptacles: 0 Timers: 0 PoolslnGround: 6 GFCI Devices: 0 Transformers: 0 Pools Filter: 0 Dimmers: 2 ACEquipmentCentral: 30/30 0 Pools Lights: 53 MediumBaseFixtures: 0 ACEquipmentWindow 2 CO Detectors: 0 FluroescentFixtures: 0 MotorsbyHP: 0 Disposal: 0 HID: 0 Generators: 0 Metal Halide Lamps: 1 RangeOvenCookTop: 40 A 1 WhirlpoolHotTub: 0 RefrigUnits: 1 DryerElectric: 30 A 0 Microwave: 0 WalkinBox: 1 ExhaustFans: 0 WaterHeaterElectric: 0 ExhaustUnit: 1 CellingFans: 7 SmokeDetectors: 0 SteamShower.. - 1 DW: 0 TrackLightingStrlp: 0 BreadWarmers: 1 Laundry: 0 ElectricHeat: 0 GarbageDisp: 3 HeatingEquipMotors: 0 PumpMotor: 0 CentralVac: 0 ExitSigns: 2 Disconnects: 0 ChandelierLifts: 0 EmergencySigns: 0 FutureOutlets: 0 ElevatorLifts: LOCATION OF WORK: ❑v'Basemen W FirstFloor L/] SecondFloo W Outside ❑ Addition ❑ Survey Evf] New Const. Comments New Residence Unfinished Room Above Garage Final 3/10/06 /Additions ESM Temporary OH �J UG El 200 Phase: 1 Volts: 240 WireType: (; Conductor 2/0 # Meters: 1 FSt. Electrical Certificate Certificate No. 123393 NG ISLAND ELECTRICAL INSPECTION SERVICES, INC. Issued on: THIS CERTIFIES THAT 0 CAL DISTRICT 3/14/2006 INSPECTOR CONDUCT AN S CTION OF THE Prestan Developers VISIBLE PORTION OF E ELE I L INSTALLATION DE BED H IN NO IS 2575 Glenn Rd. COMPLIANT WIT TH CURR T N TIONAL Southold NY ELECTRICAL DE. le Electric ffice Box#61 IAEI Certified Inspector es NY 11780 �o�gUFFQ(�-C Town Hall,53095 Main Road ua : Fax(631) 76.5-1823 P.O. Box 1179 Telephone(631) 765-3802 Southold,New York 11971-0959 ��l .�� BUILDING DEPARTMEMr TOWN OF SOUTHOLD CERTIFICATION Date: Q Building Permit No. 7.22, Owner: _ (please print) (� Plumber:C. (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this d' of -- 20��Q �peryy�0e C. � N0MaF7 9ew Em Yodt sept Notary Public, -County 3� �o��of8011 o6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: ©� ^ C 0- DATE Z2- Deo INSPECTOR TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL (iel) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATEINSPECTOR �� o�,�oe souryo6 31179-- TOWN 117 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING KFINAL X ; n�c [ ] \ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION R-E/�M�JARKS: VL A4n,- 9 DATE T—�� 0 INSPECTOR OF SOGTy�6 • TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ETY INSPECTION REMARKS: �Zdr9- . �uL- STS ol, WI bk DATE INSPECTOR SOF SOl/TyO* • �O coum TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ 71NSULATION PLBG. FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY ( ] FIRE SAFETY INSPECTION REMARKS: DATE 1I INSPECTOR ` oe souryo� y p• �n cou TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] F ING / STRAPPING [ ] FINAL [ FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE �� 10 © INSPECTOR 3 c gaff SOUTyo TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ROUGH PLBG. [ IF DATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ) FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: C C.. z2 ZZ 12 DATE INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] Fo DATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATEINSPECTOR hO�,�OF SOUTyo6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION (X FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: /v 1 . DATE / �O �� INSPECTOR FOUNDATION(2ND) �-AW"N'wi ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE Awl W,ml -FlOw�AA / ,�ai�r ,• �iya '+/�� ice!' L � � TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the follng,before applying? TOWN HALL Board of Health ✓ / SOUTHOLD, NY 11971 4 sets of Building Plan TEL: (631) 765-1802 Planning Boa approval FAX: (631) 765-9502 Survey www. northfork.net/Southold/ PERMIT NO. :311-7.1-jt:7' Check--A Septic Form N.Y.S.D.E.C. � Trustees Examined '/�Iyd ,20� Contact: Approved (JET,205 Mail to: Disapproved a/c Phone; 6— 6.56-,5J6 Expiration---4-')-J—,20040 F Building Inspector L{� V4 620 �{ - ( APPLICATION FOR BUILDING PERMIT Date 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of`plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areA, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing, the extension of the permit for an addition six months.Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions,or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder ©wrtP,Ic- Name of owner of premises rq , M; /4' (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed wor�j will be done: / / s:�,s G/Enn 12.d .� Ac� lCl House Number Street Hamlet County Tax Map No. 1000 Section 070r. oo Block 1, 00 Lot ,33 Subdivision t✓e4 1--rea/c Pees Filed Map No. 38yAf Lot ;L 7 (Name) 2. State existing use and occupancy of premises and intended use Jand occupancy of proposed construction: a. Existing use and occupancy VA--- ie) l 1 avt C! b. Intended use and occupancy /(�� ,i 2 �ia w. ��/ �C+" e- 3. 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work ;Ve u/ c74.-.vi (Description) 4. Estimated Cost C1. O Cy Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars a 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front C Rear 4�-cj Depth .30 Height v't C1 Number of Stories ':;k Dimensions of same structure with alterations or additions: Front Wefr Depth 30 Height Number of Stories Q 8. Dimensions of entire new construction: Front G''% Rear C9 Depth 3b Height Number of Stories 1-1 9. Size of lot: Front Rear---t 76 Depth / hf 7 / 10. Date of Purchase ,i �� /Uh Name of Former Owner &rId e�I' 1 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES ✓ NO Will excess fill be removed from premises? YES NO 7..1 NA55A✓ tJ y :Awo 14. Names of Owner of premises . es m /tAddress5�51O? re "`c +ir Phone Not I-10CC5o"5�dc Name of Architect #"d Gel,hra,J Address3f!J�;;,i,.s/- Z. v Phone NoLc3d aa6.31o8 Name of Contractor S,4 . es L�)e,M,I>L Address Phone No. 15/6)) --s-, hJ� 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO t/ * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS�vIAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES t/ NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. SwornLl+q before y e this I 1 da of 20_0_,5 Notary Public Signature of Applicant LISA M.PENNY Notary Public,State of New York No.01 PE611 W19 Qualified in Suffolk County Commission Expires 011 o'?D(or rY TJ IVT i �: r Applicant/ Date. . Owners Nettle:... 'Reviewed: Architect) Qate Engineer:. �1 < 6 _ —_ Submitted: fs SCTM #: �3 District: 1.000 Section: 131ock: �_ l,oi. Project c Subdivision Location: 2 'S 75 -- Name: Sin&le 8-, separate Required cefltf,cation: (YesNo) A _ s � 0 Rte. v. rff � Rey. j • 1_onin Uislricl:�A (l,ot size: .� Aclual: I (I_oc cuvcragc Prupuscd Rcq. Req. ) // Roq. (Tion)Y4"d L'� Proposed: // I. (Side Yard /^ Proposed: (Rear Yard �._ Proposed _ Project Desoription: 1 AGE NCYAERW-M REQUIRED RED FOIL RE VIEW N.A. NO YES r Suffolk County Health:Dept. ✓ 10-Of-,o t L N®w York State. D.E:C. Town Tnmtees Town Zoning Board approval: Town Planning Board approval: Flood Plane Elevation M Flood Zone: . S Town Of Southold P.O Box 1179 Southold, NY 11971 * * * RECEIPT * * * Date: 05/16/05 Transaction(s): Reference Subtotal 1 1 Septic Permit-Construct- Resid. 3467 $10.00 Check Total Paid: $10.00 D L Name: Demilt, James 72 Nassau Street Islip Terrace, NY 11752 Clerk ID: LINDAC Internal ID:3467 TITLE NO: 61249 District: 1000 Section: 078.00 Block: 01 .00 Lot: 033.000 Town of Southold Southold, New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership by James DeMilt and his/her predecessors in title since prior to 1997 except as follows: (see attached chains of title) The liability of the Company is limited to the $25,000.00 of Insurance to the Town of Southold. Dated: May 5, 2005 FIDELITY I NA TI NSURANCE COMPANY SANDRA J. GOLESKI Sworn to before me this 5th day of May, 2005 ' /dv 1h4p Notary Public MARGARET VOLLMOELLER Notary Public,State of New York Nfi d i V0ffolk C9 Qld Qualified in Suffolk County commission Expires August 29, TITLE NO. 61249 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) Sandra J. Goleski, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-078.00-01 .00-033.