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HomeMy WebLinkAbout46574-Z �QS�fFOiK�, Town of Southold 6/4/2023 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44163 Date: 6/4/2023 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1650 Meday Ave.,Mattituck SCTM#: 473889 Sec/Block/Lot: 113.-11-11 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/30/2016 pursuant to which Building Permit No. 46574 dated 7/16/2021 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: accessory garage with covered storage as applied for. The certificate is issued to Adams,Jason of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 40971 2/14/2019 PLUMBERS CERTIFICATION DATED r Au ori ed i ature , TOWN OF SOUTHOLD �osuffoc moo oy BUILDING DEPARTMENT C2 x TOWN CLERK'S OFFICE y . SOUTHOLD, NY o . 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#: 46574 Date: 7/16/2021 Permission is hereby granted to: Adams, Jason 382 Van Brunt St Brooklyn, NY 11231 To: Construct an accessory garage as applied for. Replaces BP# 43542 At premises located at: 1650 Meday Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 113.-11-11 Pursuant to application dated 7/16/2021 and approved by the Building Inspector. To expire on 1/15/2023. Fees: PERMIT RENEWAL $180.60 Total: $180.60 Building Inspector TOWN OF SOUTHOLD ��4��gUFEot �. BUILDING DEPARTMENT TOWN CLERK'S OFFICE vy . 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#: 43542 Date: 3/11/2019 Permission is hereby granted to: Adams, Jason 382 Van Brunt St Brooklyn, NY 11231 To: Construct an accessory garage as applied for. Replaces BP# 40971 At premises located at: 1650 Meday Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 113.-11-11 Pursuant to application dated 3/11/2019 and approved by the Building Inspector. To expire on 9/9/2020. Fees: PERMIT RENEWAL $155.60 Total: $155.60 Buildin Inspector TOWN OF SOUTHOLD %10 FOL4r BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 40971 Date: 9/6/2016 Permission is hereby granted to: Adams, Jason 382 Van Brunt St Brooklyn, NY 11231 To: construct an accessory garage as applied for. At premises located at: 1650 Meday Ave., Mattituck SCTM # 473889 Sec/Block/Lot# 113.-11-11 Pursuant to application dated 8/30/2016 and approved by the Building Inspector. To expire on 3/8/2018. Fees: ACCESSORY $311.20 CO -ACCESSORY BUILDING $50.00 $361.20 CRuildiir pF SO(/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold, Bo 1 1 97 1-0959 �� • �o roger.richert(a�town.southold.ny.us �yCOUNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Jason Adams Address: IID5 0,Meday Ave City: Mattituck St: New York Zip: 11952 Building Permit#: 40971 Section: 113 Block: 11 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Petersen Electric License No: 4102-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 1 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt 1 Recessed Fixtures 5 CO Detectors Sub Panel 100a A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: "DETACHED GARAGE" 2-GFCI circuit breakers Notes: Inspector Signature: Date: February 14 2019 81-Cert Electrical Compliance Form.xls 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 I% 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. Aur,- 2'a G� New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: /QP5 0 1-1 i✓t7/-,y *j �'f l T► -��>� House No. Street Hamlet Owner or Owners of Property:.