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�o�gUFFOt�COG Town of Southold 11/11/2020 a P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41594 Date: 11/11/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 335 Arshamomaque Ave., Southold SCTM#: 473889 Sec/Block/Lot: 56.-2-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/9/2019 pursuant to which Building Permit No. 44377 dated 11/4/2019 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: one family dwelling with unfinished basement, covered front porch,rear deck and attached two car garage as applied for. The certificate is issued to VanMater,Robert&Anne Marie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0102 10/28/2020 ELECTRICAL CERTIFICATE NO. 44377 7/1/2020 PLUMBERS CERTIFICATION DATED 9/18/2020eor e erry, Jr. 1 A o Si ature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44377 Date: 11/4/2019 Permission is hereby granted to: VanMater, Robert 400 Mockingbird Ln Southold, NY 11971 To: construct a single family dwelling as applied for. At premises located at: 335 Arshamomaque Ave., Southold SCTM #473889 Sec/Block/Lot# 56.-2-15 Pursuant to application dated 10/9/2019 and approved by the Building Inspector. To expire on 5/5/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,072.00 CO -NEW DWELLING $50.00 Total: $2,122.00 B .Iding Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALO, 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. /612 1Z 6 l 9 New Construction: Old or Pre-existing Building: (check one) Location ofProperty: 3��r / A M ip c/.45-- AyAC-5 House No. Street Hamlet Owner or Owners of Property: QN/�E ,E����� —1/•�?NMAQ Suffolk County Tax Map No 1000, Section Block Oz Lot /: Subdivision /ylQp a� �i�,h'lr/,/�/Il �I'7.�/ 0S' Filed Map. /�72 Lot: Date of Permit. __Applicant: Permit No. —- , Health Dept. Approval: AP ld-/f-0/0 Z/'���/ Underwriters Approval: Planning Board Approval: �dl� v Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature Building,Department Application AUTHORIZATION (Where the Applicant is not the Owner) residing at_ ffS 7 4A?-Vm e-am w(v vj-z (Print property owner's name) (Mailing Address) do hereby authorize (Agent) to apply on my behalf to the Southold Building Department. 1,21, 9 (Owner's Signature) (Date) AML/-1�7 (Print Owner's Name) so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 roger.riche rt(a)-town.soLithoId.n us Southold,NY 11971-0959 y COO, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Robert VanMater Address: 335 Arshamomaque City: Southold St: New York Zip 11971 Budding Permit#. 44377 Section. 56 Block- 2 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Pumillo Electric License No: 2300-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200a Heat gas Duplec Recpt 42 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser 1 Single Recpt Recessed Fixtures 28 CO Detectors Sub Panel A/C Blower 1 Range Recpt elec Fluorescent Fixture Pumps Transformer AppliancesN46 Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock Exit Fixtures TVSS Other Equipment- 6-combination smoke /co detectors, 5-floodlights, washer/dryer-gas, electric range,range hood,2-bath fans,4-paddle fans, 17-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: Zug Date: July 12020 81-Cert Electrical Compliance Form As Town Nall,53095 Main Road P.O.Box 1179 �� Fax(631)765-9502 Telephone(631)765-18023 Southold,Now York 13.971-095"9 BUILDING DEP ARTMENTI QST OF SOUMOLD CES>IFIL _9 ION Date:_- �Zq X77 Colease pri3t) Plmber-r7eon�e-'-( sf=�Cy�--7 (please pdt) I certify that 1he solder used in the mater supply system conmiw lass tl 2/1-0 of No lead. om to before me Ibis f day O§Pd NOWY ', Omo tj NotaTyFu Jcolumty - ti��a # * TOWN-OF SOUTHOLDD-BUILDING DEPT. 765-1802 INSPECTION ' ' FOUNDATION 1 ST [ ] ROUGH PLBG. [ �IKOUNDATION 2ND [ ] INSULATION/CAULKING, [V] FRA MING'/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]' FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FI AL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR -1117,a�'yoyta U U/ *OF SO(/T # # TOWN OVSOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION - [ ] FOUNDATION 1ST [ 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 RE RKS: vi/ MA.,.z2 (v DATE INSPECTOR OF SOUTh°!o # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 'INSPECTION 11 [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL - [ ] FIREPLACE & CHIMNEYS [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE �I �® INSPECTORT4 o��OFSOGI�o TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL n/D [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 V eAl& 0 DATE Y INSPECTOR OL IL R .lB a .. q AIR ir r t s. IF R- arm R if, A ;fig, Condon Engineering, P.C. New York State Licensed Professional Engineers 1755 Sigsbee Road 631-298-1986 Mattituck,New York 11952 Fax 631-298-2651 www.condonengineering.com April 14, 2020 Mr. Mike Verity Building Department Town of Southold Town Hall P.O. Box 1179 Southold, NY 11971-0959 Re: VanMater Residence—355 Arshamomaque Avenue,Southold, NY Dear Mr. Verity: I reviewed the insulation installation performed at the above referenced property on April 3, 2020. Based on my observations and to the best of my knowledge, the insulation is installed in accordance with the 2015 International Building Code and NYS 2017 Uniform Code Supplement. Please call me if you have any questions. Very Truly Yours, Jo �. ondon, P.E. of NEW �pSEPH 081912 <*K �p�OFESSION��/ Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 335 Arshamomaque Avenue,Southold Test Date 6/2/2020 Building Permit#: 44377 Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Height Volume ❑ Conditioned Basement Basement ❑ Conditioned Crawl Space 1St 1808 16272 ❑ Sealed Attic 2nd 0 *The conditioned floor area of dwelling is calculated in 3rd 0 accordance with ANSI Z765,except that conditioned floor Attic 0 area includes areas where the ceiling height is less than 5 Total Volume 16272 CFM @50 pa 8051 Air changes/hr@5 a 2.9)7 ()V),A-- Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement •------------------------- Floor Area 1808 Leakage CFM @ 25pa 59 CFM/100 ft2 CFA 3.26 Code Compliance: Pass System-2: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: N/A System-3: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ft2 CFA Code Compliance: N/A Building envelope tightiness has been verified using instruments and procedures specified in ASHARE/ASTM E779 or ASTM E1827 as required by 2015 IECC as amended by the 2016 New York State Supplement, section 402.4.1.2. The building duct and plenum system has been verified as required by the 2015 IECC as amended by 2016 New York State Supplement,Section 4033.4. Signature: Date: 6/2/2020 Christopher Silvia,Home Energy Solutions DOUGLAS C. H MIG - ARCHITEECT 903 Paumanack Village Drive, Greenlawn,NY 11740-2409 dougharing_@Mail.com 631-304-8646 Cell December 06,2019 Southold Town Building Department 54375 NY-Route 25 Southold,NY 11971 Re: Anne VanMater 335 Arshamomaque Avenue Southold,NY 11971 Dear Sir, This is to certify that on Thursday, 12/5/19. I witnessed and inspected the pouring of the concrete foundation walls,the podging and water proofmg was done the next day. Everything was done according the 2015 international building code and local codes Yours truly, Douglas C. Haring Architect ER lv(J` �JG .yR�yi re � 0 CPI �' ' ' DEC 1 3 2019 FIELD INSPECTION REPORT ATE COMMENTS /tst 1 A- FOUNDATION (IST) 2t&- `' y z, -------------------------------------- FOUNDATION (2ND) ?ab4mlvu S° z 0 um 9&ssvvev� H ROUGH FRAMING& IUS ®K- 1� 6 PLUMBING y on awl oo r r INSULATION PER N.Y, y STATE ENERGY CODE 1h o06% ut 7/V' mr✓ . FINAL ' d ADDITIONAL COMMENTS �b B IIL J� z - ! - c, as c 7 - �ro p (� H p O Z a � H a x d 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) 765-9502Survey Southoldtownny.gov PERMIT NO. I �� Z Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Examined '-20r Flood Permit Single&Separate Truss Identification Form ' � r 1 Storm-Water Assessment Form OCT - 9 2019 }_•' 1 1 Contact: Approved 20 Mail to;AA/V Disapproved a/c Phone: hV o4,:9,,wY 11971 Expiration• 20 Building I spec or OCT 2019 'APPLICATION FOR BUILD G PERMIT` . ,,,13o 20 / 9 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 shal I be kept on the premises available for inspection throughout the Work. e.No building shall be occupied`or used in whole or-hi part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy, ~' f. Every building permit shall expireff the•woi°k•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 amendme'nts'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. (Signature of applicant or name,if a corporation) (Mailing address of applicant) �f • I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder O MER Name of owner of premises �4AWA N&N,/,�,;2 F/Z! (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. fid•'_ Other Trade's License No. 1j , I 1. Location of land on which proposed work will be done: " zouzy House Number Street A,arlet .. •itis Yet 4: esA F�J p�C.'i.'mi:s �.�` J - t \17 Count Tax Ma No. 1000 Section ` of�' County p ,( Block;�, ,;��t�-�.. Lot I Subdivision- Filed Map No. Lot 3//6 j 4.6 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy 1/V C>A/lrq' Lb 7- 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 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units CA4± C1j Number of dwelling units on�ach floort11_125 If garage, number of cars CU r 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth ' Height - Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height ,, . Number of Stories g 8. Dimensions of entire new construction: Front Rear 4 d. D Depth Height / A)r" - Number of Stodos' 9. Size of lot: Front 75-,,_Rear 97. -�7 9 Depth7 -S7: Jr?!`S) 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 NO X 13. Will lot be re-graded? YES NO X Will excess fill be removed.fromn,premises? YES NO 401 ed%e 14. Names of Owner of premises oiVyH4r:69 Address 040 NY 11371 Phone No.6-1 ?V (74P-Z Name of Architect P.Q[l& C. Iya.pl Address one No 443 X65 Name of Contractor Address Phone-No.' 15 a. Is thisP roperty within 100 feet of a tidal wetland or a freshwater wetland? *YES NO , * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C. PERMITS MAY EE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES N0- * 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 A"' * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF8,hTaX) ANAL Nlo1,LC WVtMOjjeK -being duly'sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the COrfi�" eT0% (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and,file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in.the application filed therewith. Sworn to before me this P day of OCru-ff�T�. 