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1997. SUBIECT PREMISES: 1000-078.00-01 .00-033.000 Thomas P. Dougherty Liber: 11046 cp 01 To Dated: 3/2/90 Mary Grace Dougherty Rec'd: 4/4/90 Eva G. Heifetz Michael P. Dougherty Thomas P. Dougherty, Jr. as tenants in common Abraham Bender Liber: 11329 cp 523 To Dated: 8/1 /91 Michael Bender Rec'd: 9/9/91 Rhoda Bender, his wife FIDELI SURANCE COMPANY SANDRA J. GOLESKI Sworn to before me this 5th day of May, 2005 Notary Public MARGARET VOLLMOELLER Notary Public, State of New York No.01VO5032469 Qualified in Suffolk County,,76V& Commis0on Expires August 29,— 2 Michael Bender Liber: 12378 cp 208 Rhoda Bender Dated: 3/9/05 Michael P. Dougherty Rec'd: 3/23/05 Thomas P. Dougherty, Jr. Eva G. Heifetz Mary Grace Winston formerly Mary Grace Dougherty To James DeMilt LAST DEED OF RECORD PREMISES NORTH: 1000-078.00-01 .00-010.010 Kathrina J. Oliver Liber: 11569 cp 409 To Dated: 10/29/92 Jon Baxendale Rec'd: 11 /9/92 Laura A. Sedell, joint tenants with right of survivorship LAST DEED OF RECORD PREMISES EAST: SLEEPY HOLLOW LANE PREMISES SOUTH: GLENN ROAD PREMISES WEST: 1000-078.00-01 .00-032.000 Ernest E. Wilsberg Liber: 6147 cp 352 Harold W. Wilsberg Dated: 4/27/67 To Rec'd: 5/4/67 John A. Wallace Irene Wallace, his wife FIDELI NA ITL SURANCE COMPANY SA . GOLESKI Sworn to before me this 5th day of May, 2005 Notary Public MARGARET VOLLMOELLER Notary Public.State of New York 3 No.01 VO5032469 clualif6d in Suffolk County q)Od(O Commission Expires August 29,— John A. Wallace Liber: 12004 cp 16 Irene Wallace, his wife Dated: 11 /15/99 To Rec'd: 11 /30/99 Hilda Garbarino Hilda Garbarino Liber: 12074 cp 526 To Dated: 9/15/00 Hilda Garbarino Rec'd: 9/29/00 John J. Garbarino RECORD OWNERS AS TO 50% John J. Garbarino Liber: 12093 cp 138 Hilda Garbarino, his wife Dated: 12/22/00 To Rec'd: 12/28/00 Kim-Marie Coruzzi (12.15% interest) John J. Garbarino Liber: 12128 cp 269 Hilda Garbarino, his wife Dated: 5/18/01 To Rec'd: 7/6/01 Kim-Marie Coruzzi (12.15% interest) John J. Garbarino Liber: 12226 cp 397 Hilda Garbarino, his wife Dated: 1 1 /13/02 To Rec'd: 12/20/02 Kim-Marie Coruzzi (11 .55% interest) John J. Garbarino Liber: 12272 cp 03 Hilda Garbarino, his wife Dated: 5/13/03 To Rec'd: 9/15/03 Kim-Marie Coruzzi (11 .55% interest) FIDELI TI URANCE COMPANY SAND J. GOLESKI Sworn to before me this 5th day of May, 2005 Notary Public MARGARET VOLLMOELLER Notary,Public,State of New York No.91 V05032469 Qualified in Suffolk County'�')QQL/' 4 Commissibn Expires August 29,.E John J. Garbarino Liber: 12355 cp 725 Hilda Garbarino, his wife Dated: 10/18/04 To Rec'd: 11 /18/04 Kim-Marie Coruzzi (2.6% interest) RECORD OWNERS AS TO 50% FIDEL TIO L T SURANCE COMPANY 7 SANDRA J. GOLESKI Sworn to before me this 5th day of May, 2005 �&/VjMgcVAL - Notary Public MARGARET VOLLMOELLER Notary Public,State of New York No.olVO5032469 Qualified in Suffolk County��' Commission Expires August 2g, 5 > J � \ nAr FArsm/a ar wars or vur aAvnAwrtFo ALIOMIRRI CN Aaornew AAD/M FAmrNrs or RFCew r W RRR"Iff r rs A N,YAI IDN Q \ ^ AD ANY. IN)I S1PYN ARF MOt FO IIIDN LAN' �[AFM 1flRR SM IE L a �Q CU^[S W M YwKYW NOr BFAw 5 Oy`w 4� /JL{ `Lk/ mF uw RAL"WODipT wIT sFµae 'N' F�wossP RAL suu Nor ec mNvocR[D EL 105.6 LOT 8 ti 3 0��` MW A vAAD nmc aor �� • DWELL o 4�P ONLY m w RpImia'N�MALIN m"`e sLnlcY 4?2 pw c/W Yt Prestan Homes, Inc. Lor zz f P.O. Box 743 a"w'""FD'AAO a N6 Md.A ro Y A RilF CDURANr, XIN t6Y "0 FEW A AW VACANT � DWELL LFMP'MG NSRroRa LI53D IrRffDl. AAO Miller Place, NY 11764 ro Rr AsLaFFb a R;F UN INSR- WOODED 1<S• C/W L CKIWG CASTING M". QMAANIFFS ARF Nor nAN AR LOT AREA 25,804.298 SO. F- GRADE OR 0.592 ACRES 1810• 0, FINI6MED GRADE LF/LRUdG o M,N. EL: l0'•j 9 01 of ��.d — rzL.lol.ej �E a 0 1 PITCH PIT-" /e':I2'• S•+ <.P _EL= 919 'e ,��/) Iooe DIAL ST LOT 28 'e n wD' oCCK F N -�-_- 3 6'D. WATER EL= 94.^j vncANr ?e. :r sm-wrAw--y Sys'fEM PfLOFII_e: � � W Ip GF 4. �ESTy FR. '; Va CERTIFIED T0: = oes FF Sto 2Sjs N' �• FRFSTAt-A \AOMSS , 11.IC• 0 foCo.3 , ', +21pG.E. /39 9�• \'�` Q AFF12N1A7cVE LAND SF-2VICES, INC• F1OTNAT EL\ `f tOtiA-L TITLE 11.aS , CO. !0 34.6. �O34.5. R IS.e. Q , J `eVe PeRCq h I Z e, Z Q .6� W \ IAt>C> CONST. 9 IS - oS I J� Abd IC ERTS0 -4-OS 2 REY. KSE- 8 2 OS l � ' )\ ,1J},� <� n 7lVK` ACT, vLATERS F•�� d._2L.-oS � 11�^IQ W � \ `�1 �U�IUJ�O1 REV. 0ss. � 4 -1Z- OS N ul I \ J� Ll� Lam:( -// REV. F{R.P. SAN IT., II - IS-P \ T ��)^ L t 4 &4r \ EL 1010 w .5 METAL 00 w 2' "r 230'3 PALE SV7 , iRn8 . POLE `(I _ CGUARD \ \ + Y co _..m � DA RK BROW N __ _____------_--- — OO30• ORAIL SANDY LOAM (OL) � O 1013 t00.? EL 102.5 BROWN SILTYEP ` $ w SAND (sM)152. 72 w EL 99.5 CL 101,4 CL 1006 CL 1015 GLENN ROAD (50 ) PALE BROWNWATA MAw -' DwEu FINE TO MEDIUM EP 100.8 P 100.2 _F�► / A A -_ �/\�_ 9- . - SAND (SP) —__ �- POLE L/W EL 94.9 i_, Iv � WATER IN PALE BROWN FINE TO MEDIUM SAND (SP) EL 88.0 LOT 24 / C/ �eDWELL LOT 25IID TEST BORING 'PA.TCK A W'- ; 19, SIL 996 $$�� ,1 WELL D WLL 08-04—Q4: SURVEY OF LOT 27 OF MAP OF of NFAkL WEST CREEK ESTATES AT SOUTHOLP 9�P� ANG. w10 vO w FILEo : JAQ. 28, 19 3 K10. 3848 0� �OpG 9�r �w h TOWN OF: SOUTHOLD , NW3 LISA MCQUILKINL.S. SUFFOLK COUNTY, NEW YORK � � uoTE: Surveying and Land'Plannin DATE: 08-10-04 JOB NO. Q449-04 SCALE: 1" = 30' EXISTING K ELLS y g g ° °e �iscoNeJcc reo FROM 274 EAST MAIN STREET DIST. SEC. B<_K. LCT ND SOP" RESIDENCES HO V-P-D UP EAST ISLIP, N.Y. 11730 S.C.T.M. NC. 1000 078.00 001.(0 033.00 To •4,IATER MAINS- `AJELLS 1 CONSur6E(7 USED Fop- (631) 277-3605 IME CX52lICE CF R/ M a WAY WAUnN"I ALIERAI M AOOIn \ AND/OR FIS{ Y,D<RECORD r M 11x5 S Wr IS A WO,A W 1 °AA INI ND!SNOMM IRE ND! S ?XW IM OF nC Nfy Y K STAT \ - l EDUCAn LAW. S x1 D( C°°/ES OF MIS"WY YAP ND 18FAAY C WE LAIC SLIRWE ',S INY[N SEAL M EY90S3D PEAL SHALL ND!M CONSIDERED EL 105.6 LOT 8 4. W7°O P TO RE A YALC MLE C Y w:mind"PER�.SOW RWR ML.A wl 0" D/W C "REG My. CgIERAYIENTALA AGENCY AND LOT 27 LENOWC M n1U1NW LISRD N(RE(W, AMD VACANT h DWELL A I,IE SSCHEES a WE LCADbNO WSn- W000ED !O�y1 C/W LOCKING CASTING MIKW, WARANRES AW NOr MANSFERARLE LOT AREA 25.804.298 SO ET^ p Zo 6R4DE OR 0.592 ACRES \ �V. 10. x p. V FINISHED GRADE S / M N EL: 1016 9 Ie PITCH 'CP B MIN Cf , loon GAL ST -EL= ')'IER E 9 9 S GND WATL= 4. LOT 28 CA I VACANT _ _ _.I _ _ _ ,_L1, ; M ,� -� S4r.�1TARy SySTE►�1 PIZOFIL-L�t 1 \ �N T 5) o � W pRoP n 245- �'°5 °� `p CERTIFIED T0: EL 104.8 M S. O I '01 m 6rrIDs•z) EL 1046 \P2or- y� SUFFOLK COUNTY D,7PARTMENTOFHZALTHSERV:CES O NSI C'H E= N � O DWELL S� D w y \ c/w PEIZP41T FOR APPROVAL OF CONSTMICTION FOR A O 1111 I C�yp C t'E°S. (n �j SlisC-.77 FA!.i1L/ '.Z.a?CL'i.CF_ ONLY cq H . o Z _ Au r CATE��OL F%"i' "kL. cf — O/ ' ! T.H. �� FO:: P17AXii::U69 OF mmooms \ PRo P. SAN IT.• I \ EXPIRES THREE Y;-7A-.RC, .:P. CIIN TE OF APPROVALEL 4 LL T03.U— METAL \ 00 230'3 POLE 102.5 S 87.30 O.H.OO�W 84.1 EL 102.3 w POLE N 8 • , RA LRD \\ `�' a DARK BROWN J V SANDY LOAM (OL) 0' — — — — — - ----- — 0 30 EP 101.3 w P 100.7 _ EJ102.5 w �. Sy -- BROWN(SILTY CL 101.4 GLENN ROAD L 100.8 EX"r %w 52`72' °o 01 SAND SME J Iw,TEA: M,Aw FINE TO MPALE BROWN EDIUM DWELL —� EP 100.8 P 100.2 ' .•.�� ~\` --` POLE C/W EL 94.9 SAND (SP) V� \ BWATER IN PALE BROWN MEDIUM SAND (SP) I I � EL 88.0 LOT 24 % Q -QR;l W DWEu ' Lor 2s TEST BORING lb PTaa WELL WLL z 99,6 08-04-04 SURVEY OF LOT 27 OF MAP OF WE5T CREEK ESTATES AT 50U-rH0L.Do ° a' �pFNEWy 41 W FILEO : JA►J. 28, lojCe3 IJo. 3848 g�P��NG•tikpG fl a Npa co TOWN OF: souTHOLD W 4w3 LISA MCQUILKIN ,S� SUFFOLK COUNTY, NEW YORK Dot DATE: 08-10-04 JOB NO. 0449-04 SCALE: 1" = 30' * N r ZE Iff-r1NG KIELL_'3 Surveying and Land Pla i4 i _ HAvE BEEN 274 EAST MAIN S EES 1N ? DISCONNECTED FROM DIST. SEC. BLK. LOT " � X RESIDENCES Hoo1c6D UP S.C.T.M. N0. 1000 078.00 001.00 033.00 AND BUPA J TO WATEfL MAINS. KIELL_$ EAST ISLIP, N.Y. -117� 1 No LON6E2 USED FoR (631) 27�3� CON SU Mr to C4 pi- ._ - n � REV. HSE. 4 - 12-05 L✓ r THE EXTSRNCE OE RIGHTS CE WA UNAUTWAIM AL TRA! pq AEfiN!PN ' J 2�r� - 0 cvv ACT. WATt R 5 t S C ANO/M EAS NTS Cf RECMD I! M MIS SLWWY IS A N ANpN P ___111 ��v L .2 _O S ANY. NOT S WN ARE NO! SEC 7j CE ME NEW TX?K STAT ._ 1 �g EDIXA N LAW d 4pQ/ REv. PtzoP. NSE : TME UIa sTW Wy WW gu REAS EA,BpySEO SEAL SNALL NOT BE C0NS'bEREO EL 105.6 -^ LOT 8 3 O P� M W A v.LW > CLMY R4�A_ DWELL �1( � or�ttr To THE �w wRwv zQd MR PARER ANO ON NIS BEHALF N W; D/w Q RTLE COI MANY. EAH:AAW NL AC Y AND LOT 27 G DWELL LENDInc wsRNBDv UST HIWOIL AM VACANT & ` TO THE ASS'KNEES O' TME LI7WIW R R- WOODED �3• C/W -LOCKtWQ T GRAD ASTIIvG NMYI, WARANRES ANE NOT MANSRRAME LOT AREA 25,804.298 50. 