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HomeMy WebLinkAbout40530-Z Mtn Town of Southold 9/12/2017 P.O.Box 1179 a 53095 Main Rd pyol �o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39214 Date: 9/12/2017 THIS CERTIFIES that the building ALTERATION Location of Property: 105 Private Rd#31, Southold SCTM#: 473889 Sec/Block/Lot: 77.-3-25 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/17/2016 pursuant to which Building Permit No. 40530 dated 3/16/2016 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: ALTERATIONS TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Wasilausky,Philip of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40530 08-17-2016 PLUMBERS CERTIFICATION DATED 08-14-2017 ter Plum ' g Mthd Signature o�g�FFnt;r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o 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#: 40530 Date: 3/16/2016 Permission is hereby granted to: Wasilausky, Philip 26,Little Neck Rd Centerport, NY 11721 To: alter interior(to include new windows and doors) of the existing single-family dwelling as applied for. At premises located at: 105 Private Rd #31, Southold SCTM # 473889 Sec/Block/Lot# 77.-3-25 Pursuant to application dated 2/17/2016 and approved by the Building Inspector. To expire on 9/15/2017. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $200.00 CO -ALTERATION TO DWELLING $50.00 Total: $250.00 uildinspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1_ Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form)_ 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$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- $100.00 3. C60Y 6f Certifcate-of Occupancy--$:25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: �zl� _';VA1_VAZ,25 �lJ -.31 �GYll�fo�p Rouse No. Street Hamlet Owner or Owners of Property: 4%/ lz / Suffolk County Tax Map No 1000, Section 77 Block Lot 2s Subdivision r r/ Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applic t Signature _ OF SOUTy®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 lm • �Q roger.riche rtRtown.southold.ny.us Southold,NY 11971-0959 Ol�c®ulm,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Wasilausky Address: 105 Private Road#31 City: Southold St: New York Zip: 11971 Building Permit#: 40530 Section: 77 Block: 3 Lot: 25 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wilcenski Electric License No: 4723-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 20 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt 40A Recessed Fixtures 18 CO Detectors -Sub Panel A/C Blower Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 11 Twist Lock Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan, 2- Paddle Fans Notes: Inspector Signature: Date: August 17, 2016 00Electrical 81 Compliance Form.xls , Q so��y� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Sxz Southold,NY 11971-0959 BUILDING DEPARTMENT DD TOWN OF SOITA'HOLD AUG 2 U 2017 BUMDINGDEFT. CERTIFICATION TOWN OF SOUTHOLD Date: Building Permit No. �os3 O Owner: ph; p Wa-S i�(mis/--CY (Please print) Plumber: a"I r m `f (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers Signa e) Sworn to before me this day ofN-- J-A---� 20 ANGELA COTTONE Notary Public-State of New York NO.01C06338801 Qualified in Nassau County My Commission Expires Mar 21, 2020 Notary Public, �ftg� Co�lnty rAf s 0 4 0 TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 lNSPECTION ' I FOUNDATION I ST ROUGH PLUMBING FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTMT CONSTRUCTION FIRE RESISTMT PENETRATION A/1 ELECTRICAL (ROUGH) ELECTRICAL (FINAL) ] CODE VIOLATION CAULKING REMARKS: DATE-_ Sl-z4-/ I ep INSPECTOR'Z'0�1 0530 �f SO co u f0m, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION I FOUNDATION 1 ST �ROUGH PLUMBING F:NDATION 2ND 'INSULATION F M.NG / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ I EL TRICAL (FINAL) CODE VIOLATION [Lel'-CAULKING REMARKS: DATE — INSPECTOR2:��— e I-A �Q# a C�cWIIh,� TOWN OF SOUTNOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A"� wRevl�. eihl NJ4, cap- , �e✓ C(n�++� H finov, Awv. pVl Xl� "V 10 OrliMiJ I&XV Cly* t*o ),Do( Ids- CZ4 DATE INSPECTOR SOUTyolo �ycou 1,N 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: DATE ! ? /40 ANSPECTOR�� ,`o 0 o�'YOOUNi`�,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INS LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS:' o/ �/ T�� oLV ori ClAWA01 N h ADD Pool c-awk, ti " DATE UP INSPECTOR D A V I D J ® N A T H A N M A S S A A R C H I T E C T 31A HILLTOP ROAD , PORT WASHINGTON , NY , 11050-2725 516-883-4493 Philip J. and Barbara Wasilausky August 10, 2017 575 Goose Creek Lane • Job# 15080 Southold, NY 11971 Town of Southold —� Building DepartmentG ` ��v LZ r< Southold, N.Y. SEP 1 2 2017 V RE: Property location: 105 private Road, Southold, NY County Tax Map No. 1000-Section 77 Block 3 Lots 25 BTJ,-F,,P'TG DIRK PT° J TDV,7N, Of, SODUTROLD I David J. Massa Architect certify that the 3 x 10 Rough cut beam on drawing Al in the renovated family room was adequately replaced with a 2-2 x 12 beam in the same roof valley. Sincerely, Q: •• NATI.IfA,��Tt�C,A David J. Massa Architect, AIA PLANNING ARCHITECTURE INTERIOR DESIGN r - • r t • ROOM mom MUM, A Lam. _ Volw w MEMO fl-WO i LI r TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,' before applying? TOWN HALL '' Board of Health SOUTHOLD, NY 11971 - - - - - ­IetsrofBuildingPlans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 -- - - 7` - (y�irvey SoutholdTown.NorthFork.net PERMIT NO. (J Check i Septic Form N.Y,S.D.E.C. - _ Trustees � 0.0.Application Flood Permit Examined ' ,20 ( I ;f1 ,Single&,Separate L, TEE 17 2016 I ssessme4 Form Contact: fir/ Approved �. ,20 ,i ---�� -:— �- �� . Disapproved a/c - - ' Phone:,SSG Expiration '201,7 APPLICATION-FOR BUILDING`"PERM&T," r~TNSTRUCT'IONS-=' ': ' ;` Date 