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HomeMy WebLinkAbout44528-Z O�OS11EF0(k G Town of Southold 9/19/2021 y� P.O.Box 1179 o _ 53095 Main Rd yjjol i S Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42336 Date: 9/19/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 1330 Trumans Path,East Marion SCTM#: 473889 Sec/Block/Lot: 31.-12-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/16/2019 pursuant to which Building Permit No. 44528 dated 12/16/2019 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 as applied for. The certificate is issued to Berry,Edith&Ariizumi,Hideaki of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44528 5/28/2021 PLUMBERS CERTIFICATION DATED Aor e Si nature SUFEn��� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44528 Date: 12/16/2019 Permission is hereby granted to: Berry, Edith PO BOX 444 Orient, NY 11957 To: construct accessory garage as applied for. At premises located at: 1330 Trumans Path, East Marion SCTM # 473889 Sec/Block/Lot# 31.-12-9 Pursuant to application dated 12/16/2019 and approved by the Building Inspector. To expire on 6/16/2021. Fees: ACCESSORY $252.00 CO -ACCESSORY BUILDING $50.00 Total: $302.00 ilding nspector 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 r1 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Property: 1360 Trumans Path East Marion House No. Street Hamlet Owner or Owners of Property: Glynis M. Berry and Hideaki Ariizumi Suffolk County Tax Map No 1000, Section 31 Block 12 Lot 9 Subdivision Filed Map. Lot: Permit No. qq 5 � D�/ Date of Permit. Applicant: Hideaki Ariizumi Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ V pplicant Signature oF sore®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.deviinO-)town.southold.ny.us Southold,NY 11971-0959 ® y® OWN,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To Glynis Berry Address: 1330 Trumans Path city East Marion st: NY zip: 11939 Building Permit#: 44528 Section: 31 Block: 12 Lot. 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wire Nuts Electric License No- 62190ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 3 Ceding Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED 6 Exit Fixtures 11 Pump Other Equipment: 100A Sub 24 Circuit- 5 Used Notes, Garage ° Inspector Signature: Date: May 28, 2021 S.Devlin-Cert Electrical Compliance Form.xis 'lpF SO U,yO # # TOWN OF SOUTHOLD BUILDING DEPT. cvurm '' 765-1802 -- =IN"SPECT10111 " : . ] UNDATION 1 ST kU, 6 ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [" ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION = [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I'll� T"o-(Nk 8i6ws DATE INSPECTOR M'N�� ��OE SOUIyo # TOWN 'OF SOUTHOLD BUILDING DEPT. 765-1802 ' 'INSPECTION [ ] FOUNDATION 1ST [ ] -ROUGH,PLBG. [ ] OUNDATION 2ND- [ ] INSULATIOWCAULKING [ FRAMINr /STROPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT-CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: e- DATE INSPECTOR �alaafso yo `" `� �/� U ,telt/ # # TOWN OF -SOUTHOLD BUILDING DEPT. courm '' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ - ] ROUGH PLBG. [ ] FOUNDATION 2ND = [ ]ANSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ --]r=FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O . REMARKS: d/ DATE � `�i�/ - � INSPECTOR. 600t pF 50pT # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- [IFFINAL NSULATION/CAULKING FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY- [ ]= FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 61/ DATE V INSPECTOR FIELD 1NSPECT�ON REPORT • ATE COMMENTS v � FOUNDATION (IST) !� -------------------------------------- FOUNDATION (2ND) Aff • z ..._. o 1 f1� ROUGH FRAMING& PLUMBING INSULATION PER N.Y. _ y STATE ENERGY CODE t FINAL ADDITIQN4 COMMENTS 1�6 0 - -1 ) D, I r� C3 lAn , 1 -# 40 Po b • � c r� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health N/A SOUTHOLD,NY 11971: , 4 sets of Building Plans X TEL: (631) 765-1802 Planning Board approval NSA FAX: (631)765-9502 Survey x Southoldtownny.gov PERMIT NO. 4#5Z Check Septic Form N/A N.Y.S.D.E.C. N/A Trustees N/A C.O.Application X Flood Permit N/A Examined 20 Single&Separate YES Truss Identification Form N/A Storm-Water Assessment Form X 2 Contact: Approved 01 20 Mail to: Glynis Bent' Disapproved a/c PO Box 444,Orient,NY 11957 Phone: 631 323 1426 Expiration__,(Zj 20 ` Building Inspector APPLICATION FOR BUILDING PERMIT DEC 1 6 2019 Date ec,• Co ,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,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. )` 4 W'gnature of applicant or name,if a corporation) PO Box 444, Orient NY 11957 (Mailing address of applicant) State whether applicant is owner, lessee,agent, architect, engineer, general contractor, electrician,plumber or builder Owner Name of owner of premises Glynis Berry and Hideaki Ariizumi (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and We of corporate officer) Builders License No. not vet selected Plumbers License No. not yet selected Electricians License No. _ _ not yet selected Other Trade's License No. 1. Location of land on which proposed work will be done: 1360 Trumans Path East Marion House Number Street Hamlet County Tax Map No. 1000 Section 31 Block 12 Lot 9 Subdivision Filed Map No. Lot 2. State existing use angoccupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Residential_ currently�rrently one storageshed is on the site b. Intended use and occupancy 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $50,000 Fee . (To be paid on filing this application) 5. If dwelling,number of dwelling units N/A Number of dwelling units on each floor N/A If garage, number of cars one 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. n/a 7. Dimensions of existing structures, if any: Front 14.3' Rear 14.3' Depth 11.7' Height 91+/_ Number of Stories One (to be removed) Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories 8.