17, �' % E OR 0.592 ACRES �F•10• V p FINISHED GRADE \ o MIN. El: lD16.9 �I �O %) PITCH .J PIT._H lA 51. CP 1 5 J pis 1z'• 8 ¢ L_P r 3" Io00 GA ST -CL= 91.9 E� 3 G D WATER. EL= 94. 9 Lor 26 -�- -- VACANr y. � cH„^ 4 4c0 'ty S4w11TARy SySTE�'1 PILOFIL_m w D Q o Fob its. �+y Z CERTIFIED T0: L 104.6 0 I — 14 In c/W 1{ � PoR 0 IAJ ' O +T.H. w \ �� REV PRoP SANIT.I, II - IT 4\F \ EL 103.0 EL 102.5 C 87830, O~W 84.� 1 EL 102.3 w a- A METAL \ J � GUARD r DARK BROWN yr 230'± _-_P'OLLE___- .H. WIRES POLE N SOR�O, D RAIL \ o� SANDY LOAM (OL) EP 101.3 �._` 00 N/ m, �` EL 102.5 w w P 100.7 -__ \ P. W ` SAND SILTY GLENN ROAD (50,) 1-5272. P SAND ($M) CL 101.4 L 100.8 / N:,'1T yv — d� EL 99.5 CL 101.8 (` I. V],�, ER PALE BROWN IUM P 100.2 EL 94.9 (M'A N SNE TMEDIUM EP 100. —__—_ � POLE D WLL SAND ($P) E UT. N WATER IN PALE BROWN SNE TO 01 QI MEDIUM SAND (SP) EL 88.0 LOT 24 I Q 99.” TEST BORING ONELL LOT 25 L1` r fP •"•:"` WELL DWELL ul 89,1 L 9A6 08-04-04 I c/w SURVEY OF LOT 27 OF MAP OF ' 3 WEST C1ZEElC ESTATES AT Sou-rHOL.D w Flt-Eo : ,ArJ. 28, l )C3 Qo• 3848 �wr TOWN OF: SOUTHOLD y�P��rla Fwr IW 7 LISA MCQUILKIN L.S. SUFFOLK COUNTY, NEW YORK � A1oT E: M EXISTING KIELL_S Surveying and Land Planning DATE: 08-10-04 JOB NO. 0449-04 SCALE: 1 = 30 * HAVE DEEN 274 EAST MAIN STREET DISC0NNECTED FROM DIST. SEC. BILK. LOT RESIDENCES Hoo KED UP EAST ISLIP, N.Y. 11730 S.C.T.M. NO. 1000 078.00 001.00 033.00 L$ No �JA ER. USED FoZLLS (631) 277-3605 CON SIJMPTIoN . 3117-2 INF FXSRNC£CFR MG WAY IXMU�hTII ALIENA1bI M ALOWN AND,W1 SW AW W1 r =11k:W 7m IF INF AF K STAT ° I �✓ L �t FOUFAIILW LAM. P 1 6 200\ d 0l'✓ cM °F Y5"WY 14P NOT BEANMIL INF LAW"WYI)R5 M SFAL M 0 4/`� ro vwp r uaLae W ca+sPLmn _J •EL 105.6 p LOT B 3�Q P -.,_., 7 J 1•f . DWELL V aeY"m�iNF MRSM� , K. 2 \ 4 PREPAA'(D. AMM W 9FNALF ro INE n _ 0~ CSW Q ARE Cd MY, °°1EMLWENTAL A6 Y AM c LEW`W N nwI LISk I[ .. AM v_ LOT VACANT G DWELL ro W A59w[Fs L INE LF M V- WOODED d[ ' � DEW LOCKING CASTING W11M• WAMANIELS ANE MI MAN4FNIBL[ WOODE LOT AREA 25.804.298 S0. �'p To GRADE OR 0.592 ACRES 810' V o. FIN ISNEo GRAZE \ p MIN. EL: Ip9�.9 oy� 1'MAY. EL-1o2,ej AO I T c�. �O T V PITCH PIT " E. 12' `g•'; 8'4 LP \f N- �A leou A1. ST 3'QD eET' 9 97E2 EV 94.9 LOT 26 4-9 VACANT M � \ -; SAw�1TAR`/ S151EM PIZOFILLE AD' (N.T. S) 3G.'. `p CERTIFIED T0: _ E` 104c of PRESTAt�1 HOMES , InIC• ` 9 AFF12NAAT(VE _A�.ID SE2VICE51 WC 4C. `° To 5a' O�W, F10EL\Z`/ NA� 10flAL TITLE 1N5 . CO. to 34 2 W \ r Z o F�N� I N i I,JND, CONST. IS 055 Y In 1 J Aj�t> CER0 -4-OS N0 P.;-=14.P.;-=14.P.;-=14.. HSE. '. - 2 - O S S O T.H. Ac T. v1A7rERS ED6E' 4 --Z `9 REv. "ss. w 4-12.- oS \ JW REV. PRe P. SANIT..11 - I6-o4. \ EL 103.0 EL 102.5 C 07.30 ORW 84.1 EL 102.3 0 p GUARD-�\ 230'3 PSE J V .H. W1RE5 POLE N 80 3 ANY A RAIL \ �i �Nf SAD LOAM (OL) -_ _-__.__.__w_ ____. __-__ __-__ �` 30'00p I J \ o EL 102.5 Y 1„ D. EP 101.3 W P 100.7 "�. II q� \ m $ BROWN SILTY W � _'-� 'ZC $ SAND (SM) GLENN ROAD (50') ��. o� EL 99.5 L 100.8 /��Ek'sr W PALE BROWN CL 1°1.6 CL 101.{ � w,TEAL -�-\ ,\ _ FINE TO MEDIUM EP 100.6 P 100.2 - N♦ Mq N_ � POLE D WLL EL 94.9 SAND ($P) WATER IN PALE BROWN FINE TO MEDIUM SAND (SP) EL 88.0 Lor 24 I �` % Q 997 LOT 25 TEST BORING v DWELL I �ia[R AI9g.1 996 VLE11 �WLL � 08-04-04 SURVEY OF LOT 27 OF MAP OFI <P�E OF News 3 L WEST CREEK ESTATES AT SOUTHOLP 0 ASHG. 09 F ,w W FIL-F-0 , JAQ. 28, kc5G3 1Jo• 3848 TOWN OF: SOUTHOLD z Nw3 LISA MCQUILKIN L.S. SUFFOLK COUNTY, NEW YORK EX�1NG WELLS Surveying and Land Planning DATE: 08-10-04 JOB NO. 0449-04 SCALE: 1" = 30 F Q HAVE BEEN 274 EAST MAIN STREET DIST. SEC. BLK. LOT gra" D(SC-ONNECTED FROM EAST ISLIP, N.Y. 11730 RE5(DENC.ES HOOKED UP To KJATER MAINS. vJELL5 (631) 277-3605 S.C.T.M. NO. 1000 078.00 001.00 033.00 No LON6E2 USED F-w coNsur^r to REV. HSS . : G - I 'Z ME M If NCE OF FICNI$OF WAY M MIS ALIENI I.\M'OR g00100V IND/ON f1$£KN1$Of FECONO/I nJ MI$$UAY{Y/$I Np. ON Ci' l /�0 ANI NOI 510.ARE NOT SIXI 7209 CE W NEW YOPI STAT \ EDLIGAIN.W LAW. *A 0� CC1°KT Cf WS$(MIEY MAP N07 BEA9ING C' :/h E✓ 4• CWBOSSFO SI7AL SHALL LAW�WYM$1N0 BCWO EACON$ MO EL 105.6 LOT 8 MoOv/, TO BE A VALID m0E a Y S �j.4 ]0 DKELL � ��P ONLGL0AY TO W PERSON�waW W SNAILSURWY Ob C/W Q 5 PREPARED ANO ON NIS BEHALF IO W LOT 27 C' \� nRE LLYIP4IY, CAI[RNW[NIAL AGENCY ANO DWELL LENOAC IN$IINngV LISIED KNEON, AND VACANT h C/WIO W AS$KNM OF ME JE W INsn- WOODED S - GR CASTING IFES NIKW MAR INC NOT MAN$iEWABLF T LOT AREA 25.804.298 S0. ' GR ADE. 0FIN15ME0 GR OR 0.592 ACRES �"•1P V �' ASDE \ \` �O tri F > _� - EL' toz.�j � `�' � PITCH rl: _ _ L I PIT�M e®ou GAS E ST _ - EL= 91.9 -)4.o\ \ \ 3 GND WATER, EL= 9 ��% LOT 28 VACANT � � � S4r-A1Ta,Ry L-a L91 v.A, sI/J' 0 CERTIFIED T0: EL 104.8 I 10 REg, 6AQ 81 14,92 6F (los.Z) ( EL 104.E 0 0 i N'I 9 FF(lo m O\ DWELL 0 (IOS•D� N T''S) F' ROP. Or_I `). � ^Lv C/W o.l V) 9.yZ s `O T.H. \ IW REV. PReP. SAr.LIT. it- EL 103.0 r EL 102.3 METAL \\ 00 EL 102.5 S 87 30 00 W 84.1 y,A GUARD DARK BROWN yr 230'1 POLE O.H. WIRES POLE N 00�� RAIL \ \ `r' °„� SANDY LOAM (OL) -___._____._.___-________-__ �__ _-__- v o oOb \ EL 102.5 _-_____ti`__ EP 101.3 W P 100.7 "� \ J W �� P $ DROWN SILTY w GLENN ROAD C\7H,, W ` \ ��A SAND (SM) L 100.8 E><I _ . A dIJ EL 99.5 CL 101.8 CL 101.4 �/�I � -` > Wq�,EQ PALE BROWN FINE TO MEDIUM _ EP 100.8 P 100.2 ` \ DWELL SAND (SP) POLE C/W EL 94.9 E \Iv WATER IN PALE BROWN FINE TO MEDIUM SAND (SP) EL 88.0 LOT 24 'I C( gg. DWELLOT zs / TEST BORING W%T[R • fP 99.z Ct 99.6 wEL,_ ' D WLL 08-04-04 SURVEY OF LOT 27 OF MAP OFD � W EST CKEEK ESTATES AT SOUTHOI_D �9F �P�E OF NFh Y f D Q FtLE.0 : ,AQ. 28, kc)G3 Q.. 3848 `' ��HG'M`� 011 TOWN OF: SOUTHOLD z oW I"W 3 z LISA MCQUILKIN L.S. SUFFOLK COUNTY, NEW YORK in DATE: 08-10-04 JOB NO. Q449-04 SCALE: 1" = 30' .'r STING K EL 9 Surve y' g and Land Planning _ HAVE BEEN 274 EAST MAIN STREET CP a 1>15GONNECTEC) FROM DIST. SEC. BILK. LOT c e�P�E' aESIOENces Ho V-er> UP EAST ISLIP, N.Y. 11730 S.C.T.M. N0. 1000 078.00 001.00 033.00 TO WATER MAINS. `JELLS No L_oNGER USED Foe (631) 277-3605 _ CON SUIh PTIoN . . .r 11 N Q -o1 -- O' COMPONENT a GLAoaIN�s PRESSURE ZONES- R5011.2( Ci7�Gf�`TfCV 4 pi6�HATED a-"!-o4) PWMaIH4s wnw 1 44 `� { - _ -- _ .IIA7HjArION SAFETI GONTRAC MORS ARE SOLELY RESPONSIBLE FOR 49,_C" �� r a a - 2 OI 5100 OFF VnTOS AT ASND HOu� EES, ",t 7 -- --_ - - fn= 4'-O"IN ALL GALS) a a a a a A ALL LOITPANI TION TO OT WILIV E,. ALL STATE AND COAL LOPES 4. PROVIDE FR05T PRODF H(l5E BIB$A5 PER PLAN MINIMUM TALL 2 NEW'kE5 IE-1 5'_Q" 'B'_ " ON'S PFAWIFKS PO N.I IN(LWE CJPIPONEMS N[LESSMY FOR ALL FIXM2F,5. ". -__ _- _ ______-_ _� 40- _� _ ._-- -_ __ _-_ r BLE 3. IIySULATE ALL EA.PPLY LII£5 +�.'�� } AT 11 11POHENT=, 'PER LOBOSE L 'Irl 3 2 2 3 1 3 3 V 3 .H+ (J / y hT LPtR TO OBTAIN CEPTIFI ATE ,F 1YCUPANL i C CUT S ALL FIxNRES TO BE AMERICAN STANDARD,KONLER OR nFRROV£p - 4 NUTTIER IO V APRT HOEFT IAN'S TOM INS IN AMOUNT5 AS REr]UIMP B'r LAW EOJAL,FURNISHED n INSTALLED BY CONTRACTOR I>I(-L(%, At I. W VRK SHALL BE FULLY GUARnMEEO FOR CNE YEAR AFTER C O IS ISSIfp 6 PIPING PENETRATIONS THROUSH FIRE-RATED LMAr1 OR BOOR ASSEMBLIES , GH MNE'r __ 1y �( TIN EF' T'J'IF RESPOIISIELE FOR FINAL 91RVEY ANp GG i5 PS REOUIREP ARE TO SOLELY w/RJ2I3 y V lir LNI LI INS pEEARTMENT l WATER n DRAINAGE MUT' b IS TO OF INSTALLED IN ACCORDANCE 4 SECT, -- LINE OF WALL E+ELOW -� H P2603 HOOD FRAME ORILLINS t NOTCHING ARE TO 114 AGGU DANCE W/ I ' III ETR C.KET - l ARCHIr '.T Hi"S LOT BEEN RETAINED FOR ANY FIFLP 91PERVISION OR INSPECTION. P26032 PIPE 715CT10N AGAINST PHYSICAL DAMAGE 4 CORROSION 15 TO BE U 5 '' / / ! " n ORAWwM ARE MIT TO EE 5CALEp B' LONfP.ACTOR,ANT'DISCREPANCIES TIN I5 TO BE IN PlLIN3pANGE rl P26032,1 1 P26UJ3.5@ P26034 4 F]603.9 FIXE bl IN:' �- LINE OF WALL BELOW (� D 3 (� r2 .� 2 2 2 IJ - (I� - VF'AWIN(.+�ARE TO BE BF'IX1GHT i0 ARCHITECT'S ATTENTION IMMEPIAIELY FIRE RA1Ep ASSEMBLIES A�THR0.6H FO(2TINf6j/FGUNOATION MNLL5. _ ,ri / - 'I (� O �i k 'I !`� !FLIER TO i ONSTRLCI ION D PIPE PENETRATIONS THRLU'H FOUNDATION WALLS LRE TO BE COVERED N/A gyp _ __ _ __ _ __ o` 'I fHF.,nErt KITE' r HAS E'.EEN RETAINtP FOR WCRV. SHowN ON m15 DRA4uxi+ONLr PE SIZES GREATER THAN THE PIPE PASSING TIiRCYY.,H IT IN Ai,GORDANCE 116Uit5.