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HomeMy WebLinkAbout36817-Z Town of Southold Annex 12/13/2011 gUFFQCK�, 54375 Main Road Southold,New York 11971 �1 CERTIFICATE OF OCCUPANCY No: 35339 Date: 12/13/2011 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 530 WOODCLIFF DR MATTITUCK,N.Y 11952, SCTM#: 473889 Sec/Block/Lot: 107.-8-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 8/31/2009 pursuant to which Building Permit No. 36817 dated 11/16/2011 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: one story addition and deck addition to an existing one family dwelling as applied for. The certificate is issued to Wright, Richard&Wright,Patricia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 130885 1/11/11 PLUMBERS CERTIFICATION DATED 12/6/11 rt's Reliable Inc Aut ed S' atu j TOWN OF SOUTHOLD ��gUFFD( Ilk, � lk, BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED-PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 36817 Date: 11/16/2011 Permission is hereby granted to: RICHARD & PATRICIA WRIGHT 530 WOODCLIFF DR MATTITUCK N.Y. 11952 To: ONE STORY ADDITION TO EXISTING SFD PER APPROVED PLANS AS APPLIED FOR. REPLACES EXPIRED B.P. # 34985 At premises located at: 530 WOODCLIFF DR MATTITUCK,N.Y 11952 SCTM # 473889 Sec/Block/Lot# 107.-8-13 Pursuant to application dated 8/31/2009 and approved by the Building Inspector. To expire on 5/16/2013. Fees: PERMIT RENEWAL $200.00 CO -ADDITION TO DWELLING $50.00 Total: $250.00 Building Inspector 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. 34985 Z Date SEPTEMBER 8, 2009 Permission is hereby granted to: RICHARD & PATRICIA WRIGHT 530 WOODCLIFF DR MATTITUCK,NY 11952 for ONE STORY ADDITION TO EXISTING SFD PER APPROVED PLANS AS APPLIED FOR. at premises located at 530 WOODCLIFF DR MATTITUCK County Tax Map No. 473889 Section 107 Block 0008 Lot No. 013 pursuant to application dated AUGUST 31, 2009 and approved by the Building Inspector to expire on MARCH 8, 2011 . Fee $ 400 . 00 Authorized Signature ORIGINAL Rev. 5/8/02 A 1 Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALE. 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 plumbercertifying that the solder used.in system contains less than 2110 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. D. 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, f Swimming pool$50.00,Accessory building$50.00,Additions.to accessory.building$50.00, Businesses$50.00_ 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of.Oecupancy-$.25 4. Updated Certificate of Occupancy- $50.00. 5. Temporary Certificate of Occupancy -Residential $1.5.00,Commercial$15.00 Date. New Construction: v Old or Preexisting Building: (check one) Location of Property: 5-3 D W o©nC E- J�A /C House No. Street Hamlet Owner or Owners of Property: iu,��t n AanC 1-4 Suffolk County Tax Map No 1000,Section Bioek Lot. 'Subdivision Filed Map. Lot: Permit No. 1`�_ Date of Permit_yo V l�. ZO 1/ Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee.Submitted:$ ��� Applicant Si re D• .,•• :•' MY. iy y•. x�.���l;•v,W'Y''r�,ri'•�%�ry,•'Oii FrY:•,•'s3_rl��o ?"•}i. rr;i-._��',�,.�+!❖v;.i��Y,S�Jy�.?r,:•K,.-r.••.�� v.s �; ,Pb,•'.♦",,••,,Y O~FA•'• d O.• ,?+n•O ,y `Y�.v ••:; WA. •••�:•'p•�.i✓'O'ri`W.'♦i 11W.,•'♦•�Yi{:ti•'•Y y••Y.p•. . • [..o♦ Lr.•:�?',�.cfl:�;:y��:Cs3 r��.•.:r.':ti♦: �+.t.••.r1R�.P 1'i if Y' Y6 1 1 f ai. ♦H'` . ♦ 10 4 .♦.� ♦ ••:'�114 J.•♦� y.OSV Yp.:••i�4:A••�'i.V i•� i••Pr 't; tf a . 0 � i 4 rrt tP r d Q�i 4'i� 'h ♦t�rr•••r♦ty 'i 'i'0 er` �e'i ♦t'iSi' '4�'0� ♦`eri' •1°��A - Electrical Inspection Certificate Electrical Inspection Service, Inc. '3•� �'=r Issue Date 375 Dunt •'"i_ on Avenue Application Number a� - 1/11/2011 East Patchogue, NY 11772 130885a (631)286-6642 =_ Issued To: Richard Wright f Street: 530 Woodcliff Drive Village: Mattituck t��• � 9 Zip: 11952 Town: Southold _ Section: Block: Lot: '=•'`�f Contractor: Peconic Electric (cc) Lic. #: 43457-ME Was examined and found to be in compliance with the Residential and Building Code of New York. '` ❑ Commercial ❑d Indoor ❑N 1st Floor ]Attic/3rd ❑ Pool Survey Residential W Outdoor ❑ 2nd Floor Basement ❑ Hot Tub ❑ CSST Bond _ `• El New Bldg 0 Renovation ❑d Addition ❑ Out Bldg. ❑ No Visual Defects Switches Receptacles Fixtures GFI Fans Smoke Detector CO/Combo CAC •. 20 29 2 3. 1 . .......... . Furnace Oil Gas Circulators Heaters Range/Amps Oven/Amps Dishwash/Amps r Microwave/Amps Washer/Amps Dryer/Amps Hydro Tub/Amps Meter/Amps Phase - ..... ......... .. ........ . ...._ ... Photovoltaic Systems UG /OH += Size -.'-' zr Panels: ❑ ❑ r Inverters: Bldg. Permit: -R9 +-�-� Other E � Equipment 1 -70A A/C Disconnect 11 -15A Air Handler Disconnect Grace A. Surdi < = President - y ygh Inspection: 1012112009 I 9pet John A ra,7 1 Fi Inspection: 1/5/2011 ---__ In pector: John Mc Mahon 1Il This certificate must not be altered i y manner. NAURU f=� , 'y'���°•�'94' .,:PS 0� , 4♦, .a �, p � t ' )� i ���,. �_.-+.•,+{sue ES�:rrs 'y.' r C- p :A� I♦ . d g`.,♦„•,.. ♦ •. ♦•'•..•!J d Q.Vy:,q•:04, D..::2•!, 4 ;`: _ �4cc �'.✓! .�i ::.: t tz.�y�1�s��y ,,•��� „�y}� ,C'y,�•, ••I+y'� err �`rr f Telephone(,63•1).763-180.2 T. Hall Annex 54375 Main Road ' Fax(631).765-9502 P.O.Box 1179 G Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUT HOLD .CERTIFICATION Date• u Building Permit No. �3(0'lY Owner: ` (Pleas rint)= Plumber:?1l)`!`LS "—fkeA I,r IP 'Inc - (Please print) I certify that the solder used in.the water supply system contains.less.than.2/10 of M lead. (Pl s Signature Sworn to before me thin . �,i✓�. �� gig : . . _ day of 20 DEC 1 2 2011 Notary Public, 5Uffo i I tvounty BLDG.DEPT. BERNADETTE L.TAPLIN TOWN OF SOUTHOLD -NOTARY PUBLIC#4844893 7. State.of New York Residing in Suffolk-Cou* COM(014314 i Expires N 9SePE B�� OfV OF SObTyolo COUIV(V,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUND TION 1 ST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTAN ONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: i � DATE ` � �' ® INSPECTOR OF SOblyolo urm,��' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND x INSULATION FRAMING STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION 'FIRE RESISTANT PENETRATION REMARKS: `_� 0k, A F r DATE INSPECTOR 1 SO(/r�olo coumv,�`� 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 REMARKS: q DATE ��r®/ INSPECTOR ✓`ice �� SOUlyo�o cOUMY,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 1 SPECTION [ ] FO DATION 1 ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CO TRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: - ' DATE INSPECTOR SO �0 bTy TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL [ ] FOUNDATION 2ND [ ] INS ATION [ ] FRAMING / STRAPPING [ INAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION REMARKS: i DATE