20 - MICHAELA.KIMACK }wry public,State of New York o'v, ^�— NO.02Ki505 Notary Public dual fled in Nassau County , Signature of Applicant -Commission Expires March 1 A.3=3 r� -Scott A. Mussell ,� °Su FFQ'� STO)E LIM[WA IER SUPERVISOR ( r E NT z I��l[A\1�A\ G�EMt] � SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of So u th o l d ',iCHAPmER 236: - STORMWATER MANAGEMSENT WMA MEET' Li J 0 CT 15 2019 - ( TO BE COMPLETED BY THE APPLICANT ) T -T\77 ;4`,DOES,DOES THIS PROJECT INVOLVE ANY of TI� ,-Yes Nb (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 f filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑o C. Site preparation on slopes which exceed 10 feet vertical rise to : 100 feet of horizontal distance. EIR D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ( ❑0 E. Site preparation within the one-hundred-year floodplain 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 : S 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 Department with your Building Permit Application. - - ----- - ---- -- _ -- S.C.T.M. #: 1000 Date: APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) District NAME: A JAJAn i M,4a Block Lot (Sim—W / max*:;FOR BUILDING DEPARTMENT USE ONLY Contact Information. Cidcpharrc Numbcd JJ- Reviewed By: 0GuUCA — — — — — — — — — — — — — — — — — — Date: W 'R— �� Property Address /Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. 4?0,6 AXE St— water Management Control Plan Not Required. fQ U, oLb Ny Lf 97! Stormwater Management Control Plan is Required. bA/(Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M.#: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) —p„cy-- ZZW Q k _ Z /-f Stormwater Management Control Plan CHECK LIST NAME: dWN)V44&ZVf��l//yiSi, Section Block Eat S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Please P-1 Date- * The applicant must provide a Complete Explanation and/or Reason for not providing all Informaticin that has been Required by the following Checklist! �I$nalllrC 7 I pl on Number 1. A Site Plan drawn•to scale Not Less that 60'to the inch MUST YE NO NA If ou answered No or NA to any Item, Please Provide Justification Herel show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage, c, Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I. Location of proposed Swimming Pool and discharge ring. j, Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2, Stormwater Management Control Plan must Include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) ` d. Leaching Structures (e. . infiftration basins,swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY F El Additional Information is Required. Reviewed & 1 Stormwater Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - - - - - - - - 1Stormwater Management Control Plan is Complete. Date: i SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 ` �O�OSufFp(�-CO BUILDING DEPARTMENT- Electrical Inspector Gy TOWN OF SOUTHOLD o Town Hall Annex - 54375 Main Road - PO Box 1179 N Southold, New York 11971-0959 4,- �oo�� Telephone (631) 765-1802 - FAX (631) 765-9502 ' rogerr(a-southoldtownny.gov - sea nd(cDsoutholdtownny.-go v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFOATIO (All Information Required) Date: 7J/11 Company Name: Name: �- o 0 \ �i-L, .' 7 o License No.: k=, email: Address: 60X &F2-- /u Phone No.: 5-16 q01L'— / JOB SITE INFORMATION (All information Required) Name: Address: �rcP Cross Street: f2-b Ccs`' Phone No.: y-IZ-U p G Bldg.Permit #: email: Tax Map District: 1000 Section: Block: LotJ-5 BRIEF DESCRIPTION OF WO (Please Print C71eq-41y) 011-1 -7%0��Vc� a c- Circle All That Apply: Is job ready for inspection?: YESNO Rough In Final Do you need a Temp Certificate?: (��/ NO Issued On Temp Information: (All information required) ervice Size 1 P 3 Ph Size:�_A # Meters�_ Old Meter# jw:Srvic - Fire Reconnect - Flood Reconnect - Service Reconnected - Underground erhea # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection Form As l` o�SUFFot,(..oG Town Hall Annex �� .¢ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O. Box 1179 cm to 2 Southold, NY 11971-0959 Dy • �� dol � Sao BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION -Date: _ � b Zka 9 J � Owner: �i(lN.� /`l��Zl VAlVMA1z�1Z Location of Property: 33.5 4&,J-,VA 1.10&4QVX "V J-D f7V ah1P Please take notice that the (check applicable line): 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: Name (person submitting this form): ,VNL- V,4AIlf#,rOA Capacity (check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 y'tr � �`•�'��, trry �t'•�.3'•f{tt t ..,+t .:- r'✓�f �l � a • %+`•r�'"J" �� ''FF`�l ��,.r as r 1�.ya': .3L�' � �j • i.. • 1:ff F,;ir:. ,i�+t t y F a;{Y '� rr"�i 4.�+ t Li �°"n S'.;. •'fit' Q L�', ,TM{ `SAS. �f i 7 fir,: .r'. i C 1 ■ e 1 - �` • • c. A21 Ikkzwilb oF soUry®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �� October 30, 2020 BUILDING DEPARTMENT TOWN OF SOUTHOLD Ann Marie VanMater 335 Arshamomaque Avenue Southold, New York 11971 RE: 335 Arshamomaque Avenue, Southold Note: See attached copy of inspection ticket. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (631-765-1802) A fee of$50.00. X— Final Board of Health survey. Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892) Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Storm Shutters required for all glazing Energy Test Results and Manuals required Final elevation certificate from surveyor. Spray Foam Insulation Certification from a NYS licensed architect or Engineer BUILDING PERMIT: 44377-Z New Dwelling 144:3q VANMATER 335 Arshamomaque Avenue Southold, NY 11971 631-765-6114 February 6, 2020 Mr.John Jarski Southold Town Building Dept. P.O. Box 1179 Southold, NY 11971 Dear Mr.Jarski, Re: New Construction Home at 335 Arshamomaque Avenue,Southold Regarding the issue of the egress from the basement, we intend to build a wall (to code)to separate+the garage from the stairs going into the basement. There will be an exit door at the top of the basement stairs out onto the front porch as discussed. Please call me if you have any questions. My cellphone is 631-921-6577. Sincerely, Robert A.VanMater Home Owner FEB - 7 2020 '•¢iij r% '<' 'I ;~Fay.P�h`iR.�S...t2..x+ Hamlet Title Agency, Inc. 601 Portion Road, Suite 207 P- 631-654-5666 Lake Ronkonkoma, ICY 11779 Ii- 631-654-8555 Maw.HamletTitle.Qrn As Agent for First American Title Does hereby certify to: THE TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1954 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1954 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the"owners of the premises described herein have the same in single and separate ownership as defined by law during this,period of time, except as otherwise shown herein." THIS Company's liability is limited to One Thousand ($1,000.00) Dollars for negligence only. NO policy of insurance is to be issued hereunder. Title Number: HTA-5786-S Premises: 335 Arshamomaque Avenue, Southold,New York District: 1000 Section: 056,00 Block: 02,00 Lot: 015.000 z Mi6jlnela P1, .,za, a• sl lei 1-lani,�Jet ThIc Agency, In , 1, Agent for First Apierigan Title Swt)z t o before mc-tl Is �`, BROOKE FtOMANO f �; Of Octo�ei'y ' 19 Notary Public,State of New York Reg.No,01806383334 -r� rQualified in Suffolk County 1)X Id! r� (Commission Expires 1111312022 Notary Public ' Chain of Title for Subject Premises: 1000-056.00-02.00-015.000 Lot No.: 6 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 Liber: 1709 page 579 John J. Nickles as executor Deed Of LWT of Grace R. Lewis Dated: 12/20/2012 To Recorded: 1/30/2013 John J. Nickles Liber: 12719 Page 137 Grace Rogers°a-a Grace R. L d ed 1<aullolk Cc Surrogate No. 123P98 John J. Nickles Deed - To Dae : 12/20/2012 Frost Road Associates LP RecBWed: 1/30/2Q� Liber; 127'—T9 Page 136 LAST DEED OF RECORD *zzl,.Preside) ,MichHamlAgent for First Anncrcante Sworn to before me this 71,i day of Octobe)7�N 9BROOKE ROMANO 1 Notary Public,State of New York Reg.No,01806383334 �. J I Qualified In Suffolk County 1_ Commisslon Ex iras 11/13/2022 otary"T'ublic Chain of Title for Premises to the North: 1000-056.00-02.00-014,000 Lot No.: 5 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R, Lewis aka Grace R. Nickles) Grace R. Lewis flea Grace R. Nickles Deed Dated: 2/26/1971 To Recorded: 3/3/1971 John J. Nickles Grace R. Lewis Liber: 6894 Page 58 John J. Nickles as surviving joint tenant of Deed Grace R. Lewis , deceased 11/7/1997 Dated: 9/25/2009 To Recorded: 9/25/2009 John J. Nickles Jr, Liber: 12601 Page 219 John J. Nickles as surviving joint tenant of Correction Deed Grace R, Lewis , deceased 11/7/1997 Dated: 10/10/2009 To Recorded: 10/16/2009 John J. Nickles Jr. Liber: 12603 Page 288 "given to correct description in Liber 12601 page 219 LAST DEED OF RECORD Mtcha�la 1preside Hamlet 'itle Agency, Inc. as Agent for First American Title Sworn to before me this BROOKE RON{ANO 7th day of October, 2,,0 19 {dotary P010,State of New York Reg,No,01 ROO;383334 Quellned In suffol County (JN4ct gMmloolon eolra9'li1�13/2022 y Public Chain of Title for Premises to the South: 1000-056,00-02,00-016.000 Lot No.: 7 "Map of Beixedon Estates " Filed; March 16, 1946 Map No,: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R, Lewis aka Grace R. Nickles) Grace R. Lewis flea Grace R, Nickles Deed To Dated: 2/26/1971 John J. Nickles Recorded: 3/3/1971 Liber: 6894 Page 69 John J. Nickles Deed To Dated: 2/12/1997 Jonathan V. Jacobs Recorded: 2/21/1997 Kathryn G, Jacobs, his wife Liber; 11817 Page 425 **conveys ''/2 interest John J. Nickles Deed To Dated: 1/13/1998 Jonathan V. Jacobs Recorded: 1/29/1998 Kathryn G. Jacobs, his wife Liber: 11875 Page 554 **conveys remaining '/s interest Jonathan V. Jacobs Deed Kathry i-0-7—ac, s, his wile Dated; 1/5/1999 To T Recd; 3/12/199 Kat(lryn G. Jacobs Liber: 11950 Page: 991 �1 -- AI Mic�iacla P azza, Pres`1 I 'Hamlet Tithe Agency, 'Zc. as Agent for First American Title Sworn to before me this 71h day of Octobe', 2019 sRool<tw IzoMANO / / //J Wtaty Public,$into of Nuw York l ys��f /<� (� Reg,Mo,0Sud0k Count talu11 otl l7 Suffolk County Notary Public -� �prnn�lr�lnn rn91roe 1t/'t3�2U2z Chain of title for premises to the South continued,,... Kathryn G. Nickles flea Kathryn G, Jacobs Deed To Dated: 3/1/2013 Jeanne M. Priola as to 2/3rd interest Recorded: 3/14/2013 And Mark A. Brent as to 1/3 interest Liber: 12723 Page 541 LAST DEED OF RECORD Michaela Pi zz , 'res]e Hamlet Titl Agency, C. s Agent for First American Title Sworn to before me this BROOKE ROMANO 7th day of Octoh 2019 Notary Public,State of Now York Reg,Ido.01 ROU83334 Qualified In suffoul county r ,;�1��,t,, _� ' �i •. Cunut�l�lon t«stpirna 1111�I�U22 otary Public Chain of Title for Premises to the East; 1000-066.00-03.00-015.000 Lot No.: 6 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated; 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA, Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R. Nickles) John J. Nickles as executor Deed Of LWT of Grace R. Lewis Dated: 12 0/2012 To John J. Nickles Recorded: , 0/2IJ1 Liber: 12719 Page 157 John J. Nickles y D To ed - � _ -�Dated==1=�2/20/2012 Frost Road Associates LP — Recorddd 1/30/20°13 Liber; 12719�Page'l35 Frost Road Associates LPy DeedR To Dated: 4/30/2019 John J. Nickles Recorded: 5/14/2019 Liber: 13011 'Page 906 John J. Nickles To Deed Robert A. VanMater Dated: 6/20/2019Recorded: 8/27/2019 Anne-Marie VanMater, husband and wife Liber; 13026 Page 21 LAST DEED OF RECORD 'a M>chaela 1.rr�z Proside11 Hamlet Title 1},ency, Inc. as Agent for First American Title Sworn to before me this BROOKE ROMANO �7tb day of October, 2019 Notary PubOc,stato of Now York Rog.No.01ROi,1333334 Qua1IW In SO*County Cummi"ion Explru*11/13/2022 Notary 1'GIblie Chain of Title for Premises to the West: 1000-066.00-02.00-066.000 Lot No.: ROW/Arshamomaque Avenue "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R. Nickles) LAST DEED OF RECORD SUFFOLK COUNTY SURROGATE COURT INDEX NO. 123P1998 for Grace R. Lewis , DOD 11/7/1997 attached for reference. r Mich'ncla iGzzh, Pres'tde� _ l-ianilct Title'Agency, Inc. as Agent for First American Title Sworn to before