� ___ _ _ D - -- - N /� --- --- -- __ - _ ARr.111 T1:1 T 14 N['IT RE5FCN51BLE FCR OTHER ALTERATIONS AND C,JNDITIONS E _ - 9 PIP[SUPPORTS ARE TO GCMRY W SEDT.P2605 TABLE P2605.I AERIES.ENti D 4" ' =_f___ O 1, / - 'S PIPE IS NOT TO BP USED PTFE IMTERIAL$ARE TO LOMRY e/SECT P26Cb 'I i -- - - - - - -- - - - - - - - - 2x6 - - - - - - - -- - - - - - �- � / '� n FIRE/ SMOKE DETECTION A 1 ____-- - .- _ 41_ --_ ---------- -�- ` ol, 3 -� Q-3 =a CL3 (V S31 -1 f_'1 f r Yiy a n IN`_aALL 51 bKf t CARTON I'IC1NJxICE DETECTORS AS SVYJI'M ON PLAN SITE NOTES ,1L 4WLLL5 yja1%L_R� (CABLE MOVE IPP Paj6L: J " JFLF E 1 ul�IN F.ROATOM 51YEKE AL-ARMS ARE ALSO T OBE INESTALLLED IN CELLAR ACTUATE _ _ ___ ., 6 (O ! IP) !IC" ' B 4`i) (In' S A, ' V•) AIIL AIHARMS I ACCORDANCE II/PAT I POWER T THE SOURCE FOR$I ALAR HILL 5TSTEM IS I. PITON E RADB,AWAY FR DOWNS,N ,I,�. �� _ x IP LIA IPP! °u' 2 PROVIDE! HELLS AS _ _ ______ _____ _ _ _ __ _ _______ _ _ ,` . ' lin q A 5 E - 3 ALL TREES WITVIIN 15 OF L YO p _ _ -- br ONE TE VICN _OF PO ALANI h O HE PROVIDED IN GUi PHELLMG UNIT, E I W "' "' A "� If TIE IMMEDIATE VILINITi OF BEDRroMS ON THE LOWEST F POR LEVE THE CARBON ' ? _ _ 3 GEETT B U TON B PROTECTS Sly _/- _ A. ANY LANDSCAPING DM1A6ED BY CON5TRUGTIgN OPERATION SHALL ---- = Cd!NILS a 5' n/G _ O ��_ i_ "' _ 1 Iii:N.9AIpP A AMI IS i0 LIF LISTED e L1BE�Ep AS COIVPL,'IRG W UL 2t�34-=c102 SiD., ' - -- ` BE INS TA ED IN ACboRPANLE r+/ RFm� �pEf 5 D AWALKS�ETE�p A AM) TO TOLLED AND IM N IN 3 Ed NAILS a 6"a/p x - 1 E I IANUEA iUREF 9 INSTRUCTIONS 5 E G AMAGEp SHALL,BI REPLACED. ' LINEN v `T A Ix NAILS a R•am fo J Io•) on',a i 45•I no" _L .+r.'1 ELECTRICAL NOTES OI ly 35_0° HIGH KNEE WALL _ -_ _ - EXCAVATION NOTES , Q/ M/PL4LLb CONSTRUCTION ADHESIVE 'IL Y! R4 II LI "SMR WI 1V't NATIONAL TIF rPI/AL a DEANC I ,1 ! fN L '- - EXCAVATION NTTiAGTOR TO EXCAVATE TO LIDS AND GRADES 'V ( (NOTE,a• 4'-O" IN ALL GASES) 1.n Al u1 II DOWN TO SPECIFIFp LEVELS. T ' U I X < I Mf V WI Rh. BASF DIP N 2/:r AFIP FERVI L 2, ALL TOP VOIL TO BE STOOK PILED FOR FUTURE USE.ALL EXCAVATED(YJpp T flj 'r 3F X 2_3- CJ 41 1. ¢ IV N 4 ],,-_I„ n1 WTI.NG BF MIN 11 AW. MATERIAL Mi FOR BALK PILL.TO BE STOCK PILED SEPARATELY,NOT NEEDED 9 ` ISS-4 _ = c nNHIITN,E. OUTLET rO BE Ib" n F F,uNLE55 NOTED OEHERTHEF MATERIAL AND UNACCEPTABLE MATERIAL TO BB LEGALLY REMOVED FROM SITE ! l) S 6 O --- - FT'M --_- _ -rJ �y..� ALL MECHANICAL GONNEGTORS SHOWN IN DETAILS ARE MAWJFAGTURED FTr..'vIC'I r.Rr NND FAULT MTEPRUPTCP CUTLETS AS PER GLUE. 3 BACK FILL SHALL BE PLACED IN 12"Et n COMPACTED TO 9594 OF r•y'' J•' �' u "L 2 2x a a/' c2 2x 0j w Q/ - -- _- NOTE.LE i. FI MCT F:I:,nL „ONrRM.1 OR TO FR�JVIDE HOCKUFi FOR IrEATwc AND NR MIODIF1Ep PROCTOR DENSITY. BY USP STRUCTURAL CONNECTORS - OR APPROVED EMAL4 UNLESS NOTED , tL«INll'ATIIT' 0148 -II R PENETRATIONS TIIRINAII BUILDING SIRLi TURAS .� , - IOZA� / �Z� IyZ'�T }� I II " LINE OF TRAY GEIS TNG ,� Lp .IT,I )NF1, NI AMILT'FLT , SUIT NCE F33o2 REINFORC+INLET NOTES ' rh )� / `D IN I --l't Try ,I I J[rV IN \ N I J" I� 6 �� \7/ `� RAFTERS TO RIDGE CONNECTION 1 WVI\ TO FLOOR GONNECiI TVI\ Vr 11VIy 'A' e ('Pr,v 11-11 nPIIrrENANci .LEARANce nRgIND CIRCUIT BOx.FYJILER ETC LUI I'„ 1 _ X }�Z % -1 XI I ry NI � �,I x B/ V -I-/ �X O r�^YI FEE SE;r E3305 ALL R INTERMEDIATE IN BARN TO BE OF THS DIAMETER SHOhN DEFOR'NeD ,,. -"1[-�I lVl p� I N N / NOT REL�'L,. WHEN _ - 'T ELEGTRIG TIL GCNt}2nLTOR TO COORDINATE WITI OTHER TRADES. INTERMEDIATE MVI NEW BILLET STEEL 1. Or 151 ASTM A i1 VR I SLI ASG 615 5RADE 60 HAVING L DESIGN R51 CIRS A S 60!!X)0 El _ R H) I W n N SL ILLY N fV N � N X F OELVA.5.D. _ 1-X �/ COLLAR TIE5 ARE OP TIONAL NAI LS DESIGN LOADS 2. Tl'PILnL LOVER FOR ALL REINFORLIN6 BARS BE THREE T3)INGHES +/� I_ J•X6N L1/ �j/Z�X 2/<X I 2J2XI fV X11 �D -�. / - USED ® IPJ O�i. ® \.. (WOOD SHRINKAGE C-Nc' LC-N6 iH FOR BAR5 PLACED AGAINST EARTH AND P DOR 0445 Pi L�,I 1� �J r�/r /'/-�'( MAY OCGBR, AND _ - LAI,N I'All,ARE IN LOM141ANOE rG 4B,PONS RECITE,R30I4 n 3015 AGAINST FORMS LPILES,OTHERH15E SHOEW. -'I' h' I IN ttt---r is) n ,U I L� ` - I �0�" �� I) _f UN[']ER5 DE 4'Yr RIDGE " CAME, `_•TA.AP TO _� ^) Rt Tqf°L{,.1j.!�.y ALLOWABLE DFI-I L;110N5 Ci,MPL r yr/SECTION R3JIn 3 ALL BARS TO BE CONTIW W5 UNLB55 SPECIFIC LENtah15 ARE 5HOWN. �C .N,'§ '• - -- Y. I-1 �C�l� O fV o \ -- - -- ---- _ C( r� _ n 3 8/IP \\ BU",KL[ OUTWARD,--- - - �. ,� -- OAI, ""---- IS PSF"TABLE R3CVf51 RC'SIUENTIAL CODE OF NT 5.(PACE 3U ALL SPLICES TO BE FOFtrY(40)BAR DIAMETERS MIN. i L 1 _ `,M W 1 CFf - 45 P5 ��r _ 1 L52bB 615 IM UPLIFT %^ - • i CA 4 WELDED WIRE FABRIC(WWF)TO BE d'x 6'$PACES 'TIO R FIO G/4IGE I �j"1' N -- N EN - 138 xlAtMIGROLI_AM RIDGE -10 V - -- - AT '� _ y V N' - _ _ - I (I)Ibd NAILS IMO RIDGE �` _ - P __ _ _ - YbIION SHALL CONSIST OF COLD DRAM MEMBERS HAVING AN ° '/Iy JJN��^^� - _ - G hl Ibd NAILS IMO RAFTER - �_�� - .IC NA t ..-___. " 2i �F TABLE 4-1 Ave (PAGE 13) ULTIMATE STREN5IH NOT L055 THAN 70000 PSL WWF- i0 BE RACED .LY. _ - - - _ r_ ED __ _s I "- --"... - rn P5F- ,o _/ - _ _ / - _ __ KAI5,D, _ _ _ _ �_ 6 '- mu26�Two IM UPLIFT � � N � NnH SrORASF I „�,n;7W I:ALLS� -TAELE 4-I ASGF (PALE 131 AS SHOWN ON iNE PLAN.ORIONS TO ME _ 1 A _ 4U,M. _ )CIT13"i -) N (IO) IEd NAILS INTO RIWiEiV I SCAR .PAN LAP I C Al Ili'PSF-1 ABLE 41 N3C.F (PEST 13)I FEE 5 DUPING ALL GONGRETE PLALENEM�LY F/STEHFp TO'RC515T M EITT ,(r 'L CH _ .L. _ - - _ 3 _ __T m D (l) ICkI NAILS IMO RAFfF.R i- / / LIIJL b HELPED HIRE FABRIC OF MILIIVALENT 5TEEL AREA HAY BE V Iq �I �4•XG( .'4X 1"IC.Rf LLAFE R�DC:'I ° n R 3 D/D LSTAO4-49DOrM PLIFA� r "�� H�FV III2F 1�/JFhP'irk ASLL(PAGEq�I]DSF SUBSTITUTED FOR ANY REINFORLINS BAR GRID iJ! E �)Ch I4/ �.-( -- � TYPIC. G R L F1 RI DL'>Y'- MIEN CONCRETE V V TV / " 'xI - - m i -------- ANb IOd NML< _/ -/ f4J'1I AI R,OL14) FE51P.NTIAI COPE OF N 15 (PALE 3,.0 I{( (;3� `� \ LIP! II l WIND F%f 0`4RE B LATE+ORY ALL GUNLRETE t0 BE F G =3•EW P$ . 2B DAYS LNLE59 OTIERW SE NOTED. {` :q B {-ITV H KFtLhIU a ` _ - - CANS.STEPS TO BE 3$OO i'c. :O DAYS C r (� �, y SDI[' `NvrH E^'i?I+ AI n Pn V4JOD FRAME COFISTFULTION INWIAL ]. ALL E%POSED GONGRETE TO BE AIR ENTRAINED 4 V 1p 15�rI 1P I H,h,r,D GI X I -- " I" MIN �'LIFR'1'1 HERE ____CAL CLI k'! G 3. SOIL VALUE AYoUMED AT =-2 tON3 FER ST FT.AT DEPTHS NOTED. ? J )) - 6 6 l'�H.W b.D I \ V .Ll E R3011fD RE51pLMIFL COPE JI=rv.Ls (FA, 2B1 SOIL LpNpIrIONS TO BE VERIFIED PFEIOR ID CONSTRUCTION. ib x f,_" TUB n }'_'{ '° _ .'� (- - ry ry CATER FROM OR PROPERTIES IN CLOSE PROXIMITY TO BEACH,CANAL, ,y/�1a�,�'� Fi.OOR 1 L� FLO=C fI -- CLIMACTIC 4 6E06RAPHIG DESIGN CRITERIA -301.26) WATER,FT c To PROVIDE nns OFFICE wlrH TEST HOLE DATA BY ) - -- I V_ __ __ _ - _ - I - _� c ° _ - -- I n _ E) n LINE OF TRAY CEILING _ _ - LS '68 8 TMU2b :u __ �1 - r`Uf9911F - __----_ h�ILJTERI+IE 5. LMTTpryALL OOF TINGS TOR CERTIRFST ON VIRGN NDFIED�11_ IE 9'-0'MINIMUM BELOW GRADE r��,.� tg �` �I✓ INT rALLATION 1� >`�I <'/c -I ;R -1 -1 _J ) K = TYPICAL LI6HT SLOPE HANGER 1 r R,;:, 1 F . - - u 5 URGE w gI s _1 F < 2 (�4^%I l r M.L. F I v o FLOOR TO FLOOR GOTH EGTION OPTION B L�� b IIY"HES b. STEP FOOTINSS DOWN A5 REO IRED. MAXIMUM STEP FOOTINGS S A L SIG (� 13/°XII/ " L. _ 7`1 INSTALLATION a IPJ o/c NI11JIEI 1FL ICN TEMP - II' P BE ONE VERTICALLY TO INC FORIWEITALLY WHERE ELEVATIONS CHANGE n ' It -,I =p �I �Q x N 1511E OF-HAM,M DETERMINED BY 5IZE OF RAFTER TYP �i(TNNEGT (�N I-17F;_ TINi�I TL I,��_`5ijTLL�2' --- -- RE UILKLP I HALL FORMS TO MEAN IN PLACE IN RALE 3 DAYS MINIMUM - x I U e x _ 11 11)<x 1 N 6 x x ra - STORY NNEC TI A i JNA NAILING SCHEDULE 120 M.P.H. WIND LOAD B LURE AND OON ALL SLABS LL SREAN WITH 2 GOATS HORN CLEAR SEAL OR 62'UAL '{1,• J 9 ONLRETE CONTRACTOR SHALL PROVIDE ADEQIATE BRAGIFV•J FOR ALL Q - V = O POST ANCHOR DETAIL MINIMUM SHEAR WALL SE:MEM SIZE FkL'IH WFhI.1-NS WOOD FRAME GJIJSTRUGTI,N MANUAL FOR CNE n TWO FAMILY' DWELLINGS WALLS h5 REGUIREp TO RESIST NEED ANO CONSTRUCTION LOADS ll1 I y /y r -v -60 ai X IN y ry .a y A5PELT RATIO, WL- 30 _ LOW PEXRIFTION MRIBER OF NAILS NAIL SPACING 10 FROJIDE SAVED OR KEYED AND FORK@D GgNTROL DINTS FOR YOBS w T11, Io' �9 G ' +`/ ��Fl N - lry NI'-G' N 4 rko, � ,` - 4II W 2 N IE II }E<,,LVN 1^IIIJII .