INSPECTOR OF SO(/l�o -- — 7 - o�yco TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION * [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN [ ] FRAMING/STRAPPING [ 1 L [ ] FIREPLACE & CHIMNEY [ 4] FIR AFE SPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: n � L DATE �` ' INSPECTOR hlr24A--4 September 4, 2009 To whom it may concern: I Richard Wright, along with my wife, Patricia Wright reside at 530 Woodcliff Dr., Mattituck, NY. Our current residence has 2 bedrooms and we are only expanding one of the two bedrooms into a larger space and adding on a family (den) room. Thank you, Richard Wright P ricia Wright P JAMES J. DEERKOSKI, P.E. 260 Deer Drive Mattituck,N.Y. 11952 (631) 298-7116 Date: June 11, 2010 To: Town of Southold Building Dept. Re: Fire Caulking Inspection Wright �U� 2 3 2010 530 Woodcliff Dr. Mattituck,NY 11952 Permit#34985 0 BLG U- TpWH OF SOU-MUD To Whom It May Concern: A Fire Caulking Inspection was performed at the above-mentioned construction site, and the caulking was installed correctly and meets all state and local building codes. Any other questions please call. *.fir �r,• ncerely �� "� e J. Deerkoski P.E. 1� 1 I 7 • _ t� { COMONTS ♦ . ROUGHFRAMING PLUMING y . ERMA INSULATION PER N.Y. .sTATF,ENERGY CODE a 22 �II�/ti G���I�►V/ � J 1 r . 11 • r Y K -`r 1► TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 C f C bSi Survey SoutholdTown.NorthFork.net PERMIT NO. I 0 Check Septic Form NX.S.D.E.C. Trustees Flood Permit Examined '20 O(q Storm-Water Assessment Form ( Contact: Approved q \ 20 09 Mail to: Disapproved a/c Q;/ Phone: Expiration ,20 1, D l�IS 2 rC E WE Building Inspector PPLICATION FOR BUILDING PERMIT AUG 31 2009 l Date 13 ► I , 20A_9_ BLDG.DEFT. INSTRUCTIONS TOWN OF SOUTHOLD a. is application M US I Be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of�� issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspecti (Signature of appli t or name,if a corporation) 53 0 Woo ,"ATFI luck (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �WIy � /L Name of owner of premises C HAA,4CS FA-,'(Z 1 C I-A C4-4"T_ (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. Z3 C7 — �k Other Trade's License No. 1. Location of land on which proposed work will be done: ,!�-3 C) o3C4_ k P-F (J/k A,TT ) ZJ C House Number Street Hamlet County Tax Map No. 1000 Section Block ID Lot 3 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 CS 1 Nlf�TI A b. Intended use and occupancy C S I ty"rI A L 3. Nature of work (check which applicable): New Building Addition 5S si�?T- Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee - (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front 3 b • � y Rear �� Depth 2q . 3 Height I Number of Stories Dimensions of same structure with alterations or additions: Front Rear -' Depth Height Number of Stories I 8. Dimensions of entire new construction: Front 1��Rear 2 2 Depth 3 b Height �S $ ' Number of Stories 9. Size of lot: Front Rear Depth `�- 10. Date of Purchase ) 1 S— 20 Name of Former Owner STRNIC`1 I L0kAAlN3'F 21 UF,s K 11. Zone or use district in which premises are situated ' `f o 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOA- 13. Will lot be re-graded? YES NO `>C Will excess fill be removed from premises? YES NO 14. Names of Owner of premises ICOA&D WQ(C-�TAddress53 0 Lkjc)bDC(- .CF Phone No. 2 12-- Z3 Name of Architect- Ho, R(3E k)�C ivl Address �• c�20. Rt K�'hone No �-7y Name of Contractor ®w 0 Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) CvLt</�/J R-\ c, being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public State of New York S He is the No.0 bU6185050 O � W ��� I C � f j-C-� -��� Qualified in Suffolk County i , (Contractor, Agent, Corporate Officer, etc.) ri n Unires Anrii 14, — 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 thi 5 day of 200__1 Notary Public Signature of A icant ao Town.. Sr� t#fod Erasion, $ddill lentation:& Storm-Waxer Ruh-Off ASSESSMENT�FORN1 pl y PROPERLY LOCAATIION S.C.LM:fk THE: OLLOWING"A=Oi S NIAY RERUIRE:THIa SUBMISSION OF A ��� T. / ST70_K : .ATER;-G DING DIIAI GE AND OMON•C: NT.It94VIL- OlsUlct S�cttQri �Bt�bclt'' CERTIFIED..BY UEU1vW-flROFESS1oNAL 1N1 TtiE sTATB'Ol; EY!['YOitk�. lteni Number ` .(NOTE A Check Mark(4)for each Qi OWOn is.Requited foi a Complete'ApPlica900. Yes N,o; • � -- -�.--.ram- T -_ Will this Stomt-Water Run-Off Geneta(ted lay a:Tirio(2')tncfi:RalnfalFbn Site? Project Retain All (Thts•ftem.v+riilirclude all tun-dff created by i te;dearing and/or constr ction:acfivillo as well'as:all•Site Improvements and the petm ot'e anent- ation:of tiiipervlous surfaces:] :. .. 2 - Uoes fhe.Sitta Phan`and/oe StlrveySltcw'Alt P.mposed raina9e'Sttuctures Indicating Size&Location? This Itemslialtindude.all Proposed G�ade;Changesand.'Slopes on troflitig..SutfawWaterRowt " will: Project Require any land Flling,Grading or.Excavatidn Where there is a change to the Natural' in any.Parcel? . Existing brad'Involving more than 200'Eubielfafds of 6Aatetlai with y . Will this:Appiiaatian 12equiie[:and blttUrbtng.AdiMes'EncbinPassing an:Area in'Excess of- ua Feetof:Ground Surfaoe?. . Five Thousand.(5,t)00)Sq .rg 5. As there aNatural-W.40 Course Running,thtotigh.liie'Site7 ;'w'th'n the Tnrsfees jurisdiction•pr Within Ott Is this Projecte Hundred•(1U0').feet of aWetland or Beach? V. . I 1 Will:there be.:Site p[epai~ation:on FAst hg.Giade-Slopes which EXcded Fifteen(15)feet of.Verticat Rise to .:' 6 ` One Hundred(40U')of HotizontabDistance? 7 111fi11 D.rivenwa�/s,'parking Areas or other Impervious Surfaces be Sloped to DirectStotrn-WaterRun-Off. !o ri into and/or in the direction of a ,wn g Y?- 8 Will this Project RequireAhe Plaoeinertt of Material;RemoVaf bf Vegetation and/or the.Construction of. f:Wa -ot Road'Shoulder Area? any Item Within the Town•Right o y. his rterwwilf NOT include the trlstaltation'of Driveway.Aprons.) ( .. :. 9 Will-this Project t3equire Site Preparation(within the 04ne Hundred(100)_Year Floodpiain of any 1Naterr curse? x NOTE: If Any Answer:to Questions One tht otigh.N1ne-is'Answered with a Check-Markin the Box; a Storm:Water,Gradingr . Drainage&Erosion.Contio): Requlred an d Mu 'be Subttmitted fqr Eteview(F'.rlorto Issuan Plan Is. ce of.Any Building.Perrvild. ' lies. No.. .. EXEMPTfOi�l::• . . • .. :: - Oces,this p[oject meet'the rtiinimunt standards for dassification as.id Agdcultural Prgject? NoEd: If You lltnswered Yes to this Question;a.Stotm-Water,Grading,.Qr4ifiage&Erosion Cot1trol.Plan.is.NOT Reguiredi 77 STATE.O.F ANEW YORIC, :. COUNTY OF .......::...:.................::..:SS. t.�Y l.A::4�,.�!4.1 ,�,�'� ,.' sworn,deposes and saysthat.he/she is,the applicantfor Permit; - That I;_....... .::........:being;duly (Name of( divldyal signing ObcumenQ.• `.