• Dimensions of entire new construction: Front 19.5' Rear 19.5' Depth 19.5' Height 16.5' Number of Stories ONE 9. Size of lot: Front 6o' Rear 60' Depth 117.8' 10. Date of Purchase Aug. 18,2014 Name of Former Owner David Peter Gioglianolli 11. Zone or use district in which premises are situated R-40 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO X 13. Will lot be re-graded?YES NO X Will excess fill be removed from premises?YES X NO Glynis M.Berry and 14.Names of Owner of premises liideald Ariizumi Address 24190 Main Rd,Orient phone No. 631323 1426 Name of Architect Hideaki,riizwni,studio alb architects Address 24190 Main Rd,Orient Phone No 631 323 1426 Name of Contractor Not selected yet Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * 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 X * 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 X NO * IF YES,PROVIDE A COPY. copy attached. STATE OF NEW YORK) SS: COUNTY OF Suffolk Hideaki Ariizumi 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 Owner No.01 BU6185050 Quallfled In Sdffelle o- Ail F (Contractor,Agent,Corporate Officer,etc.) Commission Expires Aprll-1-4.,..2 na0 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 this 1 day of h 4*r 20 Notary Public Signature of Applicant 4 ��� dk)e 3 Scott A. Russell ��°S� k STO)[IM[WAX]EIK SUPERVISOR AMI ANAG]EAM[]EN F SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 y,�O Town of So u th o l d i CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) - -- - -- --- - - - -- -- - - - - -- --- - -- - ---- -- --- --DOES THIS ]PROJECT INVOLVE ANY OF THE E IFOILILOWING _ 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. ❑❑ 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. ❑❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. E]F1 F. -Instal-lation 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 Depgtment with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: I OOO Date Distract NAME w-m) Section Block Lot FOR BUILDI G DEPARTMENT [.-SE ONLY Contact Information ,TelephoneN—W, Reviewed By- - — — — — — — — — — — — — — — — — — Date. Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — E Approved for processing Building Permit Stormwater Management Control Plan Not Required — — — — — — — — — — — — — — — — ❑ Stormwater Management Control Plan ib Required. (Forward to Engineering Department for Review) eFORM SMCP-TOS MAY 2014 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 jm'% Southold, New York 11971-0959 R Telephone 631 765-1802 - FAX (631) 765-9502 f u gerrC�southoldtownny h99 southoldtownny.ciov, ' P _ 1 APPLIG'UON FOR ELECTRICAL INSPECTION_ _ ELECTRICIAN INFORMATION (All Information Required) Date: q If� _ 'i Company Name: W 1 pt/ L Lr C,- Name: Name: - T Lu r l t, - License No.: 146 — CIL [ U)() email: Ite,NL)+S (2� C,4riG- Address: .0 � _� _�v0_qi Q% N < Phone No.: 2-:�5 L JOB SITE INFORMATION (All information Required) = n Name:_ Address: 3 Cross Street: Ma;n (Locj (2-S Phone No.: -- Bldg.Permit#: L Lt S'ag 9fudi4la'bcr�AerK Lli f Tax Map D.istrict_, _ 1000 Sectior>� _ Block: Lot;.m BRIEF DESCRIPTION OF WORK (Pleas Print Clearly) = Circle All That Apply: Is job ready for inspection?: YES /tO' Rough In Final Do you need a Temp Certificate?: YES / Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: .__. _A #Meters _ Old Meter#, New Service- Fire Reconnect-Flood Reconnect-Service Reconnected- Underground - Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information' ,PAYMENT DUE WITH APPLICATION Request for Inspection Form xls '1 '` • PERMIT# Address: Switches Outlets GFI's II Surface 1 Sconces 1 1 H H's UC Lts Fans Fridge HW Exhaust Oven Dryer Smokes DW Service Carbon Micro Generator Combo Cooktop Transfer AC AH Mini Special: Comments. D �- �/ `� 5-L/f � o�SufFoc,��o� Town Hall Annex �� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 co cos Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: l<;5 Owner: Citi ��� eru -r �'' �Q �c� ; z-e M c Location of Property: o ( Iry Mo-t,6 _4-CA Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or 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 (PW) 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: j Name (person submitting this form): �G� G� `C t' , i` Z u CL t Capacity (check applicable line): k' _ Owner Owner representative TrussRegl5.docx Effective 1/1/2015 • { {"i !° f•in��r��f L=�.��t,=�y�L�;si:i:.1.�t r....t^�,�';�•,nr<�i�.`+��'•.{a`}ti�.�n' • ` . r� h� � *-_ M" r-�-`*i '�t .'s{ !'