__:)�,_) ,�, fi�, i to=BLJ }-VPc�—�O k Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: L (check one) Fee Submitted: $ A igna e �O�aOF SO(/1�06 w I 0 cuum,� a � OWN 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 f - INSPECTOR7( 0�0 Tyo * # TOWN OF SOUTHOLD BUILDING DEPT. Coo 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2NDVF SULATIIO__N/CAULKING FRAMING/STRAPPING NAL �'f(:e, G fVA�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]. FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (o nu A,-00, f DATE il 1)0>1 — INSPECTO BOE s0 �o� opo cou H O a� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 Z 1NSPECTION DATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ' [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]V,7 RICAL (FINAL) REMARKS: 0jis - . I g"&- pr I MkA WA DATE D INSPECTOR %0 M),OL-1 so — � o coUM'l,N 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: ss ,��A� W 4'l�l w o� Iz F DATE I INSPECTOR Ol OE s0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [19] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: v �� fir✓ r � c� DATE ::Thal INSPECTOR ...... .... . fill IMM r-. Manglol Trami NIS IM rMM- FA ..mil . • v . . so • re � r • V 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application D [EC[E0V[E Flood Permit Examined '20 DD Single&Separate Storm-Water Assessment Form t AUG 3 0 2016 Contact: Approved ,20 Mailto: Disapproved a/c BUILDING DEPT. TOWN 91S.O.UTHOLD Phone: Expiration ,20 Ir Y Building Inspector APPLICATION FOR BUILDING PERMIT Date NQ 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or 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 d re ulations,and to admit authorized inspectors on premises and in building for necessary inspections. . (S' ture of applicant or name,if a corporation) F-V-01.11T ST, Uj O�I�tGl�ri. tQ`C 1 l ZFS I (Mailing address of applicant State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder (o\N!'N C� Name of owner of premises IND �, �Q�}.� �� Ef hJ SQA t,�No lel (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 162 5D Ln M House Number Street amlet County Tax Map No. 1000 Section Block l Lot i Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy C)\,k/ W6z b. Intended use and occupancy STCIAUf Q\Ug . 16]!�t 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work pr;TpnA �) -L&C— (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 1 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front ::31 , Rear Depth Height -L 1A--1 Number of Stories Dimensions of same structure with alterations or additions: Front 1, Rear Depth ,+j Height W Number of Stories 8. Dimensions of entire new construction: Front 7,A-' Rear Depth 22— Height 2Height )Ar Number of Stories 9. Size of lot: Frontl -rj0 Rear 1 SCJ .2 Depth q15 161 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NOIlk 13. Will lot be re-graded? YES NO—)�-Will excess fill be removed from premises? YES NO-)�-- P, s9z vAo Sw�j(ST, 14.Names of Owner of premises 6(tEEiQ Address 6(2.1-"RJ 117Z/ Phone No.&46 "770-533� Name of Architect H"A6, Address mp&u pi, p�f _Phone No ZlZ- A'?:- 1 O Name of Contractor 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 ) —j PSol'j being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the 65)c4j j--e7�1 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before met is day of 20 It) IENNE PATRICIA STEWART Notary Public,State Of New otary Public No 01ST491096g Sign Applicant Qualified in Kings County Commission Expires Nov. 9,2b-L-] i Scott A. Russell ,��0S111FQ'r00 ST0]KI��l WAX]EIK SUPERVISOR - AMIANAGIIECENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROI ECT INVOLVE ANY OF THE FOLLOWING:— Yc5 No (CHECK ALL THAT APPLY) ❑ e[1LA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑a B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑�C, Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑MD. Site preparation within 100 feet of wetlands, beach, bluff or coastal it erosion hazard area. ❑E[ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. ❑� F. 