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HomeMy WebLinkAbout41630-Z r SUFFOt��,` Town of Southold 9/12/2017 P.O.Box 1179 53095 Main Rd P'yjj Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39215 Date: 9/12/2017 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 5030 New Suffolk Rd,New Suffolk SCTM#: 473889 Sec/Block/Lot: 110.-8-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/17/2017 pursuant to which Building Permit No. 41630 dated 5/12/2017 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: NON-HABITABLE, ACCESSORY GARAGE WITH STORAGE ABOVE AS APPLIED FOR The certificate is issued to Hotchkiss,Bruce&Cheryl of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41630 08-29-2017 PLUMBERS CERTIFICATION DATED Aut riz d S' ature TOWN OF SOUTHOLD SOFFnc� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 41630 Date: 5/12/2017 Permission is hereby granted to: Hotchkiss, Bruce & Cheryl PO BOX 617 New Suffolk, NY 11956 To: demolish existing accessory garage and construct new accessory garage as applied for. At premises located at: 5030 New Suffolk Rd, New Suffolk SCTM #473889 Sec/Block/Lot# 110.-8-15 Pursuant to application dated 2/17/2017 and approved by the Building Inspector. To expire on 11/11/2018. Fees: ACCESSORY $276.00 CO -ACCESSORY BUILDING $50.00 Total: $326.00 B 'Iding I ector 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- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial $15.00 Date. New Construction: Old or Pre-existing Building: (check one) /��` Location of Property- ��`3 �eC 'Sv�/k Z<--/ S�'r'i"'='1i� ' House No. Street Hamlet Owner or Owners of Property: /W CC eAe_.L�/ 17�'44/ccss Suffolk County Tax Map No 1000, Section � Block Lot Subdivision r �y, Filed Map. Lot: Permit No. JJ Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: I✓/ (check one) Fee Submitted:$ Applicant Signature pF SOUj�®l Town Hall Annex Telephone(631)765-1802 54375 Main Road C#43 Fax(631)765-9502 P.O.Box 1179 ® Q roger.richertO-town.southold.ny.us Southold,NY 11971-0959 Q lyc®UN1Y�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Hotchkiss Address: 5030 New Suffolk Road city:New Suffolk st: New York zip: 11956 Building Permit#: 41630 Section: 110 Block: $ Lot 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Rocky Point Electric License No: 32644-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage LN INVENTORY Service 1 ph Heat Duplec Recpt 4 Ceding Fixtures 6 HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel 100A A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 4 Twist Lock Exit Fixtures TVSS Other Equipment: "Detached Garage" 1- Attic Fan. Notes: Inspector Signature: Date: August 29, 2017 0-Cert Electrical Compliance Form.xls pF SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: l 6-f okvlP" (��ftl vii V1064.410 DATE INSPECTOR �yso coUM`I,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "- h DATE YY bbl INSPECTOR VSO(/r�olo /"? 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 Z l INSPECTOR l ' OE SOUlyolo 6-17 �oourm I , TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL ( ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) �'] ELECTRICAL (FINAL) REMARKS: DATE l INSPECTOR i ) SO(/TyO TOWN OF. SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] - NSULATIIO����N [ ] FRAMING / STRAPPING [ FINAL -l�� p� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ " ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR _AA PWA KIM WARAW� • r: r STATE RNER�Y • r IC p 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 Budding Plans • TEL:(631)765-1802 Planning Board approval FAX:(631)765-95024)2b Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N Y S.D E.0 Trustees C.O.Application Flood Permit Examined 20 Single&Separate Storm-Water Assessment Form Contact: / S Approved 20 I Mail to- Disapproved o Disapproved a/c ?o B/c�>X (a 17 Phone Expiration I 20 1 pector — i D [EC[EoAPPLICATION �/]� FOR BUILDING PERMIT '7 V DD Date — ! ,20 / 7 77 INSTRUCTIONS FEB 1 a7Thr?0application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot Ian showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or BUM-owl TOWN OF SGPgJ7MLDed 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,1pusing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections J� (Signature of applicant or name,if a corporation) O �- — k CQ17 / A/ y ��o /r�J (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name of owner of premises rUrtce� /17a �a 74ah 111,55 ehGi+ L (As on the tax roll or latest de If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. a? 7 eSo^� Plumbers License No. Electricians License No. ��— Y`/ i7'I F Other Trade's License No. 1. Location of land on which proposed work will be done: . 