(YVI� _- ROOF FRAMIFhi _ _ __ __ II PROVIDE AND E LEE IE ION N FONDATON WALLS AS RECLAIMED FOR,AT 20-RI'MAXIMUM IN BOTH �GTRIC, N,: - � I 11 _- (l -O" µ" - fj•, �j" 4,n I�ry I2,_2n I` `�„ 3, - J -J I\_ " ` I\ry 2 -/,• I` „ __._ �q-) ______ 5„ /� 1IA'.j„ �' ?�" RTFIFk' T MJF PIP¢(VJE NAILED) ,^'tlf PIAA6L"INSLPA+ING PER RAFTER PLUM!i MECHANICAL,ETC I2 CONCRETE F'GYA�INp IIbOETC I N WALLS OCO BE CAST RDINAM N41bLITHIGCOONIRAGTORS, ,. n'� --- ---- CY ( _ ( ) Ed C TVI ION HORIZONTAL JOINTS SMALL BE PLACED IN WAL45. L� ^O I ` E L� /,-- l - - } 3 L EXPUSF.O AISRE E SLAM TO RECEIVE AFLNI EG RA FINIS AND C/) L v'`J LIM1L JO,r, MJF FLA➢- rTOL TNII Fp) I2 T] SEALING PER JOIST SCORING AS PER RNJS AND 9PECIFI6ATIg15 rYPll"4L S)ad COMMON H ,NO CONCRETE OR MA50NRY'JEHALL BE PERFORMED IN TEMPERATURE$ N �,, IF,] °fl ° 4 • IPHDb INSTAL LAI ION .I 24'SPASM, 40 OF5 5 F, OR LESS, NO CONCRETE SHALL BE CAST ON FROZEN SURFACES N Ip I x = I 'U J 11JLEAPE Wv s,M _ �'FT -- _-_ ° ° ---_ PUFLNH"- Tt' T 61 M COMMON 15. NO ADDITIVES SHALL BE PERMITTED WITW]1?WRITTEN PERMI951pN FROM ARCHITECT !i _- -_ .I N N - n EP KJL -� _ _ L {Y ----- 01 _ (� ? -- --- - - • • 2 THEEE-D---_ - _"-`_--J-- _ LFT11Ni P15T TU 'PARALLEL f-L RAFTER iEAA: F-NAIU (SEE TABLE 31 DELON EACH LAP 16 AI O(2 0+4 RBBARS IT- KE BE UNLESS OOh£RHISE NOTED(SEE RANSLIQN WAL , ; 1`,i;', ___ _ -f-, - - ' --- --_-" - -- � �1 ' -- --_- -- -- J P3;1^ ---- -- '--""'-'a -- ,.E TI INe YIIST VV'S JJER FFRTIiIONb UnCE-NAIILbI (SEC iABLL 3l BELOWI EFGN LAP Il PROVIDE MINIMIM 2'x4' KEY BETWEEN FOOTINGS AND FCT]NDATION MALL ' -_- -- ry Q 0 �. HI a LI "H TIC 10 RAFIER.(FACE-HAILED) (SEE TABLE 39 BELOW) PER ilE IB ANCHOR BOLTS TO BE HOOKED j"DIAMETER x Ib"LONG.23'OG.MIN•' T.. 'T ___ -- -- -- - % - N X X PAL) -_�l L LII 'Il,A INC TO RAFTER(TOE-NMS EC') 2-ad EACH END (WITH 2 AT EACH CORNER I'-0"EACH WAY 4 VIO"FROM FIND OF I RAPE SECTION y N 2xb R (Sr '\'yi N.111 L.VARp TO BITTER ANP MAR Epl -- 2- I6d EALII ENO 19 GRAIM.ACCORDANCE Vi NTACCORDANCE H/FMOb 1 S ARE TO LOCATED WITHIN & LINE or WALL BELOW r.R055-SECTION PAU �� ]__ - - - WAIT rRAnnw_ 3_ 4' - LINE OF WALL BELOW - 2 RR MI6" /G _ _ _-._ .._ . -_ ' o•PF BAa1 coRN�R OF THE WILDING '1d,u X('j R IOd NAILS ALL NOSES IOP Y ATT I I- PLATE IIA E NAIL FIN _ Ibd' PER FOOT 20 ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE DEMMINOUS VIATERfR lNG 1.('y © LEDGER DETAIL JP ATE A, TMrR_PF, N`ry (F E N,HLEpI 4 Odd 5-/C HSIDE GARI'ENTRY NOTES ) ®1 O ` 1 11II1 T( IIID 11 A-E-NAILQI 2161 l4'JlL cr / y, ,� 4,_ ILAIYK TI Hf PEh(FACE NALLDI ibd VI O/C ALONE,EU5E5 ' ( " L/' I N+ I. ALL WOOD sTLLS,BLOCKINS,NAILERS,ETC,IN CONTACT WITH I V{y �� X O 2X6 -_- (2),2%10 f \�-�� APF 13005 ,n IF C" 1T'JI FI LMC I I Nt i- WWII rl-Ni'-N.,x BLO 2 1"d PER 2x4 STUD NAWNRY 6ONORETB OR SOIL TO BE CCA PRESSURE TREATED \3 , 12) A I EACH DC, 3 I bd PER ,xb SLID 2 PROVIDE ALUM TERMITE SHIELD n SILL.SEALER AROUND EM IRE PERIMETER Y '� O ' \� Id N JI h M L H Y 5 r el PER 2xB 5PID 3 ALL NAILS,D'JLTS,JL115T5 HANGERS l FRAMIM1IG GONNEGTORS TO 'V HURRICANE STRAP DETAIL \ BE ISI-DIPPED GALVANIZED t 3 I _ __ _3_ "'fV 1 ^\ {'l nfq q,l l PL ATI ri,FI[tTR PAT 1,BANV 4.�r•T FNU.U1si .-I nA" PER FOOT 9 ALL JOISffi,RAFTERS,HEADERS n GIRDERS SHALL BE DOUG FR fb BSO III; 1 L E CIF-IN ALL QE OW i, ,1'_ i, - 1raS ISS. UPLIFT \ T. / K_"�" ?l _TY AI lil=t F' vBl�.-1_UI nA,E-NAILEc1 -'LIxw FFAn1N, NAILED 6d. 6iO BE nw.HETI FIR rb nsO PSI. 1iti �/ ' .._ x9`r l x 'P 1 LA1L (IRcrpR IJP-NAIL f C) 4- Bd PER.10151 LINERF.O WITH SHALT. BE I/2'DWCLAS FIR EX¢RIOR GRAD RYSWJOD, MMM _ -____-_-_,. 151-On -5„ 7 _6 5--) _ 5-O JI-T 7 G' 5 -- zL" O - (I2) 1 d NAI L'5 / / ,� 1 'L ;l J(. I,E I F' L I'F'1CI-,INib TO YN``T ITOE-NAILED) 4 etl EER 1 PND ALL 9VB HI T H TAPED S US MILE E 3/C4N R AYYYX)O AILE W TBH�TWIST NATYU11 N.ROIER r.w' /II !ll - a - 1 . 1 I_FI LF - - T 'TIE IO m,r nJEN 'vl _ Bd -AL END u X4_0" ��v �L ll .L INC T ILL OR 1, F IF P)r_-NA'LED1 y 'd EAGN BIDL6 I ALL HALL WMER5 TO BE MIN 3 5Np5 NAILED IE d 12 DO j • 1, - lU ( )/_ ED,F -IRIF 1 ERPAII IFA L IJAILEp� L hd EACH ,VLSI B HEAVERS TRIMMERS 4 .pISTS TINDER PARTITIONS TO BE DOLBI-ED BLOCK 'j��{(L� • 112 STORY ' I �- _' _ OH On `yl r 1.1.1 L r f_ 1, OF 1 f L I L IT,f NA ILL I �- "J PHER ER PO ST "I ALL CAP PLAi25 TO BE pWELED 1 NAILC'D WITH I6d. 12 ` JOINT( If LI LN IIS 10 l f(Fl 1 JE FI:dL EI BETNEEN YJIST511NDER PARTITIONS, BLOCK STUD WALLS ST _ ___ __ --- STUD TO FOUNDATION CONNECTION BAHT I I r r 1 IE•T rTNT NAILFDI • Ie PER _01ST HEILSTIS4 AT NN�oRTED EDGES OF R rAO _ .__.____-___ TYPICAL En. -OT ', 1-orf. ,Hl nr .I F' •-rr.TIP:- _ _ __ 1-11,d__ .-_ (sfernaLE 3e) NEA�SAt CORNER BRw1 OL LAP CAP ____ I---- ._ ------------.I ____- - �- "� V ° 11 II`. 9V 1 T - A TIL VAI _ - _ - KXF PLEA TRIMS ;d F= t h B,V 10 ERS OVER DOORS ANp WINDOYS UP TO SLOP WIDE iV BE(2)2x0 1 AN L,h" B T a II C n .1 NI n' np ll r A1JI I FOR OPEMINSE 3'-0"TO B'-O'It(2)2x0,UNLE55 OTH 5E NOTED. ��/ TRUSS/ RAFTE-P T(_J DOUBLE --- - _ 1'-0 1/2" II'-3 1/2" b. E _ _ IO" N GONC,RETE FTCS �(2 2x10 AGQ MIN 4'-0" BELOW GRA E TYPICAL N13-0 1 - 2x12 AGO 5TRINCERS Q Q .° 2._0., — q,-0., — ,_O�� U O ,� (2)2x10 AC.Q LCDCER GALVANIZED AR AWAY - TYPIGAL Q - 111 'Lp ry m - - -r 4 � p 4^ 5° 2x0 AGO LEDGER L - (4)1 4' 14" M.L. — — — 722x12 P DC KET 2x0 'AG"O LEDG 2x8 ACG LC-DCER — ° C7 C, I l I r'9 P"RO'VIDE '"+�l" TYPE 'X' CYPSUk BD. e 0 ry ON C:EILINiB \ tv ry N) In 5'-O" ALL F,.'IRECTIONS U O V ° z FROM BOILER ® � \ 0% ._ — -_ _. _._ -_ -__ _I XIII u: I 8'-7" 0" 10'-O" _ .9 1 VUIT moi,-",r"Y_ TiIP_U FJ� )F F'`'�'r — 4" VENT STAGK THPJJ ROOF a 7 C1 a m x ry t-- — - ry ry M ry m p - Dry, T,O:��x2 xll" GONGMFTC. J - 4" GONG. SLAB WITH 6x6 - T `> nI�AE OF �- 12" 0 o / a A+ 3 12'-1" #10/10 N.W.M OVER �� n G cp ) E+��F' - TLAVi� 1�AV '-ff 4 MIL P V C. VAPOR BARRIER G _ I INC m ry N / �V (3)13/4" 14" M.L. / w m 4L j ��r L t �'�� I 1 2ND FL. POGlCET D -1 f- 1 �� F -I 1 1 ((4)13/4"x1 " M L LLL 1 III l L J I_ J �. L _ J L . .Y 4+ L . 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-- - -- BAETErIENF __—__ ____ .�______-__ _____- - - --U— �_- I - _ ��, TEP DASNIRCOIIIREC �� - -- ---- --- �✓ -- - - - - -- - - -- -_- - - -_ - --_ -- -__ - l rl ° [h �� ' / � ICON (VJ � T ) E f -r ISE_ - v/� rICN (EA5T) - - - -- ,�,LE_ � ELEVATION N�1� �� - ALE - - - ti,, I date: (_' 'IL�Fh'•I: E a-l3'-R r 'Ih AI IF I r 'IIL 1 drawn by: " l4 I FY' IC L':_t" 'A I /-1IE �rchite�t tRIK FI R Horth Welhaoc, I Avenue 11 T I L_ I_ I`IY _I +.2b 5-10� 02005 3q " FAX 22C�-_0156 HEoAPI :,YAHC h`J.00T 1 „ dw YIO _ + rT41 "i�I r 'v'•' 11 'll q 9 k OF . `"s I I MOTES, SPEC 1 F I GAT I ONS 4 DETAILS(UPDATED cwi—o4) 20'-0" 4q'-o" _ COMPONENT 4 CLADDING PRESSURE ZONES- 8301.2(8) GENERAL NOTES PLUMBING NOTES (a= 4'-0"IN ALL GASES) a q a q q q a 1 ALL CONSTRUCTION TO C,0+ORM TO ALL STATE AND LOCAL CODES I PLUMBING TO CONFIRM TO STATE AND LOCAL CODES 40'-1 0 2 THESE DRAWIN65 DO NOT WGLUDE COMPONENTS NECESSARY FOR 2 PROVIDE SHUT OFF VALVES ON ALL SUPPLY LINES AT ALL FIXTURES fff CONSTRUCTION SAFETY CONTRACTORS ARE SOLELY RESPONSIBLE FOR 3 INSULATE ALL SUPPLY LINES SUCH COMPONENTS 4 PROVIDE FROST PROOF HOSE BIBS A5 PER PLAN MINIMUM 2 PER NEW RESIDENCE a 3 __2 __ _ 2 3 a 3 _ 2_ 3 3 _ 2 _ 3 a ___2 3 BUILDER TO OBTAIN GERTII(GATE OF OCCUPANCY(G O) 5 ALL FIXTURES TO BE AMERICAN STANDARD KOHLER OR APPROVED i Q ^ 4 BUILDER TO CARRY WORKN14N5 COMP INS IN AMOUNTS A5 REQUIRED BY LAW EQUAL,FURNISHED 4 INSTALLED BY CONTRACTOR GHIMNEY 5 ALL WORK 5H b PIPING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES SHALL BE FULL1 GUARANTEED FOR ONE YEAR AFTER G O 15 ISSUED 6 OWNER TO BE RE5PD ON5113b FOR FINAL SURVEY AND COSTS AS REQUIREARE TO COMPLY w/8321 3 I I I I I I I v I 7 WATER t DRAINAGE PLUMBING IS TO BE INSTALLED IN ACCORDANCE w/SECT GRIGKET 5 h I I I I I I f �' I BY BUILDING DEPARTMENT , P2603 WOOD FRAME DRILLING 4 NOTCHING ARE TO BE IN ACCORDANCE w/ LINE OF WALL BELOW v I I I I I I I I 1 I I 1 ARCHITECT HAS NOT BEEN 4ETAINED FOR ANY FIELD SUPERVISION OR INSPECTION P2603 2 PIPE PROTECTION AGAINST PHYSICAL DAMAGE i CORROSION 15 TO BE \ I LINE OF WALL BELOW 5 1 9 I I I al I 8 DRAWIN65 ARE NOT TO BE SCALED BY CONTRACTOR ANY DISCREPANCIES ON 15 TO BE IN ACCORDANCE w/P260321 f P26033 SEE P26034 4 P26035 FOR PIPES IN 1 4 4 21 O O 12 21 O 12 1 O 12 I O 2 O ' DRAWINGS ARE TO BE BROUGHT TO ARGHITEGT5 ATTENTION IMMEDIATELY FIRE RATED ASSEMBLIES AND THROUGH FOOTING5/FOUNDATION WALLS o