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 j in-kind replacement of impervious surfaces. - - -- - ---il 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 Department with your Building Permit Application. APPLICANT (Property Owner.Design Professional,Agent.Contractor.Other) i S.C.T.M. ": 1000 Datc: District NAME: I _"_ SecTion Block L-dt FOR BUILDING DEPARTMENT USE ONLY Contact Information. i� T�kph,N..brl ' — — — — — — — — I Reviewed By: , i - - - - - - - - it e— � ��—� _Property Address/Location of ConstructionDale: Work: — — — — — — — — — — — — — — — — — ` Approved for processing Building Permil. Stormwater Management Control Plan Not Required. �l �� — — — — — — — — — — — — — — — — 1, \ � �_���� I ❑ Stormwater Management Control Plan is Required. (Forward to Engineering Department for Revicw.) FORM SMCP-TOS MAY 2014 i Z S-ot Town Hall Annex 11 Ji[ Telephone(631)765-1802 54375 Main Road cn (631)765-995 P.O.Box 1179 G �: o roger.richerttcfown.soutnoQ .ny.us Southold,NY 11971-0959 'Q I• BUII DING DEPARTMENT { TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. �'cS'-Pv� Date: Company Name: Name: i License No.: l a ._h)zF_ Address: 31S Phone Phone No.: 1p f'" .37 —4 3 JOBSITE fN_FORMATION: (*Indicates required information) *Name: *Address: *Cross Street: p�,{� G� - *Phone No.: �3 Permit No.: 7/ Tax-Map District: 1000 Section: Block: Lot: *BRIEF DES PTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES N Rough In Final *Do-you need a Temp Certificate: YES N Temp mation (lf,needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other I - *New Service: necf Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION { .82-Request for Inspection Form Town Hall Annex Telephone(631-1802 54375 Main Road �t 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: Jeo 2 , 20( G Owner: 6-soa cvol-�, d-- �i l2 n �> n rl.c n Location of Property: 1650 a AVe Please t ke notice that the (check applicable line): . New,residential structure Addition to existing residential structure a: Rehabilitation to an existing residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction:(PVV) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): LCTnC,` A&A Capacity(check'applicable line): Owner Owner representative i TrussResReg15.docx Effective 1!1!2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC --"---- DESiGNHTYOiv-Or CuNSTi<UCTivid (PMS) ff187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE 112" STROKE :�ESYGt�7i'i`tdN-F0Oi2'S'Y'RoC'Y`ltYti4t �- COM PON ENTSTHAT ARE-OF TRUSS CONSTRUCTION "F" FLOOR AFI FRAMING, %CLUDING GIRDERS% U,BEAMS „ "R" ROOF FRAMING :77— "FR" FLOOR AND ROOF FRAMING k TRUSS IDEf4nf:ICATION SIGN -GOI�I�,�IVCE 1(119rtI-19 I1CCRAfT'1251 NormscALE 'CODES oYVrsIOY�! E LE TRUSS IDENT1RCPMON SIGN DATE:0310&(2005 NEW YORK STATE DEPARTMENT 'OF STATE _. :'. : f,,,• DIVISION OF CODE ENFORGEM'ENT • `'�P:cf 2�ESENXAND ADMINISTRATION �UE .L1�'%S��Ci c: Jason Adams 1650 Meday Avenue Mattituck, NY 11952 (646) 772-5336 R [Ef�R=qV[E DD May 17, 2018 MAY 2 2 2018 Michael 3 J. Verity �J1��j�rii�':�u�t� Chief Building Inspector TOWN OF50UTHOLD Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Building Permits No's 40970 and 40971 1650 Meday Ave., Mattituck Dear Sir: I respectfully request a six (6) month extension to the expiration date of the above building permits. Thank you for your attention to this matter. Southold Town Building Department ��o�og�fFOt y P.O.Box 1179 Permit#: 40971 a 53095 Main Rd o _ Southold,New York 11971 Permit Date: 9/6/2016 (631)765-1802 Expiration Date: 3/8/2018 Parcel W: 113.