030 Aka J4&- /'-e Rea"ae . we. j �'u M House Number Street Hamlet County Tax Map No. 1000 Section //O Block 8 Lot I Subdivision Filed Map No. Lot i 2. State existing use and occupancy of premises and' tended use and occupancy of proposed construction: a. Existing use and occupancy (�/1� ,-cg y, l y res,clenG� b. Intended use and occupancy O n �a �-�S•a1�,��� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition t/ Other Work o a (Description) 4. Estimated Cost s�yo,00 o 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__14�,7 Rear� a �/ Depth0.4 , Height j Y Number of Stories / i Dimensions of same structure with alterations or additions: Front 62:� Rear zt--5— Depth *' HeightNumber of Stories -/- 8. Dimensions of entire new construction:Front 2-4D Rear 2-o r Depth 2- ti Height !8 Number of Stories 9. Size of lot:Front `sem' 08, Rear Depth 129 10.Date of Purchase Name of Former Owner4fhGryL—T wo f hK,S.S l ira'7e- A 11.Zone or use district in which premises are situated 12.Does proposed construction violate any/zoning law,ordinance or regulation?YES NO ✓ 13.Will lot be re-graded?YES NO V Will excess fill be removed from premises?YES—NO— '8""e ESNO'8""e t4. k&tQoroc.SS 0l1,f5'ox 6"7 14.Names of Owner oft)remises�cA�a-•• !k r"'A:aV ss nleUJ ,$' " Lt,.Aff hone No. -r/4— Name r/d—Name of Architect Address "O'®s"(tone No Name of Contractor To on Samoac p-s Address ' Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO t/ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS 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 ) being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith Sw mbefore metl}g*• krt o n } day of 11JJ Notary Public Signature of Applicant ;:aNiNi1= D. t S:e.e of Haw York u,o:'r1Fi_i6136050 in liuffiolk County ��i�e0 14,2 o a t� Scott A. Russell x(31, 16 STOIKAWWA TIE)E, SUPERVISOR .9 AWAN A(G IEMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 Q 53095 Main Road-SOUTHOLD,NEW YORK 11971 41- ra-r Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) ----:----------- - I3®�"'�I�--�1E8�7�4✓�'�II�T® li P f9L���I1��---------_._.------- --- Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑e. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�. Site preparation on slopes which exceed 10 feet vertical rise to � 100 feet of horizontal distance. { ❑U D Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ �- E. Site preparation within the one-hundred-year floodplain as depicted .` El/F' . FIRM Map of any watercourse. ®l l r . Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building DepartmenLwithyouur Building Permit Application. APPLICANT: (Property Owner,Design Professional,Agent.Contractor,Other) S.C.T.M. 1000 Date : /�fLtJC /n. NAMEi/�/� `1l'Cl SJ , l� IV Section Block Lot FOR BUILDING DEPATIT.VILNT [_SL O VI; ` Contact Informanon Reviewed By: cm,\`�A — — — — — — — — — — — — — — — — — — _ Date. Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — �—� PV Approved for processing Building Permit / LM Control Stormwater Management Control Plan Not Required. — — —7 — — — - - StOrn]water 1"✓tanoge,ine,it , ,Pla ,J„ ,R�yeqs,red u- Li (Forward to Engineering Department for Review) FORM ' SMCP - TOS MAY 2014 { t ALE Town Hall Amex Telephone(631)765-1802 � 75l iia y ate© 107 oso vP.O.Box 1179 rocerche us Southold,NY 11971-0959 BUUMING DEPARTMENT TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: E • � �� Date: Company Name: Name: License No.: Address: Phone No.:. 