me this 7th day of 0atot er, 2019 BROOKE:ROMANO / 111111 PuIIII,State of Now York y U / Req,No,01ROU383334 Notary PublicCommion expiree11113/2022 Hamlet Title Agency, Inc. 601 Portion Road, Suite 207 P- 631-654-5666 Lake Ronkonkoma, NY 11779 F- 631-654-8555 www.HamletTitle.com As Agent for First American Title Does hereby certify to: THE TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1954 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1954 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the "owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein." THIS Company's liability is limited to Twenty five Thousand ($25,000.00) Dollars for negligence only. NO policy of insurance is to be issued hereunder. Title Number: HTA-5786-S Premises: 335 Arshamomaque Avenue, Southold,New York District: 1000 Section: 056.00 Block: 02.00 Lot: 015.000 Nichael Piazza r ident amlet itle Agency, Inc. as Agent for First erican Title Sworn to before met is 1 s d f Oc ber, 2019( M�— N tary Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01C06372823 Commission Expires March 26,20 ZL- Chain of Title for Subject Premises: 1000-056.00-02.00-015.000 Lot No.: 6 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 Liber: 1709 page 579 John J.Nickles as executor Deed Of LWT of Grace R. Lewis Dated: 12/20/2012 To Recorded: 1/30/2013 John J. Nickles Liber: 12719 Page 137 *Grace Rogers aka Grace R. Lewis died 11/7/1997, Suffolk Co Surrogate No. 123P98 John J.Nickles Deed To Dated: 12/20/2012 Frost Road Associates LP Recorded: 1/30/2013 Liber: 12719 Page 135 Conveys 99% interest only. (covers premises and more– 1000-056.00-02.00-013.000, 105.000 and 014.000) Frost Road Associates LP Deed To Dated: 4/30/2019 John J. Nickles Recorded: 5/14/2019 Liber: 13011 Page 90 Conveys subject premises only 1000-056.00-02.00-015.000 John J.Nickles Deed To Dated: 6/20/2019 Robert A. VanMater Recorded: 8/27/2019 Anne-Mar' a er, husband and wife Liber: 13026 Page 21 LAST ED OF RE ORD Michaef/a a, Pres' Hamlet Til le Agency, Inc. as Agent for First American Title Sworn to before met s 2P a Octo P019 Y�— N4ry Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 006372823 Commission Expires March 26,20 L-1� Chain of Title for Premises to the North: 1000-056.00-02.00-014.000 Lot No.: 5 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R.Nickles) Grace R. Lewis fka Grace R. Nickles Deed Dated: 2/26/1971 To Recorded: 3/3/1971 John J. Nickles Liber: 6894 Page 58 Grace R. Lewis John J. Nickles as surviving joint tenant of Deed Grace R. Lewis , deceased 11/7/1997 Dated: 9/25/2009 To Recorded: 9/25/2009 John J.Nickles Jr. Liber: 12601 Page 219 John J.Nickles as surviving joint tenant of Correction Deed Grace R. Lewis , deceased 11/7/1997 Dated: 10/10/2009 To Recorded: 10/16/2009 John J.Nickles Jr. Liber: 12603 Page 288 **given to correct description in Liber 12601 page 219 LAST DEED OF RECORD Mic a & Piazza, si ent Ha let/Title Agency, Inc. as Agent for First American Title Sworn to before me t is T;1 October 2019 N tary Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20 LIL- Chain of Title for Premises to the South: 1000-056.00-02.00-016.000 Lot No.: 7 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R. Nickles) Grace R. Lewis fka Grace R. Nickles Deed Dated: 2/26/1971 To Recorded: 3/3/1971 John J.Nickles Liber: 6894 Page 69 John J.Nickles Deed To Dated: 2/12/1997 Jonathan V. Jacobs Recorded: 2/21/1997 Kathryn G. Jacobs,his wife Liber: 11817 Page 425 **conveys %2 interest John J. Nickles Deed To Dated: 1/13/1998 Jonathan V. Jacobs Recorded: 1/29/1998 Kathryn G. Jacobs,his wife Liber: 11875 Page 554 **conveys remaining 1/2 interest Jonathan V. Jacobs Deed Kathryn G. Jacobs,his wife Dated: 1/5/1999 To Recd: 3/12/199 Kat n G. Jacob Liber: 11950 Page: 991 Mida a Piazza, Pr i ent Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before m4thi 21Ncto 9 Not try Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 CO6372823 Commission Expires March 26,202— Chain of title for premises to the South continued..... Kathryn G. Nickles fka Kathryn G. Jacobs Deed To Dated: 3/1/2013 Jeanne M. Priola as to 2/31d interest Recorded: 3/14/2013 And Mark A. Brent as to 1/3 interest Liber: 12723 Page 541 LAST DEED OF RECORD c la Piazza, sident amt Title Agency, Inc. as Agent for �Irst American Title Sworn to before me t s 2 st da of Octoer, 2019 ��Jtary Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 'Commission Expires March 26,20 Chain of Title for Premises to the East: 1000-066.00-03.00-015.000 "Described Property" Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R.Nickles) John J.Nickles as executor Deed Of LWT of Grace R. Lewis Dated: 12/20/2012 To Recorded: 1/30/2013 John J. Nickles Liber: 12719 Page 137 John J.Nickles Deed To Dated: 12/20/2012 Frost Road Associates LP Recorded: 1/30/2013 Liber: 12719 Page 136 LAST DEED OF RECORD (cover premises and more) �a�z� — Micae Piazza, Presi e t Ham et itle Agency, Inc. as Agent for First erican Title Sworn to before me this 21 y cto r, 19 Not y Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20 Z� Chain of Title for Premises to the West: 1000-066.00-02.00-066.000 Lot No.: ROW/Arshamomaque Avenue "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R.Nickles) LAST DEED OF RECORD SUFFOLK COUNTY SURROGATE COURT INDEX NO. 123P1998 for Grace R. Lewis , DOD 11/7/1997 attached for reference. Micha la i zza, Pres' t Haml t Title Agency, Inc. as Agent for First A erican Title Sworn to before me this 21 t y f ctobe , 2 19 Not iry Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,201- Hamlet Title Agency, Inc. 601 Portion Road, Suite 207 P- 631-654-5666 Lake Ronkonkoma, NY 11779 F- 631-654-8555 ` vAv.HamletTide.com As Agent for First American Title Does hereby certify to: THE TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1954 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1954 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the "owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein." THIS Company's liability is limited to Twenty five Thousand ($25,000.00) Dollars for negligence only. NO policy of insurance is to be issued hereunder. Title Number: HTA-5786-S Premises: 335 Arshamomaque Avenue, Southold,New York Distri : 1000 Section: 056.00 Block: 02.00 Lot: 015.000 Mica P'azza, Preside Haml t Ti e Agency, Inc. as Agent for First Am ican Title Sworn to before me t s 2 da of October, 2019 Notry Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20Z� Chain of Title for Subject Premises: 1000-056.00-02.00-015.000 Lot No.: 6 "Map of Beixedon Estates" Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 Liber: 1709 page 579 John J.Nickles as executor Deed Of LWT of Grace R. Lewis Dated: 12/20/2012 To Recorded: 1/30/2013 John J.Nickles Liber: 12719 Page 137 "Grace Rogers aka Grace R. Lewis died 11/7/1997, Suffolk Co Surrogate No. 123P98 John J.Nickles Deed To Dated: 12/20/2012 Frost Road Associates LP Recorded: 1/30/2013 Liber: 12719 Page 135 Conveys 99% interest only. (covers premises and more— 1000-056.00-02.00-013.000, 105.000 and 014.000) Frost Road Associates LP Deed To Dated: 4/30/2019 John J.Nickles Recorded: 5/14/2019 Liber: 13011 Page 90 Conveys subject premises only 1000-056.00-02.00-015.000 John J.Nickles Deed To Dated: 6/20/2019 Robert A. VanMater Recorded: 8/27/2019 Anne-Mari ater,husband and wife Liber: 13026 Page 21 LAST D D OF TCORD - 0441, Mich la iazza, Pre t Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me thi Ira cto 019 No ry PublicOHEN NOTARY PUBLIC,Sttate of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20�� Chain of Title for Premises to the North: 1000-056.00-02.00-014.000 Lot No.: 5 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R.Nickles) Grace R. Lewis fka Grace R.Nickles Deed Dated: 2/26/1971 To Recorded: 3/3/1971 John J.Nickles Liber: 6894 Page 58 Grace R. Lewis John J. Nickles as surviving joint tenant of Deed Grace R. Lewis , deceased 11/7/1997 Dated: 9/25/2009 To Recorded: 9/25/2009 John J.Nickles Jr. Liber: 12601 Page 219 John J.Nickles as surviving joint tenant of Correction Deed Grace R. Lewis , deceased 11/7/1997 Dated: 10/10/2009 To Recorded: 10/16/2009 John J.Nickles Jr. Liber: 12603 Page 288 **given to correct description in Liber 12601 page 219 LAST DEED OF RECORD Micela P azza, Pre ' ent Ham et T' le Agency, Inc. as Agent for First m�ican Title Sworn to before me Vs 2 af ctgberl 2019 Not ry Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 2 Commission Expires March 26,20Z Chain of Title for Premises to the South: 1000-056.00-02.00-016.000 Lot No.: 7 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R.Nickles) Grace R. Lewis fka Grace R.Nickles Deed Dated: 2/26/1971 To Recorded: 3/3/1971 John J. Nickles Liber: 6894 Page 69 John J.Nickles Deed To Dated: 2/12/1997 Jonathan V. Jacobs Recorded: 2/21/1997 Kathryn G. Jacobs, his wife Liber: 11817 Page 425 **conveys 1/z interest John J. Nickles Deed To Dated: 1/13/1998 Jonathan V. Jacobs Recorded: 1/29/1998 Kathryn G. Jacobs, his wife Liber: 11875 Page 554 **conveys remaining % interest Jonathan V. Jacobs Deed KathrynG. Jac his wife Dated: 1/5/1999 To Recd: 3/12/199 Kathryn . Jacobs Liber: 11950 Page: 991 Mica iazza, Pre nt Haml t Title Agency, Inc. as Agent for First erican Title Sworn to before mjthis 21 d y Octob19 Notry Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 006372823 Commission Expires March 26,20�Z- Chain of title for premises to the South continued..... Kathryn G. Nickles fka Kathryn G. Jacobs Deed To Dated: 3/1/2013 Jeanne M. Priola as to 2/3`d interest Recorded: 3/14/2013 And Mark A. Brent as to 1/3 interest Liber: 12723 Page 541 LAST DEED OF RECORD Michaela iatlency, , President Hamlet Title Inc. as Agent for First American Title Sworn to beforemet is 1 t da of October 21.019 — 15 Co L�— otary Public KATIE COHEN t NOTARY PUBLIC, State of New York Qualified in Suffolk County No. 01 C06372823 Commission Expires March 26,20� Chain of Title for Premises to the East: 1000-066.00-03.00-015.000 "Described Property" Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R.Nickles) John J.Nickles as executor Deed Of LWT of Grace R. Lewis Dated: 12/20/2012 To Recorded: 1/30/2013 John J.Nickles Liber: 12719 Page 137 John J. Nickles Deed To Dated: 12/20/2012 Frost Road Associates LP Recorded: 1/30/2013 Liber: 12719 Page 136 LAST DEED OF RECORD (cover premises and more) MiOL&12,--� dent Ha let'Title Agency, Inc. as Agent for First American Title Sworn to before me this 21 t qay of Octob , 2 19 NothTyPublic KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,2022 Chain of Title for Premises to the West: 1000-066.00-02.00-066.000 Lot No.: ROW/Arshamomaque Avenue "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R.Nickles) LAST DEED OF RECORD SUFFOLK COUNTY SURROGATE COURT INDEX NO. 123P1998 for Grace R. Lewis , DOD 11/7/1997 attached for reference. i ael Title r sident H mlet Title Agency, Inc. as Agent for First American Title Sworn to before me this 21st ay of October 20 9 Nota Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20 21 /0 Hamlet Title Agency, Inc. 601 Portion Road, Suite 207 P- 631-654-5666 Lake Ronkonkoma, NY 11779 F- 631-654-8555 wxvw.HamletTide.com As Agent for First American Title Does hereby certify to: THE TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1954 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1954 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the "owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein." THIS Company's liability is limited to Twenty five Thousand ($25,000.00) Dollars for negligence only. NO policy of insurance is to be issued hereunder. Title Number: HTA-5786-S Premises: 335 Arshamomaque Avenue, Southold,New York District: 1000 Section: 056.00 Block: 02.00 Lot: 015.000 la��z- Michaazza,Pr d Hamle itle Agency, Inc. as Agent for First American Title Sworn to before me th's 24 2099 2,1st1day of Octo r, 019 No ary PubliC�� KATIE COHEN (VOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 'Commission Expires March 26,20L, Chain of Title for Subject Premises: 1000-056.00-02.00-015.000 Lot No.: 6 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 Liber: 1709 page 579 John J. Nickles as executor Deed Of LWT of Grace R. Lewis Dated: 12/20/2012 To Recorded: 1/30/2013 John J.rNickles� Liber: 12719 Page 137 "Grace Rogers aka Grace R. Lewis died 11/7/1997, Suffolk Co Surrogate No. 123P98 John J.Nickles Deed To Dated: 12/20/2012 Frost Road Associates LP Recorded: 1/30/2013 Liber: 12719 Page 135 Conveys 99% interest only. (covers premises and more— 1000-056.00-02.00-013.000, 105.000 and 014.000) Frost Road Associates LP Deed To Dated: 4/30/2019 John J.Nickles Recorded: 5/14/2019 Liber: 13011 Page 90 Conveys subject premises only 1000-056.00-02.00-015.000 John J.Nickles Deed To Dated: 6/20/2019 Robert A. VanMater Recorded: 8/27/2019 Anne-Marie VanMater, husband and wife Liber: 13026 Page 21 LAST D OF RECORD (fid Mic e, YjVent H et Title Agency, Inc. as Agent for First American Title Sworn to before me th' 2 t ay of Octo r, 019 Nor Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20 Z� Chain of Title for Premises to the North: 1000-056.00-02.00-014.000 Lot No.: 5 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R. Nickles) Grace R. Lewis fka Grace R. Nickles Deed Dated: 2/26/1971 To Recorded: 3/3/1971 John J.Nickles Liber: 6894 Page 58 Grace R. Lewis John J.�Nickl se as surviving joint tenant of Deed Grace R. Lewis , deceased 11/7/1997 Dated: 9/25/2009 To Recorded: 9/25/2009 John J. Nickles Jr. Liber: 12601 Page 219 John J. Nickles as surviving joint tenant of Correction Deed Grace R. Lewis , deceased 11/7/1997 Dated: 10/10/2009 To Recorded: 10/16/2009 John J. Nickles Jr. Liber: 12603 Page 288 **given to correct description in Liber 12601 page 219 LAST DEED OF RECORD Micllaelt azza, Pr-es0d& Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me thi 21 t ay of Octob r, 019 Not ry Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01C06372823 Commission Expires March 26,20L1- Chain of Title for Premises to the South: 1000-056.00-02.00-016.000 Lot No.: 7 "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R. Nickles) Grace R. Lewis fka Grace R.Nickles Deed Dated: 2/26/1971 To Recorded: 3/3/1971 John J.Nickles Liber: 6894 Page 69 John J. Nickles Deed To Dated: 2/12/1997 Jonathan V. Jacobs Recorded: 2/21/1997 Kathryn G. Jacobs, his wife Liber: 11817 Page 425 **conveys %2 interest John J. Nickles Deed To Dated: 1/13/1998 Jonathan V. Jacobs Recorded: 1/29/1998 Kathryn G. Jacobs,his wife Liber: 11875 Page 554 **conveys remaining %2 interest Jonathan V. Jacobs Deed Kathryn G. Jacobs,his wife Dated: 1/5/1999 To Recd: 3/12/199 Kat yn G. Jac bs Liber: 11950 Page: 991 r",,2,-7 Michae Piazza, i en Haml Title Agency, Inc. as Agent for First American Title Sworn to before me thts 2 t ay Oct er, 019 No Ory Public KATIE COHEN NOTARY PUBLIC,state of New York Qualified in Suffolk County No.01006372823 'Commission Expires March 26,20 2-7- CW Chain of title for premises to the South continued..... Kathryn G. Nickles flea Kathryn G. Jacobs Deed To Dated: 3/1/2013 Jeanne M. Priola as to 2/3rd interest Recorded: 3/14/2013 And Mark A. Brent as to 1/3 interest Liber: 12723 Page 541 LAST DEED OF RECORD Micha a i za, resid t Hamlet Tit e Agency, Inc. as Agent for First American Title Sworn to before me this 2 t a ctob r, 019 Not iry Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20�� Chain of Title for Premises to the East: 1000-066.00-03.00-015.000 "Described Property" Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R. Nickles) John J.Nickles as executor Deed Of LWT of Grace R. Lewis Dated: 12/20/2012 To Recorded: 1/30/2013 John J.Nickles Liber: 12719 Page 137 John J.Nickles Deed To Dated: 12/20/2012 Frost Road Associates LP Recorded: 1/30/2013 ; - Liber: 12719 Page 136 D E LAST D OF RECORD (cover premises and more) M cc hh,99Z.la Piazza, resident Hamlet Title Agency, Inc. as Agent for First American Title Sworn to before me this 21 d y tobe , 20 9 Not y Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20 ZZ 0 Chain of Title for Premises to the West: 1000-066.00-02.00-066.000 Lot No.: ROW/Arshamomaque Avenue "Map of Beixedon Estates " Filed: March 16, 1946 Map No.: 1472 Bennett DeBeixedon Deed To Dated: 4/22/1933 Grace Rogers DeBeixedon Recorded: 4/27/1933 (AKA Grace Rogers DeBeizedon, aka Liber: 1709 page 579 Grace R. Lewis aka Grace R. Nickles) LAST DEED OF RECORD SUFFOLK COUNTY SURROGATE COURT INDEX NO. 123P1998 for Grace R. Lewis , DOD 11/7/1997 attached for reference. Michael Pi za, Pre 'dent Hamlet Titl Agency, Inc. as Agent for First American Title Sworn to before me this 2 t da of Oc ber 2019 Notary Public KATIE COHEN NOTARY PUBLIC,State of New York Qualified in Suffolk County No.01 C06372823 Commission Expires March 26,20 t-A- I i 11 2 RECORDED Numberof pages 2013 Jan 30 12:18:21 PM JUDITH A. FASCALE CLERK OF This document will be public SUFFOLK COUNTY record.Please remove all L D00012719 Social Security Numbers P 137 prior to recording. DT# 12-14416 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee _ -i2— Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation SpecJAsslt. or EA-5217(County) _ Sub Total Spec./Add. EA-5217(State) TOT.MTG.TAX 3 � Dual Town_Dual County _ R.P.T.S.A Held for Appointment Comm.of Ed. 5. 00 Transfer Tax Affidavit • • Mansion Tax (a.7� The property covered by this mortgage Is t;Certified Copy cc�� or will be improved by a one or two NYS Surcharge 1s. 00 family dwelling only. Sub Total YES or NO Other Grand Total If.NO,see appropriate tax clause on C7 vu page p of this instrument. See attached addendum 4 1 Dist. Section -Bl'o'ck Lot 5 Community Preservation Fund Real Property Cs� � Consideration Amount$ -0 Tax Service Q Agency CPF Tax Due S -0- Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO:. Vacant Land_xX Marcia Z.Hefter,Esq. TD Esseks,Hefter&Angel,LLP TD 108 East Main Street Riverhead,NY 11901 TD Mail to:Judith A.Pascale,Suffolk County Clerk *1e Title Company Information 310 Center Drive, Riverhead, NY 11901 me www.suffolkcountyny.gov/Clerk 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Deed made by: (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in Estate of Grace R.Lewis SUFFOLK COUNTY,NEW YORK TO In the TOWN of Southold John J.Nickles In the VILLAGE orHAMLETof Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over Doc ID: 13002965 Tax Maps District Secton Block Lot School District Sub Division Name 1000 05600 0200 013000 1000 06600 0300 015000 SOUTHOLD 1000 06600 0300 013000 SOUTHOLD 1000 06600 0300 014000 SOUTHOLD e PROAL IJ03 1000 05600 0200 015000 SOUTHOLD1000 06600 0200 037000 SOUTHOLD �a P Executoes Deed CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 20°i day of December,2012 BETWEEN JOHN J.NICKLES,residing at 1605 Arshamomaque Avenue,Southold,New York 11971, as executor of the last will and testament of GRACE R.LEWIS,late of Southold,deceased, party of the first part,and JOHN J.NICKLES,residing at 1605 Arshamomaque Avenue,,Southold,New York 11971, party of the second part. WITNESSETH,that the party of the first part,by virtue of the power and authority given in and by said lastwili and testament,and in consideration of TEN and 001100 -----dollars, paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Southold in the Town of Southold,County of Suffolk and State of New York,being more particularly bounded and described on Schedule A annexed hereto and made a part hereof. THIS DEED is given without consideration as a partial distribution in accordance with the terms and provisions of the Last Will and Testament of Grace R.Lewis,deceased. TOGETHER With all right,title and interest,if any,of the party of the first part,to and to any streets and roads abutting the above described premises to the center lines thereof TOGETHER with the appurtenances,and also all the estate,which the said decedent had at the time of decedent's death in said premises,and also the estate therein,which the party of the first part has or has power to convey or dispose of,whether individually,or by virtue of said Will or otherwise;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first partwrll receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word'party'shall be construed as if it read"parties"whenever the sense of this Indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. ESTATE OF GRAC .�LEWISS By: John J.Nickles,Executor IN PRESENCE OF: Standard N Y.B.T.U.Farm 805-Executor's Oeed-Uniform Arknovledgment I TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE I State of New York,County of Suffolk ss: Slate of New York,County of ss: On the 2&day of December In the year 2012 On the day of In the year before me,the undersigded,personalty appeared before me,the undersigned,personally appeared John J.Nickles personalty known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the Individual(s)whose name(s)is satisfactory evidence to be the Individual(s)whose name(s)is (are)subscrlbed to the within Instrument and acknowledged tome (are)subscribed to the within Instrument and acknowledged tome that helshefthey executed the same In h1wher/their capacity(ies), that hefsheAhey executed the same in his/herrtheir capacity(tes), and that by hislherAheir signature(s) on the instrument, the and that by hisfherfthe(r signature(s) on the instrument, the Individual(s),or the person upon behalf of which the indivtdual(a) individual(s),or the person upon behalf of which the Individual(s) actkecuted the instrument. acted,executed the instrument. fii a _(signature and office of individual laking acknowledgment) (signature and office of mdivldual tek g a r�P .+Y OualHled In SuffotkkCarnty Commission Ekpires July 31,2014 State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personalty appeared personally known to me or proved to me on the basis of satisfactory evidence to be the tndividual(a)whose name(s)is(are)subscribed to the within Instrument and acknowledged to me that helsheflhey executed the same in his/her/their capaaty(les),and that by MstherNheir signature(s)on the Instrument,the individual(s),or the person upon behalf of which the Individuals)acted,executed the Instrument,and that such Individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of indivklual taking acknowledgment) SECTION BLOCK TfffeNa TOR'S DEED LOT Estate of Grace R.Lewis COUNTY TOWN TO STREET ADD DRESS John J.Nickles COMMONWEALTH LAND TITLE INSURANCE COMPANY Recorded at Request of RETURN BY MAIL TO. STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Melissa H.Sidor,Esq. Esseks,Hefter&Angel,LLP 108 East Main Street i P.O.Box 279 Riverhead,NY 11901 I RESERVE THIS SPACE FOR USE OF RECORDING OFFICE I i i SCHEDULE A PARCEL ONE: As to SCTM No.. 1000-066.00-03.00-015.000 ALL that tract,piece or parcel of land situate in the Town of Southold,County of Suffolk and State of New York,at Southold,and bounded and described as follows: Bounded on the east border by land now or formerly of Baiz;bounded on the south border by Southold Bay;bounded on the west border partly by Petty's Pond,partly by land now or formerly of Vinci Real Estate Holding,LLC,partly by land now or formerly of Kathryn G.Jacobs;partly by lands now or formerly of Grace R.Lewis and partly by lands now or formerly of John J.Nickles;and bounded on the north border by the Main Road/NYS Route 25 and identified on the Suffolk County Tax Map as District 1000,Section 066.00, Block 03.00,Lot 015.000. Together with all right,title and interest in and to said Town Harbor in front of the premises to the center line of the outer entrance to the basin and channel. BEING AND INTENDED TO BE a portion of the premises conveyed by Deed dated the I"day of February, 1946,in Liber 2526 at Page 392. PARCEL TWO: ! As to SCTM No.: 1000-056.00-02.00-013.