I I I I I I I I PRIOR TO CONSTRUCTION 8 PIPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE COVERED w/A SLEEVE Oo I I 1 I I �� 1 Cl TH15 ARCHITECT HAS BEEN DETAINED FOR WORK SHOWN ON THIS DRAWING ONLY 2 PIPE SIZES GREATER THAN THE PIPE PASSING THROUGH IT IN AGGORDANGE w/826035 1 I I 1 I i 1 I 4 PIPE SUPPORTS ARE TO COMPLY w/5EGT P2605 TABLE P26051 APPLIES EXCEPT LEAD _ _T - —I O OI I I I I I 1 ARCHITECT IS NOT IeESPON ISLE FOR OTHER ALTERATIONS AND CONDITIONS PIPE IS NOT TO BE USED PIPE MATERIALS ARE TO COMPLY w/SECT 82608 (2)2 6 Q o '-- ------ --' '- -' - -' -- -- FIRE/ SMOKE DETECTION O a 3 2 2 3 a 3 2 3 3 2 3 a 2 I INSTALL SMOKE 4 CARBON MONOXIDE DETECTORS AS SHOWN ON PLAN SITE NOTES - I ALLS SABLE ROOFS GABLE ROOFS HIP ROOFS 2 SINGLE 4 MULTIPLE 5TATIO4 SMOKE ALARMS ARE ALSO TO BE INSTALLED IN CELLAR > R X —m (8 5 10') (10' S 8 S 45') (10' S B S 30') AND SHALL BE INTERCONNE,TED 50 THAT THE ACTUATION OF ONE ALARM WILL ACTUATE ALL ALAR"5 IN 0 x OCG 16 } TO GOMFLLY w/R5112�A1 E#q/8311 I POWER SOURCE FOR SMOKE ALARM SYSTEM IS 2 PITCH 6,RADE AWAY PROVIDE DRY WELLS AS REQUIRED W5 AT LEAST ONE CARBON MIOXIDE ALARM 15 TO BE PROVIDED IN EACH DVELLIN6 UNIT, 3 ALL TREES WITHIN 15 OF CONSTRUCTION TO BE PROTECTED �O { IN THE IMMEDIATE VIGINITYOF BEDROOMS ON THE LOWEST FLOOR LEVEL THF GARBON 4 ANY LANDSCAPING DAMAGED BY CONSTRUCTION OPERATION SHALL I Q = ad NAILS{� b"o/c 0 0 0 MONOXIDENITBE INSTALLEDB BE MAINTAINED IN ACCORDANCEING w/UL 2034-2002 STD BE REPLACED A5 REQUIRED (2) = IOd NAILS® 6 o% h h h MANUFACTURERS IN5TRUGTI`)N5 5 ALL CURBS SIDEWALKS ETC, DAMAGED SHALL BE REPLACED ±5'-O" HIGH KNEE WALL �/ oI �/ I 1 (7 = IOd NAILS® 6"o1c (10'S 0<-45') (10' S 0_< 30') EI_EGTRIGAL NOTES EXCAVATION NOTES „ n , n 5+' w/PL400 GONSTRUGTiDrt ADHESIVE I ALL WORK SHALL COMPLY WITH THE NATIONAL ELECTRICAL CODE AND I EXCAVATION GONTRAGTOR TO EXCAVATE TRUE TO LINES AND GRADES - x N 10-O I 4 22-� _N N — (NOTE, a= 4'-O" IN ALL GASES) DOWN TO SPECIFIED LEVELS X I LOCAL UTILITY GO 2 ALL TOP 501E TO BE STOCK PILED FOR FUTURE USE ALL EXCAVATED GOOD 1511 X (1J 2 ON NEW WORK BASE BID J'200 AMP SERVICE iq'-T' I 4'I N 15'-4" "� 4L '�v \ O 3 ALL 1NIRIIJG TO BE MIN 14�W6 MATERIAL NEEDED FOR BACK FILL TO BE STOCK PILED SEPARATELY NOT NEEDED v I N 2)2x1 2)2x1 2)2x1 4 CONVENIENCE OUTLETS TO 18 AFF UNLE55 NOTED OTHERWISE MATERIAL AND UNACCEPTABLE MATERIAL TO BE LEGALLY PEMOVED FROM 51TE 5 PROVIDE GROUND FAULT IMERRUPTER OUTLETS A5 PER CODE \ �- �.. - OTE: ALL MECHANICAL CONNECTORS SHOWN IN DETAILS ARE MANUFACTURED 3 MODIFIED FILL SHALL BE PLACED IN 12' LIFTS 4 COMPACTED TO g53o OF Q c • � W/G I G I 6 ELECTRICAL CONTRACTOR PROVIDE HOOKUPS FOR HEATING AND AIR MODIFIED PROCTOR DENSITY ' 0m �� I BY USP STRUCTURAL CONNECTORS - OR APPROVED EQUAL, UNLESS NOTED -1 EL GTIR CAL CONDUCTOR NETRATION5 THROUGH BUILDING STRUCTURAL i(1 LINE OF TRAY GEILIN6� ( LAV ` zo N �N c;�'zo N \ N_ 420 N j R1 CD I-1�-1 I - I I�J I - 1 I 7-� ( - � I I I COMPONENTS MUST GOMPLT w/SECT E5302 REINFORCING NOTES cz /L/ k � �/ xz X x acZ X X xz x _ �/ RAFTERS TO RIDGE CONNECTION FLOOR TO FLOOR CONNECTION OPTION A 8 PROVIDE MAINTENANCE C,1=ARANGE AROUND CIRCUIT BOX BOILERT E3305 ,ETC I Q _ I- IN N I- IN N I- IN (I A ELEGTRSEE GGAL GONTRAGTORIrO COORDINATE WITH OTHER TRADES I ALL NTERMEDIOATRCING BARE,E GRADE NEWOBE OF THE BILLET STEEL D1AMETER G0 FORMINOW TO DA50RMAEp _J 0 cl� �w ^ de1XI d�W [� `NOT iZEG2 D WHEN _ _ + 615 GRADE 60 HAVING A DESIGN STRENGTH OF b0,000 PSI _N I COLLAR TIES ARE OPTIONAL NAILSF- I 2)1X12 x X 2)2X1 2) 2)2x1 - - /„ (WOOD SHRINKAGE END LENGTH 1 DESIGN LOADS 2 TYPICAL COVER FOR ALL REINFORCING BARS BE THREE (3) INCHES N 5 1 0� � Lu m X ` I m 1 X tl USED ® Iv O/G © FOR BARS PLACED AGAINST EARTH AND 2 FOR BARS PLACED �J I X N MAY OGGUR AND DESIGN LOADS ARE IN GOMPLIAI:E w/SECTIONS 83013 83014 d 3015 N 1 AGAINST FORMS UNLESS OTHERWISE SHOWN � �' I o � ��0(`1 i � B' � UNDERSIDE OF RIDGE CAUSE STRAP TO ROOF LOADS ALLOWA.ELE DEFLECTIONS COMPLY w/SECTION 83016 3 \ ' X � � 3 � 3 ALL BARS TO BE CONTINUOUS UNLESS SPECIFIC LENGTHS ARE SHOWN X � N X f(1 1 1 _ O o SNOW LOAD — 45 P5F N J N E N I Ll O L5268-615 Ibs UPLIFT 8/12 BUCKLE OUTWARD DEAD LOAD --- -- 15 P5F TABLE 8301 2(5)RESIDENTIAL CODE OF N Y 5 (PAGE 31) ALL SPLICES TO BE FORTY(40) BAR DIAMETERS MIN 13/°X14° MIGROLLAM RIDE 1 I (1) Ibd NAILS INTO RIDGE ATTIC LOADS " 4 WELDED WIRE FABRIC,(WWF)TO BE 6 x 6"SPACES #10 x 010 GAUGE - - I (1) Ibd NAILS INTO RAFTER ° STORAGE 1 20 P5F WHICH SHALL CONSIST OF GOLD DRAWN MEMBERS HAVING AN 0 - _ s ° c, 1 NON STORAGE 10 P5F-TABLE 4-1 A5GE(PAGE 13) ULTIMATE STRENGTH NOT LE55 THAN'10,000 PSI WWF TO BE PLAGFD _ W M D~ TNN26-640 Ibs UPLIFT FLOOR LOADS -TABLE 4-1 A56E(PAGE 13) A5 5HOHN ON THE PLAN N - - - +G M ,i \ I � _ � N QO)IOd NAILS INTO RIDGE CLEAR SPAN LIVE LOAD --40 P5F 5 ALL REINFORCING TO BE SECURELY FASTENED TO RESIST MOVEMENT O — — 13/"X14 MIG OLLM 9106E (1) IOd NAILS INTO RAFTER 12/12 DEAD LOAD -- 10 P5F-TABLE 4-1 ASCE (PAGE 13) DURING CONCRETE PLACEMENT \ I N In t 6 WELDED WIRE FABRIC OF EQUIVALENT STEEL AREA MAY BE I`f) _ � __ -_ 1314"x14" MI R LLAM RI06E ` TYPICAL STA24 WALL LOADS 15 PSF 5UB5TITUTED FOR ANY REINFORCING BAR GRID x tj 26 �o d / s LSTA24-480 Ibs PLIFT WIND LOAD DEAD D -- 120 MPH NIT) o 20 GA U'4 x24' FROM FIGURE 6-I( A5GE GAGE 40) GONOPETE NOTES v ° HI H RAIL 0 0 (I6) IOd NAILS FROM FIGURE R3012%RESIDENTIAL CODE OF NY5 (PAGE 30) 36 L G I ALL CONCRETE TO BE F 'c - 3500 PSI a 28 DAYS UNLESS OTHERWISE NOTED \ I^• UP IFT r WIND EXPOSURE 6 CATEGORY -GONG STEPS TO BE 5,500 V c® 8 AY Q I �6 8 4 b IW _ 1 0 0 END LENGTH FROM AF 0 PA WOOD FRAME GON5TRUGTION MANUAL 2 ALL EXPOSED CONCRETE TO BEAR 1 uTRAINED = - 1 +6 fle H W S D I J H H5 D ` 'Z 2 / _ _ O 1 I" MIN o SEI5MIG LOAD y CATEGORY G 3 SOIL VALUE ASSUMED AT =-2 TONS PER SQ FT AT DEPTHS NOTED FROM FIGURE R3012(2)PT5IDENTIAL CODE OF NY (PAGE 28) 501L CONDITIONS TO BE VERIFIED PRIOR TO CONSTRUCTION 0 0 WATER FRONT OR PROPERTIES IN CLOSE PROXIMITY TO BEACH CANAL � I oi � — � 1 FLOOR-TO-FLO ° CLIMACTIC 41 GEOGRAPHIC DESIGN CRITERIA -501.2(1) WATER ETC, TO PROVIDE THIS OFFICE WITH TEST HOLE DATA BY — — — f= D / — — — — — — — — — I L5268 6 TMU26 DEGAY -MODERATE LICENSED OR CERTIFIED SOIL MECHANIC LINE OF TRAY GEILIN6 �I ~- - -� o� -J INSTALLATION © o/G {, 4 BOTTOM OF EXTERIOR FOOTINGS TO BE 3'-0 MINIMUM BELOW GRADE -� o� TYPICAL LIGHT SLOPE HANGER r TERMITE r; MODERATE 5 ALL FOOTINGS TO REST ON VIRGIN UNDISTURBED SOIL O '311 (2)I3/4"XII,7W M L (2) 3/4"X11-/g + M L / rr FLOOR TO FLOOR CONNECTION OPTION 'B FROST LINE DEPTH - 36 INCHES 6 STEP FOOTINGS DOWN A5 REQUIRED MAXIMUM STEP FOOTINGS SHALL _N I =� Q/ 17, _� _� _� INSTALLATION ICJ O/C, WINTER DESIGN TEMP II' F BE ONE VERTICALLY TO TWO HORIZONTALLY WHERE ELEVATIONS CHANGE Lf) °� X r� r� _ Q/ - r� r� ( SIZE OF HANGER DETERMINED BY 51ZE OF RAFTER TYP GONNEGTION FOR TWO ICE 5HIELD , REQUIRED 1 WALL FORMS TO REMAIN IN PLACE IN PLACE 3 DAYS MINIMUM 11 (N - 2 2x12 D - - \ 8 CURE AND SEAL ALL SI AB5 ON GRADE WITH 2 GOATS HORN CLEAR SEAL OR EQUAL X X N — X X STORY APPLICATIONS NAILING 50HEDULE (120 M.P.H. WIND LOAD) 4 CONCRETE CONTRACTOR SHALL PROVIDE ADEQUATE BRACING FOR ALL �� .r - x �� _ POST ANCHOR DETAIL MINIMUM SHEAR WALL SEGMENT 51ZE FROM WFGM-c15 WOOD FRAME GON5TRUGTION MANUAL FOR ONE 4 TWO FAMILY DWELLINGS WALLS AS REQUIRED TO RESIST WIND AND CONSTRUCTION LOADS 4"4L2`1 O" "'- �,�/ �� "'- N I\ Q m +/ �� m ASPECT RATIO H/L-< 3/2 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 10 PROVIDE SAWED OR KEYED AND FORMED CONTROL JOINTS FOR SLABS ^ /1 (^V ry 1�/ I - W2 WALL HT. (H) M T WI H W AND WALKS ON GRADE AT 20-0 MAXIMUM IN BOTH DIRE6TION5 / Q - N / ROOF FRAMING 11 PROVIDE SLEEVES IN POLN177ATION WALLS AS REQUIRED FOR ELECTRIC " " II I " �� ' I ' " ( ' T" " + q'-I" 1 2'_8 RAFTER TO TOP PLATE(TOE-NIILED) 12"TO 16"5PAGIN6 PER RAFTER PLUMBING MECHANICAL ETC COORDINATE WITH OTHER CONTRACTORS 12'-2"\ 4 -O 4 -D 12 -2 4 8-� Q -O 10'-I° 3'-0 (3)8d COMMON DRAWINGS AGENCIES ETG Su 0 Lr ' 24'SPACING 12 CONCRETE FOUNDATION WALLS TO BE CAST MONOLITHIC NO I (5)ad COMMON HORIZONTAL JOINTS SHALL BE PLACED IN WALLS _77O O O O °� 13 ALL EXPOSED CONCRETE SLABS TO RECEIVE ARGHITEGTURAL FINISH AND ° TYPIGAL� GEILIt1G JOIST TO TOP PLATE OE NAILED) 12"TO 16"SPACING PER JOIST SCORINS AS