6 3 JOBSITE INFORMATION: (*Indicates required information) *Name: o� /CTSS • F *Address: 50500ew Cy#ou< 41 , *Cross Street: *Phone No.: �3 7m s Permit No.: fv 3G> �. Tax-Map District: 1000 Section:_ Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) tPlease Circle All That Apply) *ls job ready for Inspection: YES! O Rough In Final *DoYou need a Tem Certificate: YES! NO - Ternp Information(lf needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 ®flier " *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 824tequest rnr[ospeection Form i D�� ,�`oS�fFO�K G Town Hall Annex �� y�`� Telephone(631-1802 54375 Main Road -� �. Fax(631) 734-9502 P- O. Box 1179 0 Southold. NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ,)/f / 7 Owner: k�sas Location of Property: �`3® �� vSv� � / /'Yk..j So �/X;z-. Pleas/take notice that the (check applicable line): `✓ New'residentia[ structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed-or performed at tfie subject prgperty_reference above wilf Utilize (check applicable line): : Truss type construction (TT) _ Pre-engineered wood construction{PW) Timber construction (TC) in the following iocation(s)(check applicable line): Floor framing, including girders and beams (F) t� Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): " Capacity(-check applicable line): Owner .Owner representative TrussResRegl5.docx Effective 01.12415 1 . i6" DIAMETER - f • ZEFLECTIVE RED - --- - ROMAN ALPHANUMERIC - --P)ZfgT NE_' --- -- - -- - - -- ---'�7ESdGhd:4T'r0n-0F C014STRUCT1011 (PNfS)#187 TYPE Bi4SED 014 SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" Cd.(-N. - REFLECTIVE 112" STROKE --- _ 211A 1-Vo -- ---:------- -- "-- ___ Cd14P_0fJENTS?HAT ARE'OF , TRUSS;CONSTRU`CTJOX -"F" FLOOfZ FRX0401G,tk, LUTAA-G GIRDERyS„A�d3 BFi4lf¢,S',,..,. _ - "R- ROOF PR MING "FR" FLOOR AND ROOF r+IZAfiI I - UrMSCKE r al rsraH EYANPLETRUSS IDEN-n dCuoN S[GN ~DATE fomD(}6 - . N -YORK STATE DEPARTMIENT -OF STATE EW DIVISION OF CODE ENFORGEM'ENT rue r fcic: AND ADMINISTRATION* N TOWN OF SOUTHOLD PROPERTY RECORD CARD f-, C. _ I10- P, - i - m OWNER STREET � � VILLAGE DISTRICT SUB. LOT w �� - G 44/ v j oda f JCC *-/+- J . lye / �.� , , .. FORMER OWNER N gC Eli /cJII ' ACREAGE 6 �� e arils er it-In S W j TYPE OF BUILDING &ES).pZ, SEAS, VL. FARM COMM. I IND. I CB. N41SC. Est. Mkt. Value o LAND IMP, TOTAL DATE REMARKS .DeEai,rQO� IRV Jj46. f DJ o___ ard� Cf)0 -71 2� D 3 -7 ► ,vfC. r3 358ifo d . AGE BUILDING CONDITION lio)IL41 �ns, gc�sb, NEW NORMAL BELOW ABOVE FRONTAGE ON WATER Farm Acre Value Per Acre Value FRONTAGE ON ROAD J"64��,,e �h eft/ �v-o!�pal�" Lo Tillable 1 BULKHEAD n Tillable Z DOCK Tillable 3LD Woodland N mSwampland N B rush land 0o m • RN }-louse Plot Ln m m Totoi _ " r l m , _r w CL LO 0 w _ f LO LO 1A� ca TF �— o j 110,845 11111 - ; O - --;- -- - CO M. Bldg. F ndationC-�'), Bat Extf n eon ��� 2inl�� Basement — Flo Extension — Ext. Walls �� �j�/ Interior Finish - -- -------- ---- - _ - - m Extension- �� Fire Place HeatLO �t LO - ---- - f-`-vr- ---- dt rtarch - Roof Type - --- --- -- M — _. .-1 r -O _ J�.----- — - -- - -- -- — — `0 r --- -- - - Porch Rooms 1 st Floor 1 U-) Breezeway i ?r��c}� �� �.� Patio Rooms 2nd Floor c14 Garage ? ,Za + iveway Dormer Cl)M {). S. m _ N - LO Q1 r9- IV Rocky int Electric Inc. 6 Jupiter Rd Rocky Point NY 11778 631-514-4659* 631-860-1428 rockypointelectric@yahoo.com Bruce Hotchkiss Job- 5030 New Suffolk road Electrical disconnection from garage -Electrical has been removed from detached garage and is now safe to demo the structure. %tea D [EC IE DVF D MAY 1 2 2017 BUILDING DEPT. TOWN OF SOUTHOLD SURVEY OF PROPERTY SITUATE - �S NEW SUFFOLK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-110-08-15 SCALE 1"=20' / o FEBRUARY 17, 2010 w w U �� Ga a?o AREA = 6,884 sq. ft. 0.158 ac. 0111`) _ 0 S 73, IZL44,V NVZOZp OCOry�O1rpN 1'OD Aj'`SC4�ETCp to - 3 CO z C NCE r TCF 04•ty, O z M 4 b/ M O 1 X6.30, 0 a / a, Cp 0.4.` ` N o ' CONC FM NO H B ON Z N FRAM o s\. 1�T/ _jog• 00 GAR f APRON \ Fh 4 Z ST O � zoN AGf N Nf yOo, aW , $ M N 7-p•ly COONO 204• a �Cp f n OAR CO��NG �O 4 r•. NC :. \A.Q w e^ O" �fPg< ROOF ONC PREPARED IN ACCORDANCE WITH THE MINIMUM O W COfyC OVfR ti w STANDARDS FOR TITLE SURVEYS AS ESTABLISHED S\v 9 BY THE AND APPROVED AND ADOPTED v FOR SUCHH USE USE BY THE NEW YORK STATE LAND TITLE ASSC N' II(F 1� 1c» c4WIZ.0 139 oNo 04' 4AND S .',•� - N Y.S. Lic. No. 50467 TO THIS SURVEY ALTERATION OR ADDITION Nathan Taft Corwin III S SURVEY IS A VIOLATION OF S THI SECTION 7209 OF THE NEW YORK STATE Lc, EDUCATION LAW Lancs Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED O TO BE A VALID TRUE COPY M , M CERTIFICATIONS INDICATED HEREON SHALL RUN I ONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE Z TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 FOX (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.0 Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11901 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. I i SURVEY OF PROPERTY SITUATE NEW SUFFOLK Ji10A TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 110-08'- 15 (A SCALE 1 "=20' wFEBRUARY 17, 2010 MAY 18, 2017 STAKE NEW GARAGE FOUNDATION rn a'-o AREA = 6,884 sq. ft. FeNce 3 S I'll N 0.158 ac. o O 03, 3 LIAR /O/F F CpNQ.OMON. �SC`9 v�QGp Ov1 k, CHANCE 0.4'W. O w�, o DD M O SfT, io• 136.30 JUN m 7 2017 CO SfT / (0 9 GAR W 1\ N 1` o �B ` CpNc FM pND � � TOWN OF SOUTHOI.D 0.3N FfiyCE sfT S �9.