20/ (o , a.,This application MUST be completely filled in by`tjjrp'e n-ifef�drsiri.ink arid-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 premisesl,relationship to adjoining-premises or public streets or areas, and waterways. c. The work covered by this application,may,#not.be commenced,before issuance of,Building Permit. d. Upon approval of this application,the Building Inspebtor'wiil issue a l3uiiding'Permit to the applicant; Such a permit shall be kept on the premises,ayailable,•for inspection throughout,t4evork, ti, " e,No building shall be occupied`or us6d in whole or in paH 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;-'1 as_riot-dotrlrnenced within r2 months after the date of issuance or has not been completed within 18'months`from suclicia e,`If no zoning amendments or other regulations affecting the property have been enacted i`n the interim,the Building Inspect6f, authorize, in writing,-the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS•HEREBYMADE:to-the'B,t�ildi4&Depjartment1pr the issuance of a Building Permit pursuant to the Building Zone Ordinance of theTown,of Southold,%Sii f Cotirity;Neva Xork;,and,other:'applicable Laws„Qrdinances,or Regulations, for the construction of buildings, additibpt, or alt r tions or fqr xemoval or-demolitionas herein described. The applicant agrees to comply with all applicable laws, ordinances,buildiiig,code;ih4using'code,•and regulations; and to admit authorized inspectors on premises and in building for necessary inspections. i (Signatu of applicant or name,if a corporation) (1Vlailing:addre s ofapplicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder i IZ4554 A 1 Name of owner of premises, . A904AA (As"on the tax'ro_ll.orlatest,deed)-,,. , If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. 22 11-/ 21?_Q5_!/YJ�rPK 111_4_ WTo res Plumbers License No. 4425, 9-6= :✓ '' Electricians Li'cense'No.,.'� Other Trade's License No. 1. Location of land on which proposed work will be done: eA?AM House Number Street Hamlet County Tax Map No. 1000 Section ?7 B1ockc�R-_03 A'z'' "'' _ Lot 2,6 i Uf-•-.a 6.v /1I r �'\tai�\l:�iL•:y:11:.. �I t(f 1'111:��P:i i Subdivision Filed Map No. Lot 2. State existing use and occupancy of'premises and intended use and occupancy of proposed construction: a. Existing use and occupancy FAMILZ E�ff6IZ2 is 4 b. Intended use and occupancy__ 11 3. Nature of work(check which,applicable): New Building Addition Alteration__ Repair Removal, Demolition Other Work 4. Estimated Cost 100, (Description) OOD Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Nult'erro dwelling units on each-floor Lr .,� y a !w If garage, number of cars' 6. If business, commercial or mixed,occupancy, specify nature and extent of each type of use. /SIS 7. Dimensions of existing structures, if any: Front Rear Depth Height 'Number of Stories Dimensions of same structure with alterations or additions: Front 'Rear Depth Height ' , . . Number of Stories 8. Dimensions of entire new construction:,Frontv.�1, ,� .tt r. •r ":�Re'ar�,.-Kw �' -,', Depth Height NUmbe� of-Stories 9. Size'of lot: Front Rear e3 •.i„rt Depth 10. Date of Purchase�36Name of Form_'ex.Owner ' 11. Zone or use district in which premises dre situated"-'. 12. Does proposed con stfuc'tion'+vlolate,any;zoning'lawv;'bfdinariee orregulation?,YES:. . NOX 13. Will lot be re raded? '� "~ •” -g YES NO�WiII excess'fill�lie'�remoyed:,from,premise`s? YES 'NO � 14. Names of Owner of premises!!/G6!�,! 1�✓ IL ,KY.ddress .,. , .. Phone Name of Architect "' P one No Slra Name of Contractor7rcyyY, �2� �' :is;i Address= Bone No. 6Z42 9 15 a. Is t �G✓�,dls � e his property, 100:feet of;a.tidal wetlan•d.or•.&freshwater•�vetl'and?(*/YES'• ,,NO- * IF YES, SOUTHOLD TOW- 1.4,,-TRUSTEES &,D:E�C: PERMITS;'IVIA,1'',BErREQUIRED.- b. is this prop erty'Within3Mfeei,oft a`tidal,wetlarid?"*AYES"'+ N. * IF YES, D:E .C. PERMITS 1VfAY`BE REQL'J-IR^ED;4.1�'`�'''+.. ' 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on'propertyisWat'10 feet or below, must provide topographical data on survey. 18. Are there any covenants And,restrictions with respect to this property? * YES NO * IF YES, PROVIDEA.COPY.' STATE OF NEW YORK) SS. COUNTY OFD � being.jduly,pwjorn, deposes and says that(s)he is the'applicarit (Name of individual signing contract)above.named; • , •,:, 'a iii, • (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. Sworn to before me thisr- 1. r_ day of_ 20) Notary Public No got 98 L gnature of Applicant Notary Public.State of Near vow Qualified in Nassau 6ounty My ComnuBsion EW"09/22/20�� at V S�lyO Town Hall Annex 4 Jon �63�j'765°1254375 Main Road P.O.Box 1179 roer.richewi rn63-92 2051 n .us Southold,NY 11971-0959 Qr� �� 6 BUILDING DEPT. BUMDING DEPARTMENT TOWN OF SODA A A.D TOWN OF SOUTHOLD { APPLICATION FOR ELECTRICAL INSPECTiOh REQUESTED BY: n._ _ Date: 6 s / S'- / t Company Name: t1 c i fLt Name: ` License No.: 2- - Viet Address: Phone No.: (0 3 ( - 2_3 - (� 2_ S— 6" JOBSITE INFORMATION: {*Indicates required information) *Name: *Address: *Cross Street *Phone No.: ee 31 - - 6 7_,17 F_ Permit No.: L105 3 Tax-Map District: 1000 Section: Block: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES NORoDin Final *Do-you need a Temp Certificate: YES, Temp Information i f needed) �'� *Service Size: 1 Phase Whase 1 150 200 300 350 400 Other *New Service: Re-connect Unde ound Number of Meters Change of Service Overhead Additional In€ormafion: PAYM UE H APPLICATION p --0zL _824Request for I action'!orm ` W pF SOUr�®! Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 �Q • �® August 28, 2017 lyc®09� 1 � BUILDING DEPARTMENT J 6o o,&P TOWN OF SOUTHOLD JJ David Massa AIA '^ 31A Hilltop Rd Port Washington NY 11050 Re: Wasilausky, 105 Private Rd #34, Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Note: Need original copy of letter dated August 10, 2017 Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. o ® Final Health Department Approval. ®�—� �0► Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 40530 --Interior Alterations SCTM # ��= 1000-'77- 3 TOWN OF SOUTHOLD PROPERTY RECORD CARD OWNER STREET X60 VILLAGE DIST.1 SUB. LOT _ phi b Ali- Zd d sa ` Id 5 --j - ACR. FiE A30 /3 RK l2, 70J Z)6 .i►- j Vv�tSIIQG�S2` �Jli90 TYPE OF BLD. = PROP. CL�S�G.• �v LAND IMP. TOTAL DATE -706 FRONTAGE ON WATER HOUSE/LOT BULKHEAD TOTAL Ojou ELL-L-U ----------- TH TOWN-- OF SOUTHOLD ,,,"PROPERTY RECORD CARD fvql�%N l�( E(len Fet e V, STREET VILLAGE' D I ST,. SUB. LOT 0 ,+ - FORM OWNE E ACR. "Ile\1 n 4UuJ �Aj,e S W TYPE OF BUILDING RES.,j () SEAS. VL. FARM COMM. CB. MICS. Mkt. Value LAND IMP. TOTAL DATE REMARKS De- d_1 1,4? 0 -ev h 7 z- /.1 Z-V 4044 ,&g L 96479 74_G we-..4 4-,, W,'kLA_s �A&1.4 14.t76 7oo 56 0 0 -5 0 o141.�.:(,A I sl-S �2,7cal - wk-fed-, 11 14 onn 700 6-o -7300 5f/ 6 p 7 56, AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE ,,,5 FARM Acre Value Per Value 0 9,6--Q.0 n ova: t-'"o�-Cp, Acre /la;6 6_1 t 163 Tillable FR6NT'AGE ON WATER Woodland FRONTAGE ON ROAD �(C lov) J Meadowland DEPTH 120? House Plot__,., BULKHEAD "day/Z&, ?A/7 3750, r)6e) Total DOCK 2,51- 03 C/,/)p ?,3,5- H q,MIA,,q C�■■■■■■■■■■■■■■■■■■■■■■ ■■■■ ■■■■■■■■■■■■■■■■■■■■■■.■■. ■C...........■■■■■■■■ .■■■■■ ■■■■■■■■■a■■■■■■■■■■ ..... - - ,,s. �����. �� � 4, .4: �fi -�s � :'. ■■■■■■■■■yin■w��im■■■■■■■■■■■■■■ moomm wo _ ■■■1■■■■■■■■■f■■■■■■■■■■■■■■■■■ • ■■■■■i■■■■fdf■■■■■■■■■■■■■■■■■■ OF of 0 Basement xt. Walls Fire Place : - - . Recreation Room Kooms 2nd Floor 1 CgOyS fT SURVEY OF PROPERTY AT BA YVIEW prp f S 3o, G R A v TOWN OF SO UTHOLD .4 F �pIG f` SUFFOLK COUNTY, NEW YORK o W A S yT OF 1000-77-03-25 SCALE. 1 -20 f q r DEC. 21, 2000 �Q s2" ti Q /z RR TIf FEBUARY 8, 2016 ti �r us Cv'p8 Q to" FF0�f 0 j�TfR l CNAIN Q 9.c vast,-�' � " �"AV 4I K N 'cfNCf 'y' n� 'V � j�'•0' 236' oiO rc \XIX f I S, o- y C o' y,GGD �qC ry 3 /�O 0o Poste (• `ltij Lj 13 T o A� o� 01- IO` NTNG SACC y X GR411C4 Dp !S N/ 1 Vf�'AY XO PF �✓F 1 �3s F NE. �``� 1,25 ,�doe'-..4,, -•' •`• AREA= 14,490 S. F. LIC, ND, 49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION i ORS, P,C, OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, �' �'l - < 020 FAX,(631) 765-1797 EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICATIONS P. D, B 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF NORTH BA yylE� 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR ROAD 00-330 WHOSE SIGNATURE APPEARS HEREON. SDUTHOLD, N,Y, 11971 r GENERAL NOTES: WOOD: 1.General contractor is responsible for all work meeting professional industry standards for STRUCTURAL LUMBER: the Northeastern United States. 1.AII structural lumber shall be Douglas Fir#2 grade surface dried to a �.�•'BRED qq 2.All work is to conform to federal, state county and local codes,and regulations of all maximum of 14%moisture content,stress grade lumber. Lumber shall have the ��, `�••••••.•••Cy other agencies having jurisdiction. Notify the Architect and or building owner if building following minimum stress properties: FB= 1250 p.s.i., FV+75 p.s.i., E+ NOTE: PROVIDE SMOKE ALARMS&CO AT ' does not comply before making any changes.The contractor shall be held responsible if he 1,700.000 single use. DETECTORS PER NYS CODE has not notified the Architect before initial installation. 2.All structural lumber shall comply with and be erected in accordance with the *•° t"' 3.General contractor shall visit the site and verify all conditions and dimensions. Any National Forest Products Association's National design Specification for Wood NOTE: PROVIDE 7/16"OSB FOR EACH 3 D' discrepancies,voids or problems shall be reported to the Architect prior to proceeding Construction, latest edition all lumber shall be grade marked. WINDOW AND GLASS DOOR. PRE DRILL FOR SCREWS. STORE SCREWS ON SITE �'•,`�7 ..? with construction work. Should he fail to follow,these procedures and continue with the 3.AII wall openings 4 feet wide or less shall have double studs at jambs spans, W/OSB NUMBERED FOR EACH WINDOW 53 -, work, he shall assume all responsibility and liability arising therefrom. wider than four feet shall have double jack studs for header bearing plus stud. .....o°��, 4.The A.I.A.cocument A-201 latest edition General Conditions of the contract for 4.Provide lintels or headers at all openings,whether or not indicated on the FOR USE DURING STORMS. construction shall prevail where applicable. plans. Headers at nonbearing conditions shall be as follows: if span is 4 feet or '� 20' RIGHT DF WAY � ����' F „r►rr�r' 5.A submission of bid shall imply contractor acceptance of the drawings and all existing less(2)2"x 6"if span is 4 feet to 6 feet(2)2"x 8"if span is 6 feet to 9 feet(2) NOTE: PROVIDE CLIPS,TIES,AND cSTRAPS FOR ANCHORAGE conditions. 2"x 10" 6.Contractor shall be responsible for proper joining of their work to the work of other 5.If a header is not indicated at bearing condition, inform the Architect before ALONG THE LOAD PATH AT EACH RAFTER Lu Lu trades. General contractor is responsible for overseeing contractor in regards to this proceeding. AND STUD, FROM N 17'34'30' F 98.08' CO !Y joining of work. 6.AII pass through holes for electrical, plumbing and mechanical pipes shall be ROOF TO FOUNDATION NYS CODE 1604.8 _ _ 7.When approved equal, equal to, or other general qualifying terms are used, it shall be drilled at the center of the joist beam only. Diameter shall not exceed 1", if a & 1609.1.3 (rN o n �~ ry based upon the review and approval in writing by the architect prior to any purchase or larger hole is required , provide metal gusset collar by Silver-Teco or equal. ` I�z installation. 