PER PLANS AND SPECIFICATIONS Q E{ 2' ° 0 o UPHD8 INJSTALLATION II (3)8d COMMON 14 NO CONCRETE OR MASONRY SHALL BE PERFORMED IN TEMPERATURES HPH00 NTA 5/8" 24'5PAGING 40 DEGREES F OR,LE55 No CONCRETE SHALL BE CAST ON FROZEN SURFACES ' ° ° II (5)8d COMMON 15 NO ADDITIVES SHALL BE PERMITTED WITHOUT WRITTEN PERMISSION FROM ARCHITECT o Yt� THREADED ROD 16 ALL FOOTINGS TO BE 8 OR 6'PROJECTION ON EACH SIDE OF FOUNDATION WALL _ "r xr`," ."» F ° GEILIN6 JOIST TO PARALLEL RrFTER(FACE-NAILED) (SEE TABLE 31 BELOW) EACH LAP MIN (2)�4 REBARS CONTINUOUS,UNLESS OTHERWISE NOTED(SEE PLANS) Q Q N Q t 23/4" p GEILIN6 J015T LAPS OVER PAKTITIONS(FACE-NAILED) (5EE TABLE 31 BELOW) EACH LAP 11 PROVIDE MINIMUM 2"x4"KEY BETWEEN FOOTINGS AND FOUNDATION WALL A COLLAR TIE TO RAFTER(FACE NAILED) (SEE TABLE 34 DELON PER TIE 18 ANCHOR BOLTS TO BE HOOKED� DIAMETER x 1-0" LONG® 23 O.G MIN cv 2x R R cv (x PAU II_ L BLOCKING TO RAFTER(TOE-HALED) 2-8d EACH END (WITH 2 AT EACH CORNER 1'-0 EACH WAY E 1-O" FROM END OF EACH PLATE SECTION LINE OF WALL BELOW ©I ++ O/G LINE OF WALL BELOW Y i RIM BOARD TO RAFTER(END-rAILED) 2- 16d EACH END IN ACCORDANCE w/SECTION R322 2X85 R GR055-SECTION PAU f4 CRAWL SPACE VENTS IN ACCORDANCE w/840816 ARE TO BE LOCATED WITHIN 2X8 R = " X R R IOd NAILS ALL HOLES - r r WALL FRAMING 3-0"OF EACH CORNER OF THE BUILDING 1: IIIIIINIII. I6 OCG TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 6d PER FOOT 20 ALL FOUNDATION WALLS AT BASEMENTS TO RECEIVE BITUMINOUS WATERPROOFING I b 0 G I TOP PLATES AT INTER5EGTION°(FACE-NAILED) 4-1 6d JOINTS-EACH 51DE CARPENTRY NOTES LEDGER DETAIL STUD TO STUD(FACE-NAILED) 2-1 bd 24 O/C %2"O x 4%2" LONG HEADER TO HEADER(FAC�,NAILEL?/' Ibd 16"0/0 ALONG EDGES (2)2XIO *`(2)2 FJ (2)2 IO 4 I ALL WOOD SILLS BLOCKING NAILER5 ET(, IN CONTAGT WITH 1 s LAG BOLT5 ® 16"O/G TOP OF BOTTOM PLATE AS-v' '[ND NAILED) 2-1 bd PER 2x4 STUD MASONRY,CONCRETE OR 501L TO BE GGA PRE59JRE TREATED 1 4 (2) AT EAGH END .w•� r _ 2 PROVIDE ALUM TERMITE SHIELD 4 SILL SEALER AROUND ENTIRE PERIMETER ,_, _[n `- I �' HURRICANE STRAP DETAIL IOd NAILS ALL HOLES t` ' ,f 3-I bd PER 2xb STUD 3 ALL NAILS BOLTS JOISTS HANGFR5 d FRAMING CONNEOTOR5 TO 1 4-1 6d PER 2x8 STUD r k { .1 - BE HOT-DIPPED GALVANIZED 1 IN OF W 4LL BELON r I�TSOF BOTTOM PLATE TO FLOOR J01St BANDJ015T ENDJOI5T 2-1 6d12 PER FOOT 4 ALL JOISTS IRAFTER5 HEADERS t GIRDERS SHALL BE DOUG FIR 1'b 850 PIGAL SUH28R OR BLOCKING(FAGS-NAILED) P51 MIN 5TUD5 TO BE MIN HEM FIR f b 850 PSI - qq5 Ib5 UPLIFT — 5 ALL SHEATHING SHALL BE 1/2 DOUGLAS FIR EXTERIOR GRADE PLYWOOD 5-7 rJ-O rJ-� _71-6" -5" I S'-O" u rs- FLOOR FRAMING NAILED bd s 6"OG 2 INTERIOR t INTERMEDIATE BLOCKING POINTS -- - - (12) 16d NAILS DEGK JOIST TO J015T TO SILL,TOP PLATE OR(ARDER(TOE-NAILED) 4-8d PER J015T COVERED WITH 15 LB BUILDING PAPER OR GELOTEX INFILTRATION BARRIER LEDGER INSTALL BRIDGING TO JOIST((TOENAILI ) 2-bd EACH END 6 ALL SUB FLOORS TO BE 3/4 PLYWOOD NAILED WITH TW15T NAILS a 6'OG PROPERLY TAPED 4 SEALED 54'-O w I BLOCKING TO JOIST(TOE NAILED) 2-8d EACH END I1 BLOCKING TO SILL OR TOP PLA1c(TOE-NAILED) 3-1 bd EACH BLOCK -1 ALL WALL CORNERS TO BE MIN 3 STUDS NAILED Ibd- 12 OG I G O/c LEDGER STRIP TO BEAM(PAGE NAIL1cD) 3-i bd EACH J015T 6 HEADERS TRIMMERS d JOISTS UNDER PARTITIONS TO BE DOUBLED BLOCK STUD TO FOUNDATION CONNECTION BAND J015TJOIST ON DTO JOI5T6ER TO (END-NAILED)AM ILEO) 33-ad PER JOIST-1 6d PER JOIST BETWEEN J015T5 UNDER PARTITIONS BLOCK STUD WALLS® I/2 STORY ° HEIGHTS t AT Ut15UPPOR7ED EDGES OF PLYWOOD • 0 BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-1 bd' PER FOOT q ALL GAP PLATES TO BE DOUBLED d NAILED WITH Ibd 0 12 Or, LAP GAP • ° 51MP50N M5T21 20 GA METAL STRAP, PLATES AT CORNER f TYPIGAL RT16T ° 12" MIN ON STUD SURFACE ® EAGH ROOF SHEATHING 10 HEADERS OVER DOORS AND WINDOWS UP TO 3-O WIDE TO BE(2)2x6 E ANCHOR BOLT ®16 O/G STRUCTURAL PANELS ad (SEE TABLE 38) FOR OPENINGS 3-0 TO 5'-0"USE(2)2x8 UNLESS OTHERWI5E NOTED TRU55/ RAFTER TO DOUBLE 0 DIAGONAL BOARD SHEATHING II FOR HEADERS OVER 6-0 LONG USE DOUBLE JACK STUDS PLATE INSTALLATION 16"O/r, 0 TYPIGAL LSTA36 I'xb or I'x8" 2-bd PER SUPPORT 12 MIN BEARING FOR JOISTS BEAMS t STUDS TO BE 3 1/2" I"x10"or WIDER 3-8d PER SUPPORT 13 PROVIDE 50LID BRIDGING MAX 8'-0 OG IN ALL FLOOR CONSTRUCTION (OR EQUIVALENT) GEILIN6 SHEATHING 14 PROVIDE COLLAR BEAMS AT RAFTERS AS PER STATE 4 LOCAL CODES 61RDER TO CONCRETE PIER DETAIL GYPSUM WALLBOARD 5d COOLERS 1 ,EDGE/10 FIELD (16 o1c 0 4-5 ABOVE ATTIC FLOOR) I5 ROOF FRAMING 15 DE51G1IED IN ACCORDANCE w/THE PROV151014S OF GH 3 x 3E'2" LONG LAG BOLTS MAP 4 NAIL STRAP AROUND WALL 5HEATHIN6 OF THE 1945 WFGM SILL fE @ ANCHOR BOLT ®23" OIC, STRUCTURAL PANELS ad (SEE TABLE 3 Q) 16 PARALLAM MIGROLLAM OR WOOD STRUCTURAL MEMBERS TO BE AS FIBERBOARD PANELS MANUFACTURED BY TJI CORP OR APPROVED EQUAL L5TA36-1,305 Ib5 UPLIFT " 1/16 bd 3"EDGE/b"FIELD 1-I MATERIAL FOR 5TRUGTURAL MEMBERS 15 TO BE IDENTIFIED IN AGCORDANGEw/R5021 6" 18 GA Pi"x36' ° 25!32" 8d 3 EDGE/6"FIELD MATERIAL FOR LOAD BRC, STUDS PLATES AND HEADERS ARE TO BE IDENTIFIED IN \\\I GYPSUM WALLBOARD 5d COOLERS l"EDGE/10"FIELD 18 STRUCTURAL FLOOR MEMBERS ARE NOT TO BE GUT,BORED,OR NOTCHED IN EXCESS LI i (1S) IOd NAILS x �, ACCORDANCE w/8602 I _ ANCHOR BOLT DETAIL EN THE LIMITATIONS SPECIFIED IN FIG 85028 GUTS NOTCHES AND HOLES BORED IN HARDBOARD 8d (SEE TABLE 3 Q) ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED UNLESS THE EFFECTS OF SUCH j SCALE %4" - I'-O" 5' PARTICLEBOARD PANELS 8d (5EE TABLE 39) PENETRATIONS ARE SPECIFICALLY GOH51DERED IN THE DESIGN OF THE MEMBER 414, TYPIGAL UPHD8 INSTALLATION DIA60NAL BOARD SHEATHING; IN ACCORDANCE w/R502.82 STUD DRILLING 4 NOTCHING ARE ALSO TO COMPLY I"xb or I'x8 2-5d PER SUPPORT w/86026 (SEE DETAIL) b, ' ANCHOR BOLT-TO-PLATE I"x10"or WIDER 3-8d PER SUPPORT 10 IN ACGORDANGE w/SECTION 8316 2 REQUIRED GUARDS FOR HANDRAILS APE TO HAVE I I f d FLOOR SHEATHING GAPS THAT DO NOT ALLOW PASSAGE OF A 4"m SPHERE -TO-STUD GONNEGTION STRUCTURAL PANELS x 20 STAIR TREADS SHALL BE 14 THICK CLEAR OAK UNLESS NOTED 2/ 21 INTERIOR TRIM SHALL BE CLEAR MATERIAL UNLE-55 OTHERWISE NOTED SHEAR WALLS ONLY- I OR LE55 8d 6 EDGE/12"FIELD 22 WALL d CEILING FIN15HFS ARE TO HAVE A FLAME SPREAD CLASSIFICATION NOT GREATER ( , GREATER THAN P I IOd 6 EDGE/6"FIELD THAN 200 IN ACCORDANCE w/R319 I t A SMOKE DEVELOPED INDEX NOT GREATER THAN (SLAB ON TRADE, ETG ) DIAGONAL BOARD 5HEATHIN6 450,IN ACCORDANCE w/R31g 2 TESTING METHODS MUST COMPLY w/R314 3 d R31q 4 I xb"or I'x8 2-5d PER SUPPORT 23 ALL OL05ET SHELVES TO BE CLEAR PINE UNLESS OTHERWISE NOTED UPHD8-3,300 lbs5C UPLIFT I"x10 or WIDER i '" 3-8d PER SUPPORT 24 PROVIDE 14 WOOD CLOTHES ROD IN ALL CLOSETS T + (8) C WOOD SCREWS 'NAILING REQUIREMENTS ARE BA5ED ON WALL SHEATHING NAILED b"ON-CENTER AT THE PANEL EDGE 25 CERAMIC TILE 5URFA6E5 4 INSTALLATION ARE TO COMPLY w/81024 OTHER FINI5HE5 FOR CORNERS d TO COMPLY w/8102 5 4 8102 6 TYPIGAL SHAG UPLIFT OPENINGS 6'-O"OR i 21F WALL SHEATHING 15 NAILED 3'ON-GENITER E THE PANEL EDGE TO OBTAIN HIGHER SNEER CAPACITIES, GREATER �� 4 F NAILING REQl11REMENTS FOR STRUGURAL MEMBERS SHALL BE DOUBLED OR ALTERNATE CONNECTORS SUCH ROOFING / SIDING NOTES 8510 ESCAPE/ RESCUE OPENINGS RG GONNECTION INSTALLATION r `r' t VA�SESHEIEAAR PLATES SH SLBE CON NUOUS MAINTAIN NIN THE PATH THE TABULATED NUMBER OF NAILS SHALL LEGEND/ SYMBOL NEW YORK STATE ENERGY GORE A5 PER CHAPTER rJ' RIDGE STRAP DETAIL BE PERMITTED A IN 15 CO T TO I-IUS,O NAIL PER FOOT ROOF COVERING MATERIALS ARE TO COMPLY w/SECTIONS 8902 8904 4 8905 AND ; /+fW IN ALLATI ON @ 16" o/G 4 34 CLEAR L r r ARE TO BE INDENTIFIED ACCORDANCE w/89044 ROOF DRAINS ARE TO BE INSTALLED - SEE ATT�v.