�'9 9�-_f y�tib. 4 , .f �• J k s • � S • WA Vk i cl I NJl=l;+:VaU I'l, 1- 4A 24190 Main Road studio d 651 West Main Street PO Box 444 glynis@studioabarchitects corn Riverhead,NY 11901 Orient,NY 11957 1 architects httpJ/adizumiberry.com T 631 5912402 T&F 631 323 1426 (( ' 1\ f December 13, 2019 �j Town of Southold MAY 2 6 2021 Building Department r PO Box 1179 Southold,NY 11971 Re: Building Permit Applications for 1330 Truman's Path Extension of permits Dear Reviewer, We would like to request a 6-month extension to the permits for 1330 Trumans Path, East Marion. Both expire on June 16,2021.While we may be finished by then, all reviews and paperwork way not be complete by then. Permit number 44527— for single-family dwelling,SCT<#473889, sec/block/lot 31.-12-9 Permit number 44528 --to construct an accessory garage for the same parcel. We appreciate your help with closing out this project. Sincerely, C Hideaki Arii u i,AIA S.C.T.M. NO. DISTRICT: 1000 SECTION: 31 BLOCK: 12 LOT(S):9 6/'e-,/- ,?6 U, OC ;::• 1P� LAND N/F OF FAINGLAS U.P. 0'14. N 64o 05 40 :;�::;::_.:.�.:.._•:::, ._._�:•___ .OVER D WIRES 105.00 MON � MON. N o U.P. O 4•S' '- CJ1 LAND N/F O O �\j 36.0' OF O FOUNDATION O FAINGLAS O D? LOCATION p z N = 05-05-20 t: w FOUNDATION 0: LOCATION m n 05-05-20 0 ~ Ed w ~O U - � a o MON. 29.0' O LU0 v w O POST °p O C 0.2'W °' O - LANDOFN/F' P o oPIPE MON.- - [ 0 — - -— — LJ GIUGLIANOTTI FC o , „ 4' STOCKADE FENCE s c`��t °:3 E S 64 05 40 W 117.80 5 14W Z LAND N/F OF REINHARDT O It CN LAND N/F OF JOHN & TERRY GORGA T THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FND. LOC. 05-05-20 LOCATIONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA: 6,812 S.F. OR 0.16 ACRES ELEVA77ON DATUM. UNAUTHORIZED ALTERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM 714E SURVEY IS PREPARED AND ON HIS BEHALF TO 714£ 7777-E COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 774E ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE. 714E OFFSETS OR DIMENSIONS SHOWN HEREON FROM 714E PROPERTY LINES TO 774E STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE 714EY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 714E EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: EDITH M. BERRY; MAP OF: GLYNIS M. BERRY; HIDEAKI ARIIZUMI• FILED: FIDELITY NATIONAL TITLE INS. CO.; SITUATED AT: EAST MARION _ TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK r Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # 14-123 SCALE: 1 "=20' DATE: AUG. 25, 2014 N.Y.S. LISC. 140. 050882 PHONE (831)298-1588 FAX (631) 298-1588 PROJECT LIST OF DRAWINGS: ZONING: LOCATION MAP: studio a/b architects House on Trurnans Path, Accessory Garage ZONED: R40 1� 651 West Main Street, _ 1 / 3 A.01-G Title Sheet, Site Plan Riverhead, NY 11901"- ' 2 / 3 A.02-G Garage Plans REQ. ACTUAL/PROPOSED N _ �R • O' F° 631 5912402 Owner: architect: 3 / 3 A.03-G Structural Notes LOT AREA. I nissabarchitects.com 40,000 ....................... 6,812 NIC Rd -_. 631 3231426 LOT WIDTH ............................... 150 ............................ 60 N/C A Glynis Berry and Hideaki Ariizumi studio a/b architects � � LOT DEPTH ....... 175 ............................ 117.8 N/C � 24190 Main Road, Orient, NY 11957 651 WEST MAIN STREET 25 �G NON-CONFORMING LOT, LESS THAN 20,000 SFmailing address: Q. T.: Phone: 631 323 1426 RIVERHEAD, NY 11901 PO Box 444 e-mail: glynis@studioabarchitects.com T:6315912402 BUILDING AREA.......................................House: 841.00 e-mail:glynis@studioabarchitects.com Porch & Deck: 79.06 Lr Orient NY 11957 �u. Garage: 380.23 Site TOTAL: 1300.29 ansPath BUILDING DEPARTMENT NOTES. r� yi COVERAGE .............................. 20% MAX. ................ 19.09% / East Marion,NY 11733 THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. Tax Map#: ACCESSORY BUILDING ON LESS THAN 10,000 SQ. FT. LOT: 1000-31-12-9 1. ALL WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALLHEIGHT ••••••••••••••••••••..••••.••••• 18,20, OR 22 ........... 16.5 LAWS, BY-LAWS, STATUTES,ORDINANCES, CODES, RULES, REGULATIONS,AND LAWFUL ORDERS SIDE AND REAR SETBACK ..... 3(HT<18) ................. 4.4 OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. East metery( d� SUMMARY O F WORK THE CONTRACTOR SHALL PROMPTLY NOTIFY THE TOWN AND ARCHITECT/ENGINEER OF ANY FLOOD ZONE: X Marion PORTIONS OF THE WORK IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE r� 10 THE SUMMARY OF WORK SHALL INCLUDE BUT IS NOT LIMITED TO: ABOVE. ATERIALS,ASSEMBLIES, FORMS 1. CONSTRUCTION OF 1-.STORY FRAME 1 1/2 CAR GARAGE 2 SHALIL MEET THE OL OWING REQUIREMENTS: OF CONSTRUCTION AND SERVICE EQUIPMENT CODE COMPLIANCE: 2. ALL RELATED SITE AND ELECTRICAL WORK a) THEY SHALL HAVE BEEN ACCEPTABLE TO THE SOUTHOLD BUILDING DEPARTMENT. ® Owner: I.) Use(s)and Occupancy Classification(s): Single Family Residence b) THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY � 0-11s� Glynis Berry and THE OWNER RETAINS THE RIGHT TO INCLUDE OR REMOVE ANY ITEMS ABOVE FROM THE CONTRACT. THE REGULATING AGENCIES. 