7.Built up members shall be securely spiked or bolted together. WORD DECK I ry W 8.The general contractor is responsible for a survey stake out prior to construction and 8.Do not shim joists, short studs,trimmer, headers, lintels or other framingj ~ M p iD � 36.2' protection of existing conditions. components. CO Z Iz 9The general contractior is responsible for a survey stake out prior to construction 9.Concealed spaces within partitions,walls stairs,furring, pipe spaces, etc.... N 00 maintaining all critical setbacks. shall be firestopped 2 �� o POOL N W 10.The word provide shall mean to furnish and install all materials necessary to complete 10.Provide joist hangers for all flush framed conditions as manufactured by Usp V p �. F- the work in accordance with construction standards. All work shall be exectuted as per Kant-Sag-Silber or equal. Install in accordance with manufacturer's WIz manufactures specifications. instructions. o "' r- o 11.General contractor is to indicate to the Architect the proposed dates and hours during 11.AII floor and roof joists shall be bridged with 2"x 6"lumber for each 8 feet of which work shall be performed. span and at supports,or 1"x 3"wood cross bridging. V170D DECK M r- The contractor shall prepare and update monthly construction schedules. The completion 12.Joists shall be doubled around all openings, under all parallel walls and ~ p y (AF & PA)AMERICAN FOREST AND PAPER R.R. TIE CURB ti date may not be extended without written notice. partitions,and at cantilevers beyond the foundation wall. � 12.General Contractor shall obtain obtain all approvals,construction sign-ups per each 13.AII wood joists,framing, post and furring shall be located 2"from vent flueASSOCIATION WOOD FRAME CONSTRUCTION I U phase as required by the building department, underwriters certificate, and Certificate of lines,outside face of chimney or masonry enclosing flues,and the spaces ! 21.4' a Z Occupancy. Owner is responsible for all fees. shall be fire stopped with non combustible materials. MANUAL FOR ONE & TWO FAMILY DWELLINGS ( p ) pp STONE PATIO 13.General Contractor is to supply to owner in writing a waiver of all liens. 14.Provide Hurricane clips as manufatured by Usp Simpson Strong Tie at new (WFCM) Z i o a s P H A L r C:) u j Q 14.Although these plans are drawn to scale, no dimension shall be scaled. If there are any roof rafters per section A5. X d m questions of discrepancies,contact the Architect. 15.Solid blocking in rafters shall be 2"shorter in depth than the rafters. o ass it L0 06DESIGN LOADS o 15.The General Contractor shall at all times keep the jobsite free from waste material and 16.Joists bearing on walls are to be anchored 6'-0"o.c.with 1/4"x 1 1/4"x 16" �1 0 b W r U) W O I- rubbish from construction. Broom clean affected areas and cart away all debris. wrought iron strap"T"anchors engaging three joists. b b r �_ 18.Where Framing Members slope, Cut or notch (2"MAX.)the end to five full LIVE 40#/S.F. y I a �j Q W } uniform bearing support. ►'1 a lw� EARTHWORK: Z z 8•7' 25.4' _ r"r F- Z O 1.Soil bearingcapacity used foundation design has been assumed as 4000 p.s.i. 19.Provide a minimum.of 4"bearing at all wood joists unless otherwise noted -- p Y g p on construction drawings. DEAD 20#/S.F. Footings must rest on level, undisturbed soil to the depth indicated on drawings. 20.Plywood sheathing Douglas fir: Roof sheathing 16"o.c.framing. Use APA C E 1 0 1 STY. FR. HSE. & GAR, ^S''��� v y Z W W contractor shall verify in field. rated 5/8"sheathing. < ,rya Z Q W 2.Fill used or encountered underneath footings,foundations,and slabs shall be Sub Floors: 16"o.c.framing. Use APA rated 3/4"plywood Exterior Walls: 16" SNOW 20#/S.F. w ^a� z CJ F- n- O F- compacted to a minimum of 96%maximum density. o.c.framing. Use APA rated 1/2"sheathing. Maintain 1.5:1 horizontal to vertical slope for any excavation adjacent to footings. 21.Use"Owens Corning"fiberglass Perma Ply-IV asphalt glass felt or equal on ° *at.� a z Z oZS Z 4.All materials used for back fill shall be free of debris and organic material. all roofs pitched greater than 3:12(conform to ASTM D-2178). WIND 60# S.F. � D Q rA F- 3. O 5.Water shall not be allowed to stand in excavlations until after concrete work has set. r O J � Z Contractor shall remove such water at his expense. FINISH LUMBER&SIDING: 6.Temporary sheet piling, shoring or bracing shall be provided as required to maintain 1.Standing and running trim exterior 5/4"azek SEISMIC YES DESIGNED FOR SEISMIC � �s•o' 2s.4� 22.9 y � � � p � a Z Z U5 excavatation banks in a safe and stable condition. 2.Fiber cement board 6"exposure clapboard siding entire house. I (D O O 7.No blasting shall be permitted without properpermits and licensing as required by law 3.Vented fiber cement board soffits. U m U N 8.Owner shall retain a licensed civil engineer tlo perform all design and supervision REFERENCE STANDARD I A z related to excavation of underground utility services,substandard soils encountered INSULATION: (less than 2 ton.ft.)roads,and site structures not usually considered archtectural in 1.To meet or exceed the requirements set forth by the N.Y. State Energy Conservation I nature. Code latest addition. 9.all existing trees and shrubs which interfere with the new construction and site work 2.All insulation(Batt or Rigid)shall be provided with an approved vapor retard max (n shall be removed and discarded,and or saved)for replanting as per owners request. permanence rating of 1.0 perm as manufactured by"Owens Corning"or approved equal. 0o w Verify with owner prior to work. Minimum requirements below: I ' Q 10.Final grade shall be prepared for landscaping. Walls+R-21 Floors at cellar+R-30 Ceilings(Cathedral or Flat)=R-38,or as indicated. I 0 SUBSURFACE DRAINAGE: Z Gutters,scuppers and leaders to be connected to dry well(4-6"pvc)in rear and side FLASHING: ro>` I` o yards. Provide drywells as required. 