-11-11 BUILDING PERMIT RENEWAL LETTER Dated: 2/27/2019 Applicant: Adams,Jason Location: 1650 Meday Ave.,Mattituck Work Description: ACCESSORY GARAGE construct an accessory garage as applied for. A FEE OF $155.60 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Adams,Jason Address: 382 Van Brunt St Brooklyn,NY 11231 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. Jason Adams 1650 Meday Avenue Mattituck, NY 11952 (646) 772-5336 August 17, 2020 Michael J. Verity Chief Building Inspector Town Hall Annex Building 54375 Route 25 P.O. Box 1179 Southold, NY 11971 RE: Building Permits No's 43542 and 43543 1650 Meday Ave., Mattituck Dear Sir: I respectfully request a six (6) month extension to the expiration date of the above building permits. Thank you for your attention to this matter. 4Sincerms D AUG 2 1 2020 r,UrLp -z,G DEPT. 'TG,,. .. L. . J� T?'s's1OLD U o- o � � o a) O — L Q -� a) Z UCL O Coco a) CL a) Z U (v 3-PLY SBS ROOFING �- 2 X 4 FRAMING / 3/4" PLYWOOD ROOF SHEATHING GRAVEL STOP - SIMPSON ITS TOP MT HANGER PLYWOOD GUSSET N BLI-40 X 11-7/8"" 24" OC 3/4" BORAL FASCIA 4 1-PLY 2.0E MICROLAM 11-718" FLUSH MOUNT 1/4" HARDIE SOFFIT9„ C) 4 2 X 4 BLOCKING FOR FASCIA APPLICATION 3"SCH 40 STEEL PIPE COLUMN 2-PLY 2.0E MICROLAM X 11-7/8" - 3"SCH 40 PIPE COLUMN FLUSH BEAM - --- - - --- - -- U � o � � o a) o o U � r— L Q � v Z L U CL O Cnz CU �- CU o- a) ti Z U N S.C.T.M. N0, DISTRICT: 7000 SECTION: 113 BLOCK: 11 LOT(S): 71 J EDGE 0!= GRAVtL PAVEMENT (:40')::AV E:N:::'UT -r E EL 25.3 MvAY CL 24,2 v 1° U / B!UE `TONE ° ° °q / ° ° ) 'E WAY # ° a CREATE SWALE LIL 1 U.P. o �� ° `� \TO CONT4IN RUNOFFN73 35 00 E aAN[) DIRECT TO INLET. a 150.60 A /, a a ° EL 25.9 CONC. MON. EL 26.0 C ° / PIT _ ° AT CORN ° I PROPOSED G� ° -� ° ° / W ° GRASS DRIVEWAY i` STABLIZED WITH Cit I GEO-GRID SYSTEM ° EL 26.8 Cf) < U I PROPOSED V 2 % Q�i� DRY WELL 10 Q n 8'DIAx8'DEEP w EL 27.5 DI(25.0) ;LATE cc EL 27.5 ----��Toe G a+� Q+ 51.1' ENCLOSED '^ ////N V, O ° 1 I PORCHiNCO I i I Q- I 1 STY. FR. (2 t N It O ~ + ,,, o � DWELLINGwp00 j ° ° i oo � i1850 o EL 28FFL .9 N PA7IO 0 4.2' l .. ...� EL 28.81 RAVt_I_ i t EL 28.4� ,z mo 24.2' O FlPRC J 10.5 ' O z 10' WIDE 22.3' ,,,16,0',, 8.0 w RIGHT OF WAY T,:;; 00 v [L ii.C"� ii m ;U o� o U o O C"o .. o PROPOSED o I Q0 O N ..C) . N I DECK g.7' I N U� O //Mm/// 0 EL 29.5 z v EL 29.5 O `— I o 24.0 P�'0 LOT 27 0o P/0 LOT 28 v O� EL 31.3 EL 31.5 - oa I I 150.20 J S71032'20"W co co N o � ED C O O r � - I DRAINAGE CALCULATIONS: '�A 17742 � m A) DETACHED GARAGE & COVERED STORAGE= 528 S.F. ® � �.� 528 x 0.166=87.65 < 88cf F � B) DRIVEWAY=800 SQ.FT. 725 x 0. 766=120.35 < 121 cf C) PROPOSED ADDITION= 153 S.F. 153 x 0.166=25.40< 26cf TOTAL: 235 C.F REQ. PROVIDE (1) 8'DIA x B'DEEP DRYWELL = 338CF THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL 0 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS REVISED 04-23-16 AND OR DATA OBTAINED FROM OTHERS. Cf) J -- AREA: 14,793.84 S.F. OR 0.34 ACRES ELEVATION DATUM: NAVD88 < 75 co UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY nj Q MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN LL ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION W U) LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. Q Q THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS Z AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEYO O cfl ED SURVEY OF: PART OF LOTS 26,27 & 28 CERTIFIED T0. JASON ADAMS; ULU E— MAP OF: MAP OF LOTS LOCATED AT EILEEN SHANNON; Q co a MATTITUCK L.I. PROPERTY OF WM. B. COOLING Z FILED: MAY 10, 1921 AS X745 C/) SITUATED AT: MATTITUCK Q TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design � r P.O. Box 153 Aquebogue, New York 11931 FILE # 23-164 SCALE: 1 "=20' DATE: DEC. 18, 2003 PHONE (631)298-1588 FAX (631) 298-1588 N. Y,S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk z 0 j W a! Y 0 AUGUST 16, 2016 W J AS INDICATED W SURVEY SV- 1 00 . 00 0 U co L V Q Z ti Q O (o W Q c W � � W O U) 24" Cl FRAME AND PERF DRAIN COVER N V DIAMETER DRYWELL, 8'-0" DEEP 4 DRAIN PIPES TO DRYWELL SEE SITE PLAN FOR LOCATION \W s / Q Z � U W (- EXISTING STRUCTURELo f— O Q C0 U) 17TL < ... 