\ RAMf y p ORY1.0' Z �e usi OCNMpR0a28.x' N oCNCaNVf CpNc°¢? 10, C.sfT 21 G S' >>'ONC0os, Fi PREPARED IN ACCORDANCE WITH THE MINIMUM 2 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED 'y 9 ° it/ v w BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THE NEW YORK STATE LAND AspHmtr ),,, ° O TITLE ASSOCIATION ti � Ll� pO/F39 t � b0* � .043, o � Ybd.` N.Y.S. Lic. No. 50467 UNAUTHTO THSOSURVEY ISRIZED E E NEW OF RATION OR ION Nathan Taft Corwin III SECTION 7209 OF THE NEW YORK STATE W EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING d THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED M TO BE A VALID TRUE COPY. M CERTIFICATIONS INDICATED HEREON SHALL RUN 0AONLY TO THE PERSON FOR WHOM THE SURVEY Title Surveys — Subdivisions — Site Plans — Construction Layout IS PREPARED, AND ON HIS BEHALF TO THE Z TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND PHONE (631)727-2090 Fax (631)727-1727 TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. OFFICES LOCATED AT MAILING ADDRESS THE EXISTENCE OF RIGHTS OF WAY 1586 Main Road P.O. Box 16 AND/OR EASEMENTS OF RECORD, IF Jamesport, New York 11901 Jamesport, New York 11947 ANY, NOT SHOWN ARE NOT GUARANTEED. E=L�C,1 hi-r— Lm - INSPECTION REQUIRED i0 NOT PROCEED WITF TOP OF FINAL (SPADE APMR IED AS NOTED RAMING UNTIL SURVEY DRAINAGE CALCULATIONS FOR AREA OF NEW ROOF GARAGE DATES p.p,# �, 0. FOUNDATION APPROVED.CAST IRON FRAME AND COVER TO / IAS 13EctJ APPROVED. FEE: •b� BY: a GRADE (A5 REQUIRED) SCTM # 1000-110-08-15 NOTIFY BUILD'"rte � �=�� °t,� TRAFFIC SLAB (SEE PLANS FOR DRY YNELL AREA x RAINFALL x RUNOFF FACTOR Ft•• 'V- AT ETAIN IS WATER RUNOFF LOCATIONS) ) �j 0 ✓ X (2/12 T.) X I .O = 110 G U F ! 150? 'A" _., _ ( -r• PROPERTY: 503 N L To ~�1 poli THE 0 EW SUFFOLK ROAD FO;��r�,f', ��,�; �;;4�:>�;.T;, ;tij�: URSU NEW SUFFOLK, NY 11956 '. F,. ,.:";� ti~ ?rte . 7 ,'r; r;; , ;;; `, F THE FOWN CGDE. FG!: r 0' 150 SF x (2/12 FT.) x 1 .0 = 25 GU. FT. OWNER: BRUCE & CHERYL HOTCHKISS 2. ROUGH �4PPAu;-NG & p'rlJr,,L,LJG PO BOX 617 3. IN' ULnT;ORI ZTr":1E!,. ?LAC ZEE"aG f�CW = NEW SUFFOLK, NY 11956 4. FINAL - �Or;�,f >;.� TlC1N r�4UST �t BE C'�VIPLETE TEL. # ALL COr�"STRI,f;+ICN S;-!;',LL MEET THE pill 24" HIGH x ab" DIA DRAINAGE BASIN G �•-� RECrU°IRIwhIFNTS OF THE AODES OF NEIN O ® ® ® ® ® ® ® ® ® USE : (1) 8 I r/ I AMETER x 4 I H I G POOL YORit STATE. NOT RESp;�''uSl JLE FOR SITE: 6,884 SF = 0.158 AC DESIGN OR CONSTRUCTION ERRORS. Z 5' min ® ® ® ® ® ® ® ® ® .. �- o (I) 8 ' X 4 ' STORK DRAIN RING = I &8 CU. FT. AREA O ® ® ® ® ® ® ® ® ® } PROM I DED REOU I RED ZONING: R-40 COMPLY WITH ALL CODES OF _I ® ® ® ® ® ® ® ® ® ILS BACKFILL MATERIAL TO BE GLEAN 16)8 CI FT. > I E35 GU. FT. NEW YORK STATE & TOWN CODES O <Y lU ® ® ® ® ® ® ® ® ® Lu Lu SAND AND 6RAVEL FLOOD: X AS REQUIRED AND CONDITIONS OF W LL V- ® ® ® ® ® ® ®OL ZONE - V" � ;� iV� ® ® _S71F.0 1-111N.N.";BOARD co SURVEYOR: NATHAN TAFT COIN III 1586 MAIN ROAD Q W JAMESPORT, NY d- Z NYS LIC. #50467 W Z SRODUND ViATER — — — — — — — — — — — 1 OCCUPANCY OR C� � DATED: 02-17-2010 USE !S UNLAWFUL Q O PERMANENT STORM WATER RUNOFF CONTROL MEASURE WITHOUT LAWFUL w 0 �' a � &NO TORM DRAINAGE RING TYPICAL 0F OCCUPANCY .� SCALE LOT COVERAGE TABLE o SITE AREA TOTAL: 6,884 sf � IL PROPOSED NEW UNDERGROUND W � DR`rNELL FOR 5TORMN4TER RUNOFF STRUCTURES EXISTING PERCENTAGE PROPOSED PERCENTAGE Z c) FROM NEW 6ARAGE 4 EXPANDED HOUSE: 8-74 sf 12.6% 5-74 sf 12.6% Q DRI\/ENAY AREA GARAGE: 258 sf 3.14% 440 sf 6.5cl9 W DECK5: 55 sf 0.8496 55 sf 0.54% Z 501L STOCK PILE AREA TOTAL: 1,11-10 sf 1-7.2ci9o' 1,32 sf Iq.83901 M jLLI N/p Ln TEMPORARY STORM NATER ., RUNOFF BARRIER DETAIL #2 _ ,S G 0 00 ` O\ 4jj �0:o„ od z. o c, o � 01 ' e V . t. ��r!X ji-`, Lu J , J• U. W Q 1-..i.,�-'.:.. / �^ O 'tl'4' 'Yt•:ti -,.i..•{::.t;�'..:.1.....:t.i.�.,... ";1,^��'k,�. �•.a%'"}"• � ^^ _ � si:.i11�',:'`:;;;*`.;:'.: i" :lt:si•,\ ' .t. � , k.'