2.) Height and Fire Area: 21.1',2 stories; Fire Area n/a ar O 3. MATERIALS OR ASSEMBLIES REQUIRED TO HAVE A FIRE RESISTANCE RATING SHALL COMPLY 3.) Type of Construction.Type VB -11 WITH ONE OF THE FOLLOWING: 4.) Structural Design criteria: Engineered. Hideaki Ariizumi 5.) Framing elements: See Structural Drawings GENERAL NOTES. ' a) THEY SHALL CONFORM WITH EITHER THE APPLICABLE CODES OR b) THEY SHALL HAVE BEEN TESTED IN ACCORDANCE WITH ASTM El 19, STANDARD METHODS OF 6.) Design load calculations: See Structural Drawings N 24190 Main Road, Orient, NY 11957 THE FOLLOWING NOTES SHALL APPLY THROUGHOUT. EXCEPTIONS ARE SPECIFICALLY NOTED ON FIRE TESTS OF BUILDING CONSTRUCTION AND MATERIALS AND ACCEPTED BY THE SOUTHOLD 7.) Glazing protection: Required(Wind Speed 1 n mile zone; 0.12 mile(<1 mile) i coast line) 4'y ` tel gly 323 1426 Provide Hurricane resistant rated windows and/or protection panels,as per Window and Door Schedule 9G ,,, � email glynis@studioabarchitects.com EACH DRAWINGS. TOWN BUILDING DEPARTMENT p p p 6 x" (OR) 8.) Load paths from roof to foundation: See Structural Drawings d� 1. ALL WORK OF THIS CONTRACT SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF c) THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE. Nailing and/or connection schedule,framing details: See Structural Drawings 10 THE NEW YORK STATE(NYS) RESIDENTIAL CODE 4. ALL MASONRY UNITS SHALL CONFORM TO THE BUILDING CODE. 10.) Means of Egress( Emergency Escape Rescue Openings): See Window Schedule and Floor Plans r NYS ENERGY CONSERVATION CONSTRUCTION CODE 5. THE CONTRACTOR SHALL OBTAIN EQUIPMENT USE PERMITS REQUIRED IN ACCORDANCE WITH 11.) Plumbing riser diagrram:am: new fixtures to be conn nected to the existing vent PROJECT SITED Site: NYS FIRE CODE THE BUILDING CODE. 12.) Location of fire protection equipment, i.e.smoke alarm: See Electrical Drawings property Tax Map#: 6. ALL NEW WORK SHALL COMPLY WITH ANSI 117.1 2003 AMERICAN NATIONAL STANDARD 13.)Truss design drawings with certification: n/a 1000-31-12-9 NYS PLUMBING CODE 14.) Energy calculations from design professional:Rescheck certificate attached. NYS MECHANICAL CODE ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NYS FUEL GAS CODE 7. ALL NEW INTERIOR WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASSIFICATION OF s site street address: APPLICABLE SUFFOLK COUNTY HEALTH REGULATIONS AND STANDARDS NOT GREATER THAN 200, SMOKE-DEVELOPED INDEX OF NOT GREATER THAN 450, AS PER SECTION sf �� ,' 1360 Trumans Path, East Marion, NY 11939 TOWN OF SOUTHOLD REGULATIONS R302.9(NYS RESIDENTIAL CODE). OTHER REGULATORY REQUIREMENTS: � OTHER AGENCIES HAVING JURISDICTION ON THE WORK OF THIS CONTRACT, 8. ALL NEW THERMAL AND SOUND-INSULATING MATERIALS SHALL COMPLY WITH SECTION R302.10(NYS a Qm RESIDENTIAL CODE) Health Department: Not Required: no plumbing � 2. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY,ALL DIMENSIONS AND CONDITIONS 9 THE CONTRACTOR IS RESPONSIBLE FOR FILING APPLICATIONS AND OBTAINING PERMITS FOR DEC: Not Required Property 140'+/-(>100')to Marion Lake, 750'+/-(>300')to Peconic Bay ; SHOWN AND ASSUMED ON THE DRAWINGS MUST BE VERIFIED AT THE SITE BY THE CONTRACTOR SCAFFOLDING,ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO Board of Trustee: Not Required Property 117'+/-(>100')to Top of Bluff on Marion Lake BEFORE ORDERING ANY MATERIAL OR DOING ANY WORK.ANY DISCREPANCIES IN THE DRAWINGS ENSURE SAFETY OF OPERATION. Planning Board: Not Required AND SPECIFICATIONS SHALL BE REPORTED TO THE ARCHITECT. NO CHANGE IN DRAWINGS OR SPECIFICATIONS IS PERMISSIBLE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/ENGINEER. ,._ 500 ft NO WORK SHALL PROCEED UNTIL SUCH DISCREPANCY HAS BEEN RECTIFIED. ' „ ,. _ No. Description Date 3. THE ARCHITECT HAS INDICATED AND ESTIMATED CERTAIN CONDITIONS EITHER NOT SHOWN OR NOT CONSIDERED RELIABLE ON OLDER DRAWINGS FURNISHED TO THE ARCHITECT, OR NOT MEASURABLE DUE TO ABSENCE OF DRAWINGS,OR INACCESSIBLE TO VERIFY IN THE FIELD PRIOR TO PREPARING THE DRAWINGS. APPROV D AS NOTED 4. ALL WORK ON THESE DRAWINGS SHALL BE CONSIDERED NEW WORK WHETHER STATED OR NOT. DATE: ;e B.P.# 5. COORDINATION OF ALL WORK UNDER THIS CONTRACT SHALL BE MAINTAINED TO ENSURE THE QUALITY AND TIMELY COMPLETION OF THE WORK/PROJECT. FEE: i gy. NOTIFY BUILDING DEPARTMENT AT 6. THE CONTRACTOR SHALL PATCH AND REPAIR ALL DAMAGED OR EXPOSED SURFACES DUE TO 765-1802 8 AM TO 4 PM FOR THE CONTRACT WORK.ALL NEWLY INSTALLED, PATCHED WORK AND ALL AFFECTED AREAS SHALL BE FOLLOWING INSPECTIONS: FINISHED SO THAT THE ENTIRE HORIZONTAL OR VERTICAL SURFACE TO THE CLOSEST CORNER IN 1. FOUNDATION - TWO REQUIRED ALL FOUR DIRECTIONS MATCHES SCHEDULED CONDITIONS. FOR POURED CONCRETE 7. FURNISH ALL NECESSARY NEW MATERIALS AT NO ADDITIONAL COST TO THE CLIENT FOR THE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION FOLLOWING CONDITIONS: 4. FINAL - CONSTRUCTION MUST a) ANY ALREADY COMPLETED WORK THAT HAS BEEN REMOVED OR DAMAGED IN ORDER TO BE COMPLETE FOR C.O. PERFORM THE CONTRACT WORK. ALL CONSTRUCTION SHALL MEET THE b) TO FURNISH THE WORN,OF THIS CONTRACT IN WORKMANLIKE MANNER. REQUIREMENTS OF THE CODES OF NEW 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL YORK STATE. NOT RESPONSIBLE FOR WORK DURING CONSTRUCTION AGAINST DAMAGE,BREAKAGE, COLLAPSE, DISTORTIONS AND OFF DESIGN OR CONSTRUCTION ERRORS. ALIGNMENTS ACCORDING TO CODES AND STANDARDS OF GOOD PRACTICE. _ N/O/F 9. DETAILS NOT SHOWN OR SPECIFIED BUT NECESSA RY FOR PROPER AND ACCEPTABLE FINGLAS c CONSTRUCTION INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY CLIENT OR ARCHITECT SHALL BE INCLUDED IN THE WORK THE SAME WAY AS IF HEREIN SPECIFIED OR INDICATED. TRENCH DRAIN NEIGHBORS COMPLY WITH ALL CODES OF + WATER 10. WHERE MANUFACTURER'S NAMES AND PRODUCT NUMBERS ARE INDICATED ON DRAWINGS, IT N 64°05'40"E SHALL BE CONSTRUCTED TO MEAN THE ESTABLISHMENT OF QUALITY AND PERFORMANCE NEW YORK STATE & TOWN CODES 105.00' MAIN STANDARDS OF SUCH ITEMS.ALL OTHER PRODUCTS MUST BE SUBMITTED TO THE ARCHITECT FOR AS REQUIRED AND CO^IDITIONS OF W - W � W APPROVAL BEFORE THEY SHALL BE DEEMED, EQUAL, +20 - 4.41 D AT,ALL PENETRATIONS OF FIRE RATED CONSTRUCTION AS d a °- LL E INSTALLED ­77777777`7VAP r �`\ /--\ a a ° WATER 11. FIRE STOPPING SHA B INS ° ° PER SPECIFICATIONS. iU. Idv;�V L4tv,v l,a ; A o - B. 1 B. B.2 ` EXISTING _ I SERVICE Q S' i JLV IVYh lilVvl LCS r �- r ° aO 12. SIZE OF MASONRY UNITS AND WOOD MEMBERS ON PLANS, BUILDING ELEVATIONS AND SECTIONS TREE TO BE 3�p• 91-011 a ARE SHOWN AS NOMINAL SIZE. N.Y CUT 3 ° ' . ° Q l o A. ������--- - aP ° a ° a Q`�� PRUZc, 13. DIMENSIONS ON PLANS ARE INDICATED FROM SURFACE TO SURFACE BETWEEN WALLS, A.3 PARTITIONS AND OTHER ITEMS EXCLUSIVE OF FINISHES, UNLESS NOTED OTHERWISE. 