1.Provide vertical flashing at junction of roof(shield or deck)to walls typical. I _1 2.All flashing to be electroplated aluminim, or lead coated copper as noted. 532.26 Q CONCRETE: 3.Step flashing at chimney. All concrete work and form work shall comply with A.C.I. 318(latest addition.)Concrete 4.Roof flashing at hips,valleys and ridges electroplated aluminum. v S 17'40'30' W O Z x Reinforcing Steel Institute 5.AII steel beams, steel plates and steel lintels to receive fabric flashing. 96.53 6.Dri caps and flashing at all window and door heads. z Q manual of standard practice,American Society of Testing Materials(ASTM)standards P P 9 as noted, NYS code,and all other local codes and authorities. Chairs spacers and GUTTER AND DOWNSPOUTS: } J Z miscellaneous hardware as approved by CRS1. 1.All gutters, and downspouts to be aluminum.Color to be seclected. 2.Gutters and leaders shall be'continous runs with non leak joints. SUFFOLK COUNTY 30' RIGHT OF ~ (D FORM WORK: WAY 1. Reinforcing bars shall be intermidiate grade 60 new billet steel,deformed as ASTM A15- PAINTING: 0 Z 66,ASTM A408-66, and 1.New interior&exterior to be painted including walls, ceilings, siding,doors,windows ASTM A308-65 and trim. 2.All reinforcing bars to be lapped a minimum of 4'-0"at splices and corners. 2.Muralo or approved equal; 1 coat primer,2 coats of finish. Colors to be selected by < Q 3.Portland cement as per ASTM C-150-67 ZONING 4.Concrete aggregates as per ASTM C-33 owner. 5.Column ties and beams stirrups shall be grade ASTM 1-1615,grade 40 ELECTRICAL: SITE PLAN O 6.Welded steel wire mesh shall be 6"x 6",#8 unless otherwise noted and conform to ASTM 1.All electrical work as per national electrical codes and local authorities having SECTION 77 BLK 03 LOTS 25 �- 185. jurisdiction,also to be fire Underwriter approved. ZONE R40 06 2.Contractor to verify existing service and determine if upgrade is necessary. 1 „ - 201-011 J 7.Maximum aggregate size shall not be larger than 1/5 of the narrowest dimension between 3.Contractor to install and supply fixtures and install any supplied by owner including LOT SIZE 14,490. S.F. - J � L1J sides of forms and 1/3 of the depth of slabs. 8.Water shall be clean from injurious amounts of all acid,alkalis,salt,organic materials and temp fixtures. See light legend. deleterious substances. 9.Slump shall not be more than four or less thin two inches as measured at point of placement and by ASTM 143. BUILDING CODE NOTES 0 10.Minimum compressive strength(fc)shall be 3000 p.s.i.for structural concrete and 2500 Q Z W p.s.i.for paving at 28 days. THE FOLLOWING ARE EXCERPTS OF THE RESIDENTIAL CODE OF THE 511'ATE OF NEW YORK T__ATE = 11. Concrete shall not be retempered by addition of water or cement after has partially 5U5JECT TO DAMAGE (FROM Tia�."33S PLACARDIh G R�QU" M Q hardened. Z1 12.Minimum protection for main reinforcement to be 3"cover for concrete poured against GROUND WIND SEISMIC FR05T WINTER ICE SHIELD � LJJ earth,all other to be 2". SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DE51GN UNDERLAYMEN7 FLOOD APPRO ED AS NOTED ~ Z 13.Wire fabric to be electricaly welded and to have an ultimate tensile strength of 70,000 LOAD (MPH) CATEGORY DEPTH TEMP REQUIRED HAZARD I. 22U p.s.i. Lap welded wire mesh 12"mininum DATE: LP.# D JJ 00CUPNC i OR w w 14.Contractor to provide proper sleeves in foundation walls and slabs to accommodate any j� C pipes and conduit passing through. FFOLK: MODERA7E SLIGHT TO ,SUFFOLK: AS PER FEE: t/ BY: USE IS UNLAWFUL (--- 15.Consolidate concrete by hand or with mechanical vibrators;maintain proper reinforcing 20 120 (EXP.A) C SEVERE 3'-0" TO HEAVIY MODERATE •` 13 YES F.E.M.A. location. NOTIFY BUILDING DEPARTMENT AT �ITI AUT CERTII' 16.If tepmerature falls to 40 degrees f.or below, uniformly heat water and aggreagate to 765-1802 8 AM 'TO 4 PM FOR THE � L =1 E maintain concrete between 50 and 80 degrees f. at point of placement. do not use frozen R301 .2. 1 . 1 DESIGN CRITERIA: AREA LOCATED WHERE WIND SPEED-9 EQUAL OR EXCEEDS 120 MILES PER HOUR. DESIGN FOLLOWING INSPECT{ONS: C 0 �- material,calcium chloride, salts or anti=freeze. All exterior concrete shall be air entrained. CRITERIA BASED ON AMERICAN FOREST AND PAPER ASSOCIATION AfF4P WOOD FRAME CONSTRUCTION MANUAL FOR 1. FOUNDATION - TWO REQUIREDOr- OCCUPANCY (� 17.Maximum deviation from flush,plane or plumb surfaces shall be 1/8 per 10 ft. ( FOR POURED CONCRETE ONE- AND TWO-FAMILY DWELLINGS (WFCM) 18. Form work not supporting weight of concrete may be removed after 48 hours of 2. ROUGH - FRAMING & PLUMBING curing at less than 50 degrees f. ELECTRICAL W 19.Footings shall be set a minimum of 4'-0"below finished grade(U.N.O.) BUILDING CODE NOTES 3. FINALATIQN FINSPECTION i ZEQU1, ra W 20.Should it be necessary to step footing, elevations of adjacent footings shall be adjusted to 4. FINAL - CONSTRUCTION MUST Z Z limit stepping to one vertical to two horizontal. Pour lowest footing first. BE COMPLETE FOR C.O. Q W g 21.AI1 anchor bolts shall be 1/2"diameter with 10"embedment, T-9"O.C. minimum 2/wall ALL CONSTRUCTION SHALL MEET THE Y _rn 22.Keys for walls, beams and slabs must be provided as shown in sections and details. NAILING 15CH:DULE REQUIREMENTS OF THE CODES OF NEW RETAIN STORM WATER O F w W JOINT DESCRtPfION NUMBER OF COMMON NAILS NUTABEROF BOX NAILS NAIL SPACING_ REMARKS YORK STATE. NOT RESPONSIBLE FOR PURSUANT TO CHAPTER2W � Lu >- CONCRETE UNIT MASONRY: ROOF IFRAMiNG Q 1.Shalt be hollow concrete mason units, rade"N",2 core type, 8"nominal DESIGN OR CONSTRUCTION ERRORS. OF THE TOWN CODE. Scf Lu } U masonry 9 Yp RAFTER TO TOP PLATE(TOE-NAILED) (3)8D (3) 1 OD PER RAFTER CC height,standard lengths,as manufactured by Smithtown Concrete Corp., CEILING J015T TO TOP PLATE(TOE NAILED) (3)8D (3) 10D PER RAFTER G U) O O Jericho Tpke.Smithtown, NY or approved equal. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) (5) 16D (5)40D t ACH LA? COMPLY WITH ALL CODES OF 2.Extend back chimney as required. CEILING JOIST LOPS OVER PARTITION(FACE-NAILED) i5) 1 GD (5)40D `- EACH LAS' NEW YORK STATE & TOWN CODES Z g � F- 3.Repoint chimney&existing brick veneer. COLLAR TIE TO RAFTER(FACE-NAILED) _ (3)6D (3) I OD - PER TIE -- AS REQUIRED AND CONDITIONS Or- Q QLop BLOCKING TO RAFTER(TOE-NAILED) (2)SD (2)-I OD 4 EACH END METALS: RIM BOARD TO RAFTER(END-NAILED) (2) 1 GD (3) 16D EACH END ^ T' � U) U) 1.Steel work shall conform to the following Ar nerican Institute of Steel Construction WALL PRAMIUG v�r` ur.ry `� Standards TOP PLATE TO TOP PLATE(FACE-NAILED) (2) 1 GD (2) I GD PER FOOT 2.Code of Standard Practice for Building and Bridges TOP PLATE AT INTERSECTION(FACE-NAILED) (4) I GD (5) 1 GD JOINTS-EACH SIDE 3.Specifrcation for structural joints using ASTM A-325 of A-490 bolts. STUD TO 5TUD(FACE-NAILED) (2 16D (2) 1 GD 24'O.C. ' "A. _s Q - HEADER TO HEADER(FACE-NAILED) IGD IGD I GO.G.ALONG EDGES 4.A11 washers shall conform to ASTM F-436. DRAWING LIST Z � o 5.Comply With the following American Welding Society Standards. TOP OR BOTTOM PLATE TO STUD(END-NAILED) (5EE TABLE 3.5A) ME TABLE 3.5A) PER STUD +• •�• v 6.AWS D1.1 Structural Welding Code,AWS 012.1 Reinforcing Steel Welding Code. TABLE R301.4 BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST Sheet 0 o LO 7.Comply with SSTM A-6 general requirements for delivery of rolled steel plates,shapes, MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS BLOCKING(FACE-NAILED) (2) 1 GD (2) IGD PER FOOT sheet piling and bars for structural use. (In pounds per Square foot) FLOOR FRANNG Number Sheet Name JOINT TO 51LL,TOP PLATE OR GIRDER(TOE-NAILED) (4)8D (4) IOD PER J015T (n } 8.AII reinforcing steel shall conform to ASTM A-615. ^ Z M USE LIVE LOAD BRIDGING TO JOIST(TOE-NAILED) 2)8D (2) IOD EACH END IJ } m -0 9.Structural Steel shapes, plates and bars shall be ASTM A-36. Cold formed steel tubing BLOCKING TO JOIST(TOE-NAILED) (2 8D (4 IGD EACH END Exterior balconies 60 C1 GENERAL NOTES STRAP DETAILS NAILING SCHEDULE & DRAWING INDEX - °0 � U o BLOCKING TO SILL OR TOP PLATE(TOE-NAILED) (3) 1 GD (2) IOD EACH BLOCK ' ' W " ' shall conform to ASTM A-50. Z Y v 10.Steel pipe ASTM A-53,tape E of S,grade B black finish,except where indicated to Decksf 40 LEDGER STRIP TO BEAM(FACE-NAILED) (3) IGD (4) I GD EACH JOIST Al 1ST FL PLAN SHOWING CEILING & ROOF FRAMING, EXIST. FOUNDATION/CELLAR PLAN U � LLI be galvanized.. a a J015T ON LEDGER TO BEAM(TOE-NAILED) !3)8D (5) 1 OD FER JOIST Q W Q Passenger vehicle are es 50 BAND J015T TO H015T(END-NAILED) (3) 1 GD (4) I GD P-11p, A2 ELEVATIONS 11.Anchor bolts,ASTM A-307,grade A,non-head type. g' g g _ fn Q BAND J015T TO SILL OK PLATE OE-NAILED) (2) 1 GD 12.A11 steel shall receive one coat of red oxides primer after fabrication at the shop. b e (3) I GD PER J015T A3 ELEVATIONS � 0 U Q t1 0 13.Erector shall provide adequate temporary bracing for later stability unitl the structure Attics without storage ' 10 ROOF 5HEATHNG " is fully braced by the installation of permanent structure. Attics with StOrageb'e 20 STRUCTURAL PANELS 8D IOD 1 SEE DIAGRAM I A4 BUILDING SECTIONS, DOOR AND WINDOW SCHEDULES CEILING 5HEATHING 14.Weld connect to conform with AWS codes use ASTM A-2333 E-70 per erect codes. Rooms other than sleeping rooms 40 GYPSUM WALLBOARD I Vz' DRYWALL SCREWS 1 �W DRYWALL SCREWS 7- EDGE/10"FIELD A5 KITCHEN PLAN, ELEVATIONS, AND REFLECTED/ELECTRICAL PLANS 15.AII exposed lintels at windows and doors,etc.,to be galvanized steel. p g 16.Beam over col.connect shall be made with 4 3/4"dia. bolts through a to late. WALL SHEATtING ( ) 9 p p STRUCTURAL PANELS 8D 10^v 5EE DIAGRAM 17.Cut,drill or punch holes of proper size for the member perpendicular to the surface. Sleeping rooms 30 p p p p P GYPSUM WALLBOARD t V'z' DRYWALL SCRtlNS I 1 �/i DRYWALL SCREWS 1 7' EDGE!10- FIELD Don't frame cut holes or enlarge holes by burning. Drill holes in a bearing plate. Stairs 40° 18.Base and bearingplates shall be welded to columns and member attached to FLOOR SHEATHING p d STRUCTURAL PANELS I'OR LESS 8D IOD 6• EDGE/12' FIELD concretely. Install slide bearing plates Guardrails and handrails 200 STRUCTURAL PANELS GREATER THAN 1" IOD IGD 6-EDGE!.G- FIELD 19.See sheet A5 section for required Simson Strong ties/NYS/Code. COVER SHEET NOTES TABLE R301 .4 NAILING SCHEDULE • ..`` ED ARC Cl i- �� 9N ;a N, A D� OF 00111111 w M � 07 d' w 000 z 00 _C.0 w LO 0 ti ti U � a z w >' � a m O 06 or' Iw- "� w 20'-61/4 Q z O i Z Z W iv z Q w w F- a' F- EXIST. 2 X 8 RFTRS, z Z 06z U)' < c,0 J U' -(p16" O.C. ; =Eco XISt�" ARAGE 0 Imo- A4 / A4 5 N 0; O O M N U m U N EXIST. SKYLIGHTS Z 3'-F.", CONC. STOOP." W.' \ ® 36"HIGHRAIL C� EX. HDR 2- 5"X13.75'LVL _UP,_ o_ -- - _ -- -- --- ------- - I---' 4X6WD. 4X6WD. x POST POST 6 . _ w a Z_ ` �I 2-2X8 m m Q jg g 20'-191/2" J JZ L ti 7 o IIII OI; ° F 1� V- - _ ( Ln1 N 41 L+ W J 1 LL LL LL.. , O LL 0 A4 A4 ? i °° ,0�0 ~ 6 X ci FAMILY ROOMI Gey v 7 0 0 BEDROOM o I I c �, DEN = Q 106 o W o 109 �o,� 111 °' w 0 °� -i @J 0 o L 7 (� W o 4X6WD. 4X6W 0.. J Z W z POST NEW 2-2 X 12 POST O W0 ------- EX. HDR 0 - - - - - O \\ - J z Z I REMOD LE � 9 a � ALK IN CLOSET TH 3 E 2 KITCHEN 10 = 00 = LL I N 105 \ 107 (� „ M " DINING ROOM o Q (n N = i � I BAT C-) (!/ 2 A7 4 4 I 112 w M Z () 108 u w Q I 11 Q X EQ CE EQ EQ EQ EQ i Z �- -J W 5 EA OEF. k W LL _ 1 EXIST. 6 X 10 EXIST. 6 X 10 EXIST. 6 X 10 '{ EXIST. 6 X 10- - EXIST. 