� t'ind.thathe/sFie is the .....:..... , ....... ':1�? ......::...,.......................:.:.:....... ...... (Owha r,Con(ractor,Agent Corp�te.Of iw,etc.) Owiuer and/or representative of.the Owner of t7ianer's,and is duly authoriied to perform or have perforuited.,the said work and to. " make and file.tWs app(catioKi;:that all statements contained in this.application are true to the best of his knowledge anti belief,and that the work will•be.performed in-:the manner set forth in the application filed herewith. Sworn to before.me-this ;. : : da of f..l... .�� ..: .20 . _ ........ ....... y:., ,�Yl -Notary-Public: ur. P• (Signal a of Ap li t) FORM = 06107 4 TOWN OF SOUTHOLD PROPERTY RECORD CARD /000 - o - OWNER STREET VILLAGE DIST. SUB. LOT CL -FORMER OWHER N � ll E- ACR. S W TYPE OF BUILDING C. SEAS. VL. FARM COMM. CB. MICS. Mkt. Value .. LAND "IMR... - TOTAL DATE REMARKS 00; zp oa �a. 17 0� �I� (� ��-I �3 ��-7 .�Ves �� (,c�rru� 375z AGE BUILDING CONDITION NEW NORMAL BELOW ABOVE FARM Acre Value Per Value Ac re Tillable FRONTAGE ON WATER Woodland FRONTAGE ON ROAD Meadowland. DEPTH House Plot BULKHEAD Totdf ' ' DOCK/ !r j ,^ado iwm f e t.r ���FT -�— +�_ �l __. _�_ '{ii+ l,+' � y.`t by>' r$�kat ! f�'r� L ■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■ g --! (.1.-1 I ; , tsY m-, ee■■■■■■■■■■OMEN■■■■!■■■■■■■■ ee■■NNE■M■■NNs■■■NONE M■N■ME MENNEN MEMO NONE OMEN �' .. MEND■MMMMVJ12- MMM■N■ ONE MENEM N z ONE ME W-091MOMEN NONE ON ■Nw® MONO EMM■r'.l■■ �l�O■ -0NONE miltdSEEME■NEE■ R ■i MONO■ mom IMMEMEMENME [BEEN M mom ME ME Em mom ONE MENEM MEMO MENEM MEN MEN MEN MEN 0 mom ■■■■■■■■MEN■■■■■■■■■■ ■■■■■ M ONE Ext.- Walls Interior Finish Fire Place ° -' , • Recreation Room Koo.ms 2nd Floor • m w + �b• - MENEM • - • o • w Wpu kN + MF*� jug � � pa --\�a aa.?l*¢.-SY!', 7. ' .ara• �.. ' as ,; `- , .ems' �,( L v}g.RTaYr �� g Q sees■eee ■■■ee■■eee■ ..f. -' r e..+rl .-. .M'l ' 1 «{ ;" a■eee - _ _: ., � , , ,4�,M . q,�i «++ , , ,. ' G ■■sees■■ eee■■■■e eeeeeeee■■■■e 4 .,� � .. ■■eee■e■eer�eee®eee■■e . - . � �.�. �. � �- � ■■eee_ • - r ■■■■■ ■B■�iooe��■■■■■■ ■i■■ee■��s■eee��e■■e ■■■ ■■eiile■e�lle■eeeee■■■e _ ■■eseeeee�eeee■e■■e■■ ■■eeee■■■eee■■ee■e■■■ : .. - � j � - ■■eeeee■eee■■ee■■■■■e - � � ■■e■es■■■■eeee■e■ ■■e■e■■■■■�eee■■■iiiii s Richard Wright 530 Woodcliff Dr. Mattituck, NY, 11952 631298-7423 March 1, 2011 Southold Building Department 4375 Route 25, P.O. Box 1179 Southold NY 11971 Phone: (631)765-1802 Fax (631)765-9502 To whom it may concern; I would like to apply for a extension on my building permit, number 34985 for 530 Woodcliff Dr., Mattituck, NY Regards, Richard Wright p E C E E MAR 2 2011 BLDG.DEPT. TOWN OF SOUTHOLD SO(/ryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 y00UNT`I,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD November 28, 2011 Richard & Patricia Wright 530 Woodcliff Dr Mattituck, NY 11952 TO WHOM IT MAY CONCERN: The Following Item(s)Are Needed To Complete Your Certificate of Occupancy: Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. / Final Health Department Approval. v Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. Final Fire Inspection from Fire Marshall. — Bob Fisher Final Landmark Preservation approval. BUILDING PERMIT: 36817 - Addition SURVEY OF PRO PERTY - o SI T UA TED A T MATTITU C K Gn ° oo' TOWN OF SOUTHOLD r1/°CosTArrZ �50 GE AZ �v� SUFFOLK COUNTY NEW N In YORK o_ BARBA� p 3 s.0 6 m ro„ ^_ `�J) S.C. TAX No. 1000- 107-08- 13 SCALE 1 "=20' 1 ORNE�AN 'tea AUGUST 2, 2005 N � DRIVEWAY 4 U) Cil tr] ME IV/ AREA = 17,121 .42 sq. ft. 0.393 ac. 00 "Es ?o BIB, 1 0'E v � � _ ro �►� CERTIFIED TO: — �y�41 GAGE STEWART TITLE INSURANCE COMPANY O �� INDY MAC BANK 1 J oP wR" p o� RICHARD WRIGHT o �Z coN�• S.1009 s �� PATRICIA WRIGHT b ° -ate a a - n � GtQMNV n O PREPARED IN ACCORDANCE WITH THE MINIMUM 4' S� � r STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 12- 1 ;> WELL a s m txj BY THE L.I.A.L.S. AND APPROVED AND ADOPTED M. �� O C!1 FOR SUCH USE BY THE NEW YORK STATE LAND `�NCF M�pL Q TITLE ASSOCIATION. 24.4 10 SNEO J �j - L�&IAPPOST o V 9 G 1 0: c2i 1ME O40,AGE. N FpUNO >_ r4�� e - GSNG - - - - -- '- - - '>• y !W FRA MpN• m m - �.�q• A ° KETONE A �? GpNO RA , \ _ _ - _ • _BoJESTONE .; - - g-� 244 6 _ 1�� - - a j _ q•. wy ' ° ' •KEYSSONE EDGING •r -!55 Kpp6 _� . S. Lic. No. 4966E oc -IN UNAUTHORIZED ALTERATION OR ADDITION g THIS SURVEY IS A VIOLATION OF S p n g e g n o SECTION 7209 OF THE NEW YORK STATE Jose h •- e N fi T� EDUCATION LAW. > 1 O COPIES OF THIS SURVEY MAP NOT BEARING La n d S e o r THE LAND SURVEYOR'S INKED SEAL OR >a O `.f EMBOSSED SEAL SHALL NOT BE CONSIDERED 1 TO BE A VAUD TRUE.COPY. ° FpUNO woN a A�' N/°/ gLEi CERTIFICATIONS INDICATED HEREON SHALL RUN GONG- 1 S H EIN ONLY TO THE PERSON.FOR. WHOM THE SURVEY S ICE J. IS PREPARED, AND ON HIS BEHALF TO THE �- JA°RIS TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout -e D LENDING INSTITUTION LISTED HEREON; AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 FaX (631)727-1727 TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 322 ROANOKE AVENUE P.O. Box 1931 AND/OR EASEMENTS^OF RECORD, IFT"^ RIVERHEAD. New York 11901 RivPrhPn(I NPW Ynr4 I i qni—n BUILDING PERMIT EXAMINER CHECKLIST. *Date Submitted: 00/-M06/0FI*Date Reviewed.2/' 06/0(? Applicant: �i icflcrrc� * a «i•� {•(,r� (�f Owner: Architect/Engineer: ���,,.y��"(2V lc_,k Estimated Cost: SCTM# 1000- /6 7 .- - /3_ Subdivision: Zone: Conforming? Property Address: \30. M00(i C_lr 4� 4c�- City: Pre COs? .Building Pelts (Open/Expired): BP V/q -Z/C/O Z- ?U ,Info:�/ _BPNaP g7C/0 Z- alb',Info,. BPS; -Zt/0 Z-3/75&Info: :::B o:TJYO BP -Z/C/0 Z- Info: Single& Separate Search Required? Y or N Determination: REQ. Lot Size: V 00 0.0 ACT. Lot Size: _1 7 /ar. 2 REQ. Lot Cov. 6P0 ACT: Lot Cov. /8 _ REQ. Front 3,15 ACT. Front Gf SREQ Side /o o?S- ACT..Side ./L REQ. Rear PROP. Rear �1 REQ. Height . .ACT. Height ProjectDescription: (� c5/b� vhYj'!? * �C�.v��?` Kro yj,-.Jl Waterfront? Y or � .If yes, water body: Panel# Flood Zone: Bulkhead/Bluff Distance: ADDITIONAL APPROVALS REQUIRED Suffolk County Heal r N- f yes, *Bed#: *Date:, /_ *Permit#: Town Septic: Y or I ` /If no, certification required: Y or N Received: Y or N By: NYS DEC: PRE-DEC911175 Y or bK Date: / / Permit#: or NJ Letter-Notes: Southold Trustees: Y orpll*�_ Date: / / Permit#; or NJ Letter- Notes: Southold ZBA: Y or Pq"/- Date: / / Permit#: -Notes: Southold Planning: Y or NIX Date: / / Permit#: -Notes: Town Landmark C of A: Y or N DTE: / *NYS CODE Compliance(page 2): Y or N Notes: � ,%Fee Structure: Calculation: oundation: SF . 