0 p SRC ) 17742 EXISTING WOOD PATIO 0 GARAGE COVERED STORAGE 0 4" PVC RISER AND LEADER ADAPTER Z 0 SITE DRAINAGE PLAN 1 SCALE: 1/4" JUNE 27, 2016 W J U) 1/4" = 1'-0" W STORM WATER DRAINAGE SD- 100 . 00 U C:) 0 M N O !E O U � r— i Q � z E cu Y U FL O U) (u N Z U (V TUFFTRACK GRASS ROAD PAVER TUFFTRACK GRAVEL ROAD PAVER ADJOINING FINISH GRADE MEDAY AVENUE 1/4"to1/2" PAVER GRIDWORK FINISH GRADE s9 — SOIL INFILL: Y Gn a � M I RAF 1500X - �� �0 0 0 0 0 0 0 0 0 0 0 SOIL STABILIZATION FABRIC N 7 � � 3/4"COMPACTED GRAVEL SUB BASE ` ;� z 3 35 00 E 150.000 0 _ _ 0 0 0 0 0 0 0 0 0 0 0 0 EL 26.p EL — r=1 1=11!=11=1 1 1 1 -1 11 1 -_! 1-1 I! 1�1 I!-!�1 11-111=1 11-1 1 E—1 1 1-i 1 11 I 2 5. _ — —III—I I—I !=1 !-1 -1 I!=1I- 1=1 I=1 1-1 I I—III—I 1=1 1=1 1=1 =i —i —iii—iii—i' i —iii—i �—iii—III—III— 11 I—! 1=1 —I PITCH _ - ii11ITiITITiI 1! T!Ti11lT!IiI llLIT 1C MPACT NATI�E SOILS 1 'ITI IT!ITIiiI!Il lli11 1!�IT!TiTi CREATE SWALE TO CONTAIN — — �_ _ III III III—III III=III III—III III III=111 II—III-111_111 III III—III-111=III III III—II I_III— OFF AND DIRECT TO T — — — II-III III-111 III „III-111 ill-111 111-111 III „III-111 111-III III-III I-111-111 III-III III-111 I I PITCH PROPOSED DRYWELL C) 8' DIAMETER X 8' DEEP W DI (25.0) Q Z EL 26;8 I I ` 42.0 Q U M W I- --� 4.2 38.4 I 23.6LO I O Q EL 2 7,5 I I � t� O n! ROPOSED GRASS EL 2 7.5 p DRIVEWAY STABILIZED WITH I GEO-GRID SYSTEM I O I I 10.5 EXISTING STRUCTURE W c 1,168 SF- FF EL. 28.9 38 5 I z I I RAVEL APRON 14.5 EXISTING'WOOD I I 4.5 PATIO NLij I EL 28. - 24.0 1.9 0') > F D q C R LIJ PROPOSED GARAGE AN . f I COVERED STORAGE I I ADDITION 0 N 528 SF EXISTING WOOD TOS EL.28.33 22.0 PATIO 0 9�� 17742 0co ui p> _ . . . I I 23.8 FL 29 5 EL 29.5 4.� 45.0 28.5 10. 52.6 TOW EL 31.5 I 14.0 i O EL313 _ -EL 31 .5 U U) CD Q M (� WL Z Q N ll`�- o S 7103212011 W 150.200' Z Q O000w 14794 SF R . 33 Q � a PROPERTY: ACRES z O co MAX PERMITTED LOT COVERAGE = 21958.80 SF EXISTING STRUCTURE = 1 ,320.25 SF — TOTAL W/PROPOSED ADDITIONS = 1,848.25 SF CLEARING, GRUBBING , GRADING AND STRIPPING OF SITE FOR THE PROPOSED WORK IS LESS THAN 5,000 SF. THE INSTALLATION FO PROPOSED NEW IMPERVIOUS cn Z w SURFACES IS LESS THAN 1 ,000 SF v AUGUST 16, 2016 W J 1 If = 10'-0" W SITE PLAN A- 100 . 00 U � M O F-' N O .� O LIVING ROOM KITCHEN PORCH Q Qj z (EXIST) (EXIST) (EXIST) � ^ Eck LU ccnn U O vw cu � � ti z U N 3 A-too BATH (EXIST) 1'-5Y" ' " 5'-61 7,_g„ BEDROOM BEDROOM BEDROOM 9'-0 (EXIST) (EXIST) (EXIST) UTILITY O 3D 3 3B (EXIST) N � O 13 �- i 3E � DN 1 A-200 GARAGE COVERED STORAGE W z 2 WOOD PATIO BATH U) �— 0 C9 (EXIST) (EXIST) Q 0 NA-200 Pt WALL TYPE Q ui OW WINDOW NUMBER u 30A O DOOR NUMBER C) LL 3A SIM DO® CARBON IONIZATION MONOXIDE ALARM DETECTOR r O s FLOOR PLAN ' W-0" 8'-0" SCALE: 1/a"= 1'-0" 5��"?,ED ARS `GAPEL L. Scti a GENERAL NOTES. ��.0 '7742 Q 4 Q,°° DOOR SCHEDULE 1. ALL WORK TO COMPLY WITH 2015 IRC, NYS BUILDING CODE AND SOUTHOLD TOWN CODE HARDWARE 2. COMBINATION SMOKE/CARBON MONOXIDE DETECTORS TO BE INSTALLED AS SYM NAME HEIGHT WIDTH THICKNESS ACTION MAT'L NOTES PER IRC 314 IN EACH BEDROOM AND OUTSIDE OF THE SLEEPING AREA. ALL SET DETECTORS TO BE INTERCONNECTED AND POWERED BY 120VAC. HDGF INSIDE SLIDE LOCK. "COPLAY" MODERN 3. STORM WATER SHALL BE CONTAINED AND RECHARGED THROUGH DRYWELL D OH GARAGE 8-0 9-0 OVERHEAD INSULATED REAR TRACK STEEL, FLUSH PANEL AS INDICATED ON PLANS. U WINDCODE 4, COLOR 4. ALL WORK SHALL CONFORM TO NYS ENERGY CODE —' STEEL HANGER "WHITE" 5. CONTRACTOR TO COORDINATE ALL BUILDING DEPARTMENT INSPECTIONS AS M < E EXT GARAGE 6-8 3-0 1-3/4" SWING STEEL EXT LOCKSET REQUIRED INCLUDING BUT NOT LIMITED TO: Q � F DOUBLE GATE SHT A-301 4-0 SHT A-301 SWING WOOD DBL GATE DTLS 1&2-A301 5.1. FOUNDATION, FOOTINGS AND WALLS FOR POURED CONCRETE (TWO W0 1 U) INSPECTIONS) z Q ti Q 5.2. ROUGH FRAMING > z ti 0 