19'5' L" o M� FaF `( Y 14. PROVIDE GUARDS RAILS FENCES CATCH PLATFORMS DECKING NIGHT LIGHTING ETC. AS N o I I 1 / 29.0' _ _ - ,y = �. CC REQUIRED BY THE REGULATING AGENCIES TO PROVIDE ADEQUATE PROTECTION. 1FL.F.F.EL.+zz.5' ______ Cr. o N I 1 I I / 10.0' PROP. BLACKWATER I �� - �O OCCUPANCY a� `b PROPOSED / SEPTIC TANK JK O / EXISTING TREE QZ �1 `O H2O HEAVY DUTY 1000 I TO REMAIN tS' 15.THE CONTRACTOR SHALL KEEP WORK SITE FREE FROM DEBRIS AND ACCUMULATED REFUSE, 2 �- � 1 STORY / � � � � / � I � � lq AND SHALL HAVE SOLE RESPONSIBILITY FOR PROTECTING ALL DANGEROUS AREAS FROM ENTRY BY USE IS UN LAWFU! Olv � FRAMED' _I O�� � E OF UNAUTHORIZED PARTIES.SITE WILL BE LEFT BROOM CLEAN AT THE END OF EACH WORKING DAY WITHOUT CERTIFiCt^rTs. Z GARAGE/ 1 // 36.0' 16.THE CONTRACTOR SHALL MAINTAIN FREE AND UNOBSTRUCTED ACCESS FROM ALL SPACES AND �O I I I I / I ` LP 50%EXTENSION ADJACENT SPACES THE EXTERIOR OF THE BUILDING AT ALL TIMES. OF OCCUPANCY GARAGE F.F. PROPOSED 1.5 STORY IWHEN EL.+20.5' I I 1 I I / FRAMED HOUSE I I \I TREE NEEDS TO BE CUT 3, II 11 / o o l o� 17.THE CONTRACTOR SHALL,UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS, o rn SECURE AND PAY FOR REQUIRED INSPECTIONS PERMIT(S), FEES LICENSE AND INSPECTIONS n - - / - N N i NECESSARY FOR THE PROPER EXECUTION OF THE WORK. DRAINAGE INSPECTIONS ARE R 1QUIRED � EXISTING TREE TO BE � � EXISTING TREE � �� _-- --_---_--- 19.5 I / i g� �---� CUT WHEN 50% PROJECT Contact TOS Engineering at 765-1560 before TO REMAIN A. 11- / A.2 - - - - - 10.01_ 1 I EXTENSION WILL B E 18. MINIMALIZATION, SEPARATION,AND RECYCLING OF WASTE ARE ENCOURAGED. Backfill,OR Provide Engineer's Certification / � PROP. GRAYWATER INSTALLED that tho drainage has bren ir�stniled to Code. 11.2 "� I / UP �' \ SEPTIC TANK I House on ° °19'-6", .a - - ' � _ _ _ _ _ _ I I H2O HEAVY DUTY 1000 GAL 19.CONTDRACT DOCUMEENTS.HICH ARE APPLICABLE TO THE PROJECT MAY BE FOUND THROUGHOUT THE for lighting ° GW IO O = T ru m a n s Path , Garage All exter 20. COPYRIGHT©2019, STUDIO A/B ARCHITECTS installed,re laced or ' 45.8' _'_ PROP. 8' DIA. 12'DEEP a p VII I THE ARCHITECTURAL DESIGNS AND DRAWINGS ARE THE PROPERTY OF STUDIO A/B ARCHITECTS repaired shall conform '' 4°- a I tl o. - III \\LEACHING POOL I Q AND WERE PREPARED AS AN INSTRUMENT OF SERVICE TO THE OWNER AT HIS/HER REQUEST.THEY to Chapter 172 O A, 1 t}P MAY NOT BE DUPLICATED OR USED IN PART OR IN WHOLE FOR ANY OTHER LOCATION, PURPOSE, 140'+/-to "° r' _ 52.8 PROJECT OR OWNER WITHOUT THE EXPRESS,WRITTEN CONSENT OF STUDIO A/B ARCHITECTS. Of the Town Code Marion Lake, PROPOSED F, - _ 29.0' 117'+/-to TO STORMWATER ° \a- "- 1 5.01-) Top DRYWELL ;�, a- a'-. °. °. ENTRY TEST HOLE of Bluff I 8'DIA.6'DEEP b d H2O LOADING M 4 ° .a °. TRENCH DRAIN PORCH ° a' a ° ELECTRICAL � a p�a /� REQUIRED /y n ry o - INSPECTION REQUIRED Ln O ° ° � ° a O ° <�a R O N ° d a - v N °° a° aN O° ■ CONTROLLED INSPECTIONS: ° ° ° EXISTING TREE" ' . EXISTING TREE CD Title Sheet Site to P l a n N da PROP. GRAVEL DRIVEWAY-° - . ° CONTROLLED INSPECTIONS AND TESTING AS REQUIRED BY THE DOCUMENTS, CLIENT AND THE Z I a a a ° ° TO BE - ° a ° O TO BE CUT o� I } SOUTHOLD BUILDING DEPARTMENT ° _ ��ff�� ° ° . m °- d °j d° a a' a 4 ° d°° d °� � rnuss IPLACAriDING nEQ"JI^EID ° ° °° a° - 'd' , THE CONTRACTOR MUST NOTIFY THE ARCHITECT FOR CONTROLLED INSPECTIONS AT LEAST 72 HOURS Q o ° a a _ BEFORE THE SPECIFIC WORK COMMENCES. � 0 LL W E +20' - - - - - - - - - - - - - - - - - - `� +zo' O_ � Q I S 64° 05'40"W 117.80' Project number zmY 1556 SITE SAFETY AND PROTECTION NOTES: I TO REMAIN E NHA > Q TO REMAIN DO NOT PROCEED W7 ' _ REINHARDT o 9 SITE PLAN IS BASED ON Date 11/27/2019 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE SAFETY ISSUES, MEETING ALL FRAP,�!N(3 UNTIL SUI^'••• +z SURVEY BY KENNETH M.WOYCHUCK LS. Drawn by HA M JURISDICTIONAL AND OSHA REQUIREMENTS. OF Fr''-.'DATION L0� LO b DATED AUG.25,2014 HAS tiL"cN APPROVC� a Checked by GB LO 2. SITE SAFETY PROTECTIONS SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, EGRESS, SCAFFOLDING, SITE ELEVATION BASED ON SUFFOLK COUNTY GIS DATA CV FIRE PROTECTION, TRIP HAZARDS PROTECTION, ETC.THEY SHOULD ADDRESS ANY POTENTIAL PROPERTY AREA: 6,812 SQ.FT. 0.16 ACRE INTERACTION BETWEEN THE EXISTING USE, GENERAL PUBLIC AND EXPOSURE TO THE CONSTRUCTION PROCESS. A . 