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk,State of New York,known and designated as Block 2 Lot No.4,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,NY,Property of Grace R.Nickles,formerly Grace Rogers DeBeixedon,made by Otto W.VanTuyl,Licensed Surveyor,and filed in the Suffolk ! County Clerk's Office on March 16, 1946,as Map No. 1472. PARCEL THREE: As to SCTM No.: 1000-056.00-02.00-015.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk,State of New York,known and designated as Block 2 Lot No.6,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,NY,Property of Grace R.Nickles,formerly Grace Rogers DeBeixedon,made by Otto W.VanTuyl,Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map No. 1472. PARCEL FOUR: As to SCTM No.: 1000-066.00-03.00-013.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk,State of New York,known and designated as Block No. 2 Lot No.23,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,NY,Property of Grace R.Nickles,formerly Grace Rogers DeBeixedon,made by Otto W.VanTuyl,Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map No. 1472. PARCEL FIVE: As to SCTM No. 1000-066.00-03.00-014.000 ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,shown and designated as Block No. 2 Lot No.24,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,N.Y.,Property of Grace R.Lewis,formerly Grace Rogers DeBeixedon",made by Otto W.VanTuyl.Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map Not. 1472. PARCEL SIX: As to SCTM No.: 1000-066.00-02.00-037.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk,State of New York,known and designated as Block 6 Lot No.4,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,NY,Property of Grace R.Nickles,formerly Grace Rogers DeBeixedon,made by Otto W.VanTuyl,Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map No. 1472. I flllllilllli111lillllllllllllllllllllillllillllllllllll 111111 IIIII Illll Illl IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED _ Recorded: 01/30/2013 Number of Pages: 4 At: 12 :18:21 PM Receipt Number : 13-0012054 TRANSFER TAX NUMBER: 12-14416 LIBER: D00012719 PAGE: 135 District: Section: Block: Lot: 1000 056.00 02 .00 013 .000 EXAMINED AND ,CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 .00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $5.00 NO RPT $180.00 NO Transfer tax $0 .00 NO Comm.Pres $0.00 NO Fees Paid $505.00 TRANSFER TAX NUMBER: 12-14416 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE Couny Clerk, Suffolk County r F1 22 Number ofa es RECORDED p g 2013 Jan 30 12:18:21 Pit JUDITH R. PASCALS CLEIRX OF This document will be public SUFFOLK COUNTY record.Please remove all L D00012719 Social Security Numbers P 135 prior to recording. DT# 12-14416 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Page/Filing Fee Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 _��— Sub Total SpecJAssit. Notation or EA-52 17(County) 77 L_ Sub Total Spec./Add EA-5217(state) TOT.MTG.TAX Dual Town Dual County — R P.T.S A O Held for Appointment Comm.of Ed. 5. 00 Transfer Tax gOalMansion Tax Affidavit _ — The property covered by this mortgage is Certified J or will be Improved by a one or two NYS Surcharge i5. 00 family dwelling only. Sub Total YES or NO Other Grand Total 50 15 If N0, see appropriate tax clause on Uc'co. 01 1 page k of this instrument. 13002971 1000 05600 0200 013000 4 Dist.l1000 06600 0300 014000 )0 5 Community Preservation Fund PTS 1000 05600 0200 015000 -0- Real 'roperl RPOL A Consideration Amount$ Tax Service a.IAN-1 Agency C Tax Due 5 -0- Verification__ Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address XXX RECORD&RETURN TO: Vacant Land TD Marcia Z Hefter,Esq, Esseks,Hefter&Angel,LLP ''D 108 Fast Main Street Riverhead,NY 11901 D Mail to.Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Deed made by; (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in John J.Nickles SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Frost Road Associates.L.P. In the VILLAGE orHAMLETof Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over SoiMud NY B.T U.Form 9002.Bergaio and Sale Deed,with Covcnuu against Gnintor't Acrf—Umform Acknowledgment CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLYI THIS INDENTURE,made the 20°f day of December,2012, 1 OCT q 3 1 2019 09 BETWEEN JOHN J.NICKLES,residing at 1605 Arshamomaque Avenue,Southold,New York 11971, 7 party of the first part,and FROST ROAD ASSOCIATES LP,a New York Limited Partnership with an address at 1605 Arshamomaque Avenue,P.O.Box 877,Southold,New York 11971, party of the second part, WITNESSETH,that the party of the first part,in consideration of ten($10.00)dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever,a ninety-nine percent(99%)Interest In ALL that certain plot,piece or parcel of land,with the buildings and Improvements thereon erected,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,being more particularly bounded and described on Schedule A annexed hereto and made a part hereof. TOGETHER with all right,title and Interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof,TOGETHER with the appurtenances and all the estate and rights of the party of the first part In and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered In any way whatever,except as aforesaid AND the party of the first part,In compliance with Section 13 of the Lien Law,covenants that the party of the fust part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose,The word*party*shall be construed as if it read'parties'when ever the sense of this Indenture so requires IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written IN PRESENCE OF John J1 Nickles , Slate of New York,County of Suffolk ss: State of New York,County of Ss' i On the 20'"day of December in the year 2012 On the day of In the year before me,the undersigned,personally appeared before me,the undersigned,personally appeared John J.Nickles personally known to me or proved to me on the basis of personally known to me or proved to me an the basis of satisfactory evidence to be the individual(s)whose name(s)is satisfactory evidence to be the individual(s)whose name(s)is i (are)subscribed to the within Instrument and acknowledged to me (are)subscribed to the within Instrument and acknowledged to me that he/sheAhey executed the same In his/her/their capaatypes), that he/she/they executed the same in his/herltheir cepaetty((es), and [hot by hisAter/their signature(s) on the instrument, the and that by his/her/their signature(s) on the Instrument, the individual(s),or the person upon behalf of which the individual(s) individuat(s),or the person upon behalf of which the individual(s) a xecuted the Instr4ment. acted,executed the instrument. (signature and Offti o ' diviV talctt'ka arMedgment) (signature and office of individual taking acknowledgment) Notary Public,State of Now`ibrk- No.02HES830970 Ouallffed In Suffolk Cokmty Cont sslon Expires July 31,2014 TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE Slate(or District of Columbia,Territory,or Foreign Country)of as i On the day of in the year before me,the undersigned,personally appeared personalty known to me or proved to me on the basis of satisfactory evidence to be the ind(vldual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same In hisrnerAhe(r capaatypes),and that by i tus/herAheir signature(s)on the Instrument,the individual(s),or the person upon behalf of wtuch the Individual(s)acted,executed the Instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) i (signature and office of individual taking acknowledgment) SECTION BLOCK LOT BARGAIN AND SALE DEED COUNTY OR TOWN STREET ADDRESS WITH COVENANT AGAINST GRANTOR'S ACTS Title No. John J.Nickles TO Recorded at Request of Frost Road Associates LP COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO- Melissa H.Sidor,Esq. Distributed by Esseks,Hefter&Angel,LLP 108 East Main Street P.0 Box 279 monwealth Riverhead,NY 11901 CommowiEALTN LANo TrTLE INSURANCE COMPANY RESERVE THIS SPACE FOR USE OF RECOROtNG OFFICE i i r SCHEDULE A PARCEL ONE: As to SCTM No.: 1000-056.00-02.00-013.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk,State of New York,known and designated as Block 2 Lot No.4,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,NY,Property of Grace R.Nickles,formerly Grace Rogers DeBeixedon,made by Otto W.VanTuyl,Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map No. 1472. PARCEL TWO: As to SCTM No.: 1000-056.00-02.00-015.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk,State of New York,known and designated as Block 2 Lot No.6,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,NY,Property of Grace R.Nickles,formerly Grace Rogers DeBeixedon,made by Otto W.VanTuyl,Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map No. 1472. PARCEL THREE: As to SCTM No. 1000-066.00-03.00-014 000 ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,shown and designated as Block No. 2 Lot No.24,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,N.Y.,Property of Grace R.Lewis,formerly Grace Rogers DeBeixedon",made by Otto W.VanTuyl.Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map Not 1472. fllliiilflllllElllllllllllllllilllllllllll1111111111111 111111 IIIII Illll Illl ILII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 01/30/2013 Number of Pages: 4 At: 12 :18:21 PM Receipt Number : 13-0012054 TRANSFER TAR NUMBER: 12-14416 LIBER: D00012719 PAGE: 135 District: Section: Block: Lot: 1000 056.00 02.00 013.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $0.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20 .00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $5.00 NO RPT $180.00 NO Transfer tax $0.00 NO Comm.Pres $0.00 NO Fees Paid $505.00 TRANSFER TAX NUMBER: 12-14416 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE Coun y Clerk, Suffolk County i r . FF Number of pagesRECORDED 2013 Jan 30 12:18:21 PK JUDITH A. PASCALE CLEPJC OF This document will be public SUFFOLK COUNTY record.Please remove all L DOGO12719 Social Security Numbers P 135 prior to recording. DTk 12-14416 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing FeeMortgage Amt. 3 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total SpecJAssit. Notation or EA-S217(County) j Sub Total Spec./Add. EA-5217(State) P TOT.MTG.TAX Dual Town Dual County — RP.T.S A O Held for Appointment Comm.of Ed. S. 00 Transfer Tax • �. Mansion Tax Affidavit ' rel 1{®6 The property covered by this mortgage is Certified J or will be Improved by a one or two NYS Surcharge 15. 