-r ,�+, GIRDER TO 5.5.8. COLUMN DETAIL A GIRDER TO 5.5 P. COLUMN DETAIL 'B TABLE TI RIDGE TENSION ,I TABLE EM NTS FRAFTER/20 PS6 JOIST HEEL JOINT CONNECTION IN ACCORDANCE W R903 4 DRAWIN65 AND DETAILS TO BE SUBMITTED - EXISTIN$TO REMAIN LST 24- q80 Ib5 UPLIFT �',' �!1I N I MUM OPENABLE 20" CLEAR � CONNECTION REQUIPPMENTS i REQUIREMENTS FOR 20 PSF ROOF LIVE LOAD 20 GA 4x24" T ROOF ROOF FASTEST ND5PEED 2 ASPHALT SHINGLE UNDERLAYMENT 15 TO COMPLY w/SECTION Rg052 3 SELF SEAL - EX15TIN3, TO BE REMOVED (Ib) IOd NAIL5 AREA 5 7 50 FT MINIMUM PITCH SPAN(FT) 120(MPH) r ROOF SPAN(FT) STRIPS AND FA5TENER5 ARE TO COMPLY w/840524 4 R9o525 DETAILS OF ASPHALT 0 0 312 12 4 12 20 28 36 5HIN6LE ROOFING INSTALLATION ARE TO BE SUBMITTED FOR ROOF SLOPES OF 4/12 - NEW 4"OR 6' WOOD STUD 16"OG PARTITION 12 (SEE EXGEPTI ON) I6 1, RAFTER RAFTER REQUIRED NUMBER HE Ibd D5 TO CONFORPLE M w%AS MD226 TDYPE GOROA5TM 04869 TYPE I IN AGGORDANGE w/RG052 SLOPE SPACING(IN) COMMON NAILS PER HEEL JOINT WITH 112"GYF5UM INALLDOARD,BOTH SIDES / I ° ° 240 8 12 4 5PbGEL25 8 II 3 FOR ROOF SLOPES ICE PROTECTION THAT CONSISTS OF AT LEAST 2 LAYERS OF UNLESS OTHERN15E NOTED 0 0 0 o UNDERLAYMENT GEMENTED TOGETHER OR A 5ELF ADHESIVE POLYMER MODIFIED BITUMEN 412 12 3 312 16 5 8 II 14 SHEET 15 TO BE USED d 15 TO EXTEND FROM THE EAVE 5 EDGE TO 24 MIN INSIDE THE `m MINIMUM OPEN I NCS � � 0 0 3/1," GALVANIZED � Ib 4 24 -1 II I6 21 EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE w/R905 2-71 -GA5T-IN-PLACE COW-RETE ° LAG BOLTS (4) 20 SI 12 3 5 6 8 4 FLASHING MATERIALS ARE TO BE CORROSION-RESISTANT AND INSTALLED IN 1 �E16HT 24" 24 6' 412 Ib 4 6 8 II ACCORDANCE w/87038 84032 t Rg0528 1 5 HOUSE WRAP MATERIAL OR BUILDING FELT t IT INSTALLATION ARE TO COMPLY w/8-1032 - 5/8 TYPE X FIRED RATED SHEETROGK OPENABLE 28 1r 22 3 ¢ 16 6 HEATHER RESISTANT SIDING ATTACHMENT AND MIN THICKNESS ARE TO COMPLY w/81034 OPENASLE 32 8 I AREA = \ / CONTINUOUS WELD 512 16 3 5 7 4 v AREA � 512 12 3, 24 4 1 10 13 INSULATION NOTES M I N I MUM OPEN I N6 / QW 1 I6 4 12 3 3 4 5 1 „ \ � / N Y 20 4 -112 16 3 4 5 6 1 ALL EXTERIOR WALL5 ROOF 4 FLOORS OVER UNCONDITIONED SPACES - DUPLEX REGEPTAGLE WIDTH 20 \ x � S S P GAPS - KLGG SERIES 24 5 24 3 5 1 4 SHALL BE INSULATED ALL INSULATION TO BE FIFFROLA55 FOIL FACE 57 5Q T Z Ibd NAILS ALL HOLES STANDARD BASE PLATES t GAPS 28 61` 12 3 3 3 4 WITH FOIL ON WARM 510E CARE SHOULD BE TAKEN NOT TO TEAR FOIL VAPOR BARRIER DUPLEX(RECEPTACLE W/GROUND 5-1 5Q FT / F 32 1 9 12 16 3 3 4 5 2 AGOU5TICAL INSULATION TO BE PROVIDED IN WALLS FLOORS AND / N GIRDER/ POST/ FOOTING CONN. RIDGE TO WALL CONNECTION 12 3 3 —5 -5 3 PROVIDE PEORI�METER IINNSULATION AS PDER CODE AT ALLFOUNDATIONWALLS FAULT INTERUPTER MINIMUM\ MINIMUM 36 1 MECHANIGAL MAXIMUM SILL HEIGHT 6 12 12 3 12 12 Ib 3 3 3 4 4 R-VALUES ARE SHOWN ON SECTIONS -h - 5WITGH 01- 4�i 1I Z Ib 3 24 3 3 4 6 5 MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF 1 STORM SHUTTER DETAIL - FOR HOMES ONE MILE FROM ANY SHORELINE `t MINIMUM WINDOW 1LW MINIMUM WINDOW IRDER DOUBLE STUD 20 4 'NAILING REQUIREFENT5 SHALL BE PERMITTED TO BE IN5ULATI0f1 IN ALL WALLS/FLOORS/ROOFS/CEILIN65 IN ACCORDANCE w/SECTION R322 p- FOR 20 CLEAR HEIGHT OQ FOR 24 GLEAR HEIGHT RIDGE 24 '5 REDUCED 25%IF NAILS ARE CLINCHED 6 INSULATION MATERIAL 15 TO COMPLY w/SECTION P320 AND IS TO HAVE A FLAME SPREAD DIMMER 5WITGH 7-O X 28 5 2HEEL JOINT CONNECTIONS ARE NOT REQUIP.ED WHEN THE R106E 15 INDEX NOT TO EXCEED 25 w/A SMOKE DEVELOPED INDEX NOT TO EXCEED 450 TE5TIN6 A' CEDAR WINDOW TRIM Q 32 6 5UFPORTED BY A LOADBEARIN6 WALL,HEADER OR RI96E BEAM METHODS MU5T COMPLY w/A5TM L84 STD ALL EXPOSED INSULATION ON ATTIC FLOORS B / / 3/e"d'5TAINLE55 5TFEL EYE-HOOKS e 12 o/G F F MUST BE OPENABLE ��7- TYPIGAL SUH28R 36 1 'WHEN INTERMEDIATE SUPPORT OF THE RAFTER 15 PROVIDED BY VERTIGAL ARE TO HAVE MIN CRITICAL RADIANT FLUX OF o 12 WATT/GM2 TESTING TO 8E GARRIED / - THREE WAY 5WITGH _ I F-w= GG 5ERIE5 COLUMN GAP STRUTS OR PURLIN5 TO A LOADBEARING WALL THE TABULATED HEEL OUT AS PER ASTM EMO 5TD EXTERIOR INSULATING FIN15H 5Y5TEM TO COMPLY w/8"1034 W 1 THOUT KEYS OR TOOLS -'`� FLOOR IOd NAILS ALL HOLES , INSTALLATION -712 12 2 JOINT CONNECTION REQUIPEMENTS SHALL BE PtRMITIED TO BE I l6d NAILS INTO STUDS ALL HOLES THRU 16 3 "REDUCED PROPORTIONALLY TO THE REDUCTION SPAN WINDOA AND DOOR NOTES 1 1212 20 4 EQUIVALENT NAILING PATTERNS ARE REQUIRED FOR GEILIN6 JOIST - JUNCTION BOX IN GEILIN6 / / / OOD POST I \�\ IOd NAILS INTO RIDGE ALL HOLES 24 4' TO GEILIN6 JOIST LAP 5PLI(ES 1 ALL WIND0145 AND SLIDING GLASS DOORS TO BE VINYL GLAD WOOD I / WINDOW SCHEDULE AU SERIES POST ANGHOR 26 St 5TABULATED HEEL JOINT CONNECTION REQUIREMENTS ASSUME GEILIN6 WITH INSULATED GLASS SCREENS t LOGK5 AS MANUFACTURED BY H IN 5 D O -HARD WIRED SMOKE DETECTOR j o r J015T5 OR RAFTER TIES ARE LOCATED AT THE BOTTOM OF THE ATTIC ANDERSEN OR APPROVED EQUAL SIZES AND TYPES AS INDICATED ON DESIGNATION® UNIT NUMBER E6RE55 CLEAR LIGHT OLA55 VENTILATION OVERALL UNIT o RADE I 32 b SPACE WHEN GEILIN6 J015T OR RAFTER TIE5 ARE LOCATED HIGHER IN PLANS UNLESS OTHERWISE NOTED OPENING 50 FT 5Q FT 5Q FT AREA 5D FT r ` I 36 6 THE ATTIG SPACE THE TABULATED HELL JOINT CONNECTION REQUIREMENT5 2 ALL EXTERIOR DOORS TO BE INSULATED METAL,A5 MANUFACTURED I SHALL BE INGREA5ED BY THE FOLLOWING FACTORS 1 H WS.D O -HARD WIRED SMOKE DETECTOR I' — � 1 4 2 BY BENCHMARK,STANLEY OR EQUAL SIZES AND TYPES AS INDICATED 5 XS D H 7 66 I RAFTERS GEILIN6 HEIGHT/ + G M 4 CARBON MONOXIDE DETECTOR COMBO 1 _ i` CONCRETE FOOTING I` ROOF RIDGE HE16HT 5/6 4/5 3/4 2/3 I/2 I/3 I/4 I/5 I/b I/10 ON PLANS FULLY WEATHER-STRIPPED,LOOKS UNLESS OTHERWISE NOTED 3i"MARINE GRADE 2 50 x52 D H _766 ANCHOR 80LT + y HEEL JOINT CONNECTION 3 ALL INTERIOR DOORS TO BE 1 3/4'THICK HOLLOW GORE FLUSH ADJUST NT FACTORS 600 500 400 300 200 150 133 125 120 ill BIRCH UON ALL DOOR JAMS AND BUGK5 TO BE CLEAR PINE PLYWOOD o► WINDBORNE DEBRIS PROTECTION 5 3PX5o D H 5 7 MIN TYPIGAL UPLIFT CONNECTION FLOOR TO FLOOR CONNECTION E F 0 -EXHAUST FAN / 1 FASTENING SCHEDULE FOR WOOD ^ STRUCTURAL PANELS 4 54 x50 PH 5 7 MIN I U -ELECTRIC GARAGE DOOR OPENER / Ii FASTENER 5PAGING(INCHES) 5 5Ox3O PH (FOR OPENINGS) (GANTILVER GONOTIONS) PROi�OSED RES I DENGE date FASTENER PANEL 2 < 4 < 6'< 0 2 TYPE SPAN PANEL PANEL PANEL 6 5 XI SLUR INSTALLATION -2 -05 S 2' SPAN SPAN SPAN 20 XrJ2 D H c�16"o/G INSTALLATION 9 16 o/� z AOR 1 Ea AR TYPIGAL KST257 T f� ��0 y% - " 2h *6 <4' t 6 S 8' 8 TYPIGAL LSTA24 LSTA24-480 Ibs UPLIFT N MR FRES I T \N 1 �� \ O E GF F�� drawn by / WOOD 16 16 12 Cl Cl L5TA24-480 Ib5 UPLIFT \, B SCREWS 20 6A 1%x24 (Ib) IOd NAILS - 1 1 Q y ERIK FERENGSI K 1 O 20 GA I�"x24' O y 1 O (I6) IOd NAILS �? %_� 1 - - - - WOOD 16 16 16 12 11 - GRIPPLE STUD PROVIDE BLOCKING _ \ n\ �? �� We r A `' \ Avenue SCREWS 12 STRAP Ind nh r �1 r 757 fob no PANEL TO BE 4 LARGER THAN WINDOW \` t 1.x z p, / F • FOR SCREW DOWN SHUTTERS ONLY 13 - , 02005-SV-P 14 HE DER --,,,.. ^^UPL ".n 2 "�}�`:Ew 14219 STANLEY e1-4500 15 O END OF IFT HEADER C4N® BOTTOM OF EAGH 5TUD ++�' ��.�" ? ��cO� �6ARGH� 100 GOM yo / STORM PANEL HARDWARE Ib HEADER 5TUD5, IN ADDITION TO SECOND FLOOR PLAI�f , I ^� ,N dWg no 17 n TOP 4TOOT o MOF STUDS 4 NOTES AND DETAILS t °F 4 41'-0" 26-0" 4'-O" 11'-3 1/2" T-5 1/2" I I I T- 10" Il> GONGRETE FTC75 MIN 4'-0" BELOW GRADE (2)2x10 A Q TYPICAL N 2x12 AGO STRINGERS 13'-O" N rm - Iq'-II" O 21_01 6" 3' p" _ O (2)2x10 AGO LEDGER v O 1 X N �* w z �« _ •, cp p - N - GALVANIZED ARE WAY - TYPICAL O -- - - m - - 450; N O m N - - p 2x8 GQ LEDGER 1045 11 411 Lill 8" r- — — — — — — — (4)13i"x 14" L — — — — —+�i — (2)2 12 — — (2)2 12 — 2x8 AGO LEDGER 2 8 AGO LEDGER 6 F I BOILER Q\ I X �p ` J \� IE— PROVIDE 5/8" TYPE 'X' GYPSUM BD I c� O \ I N U f O z ON CEILING N r - - - - I EREGTIONS FROM BOILER i z m -- I - _ - N - - - �v �_ 8.' lo'-o" 8" 8'-7" «_ LL n III N N C HJ w + W I «1 y , N L� m �� \ -�0— \ 3%2"d) xG 11 S S P COLUMN ! 4 GONG SLAB WITH 6x6 I f 4" VENT STACK THRU ROOF ROOF 4" VENT STACK THRU ROOF #10/10 W W M OVER �- DN TO 2°x2°xl° GONG FTG 6 MIL P V G VAPOR BARRIER TYPICAL OF (6) 12'-i" O \ in p+�� Q O O , m m I1!%111-14" M L I DER 1` N « N m 4 1�2, 1�2 (3) „— — (4)13/" 14" M L 1 I- F -i f 1 r -1 ` POCKET----,, f r — T — ri2' — — ,F/ POGK T I L J �� J -_ L J J (3)13/"xI4" ML L J I I LAV WG « I � 2„ 2ND FL \F- � 4" a„ all 12'-4" f 5'-3" 3, G'-I , q,_O q _I , I 8" G O • z _ _ _ � O " " ,, Z VD- I 4" I 1i2 oa f X x � o � �, ,,2" — I T — PITCH SLAB I I - m 1 o , - - - - _o I r , _1 r I I T- — — cv N Q N N m � N I© 11/2 I1�2 Ire Ire°I 112" I Ire" ��„ 4„ I I _ w - � — S ---� I LAV 2 W a LL d l O w — / WG LAV AV No I I I I � � I _ I ,� „ G M D f x 3��, I SHOWER I ITU SH WER I 2 IS FL i ` 52'-10" Q O f N CO 14'-I I" N 1i2, 2" �, 4 2 2 2„ 4" 1 f 2 / I 2„ 2" 'O I . ►- 4„ GO GO I r / GALVANIZED AREAWAY - TO SANITARY SYSTEM O 7 I TYPICAL 4" G I HOUSE TRAP\ l I " � O •Y t i .,• ,+ , y. , , ,r • • , . 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