5.3. INSULATIONO O w 5.4. FINAL U) ;t W z O Z O HARDWARE SETS 1. ALL SWING DOORS TO RECEIVE 1-1/2 PAIR 3.5" X 3.5" HAGER 1191 32D + 2. PRIVACY SETS TO RECEIVE BALDWIN #5041 WITH #5046 ROSE FINISH 26D 3. SLIDING CLOSET DOORS TO RECEIVE "DELTANA" FP238 FINISH 26D wAUGUST 16, 2016 4. SLIDING DOOR TRACKS SHALL BE "JOHNSON" #9603 WITH #9572 HANGERS ° 5. GARAGE DOOR OPENER TO BE 1/2HP, CHAIN DRIVE OPENER, "LIFTMASTER #8365" 6. EXTERIOR GARAGE DOOR TO BE PRE-HUNG. PROVIDE LOCKSET AND DEADBOLT IN STYLE TO MATCH INTERIOR � 1/4" = 1'-0" SETS 7. GATE HINGES TO BE ONE PAIR 1/2" GALVANIZED STEEL PINTLES AND L HINGES FLOOR PLAN 8. GATE LATCHES TO BE STAINLESS STEEL RING LATCHES BY "GATEMATE" A- 1 02 . 00 U n- O O M N O �= O U � r- Q c/) � a) Z U O U) (� a- a) z U (V N ROOFING SPECIFICATIONS 1. ENTIRE ROOF TO RECEIVE 2" OF POLYISOCYANU RATE ROOFING BOARD MECHANICALY ATTACHED. INSULATION BOARD SHALL BE FIRESTONE IS095+ GL. FASTENERS SHALL BE COMPATIBLE FIRESTONE ALL PURPOSE FASTENERS AND PLATES. FASTENERS TO BE OF ADEQUATE LENGTH TO PENETRATE ALL EXISTING ROOFING MEMBRANES INTO SOUND ROOF STRUCTURE. 2. ROOF MEMBRANES SHALL CONSIST OF ONE PLY OF SMOOTH SBS BASE SHEET AND ONE PLY OF WHITE GRANULE CAP SHEET - - - - - - - - - - - - - - - - - - - - - - -5 - - - - - - - - - - - - - - - - - - - - - - - - - - _- - - - - - - - - - - - � 3. BASE AND CAP SHEETS SHALL BE FULLY ADHERED WITH TYPE MB MULTI PURPOSE I COLD APPLIED ADHESIVE. 1 1 1 1 1 1 4. PROVIDE FULL PERIMETER WOOD NAILER FOR ATTACHMENT OF GRAVEL STOPS AND GUTTERS i i I I 5. PROVIDE COMPATIBLE LIQUID APPLIED FLASHING AT ALL PENETRATIONS I I I 6. CUT NEW REGLET AS REQUIRED AND INSTALL NEW STAINLESS STEEL COUNTER FLASHING INTO MASONRY CHIMNEY I I 7. PITCH GUTTERS 1" IN 10' MINIMUM 8. PROVIDE 20-YEAR NDL WARRANTY FOR ENTIRE INSTALLATIONI i i I L l EXISTING BUILDING ii I I Q Z - - - - - - - - - --L - -j I I I I (� >- � l - - - u LL - -- - - - ___ � i i Q U -`-� - - - - - - - - - - - - - - - - - - - J I � I - - - - - - - - - - - - - -- FL- i o U-) Q 9" I II III 911 I I I I ii- - ____- I II II II II II II i II II II - I II it I II I II II II I I II II I I r S- - - -- - - - - - 5- - - - - 1 ❑ I � � I I II II I - - - - - -1L �_ J CJJ II -- - - - - - - - - - � - - - - - - - - - - - � � - - - - - - - - - - - i I � it l II I I I FLAT ROOF PITCHED 1/4"PER 1'-0" NO INSULATION I I I I I �� �L L Rcy F�.E D q - ;A n II II II II � 1 � II II II II ;,� l i GARAGE I I ❑ I I I I � 17>42 II II II I II I II II ii l TJI 110 X 9-1/2" 16"OC I I I II II I- - - - - - - -- j L - - - - - - - - J O I U II Ij II U) C.0 Q SQL L --------------- ----J� ❑ LLJ Q N 2i Z ti Q Z ti Q O � (Dw Q � W -� Z 5" HALF ROUND GUTTER PITCH GUTTER TYPICAL ROOF PLAN 3" ROUND LEADER TIED INTO DRAINAGE PIPING SCALE: 1A = 1'-0" Z 0 m w AUGUST 16, 2016 w J U 1/411 = 1'-0" U) w ROOF PLAN A- 1 03 . 00 U C) oM ~o 1-1/2" CHAMFER TYPICAL :p- aD o =' O U r- #4 VERTICAL REBAR 24" O.C. 3" PVC X 12" LONG SLEEVE FOR FENCE POST L Q N Z U #4 VERTICAL REBAR 48" O.C. ,E � 0 #4 VERTICAL REBAR 24" O.C. #4 HORIZONTAL REBAR 12 FROM TOP OF WALL C-) AND MID WALL cu cu W W 2 X #4 HORIZONTAL REBAR TYP ti Z ry #4 HORIZONTAL REBAR 12" FROM TOP OF WALL O v N Q AND MID WALL < 2 X #4 HORIZONTAL REBARS TYP CJS > � W 2 X #4 HORIZONTAL REBARS TYP 2 X #4 HORIZONTAL REBARS TYP Q CIO O 1 -7 11 01-711 e-4 01_711 3'-0" 3'-011 10" RETAINING WALL TYP 10" F��NpATION WALL TYP @�SC-A �F �D��TIO�NW�ALL�TYP�A SCALE: 1/2"= 1'-0" SCALE: 1 -0" = fn W � Z GENERAL NOTES I uiW 1 . ALL WORK TO COMPLY WITH ALL CODES OF NEW III � Q YORK STATE & TOWN CODES III 2. CONTIRACTOR IS RESPONSIBLE FOR o I I /I/ VERIFICATIONS OF ALL DIMENSIONS AND III CONDITIONS BEFORE WORK BEGINS. 