00 family dwelling only. Sub Total YES or NO Other Grand Total �� � If N0,see appropriate tax clause on VC' page g of this instrument. Z13002971 1000 05600 0200 013000 4 Dist.l 1000 06600 0300 014000 )0 5 Community Preservation Fund PTS 1000 05600 0200 015000 -0- Real Propen RPO A Consideration Amount$ Tax Service B.IAN-1 C •Tax Due 5 -o- Agency Verification,` -' Improved 6 Satisfactions/Discharges/Releases Ust Property Owners Mailing Address XXX RECORD&RETURN TO: Vacant Land TD Marcia Z.Hefter,Esq. Esseks,Hefter&Angel,LLP 'D 108 East Main Street Riverhead,NY 11901 D Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Title# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached Deed made by; (SPECIFY TYPE OF INSTRUMENT) The premises herein is situated in John J.Nickles SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Frost Road Associates L P In the VILLAGE or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over SwWud MY B.T.U.Fort 6002-Bergoin and Sale Deed,with Conaw egarnst Grantor's Acts—Unirona Acknowledgment CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 20"day of December,2012, BETWEEN JOHN J.NICKLES,residing at 1606 Arshamomaque Avenue,Southold,New York 11971, party of the first part,and FROST ROAD ASSOCIATES LP,a New York Limited Partnership with an address at 1605 Arshamomaque Avenue,P.0.Box 877,Southold,New York 11971, party of the second part, WITNESSETH,that the party of the first part,_in consideration of ten($10.00)dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever,a ninety-nine percent(99%)Interest in, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,being more particularly bounded and described on Schedule A annexed hereto and made a part hereof. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center Imes thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part In and to said premises;TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered In any way whatever,except as aforesaid. AND the party of the first part,In compliance with Section 13 of the Lien Law,covenants that the party of the first partwill receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose.The word'party'shall be construed as if it read'parties'when ever the sense of this Indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF 4 John Jf Nickles j , �' OCT 2 4 209 State of Now York,County of Suffolk as: Stale of New York,County of ss: i On the 20P day of December in the year 2012 On the day of in the year before me,the undersigned,personally appeared before me,the undersigned,personally appeared John J.Nickles personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is satisfactory evidence to be the Individual(s)whose name(s)is (are)subscribed to the within instrument and acknowledged to me (are)subscnbed to the within instrument and acknowledged to me that helshelihey executed the same in hia/her/their capacity¢es), that he/sherthey executed the same in his/her/their capacdy(les), and that by his/her/their signature(s) on the Instrument, the and that by his/her/their signature(s) on the Instrument, the individual(s),or the person upon behalf of which the Individual(s) individual(s),or the person upon behalf of which the individual(s) a xecuted the Insygment. acted,executed the instrument. i (signature and qffize o ' drvi_du 8 kttr$ledgment) (signature and office of individual taking acknowledgment) Notary Public,State of NowNlork Oualitted inH�f83kt3C7o0rady Commission Expires July 31,2014 ! TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE Slate(or District of Columbia,Territory,or Foreign Country)of as. On the day of in the year before me,the undersigned,personalty appeared personalty known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/lhey executed the same In his/her/their capacity(ies),and that by i lus/herttheir signature(s)on the Instrument,the individual(s),or the person upon behalf of wtuch the Individuals)acted,executed the Instrument,and that such Individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) I (signature and office of individual taking adutow!edgment) SECTION BLOCK BARGAIN AND SALE DEED LOT COUNTY OR TOWN STREET ADDRESS WITH COVENANT AGAINST GRANTOR'S ACTS Title No. John J.Nickles TO Recorded at Request of Frost Road Associates LP COMMONWEALTH LAND TITLE INSURANCE COMPANY RETURN BY MAIL TO: Melissa H.Sidor,Esq. Distributed by Esseks,Hefter&Angel,LLP 108 East Main Street P.0.Box 279 monwealth Riverhead,NY 11901 CCmfAowmo.L7H LAND Me INSVRANCa COMPANY ! RESERVE THIS SPACE FOR USE OF RECORDING OFFICE i i SCHEDULE A PARCEL ONE: As to SCTM No.: 1000-056.00-02.00-013.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk,State of New York,known and designated as Block 2 Lot No.4,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,NY,Property of Grace R.Nickles,formerly Grace Rogers DeBeixedon,made by Otto W.VanTuyl,Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map No. 1472. PARCEL TWO: As to SCTM No.: 1000-056.00-02.00-015.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Southold,Town of Southold,County of Suffolk,State of New York,known and designated as Block 2 Lot No.6,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,NY,Property of Grace R.Nickles,formerly Grace Rogers DeBeixedon,made by Otto W.VanTuyl,Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map No. 1472. PARCEL THREE: As to SCTM No. 1000-066.00-03.00-014 000 ALL that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,shown and designated as Block No. 2 Lot No.24,as shown on a certain map entitled,"Map of Beixedon Estates,Town of Southold,Suffolk County,N.Y.,Property of Grace R.Lewis,formerly Grace Rogers DeBeixedon",made by Otto W.VanTuyl.Licensed Surveyor,and filed in the Suffolk County Clerk's Office on March 16, 1946,as Map Not. 1472. SURVEY OF PROPERTY N A T ARSHAMOMA 0 UE TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-56-02-15 SCALE.- 1'=30 MAY 20, 2019 AUGUST 21, 2019 (PROPOSED BUILDING) AUGUST 28, 2019 (WETLANDS NOTE) MAIN ROAD NY;:11 RTE 25) VACANT 00 PROPOSED SEPTIC SYSTEM 04 - (4 BEDROOMS) N - 1-1200 GAL. 8'0 X 5' DEEP - 1-80 X 12' DEEP LEACHING POOL RAIN RUNOFF CONTAINMENT HOUSE 2355 Sq. Ft. VACANT DECK 318 SQ.FT. PORCH 128 SQ.FT. LOT 5 2801 SQ.FT. VACANT SILT FENCE 100' FROM TOP OF 2801 SQ.FT. X 1 X 0.17= 477 CU.FT. BANK NO DISTURBANCE TO BANK 477142.2 = 11.3 VF n UNTIL WETLAND PERMIT OBTAINED ELI I j z Provide 3 DW 8'0 x 4' Deep= 12 VF _ 347.379 o J Connected by Gutters & Leaders i ►� �, I LOT 6 Z, i W TEST HOLE DA TA SET N� 20'10 E o K o o i zr/o 5 McDONALD GEOSCIENCE REBAR r,ERVICE ow I 20' S0EYARD SETBAC——_ } � 7/31/2019 OPOSED WATER____��W - 0 I ���s 1 � W O L EL.22.0' EL.21.8' PR PROPOSED I�Q O I EL. 22.4 VACANT W W -W z o R/0 PORCH 45.0' Li I I o I ICID Q DARK BROWN LOAM OL -__ --S r -C I I �� M 1' EL=22.4 Y r -— LP 8' 10' °' 5.0' _ 100.0'Lr) t2I p �u 1so.1' PALE BROWN SILT ML I� 75 2. m I Ex y� z 1 STY. FR. o o N a 28.0 HOUSE & N M o I 120.0' I 1 O co o GARAGE F m -__ w I 0 PROPOSE FF=23.0' o EL.18.4' I / f-I SARA -- - ------ — 50.0' I PERIODS o I ON SlA6 15' SIDEYARD SETBACK LL — Q W w PROPOSED ——— w O 3 O GRAVEL DRNEW I 68.0 - — —— 0 ——__—— 0q C U .� cn LAWN EDGE ' G m owl ___-- / PALE BROWN FINE SAND SP Q a b S PROPANE TANKS/ I 10.0' SHED 337.58' _ / SPIKE FND. LCL/ IN ASPHALT Q EL.22.0' EL21_7___ S85 20�10 17' VACANT NOTE. NO WATER ENCOUNTERED LOT 7 ELEVA77ONS REFERENCED TO NAVD 88 DWELLING i� PUBLIC WATER Lq LOT NUMBERS REFER TO "MAP OF BEIXEDON ESTATES" FILED IN THELO SUFFOLK COUNTY CLERK'S OFFICE ON MARCH 16, 1946 AS FILE NO. 1472. KEY - ® REBAR _ - ® = WELL LOT 8 VACANT VACANT A = STAKE = TEST HOLE ® = PIPE 13 = MONUMENT = WETLAND FLAG _ to = UTILITY POLE = yv WETLANDS IT VACANT l am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR FROM .S LIC. 710. 49618 DATA OBTAINED FROM OTHERS THEREFORE THEIR LOCATIONS AND OR EXISTENCE IS NOT GUARAN7EED. PECONIC-,SURVE?'ORS, P.C. ANY AL7ERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 72090F THE NEW YORK STATE EDUCA77ONAREA= 25,685 SQ. FT. (631) 765-5020 FAX (631) 765-1797 LAW. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CERTIFICA710NS HEREON ARE VALID FOR THIS MAP AND P.O. BOX 909 COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF 771E SURVEYOR WHOSE SIGNATURE 1230 TRAVELER STREET APPEARS HEREON. SOUTHOLD, N.Y. 11971 .19-022 SURVEY OF PROPERTY N A T ARSHAMOMA Q UE TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-56-02-15 SCALE.- 1 =30 MAY 20, 2019 AUGUST 21, 2019 (PROPOSED BUILDING) AD MAIN RO (NyS RTE 25) a- -' VACANT PROPOSED SEPTIC SYSTEM N (4 BEDROOMS) N 1-1200 GAL. 8'0 X 5' DEEP / 1-80 X 12' DEEP LEACHING POOL - RAIN RUNOFF CONTAINMENT HOUSE 2355 Sq. Ft. VACANT DECK 318 SQ-FT PORCH 128 SQ.FT• LOT 5 2 VACANT 2801 SQ.FT• X 1 X 0.17= 477 CU.FT , 477/42.2 = 11.3 VF n EL 17.6'I I Provide 3 DW 810 x 4' Deep= 12 VF _ 347.37' o 1 Connected by Gutters & Leaders YI. " LOT 6 a I ►� TEST HOLE DATA SET �8�20'1 o E o o f I '/ate McDONALD GEOSCIENCE REBAR CE _ 7 31 2019 WATEI: SERV► W Dw 20_SIDEYARD SETBACK___ —-�o 0-1 S EL.21.9 PROPOSED W __ - F- I � EL.22.0' PROPOSED I zo R/0 PORCH 45.0' EL. 22.4' VACANT W ----Yd �_, _ Y I o 3 N DARK BROWN LOAM OL W -__? _----`l n °i I a I i c�/ n �! 1' I� EL=22.4' LPO E' 10` o f. WLf) z a 1 A. MIN. PROPOSED 5.0' I I m o co w ^ m FR. 120.0' 160.1' PALE BROWN SILT ML EX ti z ' 1 STY• A V, 75.7' � 28.0' (-{OUSE & N m vo N 3' Q Z o - GARAGE 71 0 -__ 1 w r I ro PROPOSED FF=23.0' v —_ ——J -- EL.18.4' I / a + GE _-- 50.0' I .►..� _ PERVIOUS Z I o GARAGE SETBACK O ¢ O w ORA OSED ___ __ f_ 15�SIDEYARD u 3 VEL DRIVEWAY �i 68.0' .�� __ ip � _ -LAWN EDGE ' b PALE BROWN F/NE SAND SP Q a N DW! PROPANE TANKS/ _t 0,0' SHED 337.58 vN! SPIKE FND. LL. IN ASPHALT L Q"W Q EL.22.0' EL21_7___—— 5S3'21v' VACANT NOTE} NO WATER ENCOUNTERED -- - -- pv--t -T�---e7-Y-y-A--'— LOT 7 "?1 f. .COM-'IV Lrd�.[-1XJMIF Or DWELLING i ELEVA77ONS REFERENCED TO NAVD 88 i „�., A�,, F F ,,,,,, ", 7M,T 777 i� PUBLIC WATER I ...;��..°�: ;; �I;�:*.�',<.}•.P"'" x�,t 2�$A4,�["1a 9`y,.,x,.F r,U/v�,{c.� "_'o T"3'P,t, LOT NUMBERS REFER TO A MAP OF BE/XEDON ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MARCH 16, 1946 AS FILE NO. 1472. "Is KEY KEY _ ! Q = REBAR _ fiXMRI S Ttdl;EF,`s'FAR(�FROM DATE OF APPROVAL ® = WELL VACANT LOT 8 ® = STAKE VACANT 6� = TEST HOLE ® = PIPE ® = MONUMENT F_ ` = WETLAND FLAG 'n _ LO = UTILITY POLE _ n = WETLANDS ---- _ g"� ��T 'A T� o VACANT I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE - - ""f "z Tr A, DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field / observations and or from data obtained from others. G; THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM F7ELD OBSERVATIONS AND OR FROM � DATA OBTAINED FROM OTHERS N. . LIC. NO. 49618 THEREFORE THEIR LOCATIONS AND OR EXISTENCE IS NOT GUARANTEED. PECONCCURVEYORS, P.C. ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A V/OLA77ON OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON AREA= 25 685 SQ. FT. (631) 765-5020 FAX (631) 765-1797 LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77RCA77ONS HEREON ARE VAUD FOR 7H/S MAP AND ' P.O. BOX 909 COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, MY 11971 19-022 SURVEY OF PROPERTY N A T ARSHAMOMA Q UE TO WN OF SO UTHOLD SUFFOLK COUNTY, N. Y. 1000-56-02-15 SCALE- 1'=30 MAY 20, 2019 AUGUST 21, 2019 (PROPOSED BUILDING) AUGUST 28, 2019 (WETLANDS NOTE) NOVEMBER 4, 2019 (77E DISTANCE) N�� RTE 25� DECEMBER 11, 2019 (FOUNDATION LOC.) MAIN ROAD C � 1 LOT 4 _ 1 _ 1 VACANT PROPOSED SEPTIC SYSTEM - (4 BEDROOMS) – I 1-1200 GAL. 8'0 X 5' DEEP �- 1-80 X 12' DEEP LEACHING POOL RAIN RUNOFF CONTAINMENT I HOUSE 2355 Sq. Ft. VACANT j DECK 318 SQ.FT. PORCH 128 N QED o VACANT SILT FENCE 100' FROM TOP OF 2801 SQ.FT. X 1 X 0.17= 477 CU.FT. "' BANK NO DISTURBANCE TO BANK 477/42.2 = 11.3 VF UNTIL WETLAND PERMIT OBTAINEDEL17s'I j Z _ I Provide 3 OW 810 x 4' Deep= 12 VF47,370 Q Connected by Gutters & Leaders 1 3 o M I I N �20'10"E Chase LOT s m I TEST HOLE DATA / Chim. LL- McDONALD GEOSC/ENCE REBAR O I I OI' I Q 7/31/2019 1J 1 I 0 � W EL. 22.4' VACANT EI-22.0' EL.21.8' , i o I � to DARK BROWN LOAM OL > 55,2 I ms �� I I o� / is Q Conc. collu I o Qto y o� 1 W �^n, � 5.1� o I � o I a PALE BROWN SILT ML = „Conc.foundotion N , f I o co (J N W 75.7 ---s 0-7 20.0' w 3 QLLJ W . Top Fndtn. e1=23.2 o o I I EL.18.4'I I 2 I 1 LL O -- o 8 ` , 70.8 1 3 CM) d PALE BROWN FINE SAND SP Q a N O 1 337.58 b i 10.0' SHED U) Z vJ SPIKE FND. IN ASPHALT Q E 2 0. EL21.7' S8520t 100W 17' VACANT NOTE: NO WATER ENCOUNTERED LOT 7 ELEVATIONS REFERENCED TO NAM 88 DWEWNG PUBLIC WATER LOT NUMBERS REFER TO 'MAP OF BE/XEDON ESTATES" FILED IN THE to ' SUFFOLK COUNTY CLERK'S OFFICE ON MARCH 16, 1946 AS FILE NO. 1472. KEY - Q = REBAR ® = WE'LL VACANT LOT 8 EC j 3 2019 A = STAKE VACANT D ® = TEST HOLE O = PIPE ® = MONUMENT = WETLAND FLAGto � = UTILITY POLE r n OF = WETLANDS VACANT I am familiar with the STANDA AL AND CONSTRUCTION OF SUBSURFACE SEWAGE — ---- ` DISPOSAL S FAMILY RESIDENCES and will abide by the conditions set forth therein _ _ — 1 �j k_:;` ,:. • e permit to construct. The location of wells and cesspools shown hereon are from Field observations and or from data obtained from others. THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERV4710NS.AND OR FROM LIC. NO. 49618 DATA OBTAINED FROM OTHERS THEREFORE THEIR LOCATIONS AND OR EXISTENCE IS NOT GUARANTEED. PECON/C SURVEYORS, P.C. ANY ALTERATION OR ADD/710N TO THIS SURVEY IS A V10LA77ON OF SEC710N 72090F THE NEW YORK STATE EDUCATION AREA= 2J�,685 SC? FT. (631) 765-5020 FAX (631) 765-1797 LAW. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER71f7CA77ONS HE ARE VALID FOR THIS MAP AND P.O. BOX 909 COPIES THEREOF ONLY /F SAID MAP OR COP/ES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE S/GNA7URE 1230 TRAVELER STREET APPEARS HEREON. SOUTHOLD, N.Y. 11971 19-0�� SUFFOLK Conwru C�rARTNENT OF HEALTIA SERVICES SURVEY OF PROPERTY SCDHS REF# R1 o—is—oloz APPROVAL OI-CON'STP.UCTEn INC RKS FOR A T ARSHAMOMA 0 UE AS:NGLr F" ;,Y RESID NCE Date OCT 1 6 zozo I_, , I� h.�.���_i q _ ©,�a TOWN OF SO UTHOLD The scvraga dcros^t and wratzr 8uppty fiaw it'es ct this ioc Uon have been SUFFOLK COUNTY, N. Y. Inspected and/or cerUiied by this Deptirtriei4 or other agenraas and found to be saustactory FOR A MAX1f-AU1A QF, / BEDROOMS. 1000-56-02-15 SCALE.- 1'=30 a :' MAY 20, 2019 f j C,,, Crain Knepper, P.E., Chief AUGUST 21, 2019 (PROPOSED BUIL `-G C°q TE 25) y AUGUST 28, 2019 (WETLANDS NO ROAD (NYS R NOVEMBER 4, 2019 (77E D/STANCE) M AI N DECEMBER 11, 2019 (FOUNDA TION LOC.) JUNE 5, 2020 (FINAL) 1 1 LOT 4 1 — — 1 VACANT I I I Provide 3 DW 8'0 x 4' Deep= 12 VF VACANT I Connected by Gutters & Leaders I r CED N 00 o VACANT SILT FENCE 100' FROM TOP OF ANK NO DISTURBANCE TO BANK SEPTIC LOCATION M UNTIL WETLAND PERMIT OBTAINED 0j .A. sB. I EL.17.6'I I 2 ST 19' 10.5' — I 347.37' o J / LP 32' 19.5' j "E LOT 6 za O I NOTE. LEACHING POOL 43520 I m I I INSTALLED KITH / EL21.8 o r O p TRAFC SLAB REAR NV II J W D/G AC O / Uj R/0 STONE LPROPANE TEST HOLE DATA VACANT W EL 22 0' PORCH METAL EDGED `tI/ q TANK / McDONALD GEOSCIENCE > RCA ; ST .A. 48 4 bo I�� I 7/31/2019Q WATER it 5.1' 100.0' o T� W Lo METER LP 0 EL. 22.4 DARK BROWN LOAM OL L6 I W F, 1 i o y co ' N a 75.7'STONE . 2;.7' ti 1 1 o W� HOUSE AND DECK LU I / cc z W ro GARAGE so.o' EL.18.4'1111,� I LL PALE BROWN SILT ML _ W W DRNEWAY �! O 3 rO METAL EDGED RCA 71.1' DW SITED 3' L) _d- Jo.1's in OF EVERGREEN/BUSHES 337.58 Q nm= N DW ROW I o b ON ' WAL►/EDGING LINE SHED U) Z - 1 , TIMBER RETAINING PALE BROWN FINE SAND SP Q EL�.0' EL.21.7' S85 2u 10" SPIKE FND. VACANT IN ASPHALT LOT 7 f7' DWELUNG NOTE.• NO WATER ENCOUNTERED PUBLIC WATER LO n ELEVATIONS REFERENCED TO NAVD 88 LOT NUMBERS REFER TO 'MAP OF BE/XEDON ESTATES" FILED IN 7HE _ SUFFOLK COUNTY CLERK'S OFFICE ON MARCH 16, 1946 AS FILE NO. 1472. KEY — VACANT VACANT Q = REBAR ® = WELL A = STAKE ® = 7EST HOLE i� ® = PIPE M = MONUMENT WETLAND FLAG _ — E OF NE = U77LI TY POLE VACANTT.ti?firM y , = WETLANDS I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct The location of wells and cesspools shown hereon are from field ?�^ observations and or from data obtained from others. • `�.-� THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA77ONS AND OR FROM LIC. N0. 49618 DATA OBTAINED FROM OTHERS THEREFORE THEIR LOCATIONS AND OR EXISTENCE IS NOT GUARANTEED. PECON/C SURVEYORS, P.C. ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION AREA= 25,685 SO. FT (631) 765-5020 FAX (631) 765-1797 LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERTIFICA7I0NS HEREON ARE VAUD FOR THIS MAP AND ' P.O. BOX 909 COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE 1230 TRAVELER STREET APPEARS HEREON SOUTHOLD, N.Y. 11971 19—O�z A55F---,E\/ IATI0N5 : CCN';'PLY WITH ALL CODES OF- I IV) N11_-W YORK STATE & TOWN CODES A/C AIR CONDITIONER 4-j AS R LOU I RED ACT ACOUSTICAL TILE AD AREA DRAIN AD.J ADJACENT ct ADJUST ADJUSTABLE U -4-j AFF ABOVE FINISH FLOOR ALUM ALUMINUM N! "Y IaU! A"t AFT APARTMENT 7v5- TO 4 P FO ATTEN ATTENUATION BRD BOARD TWO REO!JIRED ASPHALT ROOF SHINGLES OVER BLDG BUILDING BR BEDROOM F I E5# FELT PAPER, BPP BUILDING POWER PANEL 0 2. ROU(C.1-1 - & 1/2" CDX 5HEATHINC7, CAB CABINET "';!6! !ATICIN m M —; -;- I #L-:2xlo ROOF RAFTERS @161' O.C. -mim. CEM CEMENT4. U PLUMBING BL F F ;7 UMBING WASTE, CER CERAMIC jj-�,F-S NEED CH CEILING HEIGHT IC7*1!-,�.4 SFI Ll �,I`T T H E` 0 -JOIST ALL C01111STH A��L: EORE COVERING P-r0UI'("1--M'---NTS OFTHECODESORNEY,/ IPTG'I-3 E CT CERAMIC TILE YORK STATE. N,0 P,[:SFOi:SIIFILE FOR 12 CL CLOSET bJ0 DES!'03IN GR 'CO3NISTRUCTION ER113ORS. T 6 CMU CONCRETE MASONRY UNIT CFM CUBIC FEET PER MINUTE fj T- CL--i-TIFICATION @ C/5 CIRCUT BREAKER W LEAD CONTENT BEFORE CL& CEILING tu z c y I KATE OF OCCUPANCY CO CLEANOUT Q 0 *J V COL COLUMN 0, R 33-OLDER USED IN WATER COMP COMP051TE .3 U,,-)pL I I SYSTEM TEM CA NNO T CONC, CONCRETE 16 UNILAV-IFUL CONSTRUCTION DOCUMENTS Pni EXCEED 2110 OF 1%LEAD. CONST DOC 0 d) %3 CONT CONTINUOUS T CERTIFICATE 6" FASCIA DA DROPPED ARCH In OF OCCURP-ArCY DH DOUBLE HUNG RETAIN STOIRIM VvATER R!,.jNOFF 1'-0" OVERHANG DIAM DIAMETER 4 TYP. DIM DIMENSION PURSUANT TO CHAPTER 2036 DN DOWN bJ0 OF THE TOWN CODE. DO NOT PROCEED WITH OF VN& DRAWINGFRAMING UNT11"SURVEY � � � � ELEC ELECTRICAL OF FOUNDATION LOCATION �j JL ELEV ELEVATION HAS BEEN APPROVED. - E] oarEa EQUAL a0FIED- EIEXIST EXISTING ct TRUSS PLACARDING REQUIRED EXT EXTERIOR inL�nnFAI FRESH AIR INLET _ _ _ AGI FIRE CODE FD FLOOR FRAIN FE FIRE EXTINOU15HER CABINET FHV FIRE HOSE VALN/E Must provide Manuals Blower door L STONE VENEER FF50 FIREPROOFED ELF-CLOSINGD, J and S as per SIDING rz,A GAUGE and duct-,vork NYS Energy Code GL 6LA55 testing reqUired. c7F I &ROUND FAU&ALV 6ALVANIZEDLT INTERRUPTOR c7NB GYPSUM WALL BOARD HG HOLLOW CORE HM HOLLOW METAL HMC, HOUSING MAINTENANCE HR HOUR HT HEIGHT HVAC HEATING VENTILATION $ A/C HA HOT NATER to ID INSIDE DIAMETER LU INC, INCLUDIN6 %3 IN5UL INSULATION 2-11 INT INTERIOR, lu LTLMAS MASONRY LINTEL Vo LU FRONT ELEVATION MATL MATERIAL LLI MATL MATERIAL SCALE: 1/4"=V-0" MAX MAXIMUM lu MECH MECHANICAL MET METAL mf":R MENUFACTURER MIN MINIMUM � 1 � � O MO MASONRY OPENING M5 MARBLE SADDLE MTD MOUNTED Z JU MTL METAL < > N NORTH > < NIC NOT IN CONTRACT ILI NO NUMBER n NT5 NOT TO SCALE lb LIST O F DRAKNOG ON CENTER <65 OD OUTSIDE DIAMETER OPEN& OPENING OFF OPPOSITE PL PROPERTY LINE < PLAS PLASTER 3: PLUMB PLUMBING FNL PANEL PROF PROPERTY < A - 1 : C., OVER SHEET PSI POUNDS PER SQUARE INCH In PT PRESSURE TREATED m PTD FAINTED m OT QUARRY TILE A - 2 : CONSTRUCTION NOTES GENERAL NOTES R RISER REFR REFRI D65ERATOR REVISIONS REF REFERENCE 5UlDINIS SPEC, IF IC.., ATIONS REO REQUIRED REV REVISION 110 RD ROOF DRAIN RM ROOM RO ROUGH OFENIN& A - 5 : FOUNDATION PLAN RTD RATED5 STOVE 5CH SCHEDULE 5D SMOKE DETECTOR SEC SECTION BF SQUARE FOOT A - 4 : FLOOR PLAN PLU1� 51N(5 RISER 5FI=c, SPECIFICATION 5 SQUARE SRO SINGLE ROOM OCCUPANCY c STL STEEL 5TRFRT STREET FRONT SU5F HT SUSPENDED HEIGHTA - 5 . SEC.MONS DETAILS T TREAD0 -f TO TERRACOTTA THK THICHNES5 THR6 FRM THROUGH FRAME 661 A = 6 : ELEVTOC TOP OF CURBATIONS TYP 7YFIGAL UNFIN UNFINISHED VEST VESTIBULE DRAM BY: J. TURNER V5 VANITY BA51N 50AII.- A6 NOTED VCT VINYL COMP051TE TILE A - 1 : ELEVATIONS VIF VERIFY IN FIELD CHKV BY: A/ WITH W/O WITHOUT VATI.: 05125Aq Nrl NATER CL05ET SHMT NLM5M AD WOOD N/D WASHER /DRYER WIN WINDOW NO WALL OVEN NR WATER RESISTANT NAM WELDED WIRE MESH A 11rD YARD DRAIN im #: DDG-N-0041 CLIMATIC &GEOGRAPHICAL DESIGN CRITERIA-INTERNATIONAL RESIDENTIAL CODE TABLE R301.2(1) Table 3AA Rafter and for Ceiling Joist to Top Plate Lateral and Table 3.5A Top and Bottom Plate to Stud Lateral Connections GENERAL NOTES SIMPSON STRONG-TIE Exposure B for Wind Loads Exposure � I WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD Shear Connection Requirements 5"C" 5P�d TOP06RAPFfIG SPECIAL NUND WIND-BORNE DMI``IN FROST LINE= DESIGN Y- FLOOD AIR (Pr"•-5criptiv8�.ItFrn,itive to T,,itle 3.4i {F'I•FscriptFie AItemLitiv9 to Tail:•3 5? IAAD (� EFFECT'S k M59ION N DEBRIS ZONE m CATESORY 9 MAT��a DEPTi b TERMITE cr TEMP-r � r HAZARDS h INDEXOUIRED INS STRAP-TIE H O LDOWN Cly I. CONTRACTOR SHALL CHECK AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION 51TE BEFORE " VOCE Am 700-yt,w+ndSpeed `�--� BEGINNING ANY PHY51GAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE P.S.F. Iso M.F.H. YES 1 r'00 oft LEss B SEVERE 9-0 To��, n REWIRED WA 5aa �o°�r.Wind Speed 110 115 120 130 1.".o iso 160 170 iso 145 3-second gust(mph) 110 113 120 130 140 150 160 170 Lea 145 3•secand st mph Stud PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, LAWS, USE 51MP50N Walt V FOR SI, I POUND PER SQUARE FOOT 0.0414 kPa,I MILE PER HOUR■ 0.441 MPS ° N it Rafter/Ceifing Joist /dumber of 8d Common Nails or 10d Box Nails lToenailed} Spacing Wall Height(ft) Required Number of 16d Com mon flails or 40d Box Nails per Stud to Plate Connection ORDINANCES ZONING AND REGULATION5. a.WEATHERING MAY REWIRE A HIGHER STRENGTH GONCR M OR SRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL °° Height c,x.a,e lin.)a Spacing lin.) Required in Each Rafter and/or Ceiling Joist to To Plate ConneRion REQUIREMENTS of THIS GORE.THE NEATHE-RIN6 COLUMN SHAD.BE FILLED IN WITH THE NIEATHERIN6 INDEX,'NEGLIGIBLE, "MODERATE OR STHD I O ft. q / g R _ C"SEVERP FOR GONC EM IAS DETERMINED FROM 241.Co 145,0 216 OR SZ6URI!8501.2(5).THE 6RADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G 54, NArtFD HOLD DOWN B 2 2 _ 2 3 3 3 ? 3 3 10 , , 2 , 2 , roassassal 2. ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RE51DENTIAL BUILDING CODE, THE b.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE 8405.10).THE JURISDICTION SHALL FILL IN THE FROST a pit., 12 3 _ 2 LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH GRADE. 