01 -G o Site PlanN N 1/8" = 1'-0" Scale As indicated 7 studio a/b architects �-� .02-G �� 7 �� �� �� 651 West Main Street, A. 12 A. B. 11 6 B. 12 A. 11 .02- A. 12 B. 12 B. 11 Riverhead, NY 11901 METAL ROOF FLASHING 02- .02-G 631 3231426 glynis@studioabarchitects.com METAL ROOF FLASHING mailing address: I I I PO Box 444 Orient NY 11957 METAL ROOF PANEL I I I I I I I I CEDAR SIDING METAL ROOF FLASHING CEDAR SIDING I METAL ROOF FLASHING j CEDAR SIDING ' O ` Owner: CEDAR SIDING I Glynis Berry and • OVERHEAD SECTIONAL DOOR Hideaki Ariizumi 24190 Main Road,Orient, NY 11957 tel 631 3231426 email glynis@studioabarchitects.com Garage Floor EL. 20.5' - - - Gara a Floor EL.20.5' Site: I I property Tax Map#: 1000-31-12-9 n Garage West Elevation Garage South Elevation ara a East Elevation Gara a North Elevation site street address: 1/4" = 1'-0" 3 1/4" = 1'-0" 4 1/4" 1'-0" FJ 1/4" - 1 -0" 1360 Trumans Path, East Marion, NY 11939 I I A.02-G B. 11 5 02- B. 12 19'-6" A. 12 7 A. 11 B. 11 B. 12 No. Description Date .02-G METAL ROOF FLASHING, A. 12 - - TYP. 6 M .02-G _ A- - - r) I ROOF: I 1 I METAL ROOF, SAME AS MAIN HOUSE ON ASPHALT FELT CLERESTORY I I I I "' ON 5/8"PLYWD SHEATHING ABOVE I I 1 I - 0 ON 2X10 RAFTERS @24"O.C. METAL ROOF EDGE FLASHING 4111 TYP. I 1 1 I I I 1 1 I 1 1 I I I 1 A.02-G 2 iv I I 1 I - - - - - - - - - - - - - = � I? I I 1 4 A.02-G WALL: CEDAR SIDING ' 7 w I / I , ON WRB OVERHEAD GARAGE DOOR 02-G I 1 1 I ON 1/2"PLYWD SHEATHING - 1 { ON 2X4 @.24"O.C. - 0'- 1 1/2"TYP. I I I I INTERIOR ALL N ACQ 2X4 SILL FRAMING EXPOSED CONCRETE APRON I 1 I PLATE FLOOR: 00 I 1 I 4"CONCRETE,WITH 6X6 WWF I ( 1 { ON DAMPPROOFING 3'-o" 3'-6° II j Garage Floor _ - - _ '- - _ j EL.20.5 .. o 13 0 ''; a - - - � � � i - I I I I � Garage Floor AVz b 8"CMU FOUNDATION -- i i . I I I II I I w - -A 11 - -I - - APRON p I - - -- -- - - - - - - - ' - i I iI Ali . i W 19'-6" E C PDAR h'/ 19'-6" 7r `g��P�C1 AR//ZG Trc.A 3cc Gara a Floor Plan p i g NorthM h Section through Garage 1 1/4" - 1'-0" 6 1/4" " West-East Section through Garage Exterior Finish Schedule, Garage Construction Exterior FinishColor Notes PROJECT i G H H G Garage Roof metal roofing House on WINDOW NOTES. Garage Fascia 1x Cedar 1. ALL WORK IS TO CONFORM TO ALL APPLICABLE REQUIREMENTS OF LOCAL GOVERNING CODES, NYS. Garage Wall Cedar siding stain color to be determined Tru m a n s Path , Garage DEPT, OF LABOR, INDUSTRIAL LABOR CODE, RULE 21, HEALTH CODE, FIRE DEPARTMENT REGULATIONS NBFU AND UTILITY CODES OSHA CODES AND NYS BUILDING 3 fs B ING CODES , 1 • Room Finish Schedule Garage � 2. ALL EXTERIOR WINDOWS AND GLASS BLOCK TO MEET LARGE MISSILE IMPACT TESTING AND420MPH 3 SEC. GUSTS. Finish I 3. SAFETY GLASS REQUIRED IN ACCORDANCE WITH NYSBC SECTIONS 714.2.6, 714.3,AND 2406, Room# Room Name Floor Base Trim Wall Ceiling Comments H GARAGE DOOR H 4. ALL CONTINUOUS INTEGRAL PULLS TO HAVE ROUNDED AND SMOOTH EDGES. 5. INTERIOR WINDOW SILL STOOLS AND APRONS SHALL HAVE CLOSED END CAPS, SAME GAUGE AS MOTOR STOOLS. IG01 I Garage I Concrete lExposed studs Exposed raftes DOOR NOTES. Door Schedule, Garage 1. ALL EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF 8.5 LBS,AS PER ANSI 117.1 Frame an�Lo�ckSet 2. THE HARDWARE FOR EXTERIOR CORRIDOR AND LOBBY DOORS SHALL HAVE PANIC HARDWARE AND Mark Room DoorType Dim Product Finish Trim Handle Note Garage Plans ALL DOORS SHALL HAVE HANDICAPPED ACCESSIBLE HARDWARE. (3 b 3. ALL EXTERIOR DOORS WITH GLAZING TO MEET LARGE MISSILE IMPACT TESTING AND-tefYMPH 3 SEC. H H GUSTS. 7 Garage Overhead sectional 13'x 7' Wayne Dalton Model 42 Stained- SUB xX painted Remote control SUB PANEL 4. ALL DOORS TO HAVE SAFETY GLASS IN COMPLIANCE WITH SECTION 2406(NYSBC). Door ELEC. 8 Garage Full Light Glass Door 36"x 80" ThermaTru Smooth Star S2000 Granite 1x2 painted Entry Kwikset Milan Lever 156MIL RDT Double pane insulated, LE VEHIC SMT 11 P(satin nickel) tempered CHARGER --f - - -�-4--- Project number 1556 F G Lighting Fixture Schedule,Garage Window Schedule,Garage Date 11/27/2019 Drawn by HA Q v Lighting Dimentions(w x Head Checked by GB Fixture# Lighting Fixture Type Product Finish Bulb Note Window# quantity Product h) R.O. Finish Glazing Sill Height Height Comments CV H Industrial Strip Light Lithonia Z1 LN 48",no reflector, or eq. 14 jAlpen Zenith ZR-6/625 Awning 147 1/2"X 23 1/2" 48"X 24" SilverthorneBalanced-6 Garage, Sill Heights: 4'-6"or 12'-6" _ 8 First Floor Electrical Layout , O 2 G CD N N Scale As indicated GENERAL NOTES: (AS PER CODE STATE OF NEW YORK AND AMERICAN FOREST&PAPER ASSOCIATIONS WOOD FRAME DESIGN CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS) TABLE R301.2(1) CLIMATE AND GEOGRAPHIC DESIGN CRITERIA studio a/b architects THE FOLLOWING NOTES ARE TYPICAL, REFER TO ATTACHED DRAWINGS FOR APPLICATION GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM ICE SHIELD FLOOD 1. DRAWINGS ARE NOT TO BE SCALED. USE DIMENSIONS ONLY. CONTRACTOR SHALL CHECK ALL DIMENSIONS AND SNOW SPEED DESIGN UNDERLAY HAZARD / i (mph) CATEGORY WEATHER- FROST TERMITE DECAY WINTER -MENT 651 West Main Street, LOAD() ( p ) CONDITIONS AT JOB SITE. ANY DISCREPANCIES OR OMISSIONS FROM PLANS AND/OR SPECIFICATIONS MUST BE CALLED TO ING LINE T (d) DESIGN / 6 Riverhead, NY 11901 THE ATTENTION OF THE RECORD ARCHITECT AND SAME CORRECTED WITHIN (5) DAYS AFTER CONTRACT HAS BEEN (g) REQUIRED 631 591 2402 G AWARDED. OTHERWISE CONTRACTOR WILL BE HELD RESPONSIBLE FOR SAME. DEPTH(b) TEMP. .OZ- 631 3231426 45lbs 130 C SEVERE 3'-0" MODERATE SLIGHT TO 11 YES N/A B Aglynis@studioabarchitects.com 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING AND PROTECTING ALL WORK TO HEAVY MODERATE B. 2 HOEDOWN,TYP. DURING CONSTRUCTION AGAINST DAMAGE, BREAKAGE, COLLAPSES, DISTORTIONS AND MISALIGNMENT ACCORDING TO ALL / 19'-6" mailing address: APPLICABLE CODES, STANDARDS,AND GOOD CONSTRUCTION PRACTICES. -;r- 41,S 1/2 ox 444 1/2"ANCHOR BOLT OO Bt NY 1957 3.ALL MATERIALS AND CONSTRUCTION TO BE INCORPORATED IN THE WORK SHALL BE IN STRICT ACCORDANCE WITH THE DESIGN -_� @4'O.C.,TYP. LATEST EDITION OF A.S.T.M. SPECIFICATIONS WHERE APPLICABLE AND SHALL CONFORM TO THE STANDARDS AND LOCATION LIVE DEAD DEFLECTION LIMIT _ _ - RECOMMENDATIONS OF THE VARIOUS TRADE INSTITUTES (A.C.I.,A.I.S.C., S.J.I., ETC.)ARE APPLICABLE. ALL MATERIALS USED IN A• O + + + + CONNECTION WITH THIS PROJECT MUST BE NEW MATERIALS UNLESS OTHERWISE STATED. SLEEPING 40LBS 10LBS U360 / + ROOM OTHER THAN SLEEPING 30LBS 10LBS U360 - 4.ALL DIMENSIONS AND CONDITIONS TO BE VERIFIED BY CONTRACTORS PRIOR TO CONSTRUCTION AND PRIOR TO ORDERING ATTIC(NON STORAGE) 10LBS 5LBS U240 / MATERIALS. ATTIC(STORAGE) 20LBS 10LBS U240 4 I. ROOF W/FIN. CEILING 20LBS(SNOW) 15LBS U240 �• . ` 5. CONSTRUCTION TO CONFORM TO NYS BUILDING CODE, RESIDENTIAL CODE, ENERGY CONSERVATION CODE, FIRE CODE, + PROPERTY MAINTENANCE CODE,PLUMBING CODE, MECHANICAL CODE, FUEL GAS CODE,[VILLAGE OF OLD FIELD CODE],AND ROOF NO FIN. CEILING 20LBS(SNOW) 7LBS U180 ' ALL OTHER CODES AND REGULATIONS HAVING JURISDICTION. SNOW LOADS HAVE BEEN ADJUSTED TO REFLECT THE SLIDEOFF FACTOR,AS A FUNCTION OF ROOF % = ' PITCH. 8 CMU / i FOUNDATION= '' : . . 6.THESE PLANS ARE DESIGNED TO MEET OR EXCEED THE REQUIREMENTS OF THE NEW YORK STATE BUILDING CODE. WHEN RAFTER SIZES MAY HAVE TO BE INCREASED TO ACCOMMODATE HIGHER SNOW LOADS. r 3 BUILDING IN ANY JURISDICTION, EITHER INSIDE OR OUTSIDE THE CODE,VARIATIONS MAY BE REQUIRED. IT IS THE WIND BORNE DEBRIS PROTECTION = = . r RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER TO VERIFY SUCH REQUIREMENTS WITH THE LOCAL CODE OR WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16"AND A MAXIMUM SPAN OF 8 FEET SHALL BE PERMITTED, i. 4"CONCRETE SLAB,. Owner: ENFORCEMENT OFFICER AND TO AMEND THE PROPOSED CONSTRUCTION AS SO REQUIRED. PANELS TO BE PRECUT TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. - M ON DAMPPROOFING Glynis Berry and 7. CONTRACTOR SHALL LOCATE AND IDENTIFY ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION. CONTACT ALL UTILITY FASTENER / Cl) ► ;:: Hideaki Ariizumi COMPANIES IF RELOCATION IS REQUIRED AND/OR REPAIRS. FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT 7 a, I i 24190 Main Road,Orient, NY 11957 <4 FOOT < PANEL SPAN < PANEL SPAN / tel 631 3231426 8.THROUGH 11. (NOT USED) - 02-G i <6 FOOT <8 FOOT i email g y i @ tudioabarchitects com I n's s 12.ASSUMED SOIL TO BE SAND OR GRAVEL,WITH MINIMUM TRACES OF DRY CLAY,WITH A MINIMUM BEARING CAPACITY OF 2 2 1/2"#6 WOOD SCREWS 16" 12" 9" i r' TONS/SQ. FT. 2 1/2"#8 WOOD SCREWS 16" 16" 12" 4 13. CONCRETE TO BE PLAIN, UNREINFORCED, MINIMUM 2500 PSI,28 DAY SOIL TEST, PREDICATED ON THE ABOVE SOIL a. THIS TABLE IS BASED ON 130 MPH WIND SPEED AND A 33-FOOT MEAN ROOF HEIGHT. Site: CONSUMPTION. IF OTHER SOILS ARE ENCOUNTERED, LOWER BEARING VALUES ARE TO BE ASSUMED AND THE FOUNDATION b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL / i - _ ; ;; property Tax Map#: MUST BE REDESIGNED. INDIVIDUAL SITE CONDITIONS MAY ALSO REQUIRE SPECIAL FOUNDATION DESIGN,WHICH IS THE c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS 3 _0 1000-31-12-9 RESPONSIBILITY OF THE PLAN PURCHASER OR BUILDER. d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO,THEY SHALL BE ATTACHED UTILIZING / + . i _CUT•=DOWN VIBRATION-RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. FOR-DOOR 14. STRUCTURAL STEEL TO BE ASTM A36. DETAILED, FABRICATED AND ERECTED PER AISC. e. WHERE MULTIPLE PANELS ARE NEEDED, USE 2X4 ALONG THE PANEL JOINT / site street address: i 1360 Trumans Path, East Marion, NY 11939 15.ALL WOOD FRAMING, INCLUDING JOISTS, BEAMS, POSTS, STUDS, ETC.,TO BE DOUGLAS FIR LARCH NO.2 OR BETTER /-� t-- = ---= .- - = = " -== _ ____------ (UNLESS -__"(UNLESS NOTED OTHERWISE) �. �-- �-,�- _ NAILING SCHEDULE 11 ---- -------- NAILING SCHEDULE Design Criteria AS PER AMERICAN WOOD COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS / ,`4 1/4"�-/ J W 6X6CWWFE APRON Visually graded lumber .. _ . : Douglas Fir Larch(#2 Surfaced Dry or Green @ 19%maximum moisture content) ON DAMPPROOFING. All values and factors are from the National Design Specifications for JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING Wood Construction NDS-2001. ROOF FRAMING - - RAFTER TO TOP PLATE(TOE- NAILED) 3-10d PER RAFTER No. Description Date Extreme Fiber Stress in Bending(Fb) CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-10d PER JOIST Single Members Repetitive use Factor Bending Stress CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 4-16d EACH LAP Member Fb(psi) = 0 (psi) 5 Fb (psi) CEILING JOIST LAPS OVER PARTITIONS FACE-NAILED 4-16d EACH LAP 2x6 850 x 1.30= 1105 x 1.15 = 1271 ( } 2x8 850 x 1.20= 1020 x 1.15= 1173 COLLAR TIE TO RAFTER(FACE-NAILED) 3-8d PER TIE 2x10 850 x 1.10= 935 x 1.15= 1075 BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 2x12 850 x 1.00=850 x 1.15= 978 n Foundation Layout RIM BOARD TO RAFTER END-NAILED 2-16d EACH END 1/4 LATERAL - 1�_0" Horizontal Shear Stress = Fv x CH= 190 psi WALL FRAMING Modulus of Elasticity = 1.60E+06 psi TOP PLATE TO TOP PLATE(FACE- 2-16d* PER FOOT 16.ALL LAMINATED VENEER LUMBER(LVL)SHALL MEET THE AMERICAN PLYWOOD ASSOCIATION (APA) ENGINEERED WOOD �I�-�ATES AT INTERSECTIONS(FACE NAILED) 4-16d JOINTS-EACH SIDE 5/8"DIA.ANCHOR BOLT @ SYSTEM (EWS)STANDARD PRL-501 WITH A STRESS CLASS OF 1.8E-2600F. STUD TO STUD (FACE-NAILED) 2-16d 24"O.C. 48"O.C. max. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C.ALONG EDGE 7"MIN. INTO CONC. 17.ALL PLYWOOD USED STRUCTURALLY SHALL MEET THE PERFORMANCE STANDARDS AND ALL OTHER REQUIREMENTS OF BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST,OR BLOCKING 2-16d PER STUD OR 15"MIN. INTO GROUTED APPLICABLE U.S. COMMERCIAL STANDARDS FOR THE TYPE, GRADE AND SPECIES OF PLYWOOD AND SHALL BE SO IDENTIFIED (FACE-NAILED) CELLS 4"CONC SLAB W/6X6 WWF WASHERS BY AN APPROVED TESTING AGENCY. BOTTOM PLATE TO FLOOR JOIST,BANDJOIST,ENDJOIST, OR BLOCKING 2-16d*A PER FOOT NOT MORE THAN 12"FROM ON 6 MIL POLYETHYLENE MUST BE (FACE-NAILED) CORNERS,TYP. DAMPPROOFING INSTALLED 18.ALL WALL SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI WITH A ON UNDISTURBED OR BETWEEN WASHER MINIMUM THICKNESS OF 15/32". THE PANELS SHALL BE APPLIED WITH THE LONG DIMENSION ACROSS THE STUDS. FLOOR FRAMING RECOMPACTED SOIL BOLT HEADS MUST BE JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-10d PER JOIST OR NUTS � INSTALLE 19.ALL FLOOR AND ROOF SHEATHING SHALL BE APA RATED STRUCTURAL PANELS CONFORMING TO PRODUCT STANDARD PSI BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END TERMITE SHIELD AND WOOD D HERE WITH A SPAN RATING CONSISTENT WITH ITS INTENDED USE AND A MINIMUM THICKNESS OF 15/32"(19/32"FOR FLOOR BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END -� SHEATHING). BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH BLOCK -x-x-x x-x-x-X- _`t 20.THROUGH 30. (NOT USED) LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d EACH JOIST JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST %��%��%��i�%�%��i;��%��;i;��% y 31. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY AND BLEND INTO EXISTING CONDITIONS. 8 CMU FOUNDATION BAND JOIST TO JOIST(END-NAILED) 3-16d PER JOIST WALL W/2-#4 REBAR 32.ALL FOOTINGS TO REST ON VIRGIN, UNDISTURBED SOIL. BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d* PER FOOT z @ 8"O.C. �, H 0'-8' IN GROUTED CELLS, o � 33. FOUNDATIONS AND FOOTINGS SIZED FOR BEARING ON VIRGIN SOIL AT MINIMUM BEARING CAPACITY OF 2 TONS PER ROOF SHEATHING - TYP' SQUARE FOOT WITH A MINIMUM OF 3'-0"COVER. STRUCTURAL PANELS 10d 6"EDGE/6"FIELD M 34. PIER FOOTINGS SHALL EXTEND 6"FROM FOUNDATION ON ALL SIDES AND SHALL BE 12"THICK. 2-8d PER SUPPORT (.0% ` S 3-8d PER SUPPORT -_I 35.ALL EXTERIOR FRAMING,AND INTERIOR FRAMING DIRECTLY CONTACT TO CONCRETE OR MASONRY, SHALL BE ACQ TREATED LUMBER. FASTENERS TO USE WITH THE TREATED LUMBER SHALL BE STAINLESS STEEL, OR OTHER APPLICABLE 12" Simpson Strong- WALL SHEATHING MATERIAL. STRUCTURAL PANELS 10d 3"EDGE/12"FIELD MIN. D1 �,��RED q,q�, 36.ALL HEADERS TO BE(2)2 X 8 UNLESS OTHERWISE STATED. GYPSUM WALLBOARD 5d coolers 7"EDGE/10"FIELD n TYPICAL CMU GARAGE FOUNDATION Typical Holdown Detail 37.ALL HEADERS TO BE SUPPORTED BY DOUBLE STUDS(TYP), UNLESS OTHERWISE STATED. 1/2 - 1 -0 U 6" = 1'_Q" CEILING y i, 38. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND FLOOR OPENINGS AND UNDER ALL POSTS AND PARTITIONS GYPSUM WALLBOARD 5d coolers 7"EDGE/10"FIELD (P RUNNING PARALLEL TO SAME. y 0 378 pQ' 39. BRIDGING TO BE EITHER SOLID, 1"X 3"OR 18 GA. CROSS BRIDGING, MIN 8'-0"O.C. r Fo NE�y FLOOR SHEATHING 40.ALL STRUCTURAL WOOD SHALL BE KEPT 2"BACK FROM CHIMNEYS. STRUCTURAL PANELS 1"OR LESS 8d 6" EDGE/12" 41. JOISTS HANGERS, ETC.TO BE "SIMPSON STRONG TIE"OR APPROVED EQUAL FOR FLUSH STRUCTURAL CONNECTIONS. GREATER THAN 1" 10d 6" EDGE 16"FIELD 42. FIRE BLOCKING TO CODE R301.11. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"O.C..AT PANEL EDGE. IF WALL SHEATHING IS 43. INSTALL WALL TO FLOOR AND WALL TO WALL CONNECTION STRAPPINGS ON THE EXISTING SHEATHING AT EVERY STUDS NAILED 3"O.C..AT PANEL EDGEROOMS OTHER THAN SLEEPING TO OBTAIN HIGHER SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE CONNECTORS, SUCH AS SHEAR 44. INSTALL HURRICANE TIES AT EVERY RAFTERS PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH PROJECT " WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE House on PERMITTED TO BE REDUCED TO 1-16d NAIL PER FOOT. Trumans Path , Garage WALL OPENING MEMBER SCHEDULE ROUGH OPENING HEADER HEADER TO NUMBER OF SILL SILL TO WALL SPAN WALL JACK STUDS CONNECTION CONNECTION 8'>=W>6' (2)-2X12 OR 8-16d END- (1)-2X6 (2)-2X6 (3)- 16d (2)-MICRO 13/4"X TOE-NAILED 9 1/4"OR LARGER @EVERN LTS @EVERY 6'>=W> 4' ((2)-2X10 OR 6-16d END- (1)-2X6 (2)-2X6 (3)- 16d LARGER TOE-NAILED 4'>=W (2)-2X8 OR 4-16d (1)-2X6 (2)-2X6 (2)- 16d ,IMPSON H2 Structural Notes LARGER TOE-NAILED @EVERY SIMPSON H7 UPLIFT CALCULATION, MONOSLOPE ROOF @EVERY Tu =Wuplift x (16/12) x U2=36 psf x(16/12)(17.25 ft)/2=4,4 STUD SPACING SAME AS TRUSS/RAFTER SPACING INSTALL SIMPSON H1 HURRICANE TIE AT EACH RAFTER END. (NTS.) LATERAL LOAD CALCULATION, FOUNDATION HOLDOWN Project number 1556 HOEDOWN FORCE=VxH =6347 Typical Wall to Roof Connections at outer Date 11/27/2019 n wall INSTALL SIMPSON HD10A HOLDOWN AT END OF SHEAR WALL 1/2" = 1'-O" Drawn by HA Q M LATERAL LOAD CALCULATION, FLOOR TO FLOOR Checked by GB 1P CONNECTION N HOLDOWN FORCE=VxH=3986 rn A . N INSTALL SIMPSON FTA5 FLOOR TIE ANCHOR AT END OF EACH w SECOND FLOOR SHEARWALL. Q Scale As indicated