6 X 0 F-- -- - ---- -- -- --- - - - - - NEW 2-2X12 r. Room = 102 POST 4X6WD. (� I EXIST.31/2 0 DN PIPE COL. ON 24"X 24"X 12" Q U w CONC. FTGS. z z ,-FOYER !MNG-.ROOM- Q w - -- - w 101 N 113 U) W rn - N (/'1 w w _--- --- _--- BEDROOM BEDROOM � wQ+ YW z wp \ ---- - -- - 104 103 X O O O 4X6WD. Z J O O POST U A --- - - xLn Q < f-- Lr) O —UP -- --- - -- ----- w --- ---- EX. HDR EX. HDR - - -- - - - EX. HDR EX. HDR o - - - co -- - -- O ----- ------- - - --------- ---- -- --- -- -- - - - 25'-4 3/4" Q O M ' -- - - -- -------------- -- - ------ --- CN --- ---- -- — - -- ----- z W o U o W II � w D U T 0- 0 CELLAR/FOUNDATION PLAN 1ST FL PLAN SHOWING CEILING & ROOF FRAMING- 1 /411 RAMING1 /411 = 1 '-011 1 /411 = 1 -011 •1111111111/j .•`•' ED AR C ' NTHq,�� 1 '� 21553..••Q,E. or NO r►r r►r►11++"• w M of m dam' w coo z 0o cfl w L o ti - U } a z LL! Q � a: m - - - - -- - - - - - - O C-6 r- cn w -� w c k -ATTIC FL PLAN —M - _ z O 9 - - - - - - - - - - - - - - - - - - - - - - - � - - 1ST FL T.O.P. w z w 8' -- o-1/2" Z Q w w - - - - N - - - - - - - - - - - - - - - - - - - - - - - WINDO 6+H9+' z z its Z c~n -j -� Z O �- W F- ~ Z g Z U CO U N 1ST FL PLAN SHOWING CEILING & ROOF - - - — - - - - - - - - - - - - - - - - - _ FRAMING 2 T.O. FOUN. WALL 0' - 011 U) - - - . - ", -, , . "- " • - , - " - . . ,- -. , , , _ , , . - .. , . , . - - -. . . - _ -. - _ . _ , , - • . - -, - .- - -. - - " . - - - - - - - - - - - - - GRADE Q -2' - 3" O EAST ELEVATION 1 /411 /4" = 1 '-011 r z o_ o � J W Q M E-- U W I— - U w - - - — - - - - - - - - - - - - - - - - — - - - - - — - - - — - — - ATTIC FL PLAN Q Z Z 1STFLT.O.P. _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1ST FLT.O_P. < o Y � 8 -0 1/2" cn w WINDOW HD. - - - - - - - - - - - - - U) w w } 6' - 9" Q } Uz Ywo Z) 00 Z ° F Q � o 1ST FL PLAN SHOWING CEILING & ROOF = FRAMING ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �, _0„ Q - - - - - - - - - - - _ - T.O.SLABGARAGE -1' - 6" T.O. FOUN. WALL00 Z o - - - - - - - - ---- - - - - - r — - - -. - - 4- - T"- - - - - - - - - - - - - - - - - - -1' - 3" o 0 L m �GRADE 1- 3" 0 m O M Z _ m W o U o z Y T- w Q Q W 11 0 1w- Q � U a NORTH ELEVATION = 1 -0 1 /4 ,1,111111 1111!I.11j aED AR yN: :Q N: � OF NEW 11`, w co O tt w coo z 0o O w Lo O ti U } Z LLI < L0 a m O 06 ly- �– c) w J W - - — - - - - - - - — - - - - — - — - - - - — - - — - - - - - - - - - - - - - - - - — - — - - ATTIC FL PLAN < z_ O 1ST FL T.O.P. g - 0 w - - - - - - — - — - — - — - — - - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — Z z w w - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -WINDOW HD- a 0 w 6' - 911 z ~ Z F- CD O � i z �- z o F- U) cyan O M U m U N 1ST FL PLAN SHOWING CEILING & ROOF z - - - - - - - - - - - - — - — - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - - - - - - - - - FRAMING, _ T.O.SLAB GARAGE— T.O. FOUN. WALL (n - - - — - — - - - - - — - — - — - — - — - - - - - - - - - - - - - = -,- - - - - -- T` Q GRADE _ -2' - 3" O r WEST ELEVATIONZ a- 0 1 /4.. = 1 �_��� ° Q J w J w Q co U w U Q U w Z Q og ; Y � — - - - — - — - - - — - — - — - - — - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — - — - - — - - - - - ATTIC FL PLAN (!) W � } - - - - - - - - - - — - — - — - - - — - - - - - - - - - - - - - - - - - - — - - — - - - - - - g0 Q Uz - - - - - - - - - - - - - - - - WINDOW HD. 1ST FL T.O.P. � 00 8' - 0 1/2,1 Q < U ° 1ST FL PLAN SHOWING CEILING & ROOF Z o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FRAMING ° 0 00 - - — - - — - - — - - - - - - - - - - - - - - - - pl - 0' -�® C) T.O.SLAB GARAGE — - - - - - - - — - - — - — - — - - - - D cn m — _ - - - - — _ T.O. FOUN. WALL j_ z Z � U _ > 11 GRADE _ Q -2' - 311 o U a o SOUTH ELEVATION 1 /411 = 1 '-0" IIII\IIIIIIUI 11j ED ARC, '., ATH44/ : qi•t 9N: •a u : 1 - 2155S...,Q� •`• 9 ...... O .• . OF NEW .• 1/►nu,IN W EXIST. M SKYLIGHTS M 3'-4" 3'-4 EQ EQ EQ EQ co i F- r 0 00 Z EXIST. 00 CATHEDRAL CEILING (0 W D D D D U-) C, NEW 3 X 10 D.F.COLLAR BM. — _ 1ST FL T.O.P. 1ST FL T.O.P. - - - - - - $' - 01/2" 20'-91/2" - - - - - - - R' - n 1/g'� ti WINDOW HD. - - - - — - — - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - WINDOW HD. 4'-415/16" 4'-415/16" �� 61 - 911 a Z REMODELED BED OOM FAMI ROOM - FA LY RO KITCHEN DEN L a m 1 6 ° a 111 O 0 Ina 114r- co W v� ` r J W CO 1ST FL PLAN z O - - - - - - - - n,_ r „ - - - - - - - - - - - - - - 1STFLPOLAON� }- W (D F- T.O. FOUN. WALL T.O. FOUN. WALL Z -T.O.SLAB� GARAGE- _ - -- -. -- - - - - - . - - -.— - -- - -. - - - - = - _ z GRADE r=-3" - - _. , . - . .;`-' _ - •- - : _ — - ' -- , = ' ; . - ' - ; . .-. , - , . : '_ -, ' , - - '- 1 6 - - - - _ — — - _ - - - - - - - - - - - - _ - - - - — _ _ _ _ GRADE z 06 Z -2 - 3 J J cD Z O Y �-- U o Cl) a Z z O O M (7 m r = U U N CELLAR/FOUNDATION PLAN ; :. _, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CELLAR/FOUNDATION PLAN = .- - - EXIST — -- - - - - T.O. - _ — T.O. FOOTING EXIST Cn — — - — - — - — - - - — - - — - - B.O. FOOTING EXIST. - - — - — - - - — - — - — - — - - - - — - - - — - - — - - - - - — - - - - - — - — - — - - — .B.O. FOOTING EXIST. Q -101 - 311 -10' - 3" F- O Q Z O 0- 0 SECTION 2 SECTION 1 o Z 1 /411 _ 1 1_011 1 /411 1 1-011 � OW � OJ O � � ~ ZZ J OU J � � = U WINDOW SCHEDULE W _Q � Rough Opening Detail Glazing Head M Z Mark Width Height Type Manufacturer Model Material Finish Head Jamb Sill Thickness Type Height Comments � D 1 2' - 11 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW210410 6' - 911 J U � 2 2' - 11 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW210410 6' - 9" W m 3 2' - 11 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW210410 6 - 911 �-- 4 2' - 11 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW210410 6' - 9" 5 2' - 9 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW28410 61 - 911 _ 6 2' - 11 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW210410 61 - 9" U 7 2' - 11 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW210410 6' - 9" 8 2' - 11 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW210410 61 - 911 Q W w 9 2' - 11 