14'-5X4" — — — 3. ALL FOOTINGS TO REST ON UNDISTURBED SOIL I MINIMUM 3-0" BELOW FINISHED GRADE I I 4. CONCRETE DESIGN AND CONSTRUCTION SHALL III BE AS PER ACI 318-89 ►' 1 1 5. ALL CONCRETE TO BY 3500 PSI NORMAL WEIGHT - c I 6. WELDED WIRE FABRIC SHALL CONFORM TO ASTM co S2 A-185. MIN. TENSILE STRENGTH OF 70,000 PSI N I• III ��c�-�E° 4 7. ALL BAR REINFORCEMENT SHALL CONFORM TO '-2Y" 91�11 c 1'-11Ya" I I I I I `��°�P�L 1 -92 n ASTM A-615, GRADE 60 8. FOUNDATION AND RETAINING WALL DESIGN AS 1'-11Y,° • • • _' • • I _ _ ' _ _ _ _ �, PER 2015 I.R.C. SECTION R404 _ I = � o'-o" _ — _ — _ — �''�0F N17742 s t° I 0,-0„ - N ` o REFERENCE COORDINATE OUTSIDE CORNER OF EXIST. FOUNDATION PS o ' I o O J ISO" — — M 1 I M c� A-1o5 I I OO OO OO OO OO OO W r') N I A-105 I >z> Q Z Q • > Q ^ < I I c 0 � CD w -1 " • � � z B EE 3" SCH 40 PIPE COL TYP. U) A-105 nP • 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 19'-10Y" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ — — — If — — — — — — — — — — — — — — — — — — — — — — — — — — Z 0 U) LuB a 00 M F 1/2" DIA X 12" LONG ANCHOR BOLTS TYP. Q AUGUST 16, 2016 0 W J 0 AS NOTED FOUNDATION PLAN W FOUNDATION PLAN SCALE: 1 /411 = 1 '-0" A- 1 04 . 00 U o- o MQ) 4- O O !E =- O U : �- L Q O z E c U 0- O U) 4"CONC.W/6X6 -W2.0 X W2.0 WWF 4"CONC. W/6X6 -W2.0 X W2.0 WWF u _ ,� z DEPRESSION FOR GARAGE DOOR 3" SCH 40 PIPE COLUMN SIMPSON LU28 TYPICAL U (V T.O.W HILTI HIT-HY 200 ANCHORS 2 X 8 JOISTS 16"OC 2"CONC. RAT SLAB [30'-0"] - - - - - T.O.W rl-ri=lihlil-lil-lil, 1/2"X 6-1/2"TYP � ON 6-MIL VB T.O.SLAB [28'-10"] T.O.SLAB [28-4"] ;;I ITu� T.O.SLAB 10" COLUMN FTG. _ I1=r11=1 =1 =1 W/24" BASE _ [28'-0' ii�ir=m_il�=iit=m=�rrr= _m=m--m-�i ��TiIlliTiiiliiIlliiIlliiIlli�IT_ITillliiillli�i O C7 (DLa-UNDATION ELEVATION BB FOUATION SCTION SE: 1/4"= 1'-0" SCALE: 1/4"= 1'-0" FOUNDATION SECTION SCALE: 1/4"= 1'-0" 2-2x8 DECK BEAM DEPRESSION FOR DOOR T.O.FO [27'-3 1/2"] xu�I=lileiii SIMPSON ABU44 TYP. /,L 1-1/2"CHAMFER TYP. T.O.WALL T.O.W [3l'-6"] T.O.SLAB [28'-10"] 11="="1=11-I 10"DIA DECK FOOTING C) w [28'-4"] MIRADRAIN DRAINAGE FABRIC Il 1-1/2"PVC WEEPS -1 -I r=III=11 -n l-I -u-Irl-a-ri iii 1 =i l=rl l=i i.=11i= 6'-0"OC TYP ® Z 6"CONC/W/6X6- Q w2.0xw2.0wwF FOOTING SECTION �- 28'-9 1/2"j - 1 GRADE T.O.S. DD SCALE: 1/4" = 1'-0" Q U ff - - " - _ =l=i �i [27-3 1/2"] a-'ri [27'-3 1/ii u-Mii l EXISTING FOUNDATION I�I ��I-1�fI�,.ISI.,LImI�I�Tif.ITIr.,TI�II��I�I�I�Ti�.iI�-1Tr,���=III�T= FOUNDATION ELEVATION ~ QSLE. J/ CA4"= 1'-0" Lo < LoQ c CC FOUNDATION SECTION v) SCALE: 1A - 1'-0" 3"SCH 40 PIPE COLUMN HILTI HIT-HY 200 ANCHORS 6'-2Y4' 7'-4" 8'-2Y4GRADE' Tow 1/2"X 6-1/2"TYP EL. 31'-0" #4 HORIZ 12" FROM TOP AND MID WALL T.O.W. #4 VERT 24" O.C. 4' CONC W/6X6-W2.0 X W2.0 WWF T.O.W. T.O.W. [30'-9"] [30'-0"] 1/2" EXPANSION JOINT FILLER GRADE T.O.SLAB 6MIL .VB 4COMPACTED GRAVEL BOF ' EL. 24'-6" ,'{(�[�,E D .qn •T . BOF - - _ - - C.> �pEL L. s Cy PIPE COLUMN SECTION F F SCALE: 1/4"= 1'-0" �r ''rF 24 ( LaU NDATION ELEVATION N4 SE: 1/4" = 1'-0" GARAGE SLAB DETAIL TYPICAL �� EE SCALE: 1/4"= 1'-0" �(` X742 °" NE y MIN 7 BOLT DIA, 1'-0"MAX OU NEW FOOTING EXISTING FOOTING CD --j :5; 0 MIN TWO BOLTS PER PLATE Q 2 X 18"#5 REBAR DOWELS 1/2"DIA X 12"ANCHOR BOLTS. 7"EMBEDMENT W r N EPDXIED INTO EXITING FOOTING o MIN. z Q � Q 6" EMBEDMENT Z Q O 0 (.0w Q C�� W z 4 O &L SECTION SCALE: -0" X FOUNDATION ANCHOR BOLT PLACEMENT SCALE: 1/4"= 1'-0" Z 0 w e w AUGUST 16, 2016 M w J U) 1/4" = 1'-0" W tz FOUNDATION DETAILS A- 1 05 . 