1. ( �S �SF)- NSF)- SF X $ =$ �rst Floor: SF + Initial Fee: $ .ond Floor: SF + Additional Fee e`er: SF 2. ( SF)- ( SF)- SF X $ SF +Initial Fee: $ �\ + Additional Fee ( ,: $ \ TOTAL: $ �� NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: - Ground Snow Load: 45 Wind,Speed;.120M..PH, Seismic:Desigii',CategoryrB Weathering: Severe,„ Frost Depth: 36" -Termite: M-•H '-'-Decay: S-M '^ Design Temp: 11 l -lee Shield-Underlay: YES_ `. Flood Hazardsi . - USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIIZE AREA: TYPE OF CONSTRUCTION: JC DESIGN,CRITERIA: ENGINEEREID/P .. FULL FRAMING DESIGN ELEMENTSIN HEADERS: Y/N WALL STUDS: Y/N Ga-DERS: Y/N CEILING JOISTS: Y/N, FLOOR JOISTS:Y/N ROOF RATTERS: YIN LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS. I� .LIVE: YIN DEAD: Y/N SNOW: Y/N SEISMIC: Y/N WIND: YIN WINDOW AND DOOR SCHEDULE: MISSLE TEST INIENTS: e/N EGRESS 5.7 S.FI.. r s LIGHT 8%°: YIN VENT 4 NAILING/CONSTRUCTION SCHEDULF&/ MEANS OF EGRESS: Yo PLUMB-ING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: WN . TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS TOTAL COMPLIENCE N (RETURN TO PAGE ONE). WEs� V1E� �RZNF SURVES TOA DROPERTY AT MATTITU CK TOWN OF SOUTHOLD Ln SUFFOLK COUNTY, NEW YORK N/o�osTAN2 `• NA�A� ° S.C. TAX No. 1000-107-08-13 SCALE 1"=20' AUGUST 2, 2005 o_ moz iel N ,�•A2 \ AREA = 1 sy. ft. 0.393 cc. Z g STEWART TITLE INSURANCE COMPANY _ INDY MAC BANK RICHARD WRIGHT PATRICIA PATRICIA WRIGHT d •.'�' 1 • l m o nu�.•DwD°s�w cimf sumin.sra-D 0 4 Joseph A. gegno 1 - u9 T�CD3uwW E uEx YDKK Si.iL Ln Land Su eyor M I/aU SUMmmEiDx'6 NvfO Sfli Dft E\19DSSED��SIULL�B CDx4MAEn fT w°r I PE ENSO"fort.x°u ML tc M.- YII P - tmsl�cum 2 tt- E1N 6 PrtEPAx(D.Axn Ox H5 9Ex.U'10 ME me s°.Kn-s°cel.;sans- s' Lar^°uD,. 4 S K� ma wuPtu*.GWFPNUExfu.Aaxcr u,D JAM J. ingNc ixmwnDxsrtD NEHEax.N+D 5 JDDFIS m ASSCNfEs trL u*Dow msn- PHONE(631)727-2090 FDa(631)77.7— '( Cfmi{xApxS•xC ND1 Txw.REMDt£. . _ _ oFi10E5 LOCATED A! Ngl^ND ADMI 1 REScheck Software Version 4.2.1 Compliance Certificate Project Title: Wright Energy Code: 2007 New York Energy Conservation Construction Code Location: Suffolk County, New York Construction Type: Detached 1 or 2 Family Heating Type: Non-Electric Glazing Area Percentage: 19% Heating Degree Days: 5750 Construction Site: Owner/Agent: Designer/Contractor: 530 Woodcliff Dr Mattituck, NY i Compliance:2.7%Better Than Code Maximum UA: 149 Your UA: 145 Ceiling 1: Flat Ceiling or Scissor Truss 224 30.0 0.0 8 Ceiling 2:Cathedral Ceiling(no attic) 440 21.0 0.0 21 Wall 1:Wood Frame, 16"o.c. 758 19.0 0.0 37 Window 1:Wood Frame:Double Pane with Low-E 99 0.350 35 Door 1:Glass 44 0.350 15 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 664 21.0 0.0 29 The proposed building represented in this document is consistent with the building plans,specifications,and other cal ions submitted with this permit application.The proposed systems have been designed to meet the 2007 NewY,,ork,Energy Conservation Construction Code requirements.When a Registered Design Professional has stampdq ana igned this page,they are attesting that to the best of his/her knowledge,belief, and professional such'judgmen p ans or specifications are in compliance with this Code. c� Name-Title Signature Dat .-ems --- R`E' ch'eck Software Version 4.2.1 Inspection Checklist Ceilings: Ceiling ,~F18t,C_eiling�gr cissor,Truss, R-30.0 cavity insulation Comme,ttsN Q, �� Ceiling 2: Cathedial-CCeirn (no attic), R-21.0 cavity insulation Comments: Above-Grade Walls: "Wall 1: Wood Frame, 16"o.c., R-19.0 cavity insulation Comments: n Windows: Window 1:Wood Frame:Double Pane with Low-E, U-factor:0.350 For windows without labeled U-factors, describe features: #Panes Frame Type Thermal Break?Yes No Comments: Doors: Door 1: Glass, U-factor: 0.350 Comments: Floors: Floor 1:All-Wood J oist/Truss:Over Unconditioned Space, R-21.0 cavity insulation Comments: Air Leakage: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed. Recessed lights are 1)Type IC rated, or 2) installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials. If non-IC rated,fixtures are installed with a 3" clearance from insulation. Vapor Retarder: Installed on the warm-in-winter side of all non-vented framed ceilings,walls, and floors. Materials Identification: Materials and equipment are installed in accordance with the manufacturer's installation instructions. Materials and equipment are identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Supply ducts in unconditioned attics or outside the building are insulated to at least R-8. Return ducts in unconditioned attics or outside the building are insulated to at least R-4. Supply ducts in unconditioned spaces are insulated to at least R-8. Return ducts in unconditioned spaces (except basements) are insulated to R-2. Insulation is not required on return ducts in basements. Duct Construction: All joints, seams, and connections are securely fastened with welds, gaskets, mastics(adhesives), mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g. (500 Pa). The HVAC system provides a means for balancing air and water systems. Temperature Controls: Each dwelling unit has at least one thermostat capable of automatically adjusting the space temperature set point of the largest zone. Electric Systems: Separate electric meters exist for each dwelling unit. Fireplaces: Fireplaces are installed with tight fitting non-combustible fireplace doors. Fireplaces have a source of combustion air, as required by the Fireplace construction provisions of the Building Code of New York State,the Residential Code of New York State or the New York City Building Code, as applicable. Service Water Heating: Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Table 1: Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes Heated Water Non-Circulating Runouts Circulating Mains and Runouts Temperature(°F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water, Refrigerant and Brine 40-55 0.5 0.5 0.75 1.0 Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) (ci a � o UGH7 ECKADE,.NDL .m T.