.,, ..I W• V Q W N \ .?^ ':''' 'r'\\ z::?k i•;. c'�?:Vi�tVi ':s.'k•',ai:l' �•Y^..1..�' UY';?.X�1 : LI.�• / ,:::; , :' G,4TGH BASINa Y' ;X. :," r: / / ',i- .: tY,?{..st�1i� 'S •S�. s", Y'\ D � �:"'�-= '1"!�':�.;;; •�.j;�t�:_;:iif 'rsr,�i`^ti.."k , ` t t" ^;.tr�'• :'�: U j��j�. ..",�,': .,7..',?,?.Ylr1:='i:,`-'.,.s�.. .`a:, , .,aN.i ,"�.'y''� ^,1�•.,'r':t ;s•�. ''�?-\'\fit 00 •1 ,..[7:.`.y'r y� {.:::i:;:S`tF.�•. y, za^ ..t-" �'�� `\' '"�, r-tt' "t I :t;s?�•r?',,'.??ti,.f`l�^iy"'. ':;(�.' '.?,�•.�t':.ri'{1',s_Y.•,„ r• " � ( "t'i �Y'` / :•1:,�`J?• ','•?�i•'t: i•ti`rt..•,i�•r j}yy' i•,;Y •1 1` i ' t^v`” a .J/ •�y �,' / :.i�:.�;• .:,3 i' '-:{�;,=��'K..,,?,\j`,�.�t+i✓ .:�.�1�:' DKK'} " y `'�4"• '♦�1 ' \ _ X k , t..�.. ,.te:'~.•:n.^ .,n:,.i;t?•:•�'t�:, .�tik. :, 'K`��,t^Y��Yl�.�u Y,'.k�.'ff :` .;� ,�C'>„ •`:`t`:' -^,.�';`-r�"> ,-..•t•'.�' Y`` `l. -; Sal:::,1�.••. ;:5; k Jx'Y'y '.I a/� O "i �'''•:•'#t�`���>•.'�tt`gsi,��.ti ri�),yt?�:`y��tt}tett -�1 - ,'�S.a kl ��t"\\a \r�`tx.!►I k ,•", 1 a �� "yi • \ \ •`'.. .„ .,`�:1�1Y?.s,[:^,11 '1� tk.,Ya� -\�\�y4)''�,\..n'-!, L ��Ya' k'\. 1 > .0`'�r �k�� / / . X11 ,, � -t..t...�:;� t:��� ' k"k� �r��"' Y'S' `'Y.,.fit, , .��4,, ," {`ts• k..-'> EXISTINS 12x20' GARAGE �, aX;x,\ . . : y^,A. ; ^a. ,t . za;:'• . : TO BE DEMOLISHED °21 _ =; ' '°'trT- :;: `, '`.',, '- '' of raEw s-a I O �--- W II RE FENCE W/ FILTER CLOTH -- P EXPANDED DRIVEWAY AREA w/ASPHALT SURFACE lz FILTER CLOTH MIN. BELON GRADE (Z) C 1 JJr STAG I NS AREA AND PROF ED O �. AY T ~: a: o SURI=P��,E CONCRETE WA5HOUT AREA � ASN O �j PRbJECT NO: 1609 DRAINAGE ` DRAWN BY: SLOW UT CHECKED BY: TS \I Q DATE: \ G�r 3g 10/10/16 U 0,4 SCALE: 1" = 10' - 0" SHEET TITLE: TEMPORARY STORM WATER RUNOFF CONTROL MEASURE0 N AJ,�Cc SITE EROSION SEDIMENT CONTROL DETAILS �0 40 .4D PLAN NO SCALE PR L Aa H SCALE: 1" = 10' - O" SHEET NO: CONSTRUCTION DOCUMENTS WIND-BORNE DEBRIS PROTECTION FOR OPENINGS NOT 3 5TRUGTUR,4L RSV I EN BY STEVE MARESGA FE FOR NALL OPEN I NC5 PROTECTION OF 120 MPH 5-5EGOND lel I ND GUSTS 155-0-7 NE5T MONTAUK H I GHWA1', HAMPTON BA--r5, NY 110146 ( MAXIMUM MFEAN ROOF HF-1 CHT: 559 51MP50N L5TA - ,20 6A6E fi HONF 651 -725 C1450 RIDGE STRAP - ALL ROOF RAFTERS 0 USE/OCCUPANCY 2 x 6 TIE ® EACH RAFTER CLASSIFICATION IN1/IEW °F5'-,�'P. DESIGN CRITERIA: r � I a ICE SHIELD FROM UNDERLOTMENT 51 N&L.F_ FAM I L.`1' Rrz51 DF_NT I AL SHUTTER ASSEMBLY I QIEDE51 GN IN ACCORDANCE WITH AMERICAN N.T.S. oil' FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: O < 4'0 WIDE SPAN I \ CONSTRUCTION MANUAL FOR ( + 2 FAMILY HOUSE 23/32" (3/4") APA 5PAN-RATED 48/24 5HEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD Lu (OVERLAP AROUND OPENINGS 4") 1 HURRICANE CLIP POSITION OF 35'-0" MAXIMUM ASSEMBLY: I,- I I SIMPSON H3 GROUND SNOW LOAD - 45 P5F. ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ °i I FIRST LEVEL - 40 P5F. L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL I I LIVING AREAS - 40 P5F. L.L. Z WOOD SCREW a 16" O.G. SIMPSON H2 HURRICANE ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: I I • CLIP NAILED. FROM BEDROOMS - 30 P5F. L.L. #10 TEE NUTS ATTACHED TO BLDG. w/ #IOxI-1/2 ( W/ WASHERS) I I TYPICAL ALL RAFTERS FIRE AREA WIND SPEED - 130 MPH J MACHINE BOLT 0 12" O.G. a I 5 - 8d NAILS EACH END X SEISMIC DE51 GN GA�TEGORY - B O R SIDNG I WEATHERING - SEVERE W LL E�iD TORATED OF TOP PROVIDE 8d COMMON FR05T LINE DEPTH - 36" _ ~ NAILS a 4" O.G. AT � \ I PLATE. EXTERIOR EDGE OF ALL TERMITE - MODERATE TO HEAVY co - I SHEATHING. W •'� I TYPE OF CONSTRUCTION DECAY - SLIGHT Q GONVENTI ONAL L I C HT FRAME HOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES W Luz CONSTRUCTION (� D SII I Q Q II I . .....---MULTIPLE SECTION ASSEMBLY: 0 1/4" THICK BOLTS a 2' OG Q GENERAL NOTES c� II II O I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY V' 1 I I I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RESIDENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE W LL I I I i I CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. D PLYWOOD SHEATHING CONSERVATION CODE, AND LOCAL AUTHORITIES. 14. TH15 STRUCTURE HAS BEEN DESIGNED IN l - I ,�= I,1 BEAM OVER LAP BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGY Q I I -SIMPSON MST2'1 MINIMUM 28 DAY STRENGTH OF 3000 PSI CONSERVATION CODE. W I I ( 1 1/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL vae Z METAL STRAP 648" oc. LARCH STRUCTURAL GRADE #2 OR BETTER. 