00 U C:) oM ~o a� o o Z cu Y U a_ O C/) 2" RIGID INSULATION BLOCKING TYP 3/4" PLYWOOD ROOF SHEATHING cu D- Z V N - 3/4" HARDI FASCIA BOARD Ix RIGID INSULATION TYPICAL RIGID INSULATION TYPICAL 1/2" HARDI PANEL FASCIA 3" RIGID INSULATION BLOCKING TYPICAL 1/2" DRYWALL 7/16" HARDI PANEL BLOCKING TYPI 1/2" DRYWALL 3 X CEILING JOISTS DOUBLE 2 X 4 TOP PLATES 2 X 4 STUD WALL 16" OC TYPICAL 2 X 4 STUD WALL 16" OC 3/4" X 5-1/2" HARDI TRIM BOARD DOUBLE 2 X 4 TOP PLATES 1/2 DRYWALL 3 ROXUL SOUND BATT INSULATION 3" ROXUL MINERAL WOOL SOUND CONTROL 7/16" HARDI PANEL 1/2" DRYWALL INSULATION 2 X 9-1/2" LVL HEADERS AT DOOR OPENINGS 3-1/2" ROXUL MINERAL WOOL INSULATION TYVEK WRB TYPICAL 1/2" PLYWOOD SHEATHING FINISH FLOOR 1/2" QUIETROCK DRYWALL BOTH SIDES 1/2" QUITEROCK DRYWALL BOTH SIDES 2 X 4 STUD WALL 16" OC SUBFLOOR 2 X 8 FLOOR JOISTS � FINISH FLOORING METAL WALL FLASHING TYPICAL 3/4" PLYWOOD SUBFLOORdrE- W 1" X 2" PVC TRIM 7/16" HARDI PANEL FOUNDATION WALL 5-1/2" FIBERGLASS BATT INSULATION 2 X 8 FLOOR JOISTS w 2" RIGID INSULATION C) WO . . � � Z INTERIOR WALL TYPICAL - NON-BEARING INTERIOR WALL TYPICAL - BEARINGS _�� . .. EXTER!?7NALL TYPICALU) SCALE: 3/4 1'-0 SCALE: 3/4 1 0 SCALE: 3/40" < C) 0 0 W I_— G �— Ln Q 3-PLY SBS ROOFING 2 X 10 BLOCKING 3/4" PLYWOOD ROOF SHEATHING 3/4" HARDI FASCIA 3-PLY SBS ROOFING 3-PLY SBS ROOFINGF 2 X 6 BLOCKING TJI 110 X 9-1/2" 16" OC 3/4" PLYWOOD ROOF SHEATHING 3/4" PLYWOOD ROOF SHEATHING 1/2" HARDI SOFFIT 2 X 10 OUTLOOK RAFTERS 16" OC NOTCH INTO TJI'S 3/4" HARDI FASCIA 3/4" HARDI FASCIA 4 X 12 BEAM TJI 110 X 9-1/2" 16" OC TJ 110 X 9-1/2" 16" OC `'� PD sRC'si 1/2 HARDI SOFFIT GARAGE ROOF � °� 2 X 6 OUTLOOK RAFTERS 16" OC 1/2 HARDI SOFFIT 3gF HARDIPLANK AND TRIM SCALE: 3/4"= 1'-0" DOUBLE 2 X 4 TOP PLATE DOUBLE 2 X 4 TOP PLATE � HARDIPLANK AND TRIM _ � 17742cl� z � Q HYDROGAP WR BARRIER TYP HYDROGAP WR BARRIER 3-PLY SBS ROOFING opp— � TJI BLOCKING 3/4" PLYWOOD ROOF SHEATHING HARDIPLANK SIDING HARDIPLANK SIDING 2 X 4 STUD WALL 2 X 4 STUD WALL 0 O 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD SHEATHING 3/4" HARDI FASCIA U 2 X 6 BOTTOM PLATE 2 X 6 BOTTOM PLATE (n Q C'O TJ 1 110 X 9-1/2" 16" OC Q � @) FOUNDATION WALL FOUNDATION WALL 1/2" HARDI SOFFIT - W 0 cV U) Z < I` Q 0 VA 4X 12 BEAM 0 O .� � O c0 L Q C�fl a z GARAGE WALL TYPICAL ° 4R� AG3CGARAGE ROOF E: 3/4" = 1'-0" SCALE: 3/4"= 1'-0" Z 0 w AUGUST 16, 2016 a w J 3/4" = 1'-0" W WALL SECTIONS AND DETAILS A- 1 07 . 00 U C) oM ~o a) o !E o U r�^ � L vJ a) Z cu L U d. O 3-PLY SBS ROOFING 2 X 6 BLOCKING cu z 3/4" PLYWOOD ROOF SHEATHING U (V 3/4" HARDI FASCIA TJI 110 X 9-1/2" 16" OC O 2 X 6 OUTLOOK RAFTERS 16" OC 1/2" HARDI SOFFIT 0 o0 o 1/2" PLYWOOD SHEATHING HYDROGAP WR BARRIER 0 HARDIPLANK AND TRIM — $/1001 DOUBLE 2 X 4 TOP PLATE HYDROGAP WR BARRIER METAL FLASHING 0 2 X 9-1/4" 2.0E GP LAM LVL GARAGE DOOR HEADERS 7/16" HARDI PANEL 1-1/8" x 7-1/4" HARDI TRIM BOARD HEADER 2 X 6 JAMB FOR GARAGE DOOR 2 X 6 JAMB 2 X 4 KING STUD 2 X 4 JACK STUDS GARAGE DOOR TRACK GARAGE DOOR TRACK 1-1/8" X 7-1/4" HARDI TRIM BOARD 1-1/8" HARDI TRIM BOARD JAMB CONCRETE SLAB 1Y FOUNDATION WALL W � > Q Z � U GARAGE DOOR - SECTION GARAGE JAMB- SECTION SCALE: 3/4" = 1'-0" W G Lo Q �- uD ARC ti,� f R'A ) 7742 OF O U '^ ( J co Z Q I` Q � Zti0 O � � w Q � w Z O U) Q Z 0 U) w Lu AUGUST 16, 2016 W J U) 3/4" = 1'-0" W GARAGE DOOR SECTIONS A- 1 08 . 00 U a- O (DCY) :P- a) O !E {= O U 'r— U)a, z �= U E cu i U O co mo- a) = ti z U N T.O.W. 2 T.O.W. [31'-6"] T.O.W. [30'-9"] [31 0 ] [30'-0"] [28'-4"] OGARAGE WEST ELEVATION SCALE: 1/4"= 1'-0" \W � / z Q _ DU Z) W F— oQ CD � N co ti I F ti r 2 GARAGE EAST ELEVATION SCALE: 1/4"= 1'-0" A 17742 OF N �, ` O U (D Q C`7 . . Q W � N � z Q t` a � Z O 0 -� Z O - ce o � N � co ti z N � C4 ti ti o AUGUST 16, 2016 NORTH ELEVATION w J 3 C) 1/4" = 1'-0" SCALE: 1/4" = 1'-0" U) w ELEVATIONS A-200 . 00 U o- C:) oM ~o a� o !E o U � r— .� a, z U 0. O cu cu Z cn U N N � cfl r \ � � N -A CN = LIGHTS WEST ELEVATION 3 SCALE: 1/4"= 1'-0" \w / Q z _ 72 DU W F- C:) Q OGARAGE SOUTH ELEVATION SCALE. 1/4" = 1'-0" �l D ARC, r �T742 OP N E O U cl) Q M Q 0 Z Q ti Q � z OOc4Lu Q co w z O EXISTING Q -, Co JJL— I CV z 0 U) w OUH ELEVATION o AUGUST 16, 2016 - O!SCALETI/4"= 1'-0" w J cn 1/41' 1'-0" w ELEVATIONS A-201 . 00