- ° IT 34985 Q °o z O DECK PIER CON51. � 6" 5OR7nmE ON 5I6FOOT 20 W FOOTING 3'-0" BELOW GRADE HITE METAL GUARDRAIL V OWNERS CHOICE /4"x6" CEDAR If--►2 - - - - - T 28 � I DBL D.J. �� , iv11 11 INII 11 1 -ju 6"XIS" PjG. PAD "X6" Aca D.J. 120 O.G. (I FOR STRIr&eRs I MP50N fff , I I'-3„ fff m _ _ = DBL D.J. \-(:2)2xa 285 cif II p :2Il/�%/GIl AGQ II &xl2 GONG. _I ACO C71RDER Ix T III m � W/AUS44 TO PE I R ®J DJ 12 O PAD ® d I I .. STRINGERI II � 2xa COCQ �YW� - . II � LED R DECK PIER CONST. z"xe• �� (�Z"�" 6" 50NOTUBE ON BIGFOOT 20 I I W 2r-ASTEN MASTER 61RDER FOOTING 5'-0" BELOW GRADE FASTENERS 24" OC I 5ECT I ON B SCALE: -o PROPOSED EA5T ELEVATION � PROPOSED FOUNDATION PLAN SCALE: V4" = 11-0" �-- SCALM Y4" = 1 I-0„ 4 MAX. J U"I 23 2010 MST 4-CIA MAWUM �} II Lu tu Z BLDG.DEPT. IL x GNDERMEAM TOWN OF SOUTHOLD z n� JOISTS OVER HEADER/GIRDER W Z TOOMMW ' STAIR TREAD Olu RIM BOARD El DECK/PORCH RAILING - - O Q Q D O STRINGER O PROPOSED m —{'—M �O _ DECK _! STRINGER TO DECK/PORCH CONNECTION HANDRAILS I ; I; UNDISTURBED SOIL ur Ii ASTIC eAse DvaN _ UNDISTUri MSCIL{ORGAMCBREMMM) LEVELBASE OPER EmtSIER ATTACHED TO WALL FIT CONSTRUCBON 7W Alm PLUUB BASEMENT FBLL�AB PER�MAMIFACRITEW NBTFIU1CTI0NS L1iANDRAIL CONNECTION Y ,�rF .. ALL HANDRAILS SHALL BE CONTINUOUS THE RILL 1.13amENTRY . - OF TW STAND.HANDOW PORTION OF ALL HANDRAILS • . mll—Ilfl,ll -Imll Il;nll I IICeII RMLLNOTME C'DTHANl-1 -NORMORCTNAAITW ' . CROSS 8!!,'T'IDNNL R"IIGISION,ORTFE&NAPS BF111LL I ' . PROVDEAN BOUNIALENTOR11VNGBUffAGE DIVTIII\: RpMrMl DISTURBED / POOR SOIL H— I B LACY WIAYER OF CRUSHED BMW OR NAlll !"4G SCHEDULE SCALE: I/4 -I-0 LEVEL AND COMPACT BY HAND "°"� - --- JOB 120 LAY PLASTIC BASE BASE ON COMPACTED WYEL. JOINT DESCPJPTIO41 CITY. LNG NOTES �' #. FIT CONSTRUCTION TUBE AND PLUMB BILL,BRACETLm , «GIhIDER 4.EdCDMMDN J r� — — — — — — - — — _ _ _ - — -- — e DATE: b-4-!O BRIDGING 2.8d COMMON EACH TOE TO JOIST END NAIL BLOCKL4TO JOIST ENI� NAJL G 2_Bd COMMON EACH TOE I l�y� ,Jay BLOCIONGTO: -1MCOM►ON EACH TOE PROPOSED 50U 1 1 ELEV ?�_ 1 !_I SILL OR TOP PLATI: BLOCK NAIL y� CONC.PIER FOOTING - PROPOSED FLOOR PLAN ' . ISfECT FOOTING L� ,;, P _,R�dcoMMON �� �L SCALE: Y4" = I' , N A�01lWNCE WTTH BEC'TIDH 101.110E N YJL REHIDBQTIAL CODE THIS DESIGN _ COMPLIES WITH THE INTENT Ot-THE CODE AND THE MATERIAL OFFERED 1S JOIST TOBEAM ER 2'�COMMON PER JOTS NAIL AT LEASE THE WMIVAUM N DURA ILOYAND EFFECTNV OF THAT . SCALE: Y.4" O I'-O" PRESCRIBED N THE CODE BANG JOIST PER EIS TO J THE DM ENFORCEMENT SION OF CODE ENFO �MAND ADMNBTRATIONS FINDS 7W F%ZMUC' -16d COMMON OIST JOIST NAIL ACCGPrASlZ FOR USE IN N.TJL BOW UPON ICBO EVALUATION SCENIC[REPORT ERMW AND SUBIECrTO THE CONDITIONS THEREIN. BAND JOIST TD: -16d COMIiM PER TOE NAIL - SILL OR TOP PLATE FOOT 1 OF 1 l� � o � p ap TI o A DD W4 ADDITION EX15TIN6 --- I r I , � I I T r r� _ 6�, �2846 rL ' ' I �I I t ( i Y�I.J_I�j_J_I. I i l L 7_..� T r �- � 11 F- t -.�_r—r'7T Y r TIC ,_� r i Y T 11. 1 T �1 j1 _ _ _ � �Ij , .�r. J T J J J J FIYTIIJ YTYMN 111 111111 -1 rliY, ,,:�;Y T; 1,1 J '' .� y - i -J p1YV/L. t tu v 0 Te IL < LU OCCUPANCY OFF � IL z l,.SF I% UNLAWFULtu O OC C U PA `s" 'f' I�CERWRITERS CERTIFICATE u p REQUIRED {--- LEGEND — EXISTING CONSTRUCTION TO REMAIN DATE: i G�1 B.P.# `1 T - RETAIN STORM WATER RUNlb ` FEE: '`l, - a� DO NOT PROCEED WITH PURSUANT TO CHAPTER 236 ------__ EXISTING CONSTRUCTION TO BE REMOVED NOTIFY BUiI_DiNG DEPARTMENT AT FRAMING UNTIL SURVEY ON OF THE TOWN CODE. i. 765-1802 8 AM TO 4 PM FOR THE OF FOUNDATION LOCATION �.; . FOLLOWING INSPECTIONS: HAS BEEiJ APPROVED. T 'i MEW INTERIOR OR EXTERIOR WALL FOUNDATION - TWO REQUIRED FOR POURED CONCRETE ?. ROUGH - FRAMING u PLUMBING S(7UTHOLD BUILDING DEPARTMENT CRITERIA EXISTING WINDOW TO REMAIN INSULATION 1 JOCCUPANCY CLASSIFICATION R-3 RESIDENTIAL- SECTION 310 BUILDING 1'ODE N,Y,S. �. FINAL - CONSTRUCTION MUST USE DWELLING UNIT-SECTION 310 - 310,2 DRAWN: a RNMO CEILING HEIGHT B` COMPLETE FOR C.O. 2 HEIGHT 15 +p =lL CONSTRUCTION SHALL MEET THE FIRE AREA ( O F-655 SO SCALE: NONE -REQUIREMENTS OF THE CODES OF NEW 3 TYPE OF CCNSTRUCTI N krVOOD FRAME CONSTRUCTION X5 #: I20 VAULTED CEILING LINE ` )RK STATE. NOT RESPONSIBLE FOR el DESIGN CRITERiP. PRESCRIPTIVE DESIGN- 1995 HIGH WIND EUI"PON'NFCNI D�,�: 8-1�J'—Oq L'ESIGN OR CONSTRUCTION ERRORS. , FRAMING ELEI IEN I S SEE FLOOD PLANS AND SECTIONS � 6:DESIGN LOAD CALCULATIONS SEE. SPEC`SHEET �._ _— EXISTING WINDOW TO $E REMOVED %EET MZ. 7 WINDOW AND DOOR SCHEDULE SEE. WINDOW/ DOOR SCHEDULE 8 LOAD PATH SEE SECTION aD 5MOKE DETECTOR � - _ 9 A]LING SCHEDL IL.E SEE 1010EC SHL_:-f <; CF",T•IF!CATION OF 10 EGRESS fSEE FLOOR PLAN p _; L. CONNECTIONS 11 PLUMBING RESER DIAGRAM _L. _ _ NEW POURED GONGRcTE REQUIRED. 12 FIRE PROTEC71ON � N/A , 13 TRUSS DESIGN DRAVVINGS NIA — 14 ENERGY CALCULATIONS SEE ATTACHED � _�- 1 OF 10 ADDITION EXISTING Q O . . . .. cfi O N . e� 2846 2846 2846 T-,�T ------ GRADE I I I II I I A I I - - - - - - - - - - �I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � PROPOSED NEST ELEVATION � 50ALE: YW = P-0" E— EXISTING ADDITION < 12 IL I Z �. IL z O � v } T 2 10 FEE] O § o atu -a J. Jill 2852 2852 _ n/V € l�- GRADE f a" °Y K DRAWN: J RX31M SCALE: 1/4"=1'-O" - - - - - I —� � XB #: 120 — — — — — — — — — — — — — — — — — — — — — —T- DATE: 5-25-01 — — SHEET NUMBER: FROPOSED EAST ELEVATION 5GALE: y4" = 1�-0" 2 OF 10 o < o A O 12 z 6� 6� � N AN 51 AN 51 AN 51 AN 51 GRADE --- I I I I I I I I I - - - - - - - - i — — — IL - - - - - - - I I - - - -- - - - - - - - - - - - - - - - - - - - - - - � PR01=05ED NORTH ELEVATION � 50ALE: y4" = 1'-0" 1- F- EXI5TINC ADDITION 12 12 16 J IL I Z O IL z v < O ua - - O a -a � ua � O m Wes„ rlfTqTy II II II I }� I DRAM: J RABICEM - - - - - - - - - - - - - SCALE: 1/4"=1'-0" - - - - - - - - - - - - - - - - - - - - - - � X5 #: 120 r DATE: 8-25-0q - - - - - - - - - - - - - - - - - - - - - - - - - - -- -� °' �� \V SFEETMJMBER: In FROP05ED 5CUTH ELEVATION F. f SCALE: y4" = I'_0" 3 0F 10 � o < o Qo 0 rL 8" TYP 8"XI6" VENT TYP OF 3 OR Y1 SPACE I I r PROPOSED 455 SGaFT I 2 PG SLAB p I I 6'-105/e" �6'-IOa/e N b'-IOa/e" so I U P:, LVL GIRDERle = .o 2 X2 XI PG MIER W/8"X "XI6" CMU � I I{- TO UNDER GIRDER o = II r 24E"XI6" ACCESS x I 2'X8" OPENING I 'n AC SILL �7-4 2'-3" �J III �"\; I 12"X8" FJ ® I ' (x 'll :�"XS" FJ ® 16" OG PIN TO EXIST. �- FND. W/#4 BAR III 12" Or-, III � o I I IBAt5EME T - � ! �- k) BASEMENT I 222 SOFT X EXISTING, (�� ►� W W Z I III DUCT CHASE U- Z II L2VL G I I/8 III ABOVE z •. 4"II PG SLAB' W b'-8" III 6,_8„ I I PIN TO 15T. O O PND. 4 BAR 12" (�) m II I � PRAWN: .l RABKM .JOB #: 120 k.kl DATE: 8-25-001 PROPOSED FOUNI1 )ATION PLAN SCALE: V " I'-a" Y� 4 OF � o � o Qo o SO 28 2 8 ©TR2�810 ©TR2810 o �r--ELINC7 LINE r Q i J \ / I TO \ /FOLLOW _ s® I III DORMERS � �S�' I CEILING LINE IL III (5)I1/4'XI6° LVL, RIDGE ® ® o Q W-4 OR= = = IN N �' IIII (2)15/4'X20" LVL RIDGE I I = = X I 0 - (2)2xb POST 111" 777 EAM I LY R.M x ;® TO RIPSE PROPOSED 4155 50" cY N mk ® CEILING LINE r an-0- � illy I � cm xw o npN= Q Q ®� EXISTING r III 21'-0" BASEMENT ENTRY I•l1RR 3'-4" EXISTING WINDOW z OUT 2' (?a2x4 P05T TO REMAIN 2'-4" o I LU m r LATH �- z g-0. Exivm6 { Q I - X ® O O iPROP05ED ! ajos T tLUt EDROOM O so' FT. o TAL PROVIDI� I 5D in r `� LASS=41.61 SO., 1=T. X NT=20.18 50. FT. UJ W O «► I J I L0 CIv c a V z Z ® N 2)2x4 POST lU 3F_ QFF 3F_AFI 3F_0" INFILL � ix 2846 28460 2.846® -_� BED RM 14'-O" EXI51'IN6 O DL ' mn EXIST W tL A. DRAM: .I.RABOU SCALE: 1/4"=11-O" f=LOCR L �, '�' 5- r :$; DATE: 8-25—OCI 5GA�,LE: y411 = I —O , .s �-., '��* SKEET HJmBm NOTE:_ * WINDOW HEADERS TO BE (Zcl )�" LVL U.O.N. * CONTRACTOR TO VERIFY ALL EXISTING CONDITIO AND REPORT ANY DISCREPANCY - 5 0F 10 � o � o Qo RIn6E �(j z JACK RAFTER SAGER } 2" OVERHANG 2" OVERHANG 5'-105/a° 4'-IY4° V-105/4" 5'-05/e," A II ! 