1� I � , CHANGES PRIOR TO AND DURING CONSTRUCTION. IIf O 1 i I i 1 I PLATE TOP 4 STAIR DO BLE HEADERS OPENINGS, D TRI AND PARALLEL 16. ELECTRICAL AND MECHANICAL COMPONENTS TO BE p SHUTTER ASSEMBLY I 2 x 6 616 O.C. L DESIGNED AND SPECIFIED BY OTHERS. to N.T.S. I I I 11 5'111D5 • PARTITIONS, EXCEPT AS NOTED ON DRAWING. I'i. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE I 1 1 ,., 1 1 , GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FOR PANEL SPANS:4' OR WIDER SPAN I I " I� q, ' FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. A-325 BOLTS, 3/4" DIAMETER. 23/32" APA SPAN-RATED 48/24 5HEATHING GRADE PLYWOOD ' I ' 1 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND 1 I 11 6. ALL DIMENSIONS AND GRADI~ CONDITIONS TO BE (OVERLAP AROUND OPENINGS 4") VERIFIED BY CONTRACTOR(S) PRIOR TO START OF INSURANCE NECESSARY TO PROTECT THE ENGINEER WRAP + NAIL STRAP 2x4 STRONG-BACKS a 24" OG 1� I,L AROUND SILL PLATE 4 - 8d NAILS CONSTRUCTION AND ORDERING OF MATERIALS. THIS AND OWNER. I I AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A SOIL 11. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 1 1 1.!2"WIDE 5 20 &AGE LF-55 THAN 5%. CONTRACTOR SHALL VERIFY THAT 1). PREA55EM13LE PLYWOOD TO 2x4"5: # 10x3" (W/ WA5HER5) GALVINIZED OR I I METAL STRAP 045" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW ® 12" O.G. i,r' CONCRETE SLABS TO BE COMPACTED TO q5% AND IN BASEMENT ( IF APPLICABLE ). POSITION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING W/ NAIL SHEATHING TO SILL PLATE #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL 8d NAILS ® 4" O.C. RELATIVE DENSITY. ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. 06 Z • n WOOD SCREW a 16" O.G. :,=a '•f` o FASTENER FOR SHUTTER TO BUILDING: "'fi `f• '1. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE 2.. SMOKE DETECTORS REQUIRED IN EACH BEDROOM AND � Q • �� ALTERNATIVE FA 2 - #5 REBAR :F..,.;.s,�; 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING A5 REQUIRED BY #10 TEE NUTS ATTACHED TO BLDG. w/ #I0xl-1/2 ( W/ WASHERS) :4>;'�r: :�. AC-0 TREATED. SUPPORTED BY DOUBLE UPRIGHTS, q.0 FT AND OVER NEW YORK STATE BUILDING CODE. J MACHINE BOLT ® 12" O.G. �'�� ' '� BY TRIPLE UPRIGHTS. ALL HEADERS TO BE � . a�M SEE FOUNDATION DW6. '=`�ti'� } MINIMUM OF 2-2x8 OR A5 SHOWN ON DRAWING. O}�° FOR DESIGN. `'�', , � ,•�' 5/8" x 12" A.B. ®48" OG. 22. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TO W J .w M a f y } 8. PROVIDE FIRE5TOPPING AT ALL LEVEL �_ W u. '_,:::-•.=•� w/ FENDER WASHER. AN EXISTING DWELLING REQUIRING A BUILDING PERMIT Q '"'' "''t' PENETRATIONS ONS = WINDOWS - GLAZED OPENING NOW REQUIRE5 THAT ALL SLEEPING ROOMS IN THE D W .0�w qFLASHING AT PROVIDE FLASHINAT ALL ROOF BREAKS HOUSE BE UPGRADED WITH HARD WIRED 417, a N=c PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS. CHIMNEYS, SKYLIGHTS EXTERIOR DOORS WINDOWS INTERCONNECTED SMOKE ALARMS. 2 W • "'O IN ACCORDANCE WITH LARGE MISSILE TEST OF N = ASTM E laab AND OF ASTM 1886. AND DECKS ETC.. V M CONTRACTOR MAY USE WOOD STRUCTURAL PANELS 23. THE NY5 GORES ALSO APPLY TO ACCESSORY �-- IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN + SHEAR CONNECTION 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. co co • v� PANELS R BE PRECUT TO FIT OVER WINDOWS WITH II. ARCHITECT NOR ENGINEER 15 NOT RE5PON515LE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH ALIGN WITH WINDOW JACK POSTS , HEADER + SILL PLATE. FOR THE INSPECTION OR SUPERVISION OF PANELS TO BE MAINTAINED ON SITE. SHALL COMPLY W/NY58G CHAPTER #2304.x.6 THIS CONSTRUCTION PROJECT, FEDERAL, STATE LABEL LOCATIONS ON EACH PANEL. AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. pF NE�v - So�PS C. S0�'� NAILING SCHEDULE FRAMING NOTES �r. a , N ------------ TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GORE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d o 4 DOUGLAS FIR-LARCH STRUCTURAL GRADE No. 2 OR BETTER. o.c. EXTERIOR EDGES AND 6 d@ 12" o.c. o -�.,,.,�._•. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES INTERMEDIATE. 2. ALL 5HEATHING TO BE APA RATED, EXPOSURE I, 5/8" PROJECT NO: h RAFTER/TOP PLATE 3-Ibd (TOE NAILED) MIN. THICKNESS OR AS NOTED. ll. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1608 AND WATERPROOFING SHALL BE BY ARCHITECT. O <,10 ° CEILING JOI5T/TOP PLATE 4-Sd (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 8-Ibd (FACE NAILED) EXPOSURE I, 3/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 7-Ibd (FACE NAILED) PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE COLLAR TIE/RAFTER 4-10d (ea. end 1-1/4" strap) NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: &ABLE ROOFS """ BLOCKING/RAFTER 4-5d (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE TCS v:'>: 4. ALL HEADERS 6 -O AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER o 10 RIM BOARD/RAFTER 4-Ibd (END NAILED) WQ WITH DOUBLE UPRIGHTS, '-O" AND OVER WITH DATE: TOP PLATE/TOP PLATE 2-I6d (PAGE NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A CONNECTIONS. 2/6/17 TOP PLATE AT INTERSECTIONS 4-16d (FACED NAILED 13. ALL PRE-ENGIN a O STUD/STUD 2-16d (FACE NAILED) MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. EERED LUMBER SHALL BE GEORGIA h HEADER/HEADER Ibd (FACE NAILED) 5. 50L I D BLOCKING SHALL BE PROVIDED FOR ALL JO I STS PACIFIC GPI SERIES WOOD-I-BEAMS AND LVL AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/STUD 3-Ibd (END NAILED) � 8'-O" O.G. MIN. PROVIDE 2" SPACE FOR AIR SHEET TITLE: 10° o L45° BOTTOM PLATE/FLOOR J015T 3-16d (FACE NAILED) HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) CIRCULATION IN ROOFS. AS PER MANUFACTURERS RECOMMENDATIONS. WEB BRIDGING/JOIST 2-I0d (TOE NAILED) 6. DOUBLE FRAMING AROUND ALI., OPENINGS ( skylights, STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND STRUCTURAL h BLOCKING/JO15T 2-10d (TOE NAILED) stairs etc. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" 6 ABLE RooFO BLOCKING/SILL orTOP PLATE 3-16d (TOE NAILED) 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & O O 100< O <,45 LEDGER STRIPBEAM 4-16d (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF l0 < O <,50 PARTITIONS OR AS NOTED ON DRAWINGS. DETAILS JOI5T ON LEDGERBEAM 3-16d (TOE NAILED) COMPONENTS SHALL BE A5 PER MANUFACTURERS PROVIDE Sd COMMON NAILS ® 4' O.G. BAND JOIST/JOIST 3-Ibd (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSUREZONE - BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY HIP ROOFS AT INTERIOR PORTIONS IONS OF ROOF - TYP.RPLYWOOD ROOF DECKING 8d @4" O.G. EDGES, @8" O.G. FIELD 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. Ion o X30 0 "TECO" OR APPROVED EQUAL. STRIP 5HEATHIN5 8d (ONE/RAFTER) GALVANIZED MACHINE BOLTS (p 12" O.G.. SHEET NO: PROVIDE 6d NAILS a 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL SHEATHING 8d ®4" O.G. EDGES, ®8" O.G. FIELD q. NAILING SCHEDULE SHALL BE A5 PER THE N.Y.5. PORTIONS OF PANELS IN HIGH PRESSURE ZONES. PLYWOOD SUBFLOOR DECKING 8d a6" O.G. ED6E5, o12" O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS 15. THIS DRAWING IS AN INSTRUMENT PREPARED TO NOTE : a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND 5HALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAILS SHALL BE GALVANIZED. CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. sus ASPHALT ROOFING SHINGLES PER SPECS ON 30# BLDG. FELT ON 5/8" EXT. PLYWOOD SHEATHING ON 2x8 RAFTERS I Ix6" RAKE ON 12" PROJECTED OVERHANG. PROVIDE Ix6 PVC 12 FRIEZE BOARD PAINTED q PROVIDE 12 DEEP HIPPED �- 2021 FRONT EAVE OVERHANG, FRONT 2021 - Z SIDE ONLY i J LOFTFLOOR -- -------------------------------------------- ---- -- - -- - --- --- ------ -- - - - -- ---------------------------- -- __LOFT FLOOR -------------------- - Ix8 PVC FASCIA BOARD w/GUTTER — ---- — ---- ---- -- --- --------- WLL 0 I Ix8 PVG FRIEZE BD. 6A LL co 1) �: 36"x80" WOOD DOOR w/q 5/4 x 4 PVC, TYPICAL CASING �..� LIL LITE 6LA55 WINDOW, Ib'-O"x7'-O" OVERHEAD GARAGE Q Z RSR RED CEDAR SHINGLE PAINTED TW26310 SIDING w/ b" +/- EXPOSURE POOP, B25 P41KND�OW5 #REG 14'!� W TO WEATHER ON 15# BLDG. PROVIDE ELECTRIC OPENER s REMOTE FELT ON 5/8" EXT. PLYWOOD SHEATHING ON 2x4 FRAME. a Q �/ IO FLARE SHINGLES AT BASE I.L GARAGE SLAB ___ STUCCO EXPOSED GONG. GARAGE SLAB --------------- ♦n II I I I O MIM ii I i MASONRY FOUNDATION BEYOND I i I.1.. II I I I I I LL. -------------------- ---------------------------------------- �------------------- ------------ L----------------------------------- ---------i L------------------------------------------------------J L-------------------------------------------------------I U) N 00" R T H E m: L E I WtaT ELEVAT100""' N A�Wd 0-j" T E L t v T P 0 1 mim z SCALE: 1/4" = l' -O" I SCALE: 1/4" = l' -O" SCALE: 1/4" = V -0" M SOUTH SIMILAR Fm Lo I 20'-O" 20'-O" PROVIDE 2x4 ®Ib" STUD WALL, ON (2)2x6 AGQ PLATE, w/5/8" THK. PLYWD. SHEATHING 8 SHINGLE FINISH �tS Z 4TW20210 r - cn ^ II --------- ---- I TD BELOW ---- I I I I N Q O M I tv I -----------``,c ' I ABOVE I I I Lou Z ' ------- PROV I D2X- ANSI ON -- ----------======� i I i I _ ~ a z LL JOINT-/, _ I I I ' Lu• 0 M W o PULL DOWN STAIRS i 8" THK. GONG. FOUNDATION WALL W• a N = M w/(2)#4 BARS AT TOP EDGE I LOFT ABOVE I „ „ FOUNDATION BOLTS ®32„ O.G. I I Q x8Q 16 R.R. __�x8®�R.R. — — - \ / us q /2” TJI/560 ®1 " D.G. FLOOR JOISTS ABOVE _ I \, i — ' — — — '\ I I I j N N- ; T: _ — — — — — — — — 'E----8"x16"_PO_ - _GONG. _FOOT — _ — REINFORCED w/(2)#5 GONTIN. I I — — — — j --� `, '•. I REBAR., ON UNDISTURBED 501L L T i o t o i i 36" BELOW GRADE I /a" PLY � " RAr I i i cV N I T4. POURED GONG. It i I ' I I I F p . - SLAB REINFORCED w/6x6, I ��ON E W 1' Q #I COMPACTED GRANULAR FILL 1 I ----- - - ------------------ �- - ---- - ELECTRIC DOOR dPENER 100 AMP I N I I - ; 5U5PANEL � � _ �___�- `\ `\ ' X61 \ I I i � j _ .�ry���l„3, •,, , � I� ■ � � ' I ---- - �, I I � I to � PROJECT NO: 1609 II?/8° LVL DROP HDR. DRAWN BY: I ----------------------------------------� , m TCS I ID lttt TW20210 tt�ttllj \ \ ---- ------------------------------------------ ---- 24" WFDE RENF. GONG. VERGE FROM PROVIDE SHEAR WALL BOTH SIDES GRADS\TO G,�RAGE LEVEL OF BOTH OVERHEAD DOORS, PER 2'-O" I6'-O" 2'-O" ' DETAIL SHEET #4 2'-O" 16'-O" 2'-O" \I1 10/10/16 le 1/4" = I1 - 0 " 1 SHEET TITLE: Eva Vft I'mi " SONT FLOC)" IR" PLAN ROE P WE GTO IL N lm__u %h m D A T 10% No P L A PLANS SCALE: 1/4" = l' -O" SCALE: 1/4" = 1' -0" RESIDENCE SCALE: 1/4" = l' -O" LEVATION ELECTRICAL LEGEND 0 DUPLEX RECEPTACLE OUTLET + SURFACE MOUNTED CEILING FIXTURE SHEET NO: 13- SURFACE MOUNTED WALL FIXTURE SWITCH CONSTRUCTION DOCUMENTS i y{i n`1 y FASTEN TOP PLATE TO HEADER WITH Lu F, TWO ROWS Ibd SINKER NAILS, 5" O/G. h h'ti KING STUD ' JACK STUD Z 7y; ' 1,000 LB. RATED TENSION STRAPS. LL BLOCKING FOR SPLICE JOINT ' �a LL W co cn ..,,.•„ 1/. i DOUBLE JACK STUDS. 2x4 MIN. S ; A r�. uj, Z n 51MPWN HD5A HOLD-DOWNS. 2 ANCHOR 5OLT5 y > W .. Q Q it {I I II ° ASPHALT SHINGLE ROOFING ON 30# :t O I' BLDG. PAPER ON %" PLYWD. DECKING 4 -------- -------- I I { ON 2x8®I6" RAFTERS. {I II it II a {I a (2 JO J yP u GYP. I5H' LL IOUNDATION� a LL W __ zcl) 2x4 ®82" STRAPS FROM ROOF RAFTERS W I NS)DE ELEVATION THRU LOFT DECKING TO JOISTS BELOW Z O M YWO D DE INC O HURRICANE STRAPS. (TYP) Ltd ALUMINUM GUTTER ON Ixb FASCIALi 9-I/2" TJI/560 ® I6" O•C• FJ 16" MIN. FOR 8'-O" HT. ,-o„ I8" MIN. FOR a'-O" HT. 8'-0" TO 18'-0" 20" MIN. FOR 10'-0" HT. FINISHED WIDTH ) R8R RED CEDAR SHINGLE SIDING OIN 15# BLDG. FELT ON V PLYWOOD SHEATHING ON 2x4 WOOD FRAME... G HEADE REIS CON - 51- ON GO GTE ��SAND ,w Y FLARE SHINGLES ON BLOCKING Z 8d COMMON NAILS IN A 5" GRID PATTERN N a' o r /n 2x6 TREATED WOOD SILL WITH r\ -j c Y TERMITE SHIELD - -- _ � 5"xll-1/4" MIN. HEADER K;., {t: _ }. , W -J � �>� tir!'�r ;;(��/'y.•/ \ / \ \ , \ \ /, a ' , \, ,, y'' \•\^ ••\! '\r •/` \ \ \ / \. •� /• / •:{li \ , i \ = Q Z LL • L) LLF N Rpm 8 THICK GONG. WALLS REINFORCED \ / ::. // \ �'\ \/ / /\' �; ,' �/ �/ \ / / / / / / i / /" o v k; < 8d COMMON NAILS. 5" O/ s w/ 2 4 REBAR 12" DOWN FROM TOP \' / W• N = {;f`.... ';t Fir ( � # •\/\\/ \/!''� \/ \• \\\ �.'\ \ \/\\ ' \\ /\\/\\/ \/\\/\\/ \' r t!r /\\./ \\ / \ \` "' e H '•. OF WALL. WALL TO BEAR ON 8" DEEP\, \\\/ \ J?;+: j'\ / �\ \� \ \'/ \\ \ \ .;> \ \ M FOR WALL5 TALLER THAN 8', SPLICE x 16" WIDE CONC. FOOTING /. / / / -=: / / / \/ ,' / ./ \� /j\ / / \ ::` '�x / Q I—• '° ! > JOINTS SHOULD BE LOCATED WITHIN REINFORCED w/ (3) #4 REBAR. (TYP) /\ j` � /\\/� �`\ 'x ;y 24 OF WALL MID-HEIGHT. /;\ \ / \ T \ \ \ \ \ \' 'x/ NAIL BLOCKING WITH IOd SINKERS AT \ \ ,\ \\/ \\;\�\'`\\\\ ',\ \ /\. \ �\ \ \ \ \ \ K 8d COMMON NAILS. 3 O/C. xh" 5" 0/0. BOTH 51DE5 OF SEAM. / ';\� \, \�' ' \/ /� , j /" \ / \ pF NEW�,C GARAGE SLAB ��' °' o42 ft ��'•�� $�`N itit ------ 2 ANCHOR BOLTS PER EACH NARROW �. a iia WALL SECTION. I� I� �OUNDATIOilU L D IN 0 H- PROJECT N0.:1609 SCALE: 3/8" = 1' -0.. DRAWN BY: TCS CHECKED BY: OUTSIDE ELEVATION DATE: 10/10/16 %xA A R WA L D l'A% I LRA L t SCALE: % A" G r- %0 SCALE: N.T.S. SHEET TITLE: FROV I DF- IN TWO LOGAT I ONS, THE NARROW 1/ TALL BUILDING A 3UTT1 NG O\/ERHEAD DOOR Nil SECTION SHEET NO: CONSTRUCTION DOCUMENTS