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW210410 61 - 911 Q W g 10 2' - 9 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TW28410 61 - 911 o ~ W rn 11 2' - 9 5/8" 5' - 0 7/8" Double Hung with Trim Andersen Corporation TN28410 6' - 911 W � z Q U U) U � Z � ° � 2 aLo � � U) DOOR SCHEDULE (— Door Details Finish Q Number Manufacturer Type Comments Model Door Size Frame Type Fire Rating Head Jamb Sill Door Frame Comments Z ) O o 0 1 36"x 80" c� �. O M 2 24"x 80" Q m CO o z 3 ANDERSEN CLAD FRENCHWOOD GLIDING PATIO DOOR FWG60611L FWG60611L 1 W .. Z W 4 ANDERSEN CLAD FRENCHWOOD GLIDING PATIO DOOR FWG120611-4 FWG120611-4 OXXO Q w �� -� W 5 36"x 80" D W a103 g 30" x 80" 7 72" x 80" 1ST FL T.O.P. _ — _ 1ST FL T.O.P, 1ST FL T.O.P. - - — - — - 81 - 0 1/2 8' - 0-1/-2---70 8 - 0 1/2 •,. �5• ,,....., WINDOW HD. WINDOW HD. • o �:� : - - - - - - - - - - - 6, -9,� - - - - - - - - _ - - - - 6'-_ 9" - - - - - - - - - - - - - - - - - - - - DOW OD. 6'- g"" iw� OPENING SHELF NO TRIM s'• 3 ; a 11E`N l'•0 11j1f1 111111'► # HOOD - WALL SHELF VERIFY OVEN WITH CLIENT OPENING NO TRIM W M � ® 07 0 v SINK MICRO ID� DRAWER M _A 111, - 00 z RANGE D.W. OD ih ,; --- 1ST FL PLAN 1ST FL PLAN - - - - - - - - i = 1 � _ - - - - - 0, - 0„ - - - - - - - - - - - �'-_ 0"��' - - - - - - - - - � _ � _ � _ � _ 1ST FL PLAN 0' - 0” T El E.2 E.3 L Z 1 /2" - 1 ._0.. 1 /2.. = 1 �_0" 1 /2" = 1 ._0.. Lo L m O 06 O 15"AFF nn 36"AFF 1ST FL T.O.P. Uj H OUTLET SIMPLEX @ 15"ABOVE FLOOR rte= J BOX @ 36"ABOVE FLOOR FINISH, H' - O 1/Z`' �' -j W FINISH, OR AS NOTED OTHERWISE OR AS NOTED OTHERWISE Z O 10'- 11 13/16" GFI OUTLET DUPLEX © OUTLET BLANKED FLOOR MOUNTED _ _ _ _ _ _ _ —WINDOW_ HD 6"AFFOUTLET DUPLEX GROUND FAULT INTERRUPT OUTLET DUPLEX FLOOR MOUNTED 6' _9"� Z w W 5'-3 5/16" 36"ABOVE FLOOR FINISH, OR AS NOTED OTHERWISE GF1 , Z I- 0- O OPENING PILASTER BY CABINET SHOP Fin 33'OAFF UTLET GFI HORIZONTAL @ 33"ABOVE(FLOOR � OUTLET DUPLEX GROUND FAULTED INTERRUPTED � z Q � � � FLOOR MOUNTED J J Z FINISH, OR AS NOTED OTHERWISE R OUTLET DUPLEX WEATHER PROOF FLOOR MOUNTED Q Fin 36"AFF CP �LLO � } � W OUTLET GFI HORIZONTAL @ 36"ABOVE FLOOR �7 CABLE PANEL ~ Z Z iv FINISH,OR AS NOTED OTHERWISE OPENING O O c) D.W. SINK WALL OVEN M ® OUTLET SIMPLEX FLOOR MOUNTED NO TRIM U DO U N MICRO DWR N F1n 40"AFF EP 60"AFF z DINICG ROOM OUTLET GFI HORIZONTAL @40"ABOVE FLOOR ELECTRICAL PANEL @ 60"ABOVE FLOOR FINISH, , iv FINISH,OR AS NOTED OTHERWISE ® OR AS NOTED OTHERWISE -• •• -• •• 112 Fin 42"AFF AKP �" OUTLET GFI HORIZONTAL @ 42"ABOVE FLOOR �� ALARM KEY PAD U) 2'-4 27/32" 2'-8 7/8" FINISH OR AS NOTED OTHERWISE to Fin DBC Q OUTLET GFI HORIZONTAL @ 48"ABOVE FLOOR DOOR BELL CHIME FINISH,ORAS NOTED OTHERWISE REMODELED E N 0 - � OUTLET FOURPLEX @ 48"ABOVE FLOOR OUTLET TELEPHONE DATA � .KITCHEN 0 �;, FINISH,OR AS NOTED OTHERWISE Q _ M � OUTLET TELEVISION JACK CABLE 1ST FL PLAN 114 LE M OUTLET SPLIT WIRED SSP SECURIT — - - - - 0' - O,� z 'N� 6) E.2 �-� Y SYSTEM PANEL E. /� 0 Q QZ RANGE -_., �-�• b b '` " 'C°' OUTLET DEDICATED 48"ABOVE FLOOR FINISH,OR TELEPHONE PANEL D" 04 f `- w AS NOTED OTHERWISE �� _ �� A5 � OUTLET CLOCK HANGER 1 /2 - if -0 z J - n oil Q 0 E 9" .4 y •_ - g s OUTLET BLANKED f"y Q /Uy/ G.C.VERIFY WITH OUTLET GARBAGE DISPOSAL EXIST. GARAGE ' D- W ~ CLIENT MOLDINGS - ABOVE CABINETS EM O V c' REF ih OUTLET EMERGENCY j ww w SOFFIT J Z � Q � _ _ _ _ _ _ _ _ _ ELECTRICAL FIXTURE LEGEND B SCWL SCWL - - w i � - - - - - - - - - - - - - - - - - - - = Z U - - - o ---- w w SCONCE BEAM SCONCE _Q = J 5'-7 17/32" 3'-0" PILASTER BY CABINET SHOP o -RWW M U LL w SD iN `� SLOPED — - WCM-SD CARBON MONOXIDE&SMOKE DETECTOR COMBINATION a 2'-0" CEILING w o SD SMOKE DETECTOR 6112" 3'- 1125/32" ' CMD CARBON MONOXIDE DETECTOR w w SINK, DISHWASHER AND RANGE LVG LOW VOLTAGE LIGHT FIXTURE FAMILY ROOM DEN I- LOCATED I N SAME PLACE F BATHROOM FAN PANASONIC WHISIPER WITH TIMER CONTROL � FWL FW � PDNT I G.C.TO VERIFY '��� FWL FAN WITH LIGHT RWW LIGHTING AND SWITCHING SLOPED WITH CLIENT 10"SHELF RDT RECESSED ROUND DOWNLIGHIT TASK CEILING OVER BOOKCASE 6 1/2" 5'-0' 36"AFF PILASTER BY CABINET SHOP RD4 RECESSED ROUND DOWNLIGH71 4"DIA w OVERHEAD W RDG RECESSED ROUND DOWNLIGHIT WITH GIMBAL TRIM RWW RWW CABINETS U W SLOPED SLOPED Z RDP RECESSED ROUND DOWNLIGH7 WITH PINHOLE TRIM o CEILING j Q W N CEILING I 61/2" U) rn RDWL RECESSED ROUND DOWNLIGIHT WET LOCATION RWW RECESSED WALL WASHER BEDROOM N \ of W % l >- RWW CABINET WL RECESSED WALL WASHER WIET LOCATION UNDER 3 o D W Rp &MICRO —_� -- - 1 Q Y Z ��i'ii � (A � � SM SURFACE MOUNTED LIGHT FIXTURE O LIGHT REMODEL _SHORT STEMMED SURFACE STORAGE CABINET AS PER O O SMWL SURFACE MOUNTED LIGHT FIATURE WET LOCATION 4 _ ���MTD LIGHT FIXTURE PER CLIENT. DINING TABLE _ O = KITCHEN RD4 CEILING HEIGHT F-0" z (D F- PDNT PENDANT MOUNTED LIGHT FIXTURE TH ' - Gj p MAY MOVE AS REQ'D NEEDED co FWLWL FAN WITH LIGHT WET LOCATIONjc�� RANGE M : 'i FOR CIRCULATION CLEARANC SQ Q Il- Q RDS RECESSED SQUARE DOWNLIGHTf BATH M. SM l!Il RDSWL RECESSED SQUARE DOWNLIGHT WET LOCATION RD4 1; CENTRAL SHORT �- STEMMED PENDANT UNDER I I, LIGHT FIXTURE SHOULD Q RDSP RECESSED SQUARE DOWNLIGIHT WITH PINHOLE TRIM i - III �' CABINETS ! E_ ,, BE CENTERED OVER RSWW RECESSED SQUARE WALL WASHER R LIGHT - - Z -� o " OINING TABLE:VERIFY ap n I -''_1 )WITH CLIENT FINAL O o RSWWL RECESSED SQUARE WALL WASHER WET LOCATION _ _ _ _ RDLOCATION OF LIGHT RD4 LOCATION I� - U-) Fi FIXTURE AS PER FINAL SC SCONCE LIGHT FIXTURE � co qj SCWL SCONCE LIGHT FIXTURE WET LOCATION ELEMENTS IN DINING 00 O �;� UNDER e s AREA ARE POSITIONED. 0 j. m -a Z m FL FLOOR LAMP TORCHERE — m 0 a H cV CABINET OVERHEAD TL TABLE LAMP LIGHT CABINETS 3'- U .2 w W TRK TRACK LIGHTING W � O UCL UNDER COUNTER LIGHTING — - — Q U cn a 1 /2 1ST FL KITCHEN � If — 11 LIVING ROOM Q LIGHT FIXTUE LEGEND B 1ST FL ELECTRICAL REFLECTED CEILING PLAN - Lo 1 /4111 = 1 '-011