1 M 11 fr- I 1 1 = I rAw-- 4-leo- - BIJ INKVAL..l MY O e,,. y � RAFTER s ® , �� IIIIII ROOF ry � LINE COMMON ��1 2)2"X811 HDR 11K1 ���jXWW �( ,;d' " HDR Q�I — �Q X QIIA —. POR -SR DETAIL N.TS. ® Z iv w 2"XIO" DF RIDGE tU t X �Y 0 IL < o r~ u= z --� V � z LU LL ® EXISTING 2"XIO" DF RIDGE- V a o Q p n � �o O U) x � w X n SCALE: 1/411211-ON DRAY�N: J.RABK�YIG�+ 12ATE: 8-25-01 PROPOSED ROOD PLAN FA r SCALE: Y4° = V-0" 6 OF 10 � o � o Qo NEW ROOF GON5T. z ARCHITECTURAL COMPOSITION SHINGLES OVER 15# BLDG PAPER W/I CE/WETHER SHIELD ® PERIMETERS AND VALLEYS ON 5/e," COX PLY. ON #2 D.F. 2"X8" R.R. ® 16" O.G. } W/ APPROVED RAFTER TO PLATE TO STUD HURRICANE CLIPS (SEE SPEC I F I GATI ONS SHEET) CONT. RIDGE VENT GONT. RIDGE VENT (2)13/4" X 20" LVL RIDGE OR 211XIO RIDGE (5)13/4" X 16" LVL RIDGE 12 CRICKET 12 cy 211>01, RIB 0G '��/ , W/EPDM 6 /�L/ 0 \� 2"X6" CJ @ 16" M KI;Z-JO 6 ROOFING (2)3/8" )T( GARBAGE BOLTS @ RR t CJ BOTH 51 DE5 NON 5TORACGE ATTIC., /6'' 7� O r LL 2"X5" CJ ® I6" OG W/R-50 M Lh PROPOSED _ ' FAMILY RM PROPOSED m BEDROOM v F- 1-- s 2"X I O" F.J 16" OG W/R-22 2"X8" ' I: (2)I5/4"XI I'/g"LV GRI DER GRADE �` NOTCH OUT FOR SILL (TYP) 3 AGO SILL �— j' GRANL 5PAGE (&R1ID4EBI I /8 LVL a 2"XS" FJth \ \ \ w Q w O %\% \\� PROPOSED I6 OG YV/R-21 w �//\\\�/\\%\e 1�- I - m \//\\//\\//Ix BA5EMENTlu tu 2'X2'X I' PG P I EBB\ 2,.P.G.�SLAB ONE\\ \; O O W✓8 XS XI6 GMU , COMPACTED EARTH // // /j 4 P.G. SLAB ON e COMPACTED EARTH \\s/\\./\\i/\\ MALL GONST. \,\` \//\\ , / / `�\/\XI/\ \\j;\>�`. .\` ,�.\ \ r, , \``VN , MATCH EXISTING CEDAR 51DING OVER \ \\i\\ `\\���\/\\/�� 2 X2 XI PG PIER \ /\\�\\/ \\!\\/\\'\'\\/\\/\�/\\/\\ \ #50 FELT OVER s/8" COX PLY. ON #2 D.F. 2"X6" ` \ W/5" STEEL COLUMN ///�'j \ ' // //\/j'/\// / '`/,i` :l STUDS C� I6 O.G. W/APPROVED HURRICANE \��\ �\,,`,�\\\�\s`�.,`//,®✓- STRAPS TO PLATES (SEE SPEC I F I GATI ONS SHEET) FOUNDATION GONST. W/R-IQ INSULATION BETWEEN 'fib" ANCHOR 5OLT5 4'-0" O.G. 1'-0" CORNERS FINISH INTERIOR Wry?." GYP BO 5EGTI ON A—A FROM R K W/AGQ 51 LL PLATE 51 LL GASKET AND TERMITE SHIELD W/APPROVED HURRICANE STRAPS TO STUDS ON A 8" DRAWN: J.RABKM FLOOR GONST. 50ALE: 3/g" = P-O" -P.C. FDN. WALL OR 8"X8"XI6" GMU FDN. WALL ONB"XI6" SCALE: 3/8"=11-0" 3/4" T4 G ADVANTEGH SUB FLR. GLUED AND # �� . P.G FOOTING W/(2) 4 REBAR 3 -O BELOW GRADE', '\ ._^ .P-.�.� . JOB #: 120 NAILED ON 211XIO" 4 211X8" OF F.J.-a I6" O.G. (S W/APPROVED HURRICANE STRAPS TO PLATE EE SPECIFICATIONS SHEET) "`` • �;ry:: . M.;:.�' DATE: 8-25-Oq -. >x (SEE 5PECIFICATION5 SHEET) NOTE: ` ':'', °t,, %m NUMBER: WINDOW HEADERS TO BE (2)01 YY LVL U.O.N. ° CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND REPORT ANY DISCREPANCY AN m 7 OF 10 � o SCHEDULrz 0 SYM. MODEL NO. WINDOW TYPE CLEAR GLASS EFFECTIVE PRESSURE REOD DESIGN DESIGN PRE55URE aTy 6 . z OPENING AREA WIND AREA ZONE PRE SURE RATING 1(& *:2652 NARROLINE DOUBLE HUNG 6.08 11.05 20 4 25.1 _26A DF50 2 *2846 NARROLINE DOUBLE HUNG 5.25 9.41 10 4 25A —28.1 r2p50 A L.IF.IS 213 !.2E!9 blING ER!92TE9jlQN (P TR2810 NARROLINE TRANSOM 0.0 1.112 10 5 25.41 —54.1 DPW 2 VVOOO STRUCTLVAL FANEILS VVITH A MINI(MILt.1 THICKNItS,5 OF 771WAND%AA>01%lur-A FAPi r-L S.P A N o r e,-cr 0 AN451 2100 SERIES AWNING 2.1 &.6 10 5 25A —54.1 4 SHALL RE PERPATTE-0 FOR OPENING PROTECTION IN ON AND TWO STORY nLjjjC)ING$ PANELS FRENCHAOOD HINGED SHALL M VRLEr--JT_TO COVE P GLAZLE)OPCI 11,105 WITH ATTACH0AENT HAn0VVARLr PROVroEo. PATIO DOOR 16.12 :22.cl 1 20 4 25.1 —26..q DP_r'O I (REFER TO SFC710NI 1BOD 7.a AN7)IBOB 65 AND TABLE 184�fjc 1.4) fr— TABLE 116019.1.4 C FA027611 FRENCHAOOD HINGED 0.0 10.51 20 4 STATIONARY PATIO DOOR 25.1 —26A DF50 2 FASTEt--JFR SPACINCIMNCHES,s PANeL Si° ,4 ZZ- a ! ANAL 4-4,r - r*AT-4VL 61--c rANEL NOTES: FAS7r__Nr-R TYPE SPAN 4'-a' SFAtl ff.Cr' SPAN' , 8'-U' 14 _�LIIZL 12 ALL WINDOWS TO BE ANDERSEN HIGH PROFORMANCE OR APPROVED EQUAL 2 1/2' #8 WOOD f;r_RFv%S 12 0 CALCULATIONS FOR WINDOWS BASED UPON EXPOSURE 5 COEFFICIENT I.o WITH 120 mph BASIC, WIND SPEED. AS PER TABLE R 501-2 (2) NEW YORK STATE BUILDING CODE. A. THIS TABLE 18 aASLO Otl A MAAMUrvi WINIb SPEED(�l SECONIO,GUST)-)F 131 K`IPH AND PAEAN ROCP 0 WALL OPENINGS INCLUDING, WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8" WOOD SHUTTER PANELS HFICaRT OF 32�-O`OR L=-GS * FASTENFIRS NH RE INSTA.LLED At 0PF'0SFll,C3_F_N0S OF THE WOOD STRIJOCTIJRAL PAPJEL WITH MAXIMUM OF 8'-0" SPAN. FASTENERS FOR SPANS UP TO b'—O" SHALL BE 2 1/2 — # 8 WOOD SCREWS AT 16" O.G. * WHERE SCIREWS ARE At TACHEL) TO PAA,q(_)r4RY oR I%lAK(.)fj"Y I TH*_YSHALL HE zS[STAIIJT ANCHORS HAVING A MINIf"ALIM V'ltTH_'DRAWt_ FOR SPANS UP To 6—0" SHALL BE 2 1/2" — #6 AT 12" 010. TABLE 501.2.1.2 ATTACHFQ OTILIZIT-4G ViBRATION OF CAPACrry OF AG9 LOS. ALL NARROLINE WINDOWS MUST USE: Fit 0 1/2" HEIGHT SILL STOP (OR STOOL) AND THE ADDITION OF A 1/2" X 5/4" OF UPGRADE SILL 5TOP5 TOTAL OF 1-1/4" HEIGHT AND REQUIRE THE INSTALLATION OF A SPECIAL SASH LIFT INCLUDED AITH OF UPGRADE SILL STOP KIT) 0 ALL UNITS MUST MEET OR EXCEED THE MINIMUM DESIGN PRESSURE REGUIRED, ANY MULLED UNITS MUST MEET OR EXCEED 0 1.5 TIMES THE DESIGN PRESSURE REO UIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIOR GLAZING MUST MEET A5TM E lct% TEST REGUIREMENT5 AS PER NEW YORK STATE RESIDENTIAL 6ON5TRJJC,TION 0 REFER TO SECTION R 160q..1.4 FOR ALTERNATIVE OPENING PROTECTION. _MU51 HAVE OF UP&RAM KIT MEETS NY STATE EGRESS REQUIREMENTS FOR HABITABLE SPACE. LOCATION ON FLOOR PLAN z < LL STRUCTURAL WOOD PANELS FOR WIND-BORNE DEBRIS PROTECTION to FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS Lu Lu (MAXIMUM MEAN ROOF HEIGHT:35) LL x SHUTTER ASSEMBLY IL z N.T.S. FOR PANEL SPANS: 0 < 4'-0" WIDE SPAN *0' MULTIPLE SECTION ASSEMBLY: 1/4" TABLE 1609.1.4 Lu v Z Lu THICK BOLTS @ 2'OC —1 23,/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD (OVERLAP AROUND OPENINGS 4--) USE AC GRADE W/2 COATS EXTERIOR PAINT 2 SIDES, 4 EDGES. LABEL ACCORDING TO LOCATION. Lu ASSEMBLY: ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/#8x3" (w/WASHERS) GALVINIZED OR STAINLESS STEEL WOOD'SCREW @ 16" O.C. OR BETTER ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: " (W/WASHERS) MACHINE BOLT @ 12" O.C. 2 #110 TEE NUTS ATTACHED TO BLDG. w/#10x 1 y K WHERE SCREWS ATTACH TO MASONRY OR MASONRY STUCCO, THEY SHALL BE ATTACHED 3: 0 UTILIZING VIBRATION RESISTANT ANCHORS HAIVING A MINIMUM WITHDRAWL CAPACITY OF 490 lbs. SHUTTER ASSEMBLY Z N.T.S. K 000 FOR PANEL SPANS: 4'-0" OR WIDER SPAN K SPECIFICATIONS AND ASSEMBLY IDENTICAL TO 0 < 41-0" SPAN. IN DRAWN:NOTE ADDITIONS: 000 2X4 STRONG-BACKS @ 24" OC • M: L RWM ASSEMBLY: SCALE: NONE 1). PREASSEMBLE PLYWOOD TO 2x4'S: 1 OXT' (w/WASHERS) GALVINIZED OR STAINLESS STEEL JOB #: 120 0000 WOOD SCREW @ 12" O.C. DATE: 8-25-01 f SHEET NUMBER: 8 OF 10 PLAN CONTENTS: ROOF FRAM I NS NA I L I NS SCHEDULE: OCCUPANCY CLASSIFICATION R5 RESIDENTIAL M a aa+raweuen dl 141 a aulalrAa 11er erd O 6110 Nwwrlrn an Yaa wx+d swsb%*ldn daa:a:wia f is row_"barb d1wrr 116"and ?dwww& 71 w a�Mw� BUILDING USE SINbLE FAMILY DV ELLINb JOINT DESCRIPTION NAIL QUANTITY NAIL SPA 1NO NOTES Ambe lN�dddm tld s,,,dr "'„O00 ai1w li°linn= °""�°"'" a�wwi� a� (� O arawv a p+erawary rYM:aq Mnea.ay aeun:d.and rrddMlarpred ee:gelwaa prodal BUILDING HEIGHT W-4" e'WALL;5-8D COMMON TOTAL 5Q. FT. OF GONSTRUGTION 1050 5Q. FT. RAFTER TO TOP PLATE 10'WALL14-$D COMMON 1=~ArGH RAFTER TOE NAIL 2.�� +e eae�ara.ON�►adrrradle�,adrdAlg d nark awl> d.Irraw=Inodaa. DESIbN GRITI=RIA M ,RIPTIVE A5 PER N Y5. RESIDENTIAL CONSTRUCTION CODE AND GEILINIS JOIST 8'WALL;5-8D COMMON EACH JOIST TOE NAIL M "'a,�,.r.,db�.da owob&7m ,y ebekw � on opmewbo ow Vu O Iq" 5BG HIGH WIND EDITION,YYOOD FRAME CONSTRUCTION MANUAL TO TOP PLATE 10'YOU;4-00 COMMON FRAMING ELEMENTS AS PER FLOOR PLANS, GROSS SECTIONS AND GENERAL NOTES CEILING JOIST TO A5 PER TABLE 5.17 4,Mm"s day erw r000dws vw soon ear. tde wo dada e-qs*W. EXT. BALCONIES 60 PARALLEL RAFTS Y'1FGM - SBG EACH LAP FACE NAIL ���M,,,t a4v � �y60"Wow or s�d or�� } DECKS 40 CEILING JOIST LAPS AS PER TABLE 5.7i EACH LAP FAGS NAIL wrwof h deracum rrh to ask 1lana and Z rye=for a apaeft w arpnawad dr hard.h No ll� ATTICS Yy/O STORAGE 10 OVER PARTITION WFCM - SHG s. ll�X d1.r.r w Weer pie.,asarlar awalte:r,and rardwr adrdrla►�IlPaa and dead a*radera �raderr tor.Mrdarada DESIGN LOAD CALCULATIONS ATTICS WITH STORA6E 20 COLLAR TIE TO RAFTER �Y,PCM _ 5w PER TABLE 4 EACH END PAGi•NAIL Dow��-- - to or�air (LIVE LOADSS PSF) ROOF (&ROUND SNOW LOAD) 45 BLOGKINb TO RAFTER 2 - SD COMMON EACH END TOE NAIL °.p.anealw dads oonbwolw*to env""mmew"OW,g%b f`�' �"r emew& it N ROOM' (OTHER THAN SLEEPING) 40 IL 6 01�der M ar•atUr to da uft wA dowdin"r Ne ve ad Ow pkm Par all lull!In eves e m sea:ew,,.tiens,9, a� ROOMS (SLEEPING) 5O RIM BOARD TO RAFTER 2 - 16D COMMON EACH END END NAIL IM Rw1M hw**vd rmft drlaalea Pft Wwy Ysd"PendlwhawlNip j STAIRS 40 qwa l Mad eoM d"eweor,a.per GUARDRAILS (ANY DIRECTION) 200 AALL FRAM I NS NA I L I NS SCHEDULE: W EXf' LOA CATEGORY LOAD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION DETAIL PAGE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES d.ei1fd °"eI"OLIOf'iO"^"'"pl"w'1i'°"°"'"ai°d'Iar"IO daddr:Mr Is«:asa d:doaa or ftahad M=W d:aw hphd Vm., (ROOF - FOUNDATION) AND GENERAL NOTE PA6E 2 AN fdda be r wrs an ala h ' - sell. NAILING 5GFEDULE SEE GENERAL NOTE SHEET TOP PLATE TO TOP PLATE 2 - 16P COMMON PER FOOT FADE NAIL w�ir.a .rpa : sa j wd.rml babra.rr all erred.alder wd dbW"eanwaes a-r::we"Podia o wr h awls Im ar EdRESS SEE FLOOR PLANS AND WINDOW SCHEDULE SEA NOTE: I SO PLUi�ING RISER DIAGRAM SEE R15ER DIAGRAM PLANS TOP PLATE AT 4 - 16D COMMON JOINTS EACH 5117E FACE NAIL 4,Comwebe",p r a"'d,,,Y, ""i1"""�""`PMs01s"by a Wea:a.l rwr rd.y d:laur adds.dr 1.�lae.d an s ad.Irlah d FIRE PP4 TMTION INTERSECTIONS s.{torift a d slowe rsrsrd m pw dada eeds reap aeradr. - - (SMOKE t 002 DETECTORS) SEE FLOOR PLANS STUD TO STUD 2 - 160 COMMON 24" O.G. FACE NAIL �.arw�.r�i�1..p++wr TRUSS DESIGN WA - STANDARD STICK FRAME GON5TRUGTION ao.a:ry ENERGY GALCULA noisiS REgGi6GK 5A RB_EASE IA FE,4DER TO HEADER 160 COMMON AFL 16" OE.b•6LS er PAGE NAIL 7.a 11IFF d th is dOm n a al"�rrw wort°do per dads ad aall wsw. 1 TOP OR BOTTOM 2 - 160 COMMON PER 2X4 STUD gNp NAIL PLATE TO STUD 5- 1612 COMMON PER 2X6 STUD L Laawwlrra d:dl Ww prwadat er r eadds d a m go("r:rt soda dla dopkk BOTTOM PLATE TO FLOOR z AN I+ww,r.11e le be ewo++rd raw r graw land rah dale ew"w ral:/warg. Twp^►ieA d and 0 JOIST,SAID JOIST, FADE NAIL bmw ie have a kW*F Iue,We rested�:w bred a larr sW rah PO'ro n on edjaawt 2 - 160 COMMON PER FOOT .rsr..d d.sl:g rlaaMolvad Iaear r.yra.a s d f w,Ma rd. des i CLIMATIC $ SEOSRAPHIG DESIGN CRITERIA: END JOIST OR BLOCKING SEE NOS' L2 46M Ia bOaM:ewldr W evWWate"`ioai1ar' /r re"vas OW IAA arw rrrlM and g�lw'I,R no ilia as on GROUND WIND SEISMIC FROST WINTER IGESHIELD FLOOD SNOW SPEED DE516N YEATHERINb LINE TERMITE DECAY DESIGN UNI7ERLAYMENT HAZARDS LOAD (MPH) CATEGORY DEPTH THHP. REQUIRED FLOOR FRAM I NS NA I L I NGI SCHEDULE: I.Plumbing subwrbMtor to be rwporeblo for adhorhg to all applwcble cod°and safety the MODERATE SLISHT TO �• 45 L.BS. 120 B SEVERE 3 FT. I I NONE NONE lat«a�. are cut ts durYg wtallatron of phln"f bove or oquyan.nt provide,TO HEAVY MfODERAT'E JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING provide,NOTES 2.R wall p braehg to�tie fr+amhg bax;k together.JOIST TO SILL, TOP PLATE OR 61RDER 4- bD COMMON PER JOIST TOE!NAIL �1e BRIDGING TO JOIST 2 - bD COMMON EACH END TOE NAIL 1�frt ctlallcal subcontractx>r i.respansbl.far adP,.rrg to all applicabl.codes and safety ROOF SHEATH 1 NS REQUIREMENTS FOR Yell ND LO/�DS: SHEATHING LOCATION NAIL SPACING NAIL SPAGINb AT INTERMEDIATE AT NOTES BLOGKIN& TO JO15T 2 - 80 COMMON EACH END TOE NAIL 2.WAG sulw-antractor to folk coordhate all s PANEL ED6E5 SUPPORTS IN THE PANEL FIELD supplier. ystaln data and requirements veil tide equrpmsnt �- W PERIMETER WSE ZONE bd COMMON• 6" O.G. 8d COMMON o b" O.G. 5EE NOTE5= I,S BLOOKIN& TOP PLATE 5 - 160 COMMON nAGH BLOCK TOE NAIL S.WAC subcalb+aetor to provide fkal system layout dr*Wg and submit it to generd O ca tractor,x7wrler,and supplier for Thal relriew and I INTERIOR ZONE 8d COMMON• 6" O.G. bd COMMON� 12"O.G. SEE NOTES: I f130TH FIELDS) �NiPnM^t supp gr+Pr'� NOTE= 2 FOR PANEL FIELD LE06M STRIP TO BEAM 5 - 160 COMMON EACH JOIST FACE NAIL C' AND RAKE 8d COMMON a 4" O.G. 6d COMMON a 4" C.G. SEE NOTES,S NOTES= I,5 JOIST ON LEDGER TO BEAM S -617 COMMON PER J015T TOE NAIL ' BAND JOIST TO JOIST 5 - 16D COMMON PER JOIST END NAIL 1.Al wails,2x4 and 2xb,to be stud grade or bottom o/c.. All other frww g material to be NOTES n dougias fir or better. THESE NOTES ARE ONLY TO 8E REFER DU RED TO IF MENTIONED SCHEDULE NOTES ONLY, BAND JOIST TO 2 - 1617 COMMON PER FOOT TOE NAIL 2.Al wood framhg in contwA wRh corexote or mosarg to be pressure b-sated. w 1). FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INGLUDIN& 4 FEET ON EACH SILL OR TOP PLATE SEE NOTE: I s.rhavlde double floor plsts under all wails parallel to floor Joist.pan direction unless U I LU SIDE OF THE ROOF PEAK,THE 4 FOOT PERIMETER EDGE ZONE ATTACoHMENT5 REQUIRE SHALL BE USED. aq,«,Iiss specified. J 2). TABULATED 12 INCH O.C.. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTERYTRUSS FRAMING 4.frrovido X-lx or solid at a ffwmft m of 8-0 o%for all dhl robwl lumber floor ~ Q V 1 MEMBERS WITH b>O.44.FOR FRAMING MEKO;* NTH<0.42<640.441,THE NAIL SPAGIN& SHALL BE ROOF 5HEATH I NS NA I L I NS SCHEDULE: Jo1ets. '"� �'°� ' ' � L- z REDUCED TO 6 INC44ES O.C. 5). TABULATED 4 INCH O.G. NAIL SPACING ASSUMES SHEATHIN& ATTAGFED TO RAFTER/TRUSS FRAMING, JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES !t.rloor corwkwtion, 7'tongue and groove phjnood subfioor. f"hw+ed material to be opplled 1- Iv +k)' over subfloor. ohm and ecrew plyrwod dwAkq to floor Joists. V MSS WITH 6>0.44.FOR FRAMING I�MBERS WITH<0.42<6<0.4dN,THE NAIL SPACING SHALL BE V Z f n REDUCED TO 5 INCHES O.C. 5TRUCTURAiL PANEL 812 COMMON AS PER TABLE 5.6 NONE 6.al"a and door headso to be minftn W 2rdo unless otherwise apecrfisel. a M l ono- w ^ V I Y�FGM-sBG hood"to be W 2xl0 unless otherwise specified. �-- 1.Provide full solid bloc"under all beak wails. Q � z WALL SHEATH I NS REQUIREMENTS FOR Yell ND LOADS: GE I L I NS 5HEATH I NS NA I L I NS SCHEDULE: boom Al bea to have adequate bear'hg at each end or as spo&lod. � Q Q LJ q.Al fhlsFl bean and Joist Mterseatlar to have gaNant:ed hoix�n. � Z NAIL 5PA4INO NAIL 5PAGIN6 AT INTERMEDIATE JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES SHEATHING LOCATION AT PANEL ED6:E5 SUPPORTS IN THE PANEL FIELD NOTES GYPSUM WALLBOARD 5D COOLERS '1�O.G. EDGE �� piyN od,grouIcal p I�Af'A lrloate�d. �hfo�od�to sheathed w all pbte�n d!grade sph���%"� O O INTERIOR ZONE 8d COMMON• b"OG. bd COMMON• 12" O.C. NOTES:I,5(BOTH FIELDS) 10 O.G.FIELD 11.Mvvlds hsulation battles at eave vents bebwl rafters. M NOTE= 2 FOR PANEL FIELD \1 J 4'PERIMETER EDGE ZONE bd COMMON a 6' O.G. bd COMMON a 12" O.C. SEE NOTE: 5 12.Exterior flashMg to be correctly Mtalled at all coriwatiorr between roofs,walls,ctlrrrnleljs, proJmtlorls,and perwk aU"as roquirod by approved ons prod ctrvotion pr=Woe. NOTES �^I,�LL SHE,4TH I NS N,�I L I NS SCHEDULE: 15 x9erisral contractor to provide adequate x:lttrc vorltrlatlan am root vor" < THESE NOTE5 ARE ONLY TO EE REFERRED TO IF MENTIONED 504EDULE NOTE5 ONLY, JOINT DESCRIPTION NAIL QUANTITY KAIL SPACING NOTES 14•Provide qqwwpiaW soffit;wnaiation at awrha:Igs. T 1). FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS,THE 4 FOOT EDGE ZONE ATTACHMENT AS PER TABLE 5.4 REQUIREMENT5 SHALL BE USED. STRUCTURAL PANELS 80 COMMON vv-C.1„i -Sw NONE _ 2). TABULATED 12 INCH O.G. NAIL SPACING ASSUMES SHEATHING ATTACHED TO STUD FRAMING MEMBERS Adapted from d'ltandwd for HrMww Pt"WAlt Residential construeth nr'6TV Ix?44 and Id WITH 6>0.4R. FOR FRAMINS MEMBERS WITH<O.42<&<,THE NAIL SPACING SHALL BE 7(°' OSH PLYWOOD 6D COMMON 3M O G. EDGE NONE 5Dc►tq+►'and LdMm rood rrow Gorist action L�- 6 O.C.FIELD rwterlere add Gomwotore for rood Trans ear tructlon REDUCED TO 6 INCHES 0.0. wee5). FOR EXTERIOR PANEL SIDING,GALVANIZED BOX NAILS SHALL BE PERMITTED TO BE USED TO BE GYPSUM WALLBOARD 'so COOLERS 10' O.C.0. FIELD NONE! b A continuous load path between foothge,foundation floors,wail~, studs and roof{railing shall p SUBSTITUTED FOR GOM�40N NAILS. 2.Approved eorrleetore,onahors aid other fastordrg devices not in kxW in idle standard DRAY�N: 4 RA6KEYIGf build Gods.Table 29061 shall be Mlstalled h aeee>.dwue with marlufocturerls NONE roconrllendot,14". FLOOR SHEATH I NS NA I L I NS SCHEDULE: lYfen ILL onnse ors,serew,halts,and nails.used dlroel:4 to the weather er sub #: 120 to In x:estaI.time,.hall stemless.t e1 er hot app d 901VOtEdWL JOINT DESCRIPTION NAIL QUANTITY NAIL SPACING NOTES 4.More wMdow aid dam **Am"be p�o� mood obveturai patii ef,.at,,>rg and.>��+g frn1,►,g ;�.,.. DATE: 8-25-Oq STRUCTURAL PANEL 6" O.G.EDGE old aw- least aid stcomecud at each h side of oped or rbs t°I°said bottom of aippie stue`i,header studs, \: �^r 4 : I" OR LESS 8D COMMON 12" O.G. FIELD NONE , is S.Ridge straps shall be attached to each parry of opposing rafters ex::ept where collar two of `,r �, ;' NOTES �6.Upilft c d actors Mall ��t at�a x acta�h ta.ad,par of raters.' \� 'I.Floor to floor hold-down to be provided every 48,and every 16'nI Mi 4'of exterior 1 1). NAILINS REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b' ON-CENTER AT THE PANEL EDGE. IF WALL- SHEATHING 15 NAILED 9"ON-CENTER AT THE PANEL EDGE TO • . 8.sill Plate to rourldatiorl/Mdctlorage: sill plate shall be anchored to the foundation nth OBTAIN HIGHER SIE,4R CAPACITIES,NAILING REQUIREMENTS FOR STRIIGTURAL NrNirMBER5 anchor bolts havtlg a mft bolt diameter of"I and 0'x s"x 1/8'washers. A mininwm of one;; SHALL BE DOUBLED OR USE ALTERNATE WW WTOR5 SUCH A5 SHEAR PLATES,SHALL BE author bolt*411 be provided wRW 6 to 12 hdwe of each end a each pkdo. Anchor bolts USED TO MAINTAIN LOAD PATH shall have a mllilnrm ernbedrnert a 7 11c11es in corrrete/rr:osorry f y 2). YWEN WALL 5HEATHING 15 GONTINUOU5 OVER CONNECTED MEMBERS THE TABULATED .f+au be iocot.d wRi,M 12 Mrhw of eoni.rs aid at spau,g not ex<.. 4 foot Center. n :. NUMBER OF NAILS SHALL BE PERMITTED TO REDUCED TO 1- 160 NAIL PER FOOT. 9 OF 10 O CONNEC71ON SIMPSON STIRONG-TIE A. RAFTER,ROGURAFTER WM CT CS24 21"LOf-n - - - RAFTER+RUDGUPAFTER 4 THOUTC1 CS20 21"1 LSSIU OR LSU RIDGE B RAFTER,PLATF-,STU0 H7 RAFTEWPLATE H3 OR H2.5 RAFTER PLATEISTUD CS20 ler'Wt4 C HEANR.,'STUD H3 SIMPSON CS20 210 LOI HEADFR!JACK SPJD CS210 I Z' LONG D FLOOR TO FLOOD LFTA or CS23 36"LONG E S7UarP[.ATE?SILL CS20 3T LONG STUOLTLATE CS32016'LONG PLATEIS ILL LPT4 1=4 F ANCHOR DOLTS SST316 Ir— G POST ANCHOR FOR DECKS CS SERIES H4 , 1POST ANCHOR FOR COI/ERED PORCHES jABU SERIES � ��ARAFTEPURIDGERAFTERWITH CT t IX6 OR 2X4-16"OlC COLLAR 71ES VAN RAFTER KING STUDS RAFTER RIDGE STUD SIMPSON H8 OR H2.5 So- RAFTER ® I�r TOP PLATE > TOP PLATE HEADER SIMPSON CS2�0210 L SIMPSON H3 ,U OR L, SIMPSON SIMPSON CS20 180 LONG SIMPSON CS20 12"LONG SIMPSON LSSU OR Lc SERIES V4 WALL STUD WALL STUD JACK STUDS — 0 IN 174 W Al RAFTERRIDGERAFTERWO CT rB RAFTER/PLATE/STUD rB' RAFTER/PLATE PILATE/STUD KQN HEADER/STUD HEADER/JACK < POST SIMPSON CB SERIES lu y-tu tL (3 P.C.FOOTING iz LL 2ND.FLOOR WALL STUD E) 2ND.FLOOR WALL STUD E) 1ST.FLOOR WALL STUD— E) 1ST.FLOOR WALL STUD- 2ND.FLOOR PLATE 2ND.FLOOR PLATE SUBFLOOR SUBFLOOR 1ST.FLOOR PLATE 1ST.FLOOR PLATE /"'�G POST ANCHOR FOR COVERED PORCHES K 'P RIM BOARD:PLATE RIM BOARD- SUBFLOOR SUBFLOOR SIMPSON LFTA SIMPSON CS16 360 LONG SIMPSON CS20 360 EVERY OTHER STUD AND LONG— SIMPSON CS2016"LONG — EVERY STUD OVER HDRS 'Top P —1 RIM BOARD — RIM BOARD 1ST.FLOOR TOP PLATES 1ST.FLOOR TOP PLATES DOUBLE SILL PLATE POST DOUBLE OR SINGLE SILL PLA1 '4 SIMPSON LPT4 FLOOR 36�LONJG S I ST FLOOR WALL STUD I ST FLOOR WALL STUD FOUNDATION WALL 4 FOUNDATION WALL SIMPSON ABU SERIES 4 t .A A. P.C.FOOTING 0000) 1 100, SCALE: NOW I"-�Q FLOOR TO FLOOR rD FLOOR TO FLOOR E STUD/PLATE/SILL E STUD/PLATE PLATE/SILL /0"�G POST ANCHORS FO'R DECKS JOB #: 120 DATE: 8—:25—Oct %M NLMER: look 10 OF 10