10 _ _ ? 3 3 3 3 i2 2 2 2 2 2 2 2 2 2 2 2010 N.Y.S. ENERGY CONSERVATION CONSTRUCTION GORE AND ALL LOCAL GORES, RULES, o,THE JURISDICTION SHALL FILL IN THIS PART of THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDING ON WHETHER THERE HAS BEEN 16 8 �. 2 3 ; 3 3 3 lz 14 2 2 2 2 2 2 2 2 3 A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMA6P. 10 = 3 3 3 3 3 4 16 2 2 2 2 2 2 3 It REGULATIONS AND ZONING L-AWS. d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC WIND SPEED MAP(FIGURE R501.2(4)Al.WIND °, c, 16 2 2 2 ' 2 � (O EXPOSURE CATEGORY SHALL BE DETERMINED ON A SITE-SPECIFIC BA515 IN ACCORDANCE WITH SECTION R50L.2.1.4. . • 24In B 3 3 3 4 5 5 5 5 5 - . 3 3 e.THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE GOIaIMNS OF 151-IP2 P19WEW VALUES FOR WINTER FROM 10 3 3 3 4 5 5 5 5 5 6 20 - 2 2 2 2 ^- a 3 3 (0 3. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EXISTS WHICH D15AGREE5 OR CONFLICTS APPENDIX D OF THE INTERNATIONAL PL.UMBIN6 GODS.MMATIONS FROM THE APPENDIX D TEMPERA'T'URES SHALL.BE PERMITTED TO REFLECT 1 Frescriplive limo:aro based on assumptions in Table 3.4 B _ 2 z z 2 z 2 z . i LOCAL CLIMATES OR LOCAL WEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. N,'Ver celiir loisC are insta led O t� WITH WHAT 15 INDICATED ON THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL STOP li.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABU WITH THE SEISMIC,OW16N GATE6oRY DETERMINED FROM SECTION 8501.2.2.1. ,r"" parallel;o raf lies,the sum of the toenails'in the rafter and ceiling Sha f equal orexroed 1° 2 2 2 2 2 2 2 2 2 3 THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD •!?s~ M�M'"J the tabulated nzirrber of nails reeuired. 12 '- 2 2 2 2 2 2 2 3 3 WORK AND NOTIFY THE DES IGNER/ARCHITEGT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS 9 INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR MANr46EIvEN'T OF FLOOD HAZARD AREiS),(5)THE DATEE(S) +, 3 To avoid spl!:t•ng,no more than 2 toerel-s shall be ir"Pec in each.:,ds of a raf-er or ceiling joist when fart=nsd to a 2x4 36 14 2 2 z 2 2 2 2 3 3 3 m 'g 1 PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RESPONSIBILITY AND LIABILITY of THE FLOOD INSURANCE STUDY AND(G)THE PANEL NUMBERS AND DATES of THE CURRENTLY EEFFEC'TIve FIRMS AND FBPM5 OR OTHER 16 2 2 2 U U ^ Q FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. , - • top p ase or 3 toenails m=_ech side when fasten=d to a 2�6 top plate. 2 2 3 3 a _ � 150•MIN. .....{ ONEµ is 2 2 2 2 2 3 3 3 4 4 (n ARISING THERE OF. h.IN ACCORDANCE WITH SECTIONS R405.1.2,Ra05.43L,RaOSS-5.1,Ra05.69L,8405.19.1 AND Ra05.0.9L,Ill THERE HA5 SEEN A REBAR .,, .. RFRAR 4 L';r.ere to. i g_ g-< � p) �GTH .1„ V „'�,.'r SMEAR r R ate-to•r3d =he !t_Esc?ed 1C',they sha!be ad!wted as fel c.V:: 20 2 HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF LGE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH • , :, _ 3 3 3 a 5 ` y. �U `it•: .. <.. ;. a calve Vq /--. �/ OYESA OTHERWISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH ONO.s ::.i:• +•...:•' tY MIN. Wall Height 4. THESE DRAWINGS AND SPECT I.THE JURISDICTION SHALL FILL IN THIS PART OF THE TAE31g WITH THE 100-YEAR RETURN PERIOD AIR TSRE`1EZING INDEX($F-DAYS)FROM FI6IJRE ; ; •M»+' (v* ReaAR S. SD' B = 2 - = 2 = 3 3 3 SPECIFICATIONS HAVE BEEN PREPARED BY THE DE5IGNER/ARGHITEGT AND R405N2)Oft FROM THE 100-YEAR(aa PERCENT)VALUE ON THE NATIONAL CLIMATIC,DATA CENTER DATA TABLE "AIR FREEZING INDEX-USA OR"ORO''NER (LETiani) 10 2 z 2 2 2 3 3 3 a f"1 nK °° O Tep Plate to Ridge `� o METHOD(BA 52 DES.FJ" Adjustment Factor 12 2 2 2 2 2 3 3 4 4 5 TO THE BEST OF HIS KNOWLEDGE AND BELIEF MEET THE REQUIREMENTS OF THE N.Y.S. ENERGY J.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC,DATA CENTER Her!;ht lft} 24 14 2 2 2 2 3 3 4 4 4 5 • v•al Z CONSERVATION CONSTRUCTION CODE. DATA TABLE OAIR F"REEZINcS INDEX-LISA METHOD(BASE s21t5F).� 1D' 1.00 i.00' 16 2 2 2 3 3 3 4 4 5 6 Q u- O It IN ACCORDANCE WITH SECTION R501.2.19,WHERE THERE IS LOCAL HISTORICAL DATA DOC,UMENTIN6 STRUCTURAL DAMA6E TO BUILDINGS DUE 15' 18 2 vJ TO ToPo6RAPHiC WIND SPEWAAD E:FFEGT'S,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH"YES."OT'HERMSE,THE 1 15 1.25 2 2 3 3 4 4 5 5 6 JURISDICTION SHALL INDICATE "NO' IN THIS PART OF THE TABLE. 20' 1.40 15C 20 2 2 3 3 4 4 5 5 6 7 5. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ANY EXI5TIN6 1. TN ACCORDANCE WITH FIGURE R901.2(4)A,WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTING UNUSUAL WIND CONDITIONS,THE 1 Pre:c,ptrve Imits a* based cn essumpt ens in Table 3 S. ig JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH "YES'AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWI5E,THE JURISDICTION UJ Z Q IC AREAS AND CONDITIONS. EXISTING WORK DAMAGED A5 A RESULT OF NEW CONSTRUCTION SHALL BE 2 Tabulated framing Toads and correction regwre nee s sha'I to permitted to be rrult'pl•ed by 0,92 forlrarr ng not locat=_d �:) _1 SHALL INDICATE "NO IN THIS PART OF THE TABLE. O O CS RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER. M.IN ACCORDANCE WITH SECTION a�R��3..010LZ.1,THE JURISDICTION SHALL INDICATE:THE WIND-BORNE DE93RIS WIND ZONE(S).OTTHERMSE,THE Table 3.1 Nailing Schedule 2015 WFCM within E fee:of corners. Q .415 JURISDICTION SHALL INDICATE NO" IN THIS PART OF THE TABLE. Number of Number or _Q ~ u 1 5 Joint c-escriphon Common Nails Bal Nails N•ilSpocing Table 3,6 Ridge Connection Requirements for Wind �e C 6. DO NOT 50ALE DRAWIN65, WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. (N.T.5.) REFERENCE STANDARD FOR DESIGN OF STRUCTURE ROOF FRAMING Exposure 6 � -z O ReRertoTopPlate fTornmiledl ;:eeTs:e3.:4I (:eeTare3111 ae,nr'ter (C^P3dLOat74;E•'.rii;tlDn°•: Roof A,S�IrCft'CIL=IOp_fl J -n f N 1) AMERICAN FOREST AND PAPER ASSOCIATION(AF 4 PAI 2015 EDITION Ce;linglalsttoTopPlate (Toe-nailld) IseoTz:ia14At (see Ta2e3.4A1 pe•joi- 11�� t- (7� " -1. DE5I6NER/ARCHITECT HAS NOT BEEN RETAINED FOR ON 51TE INSPECTION OR OBSERVATION OF WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND THO FAMILY DWELLINGS. _- CelingJaisttoPoralelFatter fcace-nail.df lzaeT;-x391'• (:eeT:re3911 sac-sap 700-yr, Speed � .A � --.-O CeiijngJainLap%over Partiton: (csoi-mrled) ,'."T;se394; r:eeT23,e3Sa1 eacmao 3•setondjust lmph) 110 115 120 130 140 150 160 1741 13o 185 In m CONSTRUCTION. 8301.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND ® Collar Tie to Reiter(Face-maned) (see Tab•e 3 6i lie-_Table 3 6' pe,to pouf Span t s s a DESIGN LOADS: CONSTRUCTION SHALL BE USED FOR DETERMINING DEAD LOAD Aim9it 4 ngtoReRfttT(! d-mill 2.1 2-10e eache,s Roof RequlTedCapacityofRidgeCoinection(p"f) WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE Rim 9oard to Rafcr(End•neiled) 2•i6d ?-15 es,fl e^d Ih) n �. 5. DRAWINGS AND SPECIFICATIONS AS INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY FLOOR EQUIPMENT. WALL FRAMING 12 i7 91 105 13E 169 205 .15 2J9 327 337 l-lo °° Endwatt 16 .03 111 141 ice 126 271 5.5 379 1596 R501S LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE • • • Top Pete to Tap Plate IFacr•neledf 2•SeC' 2444 pe,t»: 5-g OF THE DESIGNER/ARCHITECT WHETHER THE PROJECT FOR WHICH THEY ARE MADE 15 EXECUTED OR NOT. LIVE LOAD 40 ib. LOAD SHALL BE AS PROVIDED IN TABLE RSOIS. • • • J! Top Plates atlntersrrtion:Itace•naeed) 4-16e 5•lEd jdnts-a;;,slce 20 Sze 152 1?e " '. Zez 342 sod 413 545 661 V-.4 DEAD LOAD 10 Ib. • StudtoStud IFaca•naded' 2.lic 2-led .1,o.c 3'12 24 114 J32 211 272 3'.9 310 497 599 654 7?3 a �Ir� 1"- THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR SITES OR EXTENSIONS AND EXPANSIONS TO Corner stud rtjau.I{ TABLE 8301.5 • Meader toHeater lcace•neledl i6d 1512 le'oc.ao,Ead;a: 26 1�0 211 2aa ';LC 594 479 56E 1563 763 9:5 THI5 PROJECT EXCEPT BY YVRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO THI5 TOTAL LOAD ■ 50 Ib. MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Hotddown connected to Top or Bottom P!stetoStud(End-nailed) j:etT;ae35A'• (:eeTa,;e3541 per:t�c 32 206 213 gal 563 452 547 619 751 97! 1057 ARCHITECT. ROOF (IN POUNDS PER SQUARE FOOT) • transfer shear 2,1 , 36 231 273 316 4p9 573 616 730 u52 9E. 1190 • • Bottom Plate toFlootjoist,Eandiobt,EMIciist k•- 2-1612", Pe-foot LIVE • or51ci king IFace-nailed) _ 12 e5 77 EJ 10 139 16S 199 231 266 !21 GROUND show LOAD 45 1b. • • 2-16d Common "TECO" USE LOAD • FLOOR FRAMING 16 $7 102 11C 150 166 224 265 SOJ 351 425 C1. WHERE J015T HANGER5 OR STEEL FRAME CARRIERS ARE USED AND WHERE TECO TYPE CONNECTORS DEAD LOAD 10 Ib. nails at 6" o.e. Jai t4a5,II,Top PlatearG rder(Toe 7i•+led, a-°c 4•!Gd pe jot 20 109 I23 147 12C 231 230 331 3.3 443 536 OR GUSSETS ARE GALLED FOR ON THESE DRAWINGS, ONLY FASTENERS RECOMMENDED BY THE WIND LOAD 10 ib. UNINHABITABLE ATTICS WITHOUT STORAGE b Io , UNINHABITABLE ATTICS WITH LIMITED STORAbE b 2O Bridgmgtolaist fToe•ni l 2-Sc 2•JOd eac^.e"d 4'12 24 1.1 153 176 = E 279 336 39' 463 3-_ fs' SEISMIC '9 t9 elacking toJoist(Toa-nailed) 2-cc 2.1 Ed eache"d 2b 153 179 2156 269 325 392 463 540 620 750 MANUFACTURER ARE TO BE USED. M N HABITABLE ATTICS 3 ATTICS SERVED WITH FIXED STAIRS 50 • Blocking toSAI orTopFlats(Toe•naled) 3•I6c 4-led eac-bloc. 3z 174 204 235 50: $71 •143 530 617 703 D57 CATEGORY G (EXEMPT BALCONIES(EXTERIOR) AND DECKS • '40 tedger5triptoboom(Face-nailed) 5.16c 4-16d eachjoirt BASED ON RESIDENTIAL FIRE ESCAPES 40 Joinanied ertoBonn 38 146 230 2Ea '.3C 110 !04 595 6915 7?7 964 (:) (Toe•naikdl 3•ic 3.10d pe•jo'.^. CODE OF "NEW YORK STATE" GUARDRAILS AND HANDRAIL5 d 200 h bond JoitttoJoitt(End-nadal) 5•)612 4-led pe,jo,n 12 52 C. 69 m lm- 13_ 1515 1'32 2G3 253 10. PROVIDE A STORM DRAINAI�E SYSTEM FOR ALL ROOFS AND PAYED AREAS. 61JARDRAILS IN-FILL- COMPONENTS r 50 h R - 279 SECTION 8301.2.2 (SEISMIC BardlotatoSrlorTapPtate oe•ne�ledl 2•SC": 3.164 pe, 16 63 C,0 9' SLC 146 176 Z03 215, 337 PROVISIONS) PASSENGER VEHICLES GARAGES a 500 PVOFSHEATHiNG 20 65 too 113 147 See 220 260 3123 34S 421 11. THI5 DE5I6NER/ARCHITECT SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS ROOMS OTHER THAN SLEEPING ROOMS 40 14mcd:truRurmlPmnel: is LOc l;sc,aasg LV 5:12 24 1a2 119 13a 177 219 264 312 3151 421E 506 SLEEPING ROOMS 50 Diegonerb,ardShesthin; 23 119 139 161 245 2!5 30C 364 .124 AIE !;0 METHODS, TECHNIQUES, 5EGUENCE5 AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE STAIRS 40 G 1"x6"ar1`ag• 2•u4 2.10d :e•s,+aae••. 32 136 139 Oil 23E 2112 352 1116 415 557 C% PERFORMANCE OF THEIR WORK, AND SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF ANY WINDOW NOTES" 1"s1a•arw'+der 3-Ed 3.10d ,e•:_,so-t 36 153 1.79 2C7 2E5 32- 396 46C 535 627 753 GONTRAGTOR TO CARRY OUT WORK IN ACCORDANCE WITH HI5 CONTRACT WITH THE OWNER. A. 2 AELEVAARRE6iNCH AREA.ARE SfiAu-Ese CAPABLE of sIJPPORTINb A 11000-Po1nly LOAD APPLIED OVER a CEIG•T�SH:eTHING 12 153 55 E3 °ui 99 119 111 159 1:: 227 Z B. UNINHA51TAMZ ATTICS WITHOUT STORAGE ARE THOSe WHPRP THE CLEAR HEIGHT BETRMN JOIST'S AND RAFTERS 15 NOT Gyrur+,lyallboerd 5:coo!r: 512 coz e": 7 liege;':0 felt 16 63 74 25 1':C i33 159 138 213 250 322 AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. MORE THAN 42 INCHES,OR WHERE THERE ARE NOT THIO OR MORE ADJACENT TRUSSES WITH WEB GONFIGURATIoNS watt 5.1EbTWNG 20 79 92 106 135 166 299 235 2,3 313 37$ () CAPABLE OF ACCOMMODATING AN ASSUMED RECTAN6LE 42 INC+ES IN HEIGHT BY 24 INGFM�IN WIDTH,OR GREATER, I, ALL WINDOWS SIZES ON PLANS WERE TAKEN FROM +Valid Structural Paneth �r la its Tay,e 11. 37 453 JO WITHIN THE PLANE OF THE TRUSMS.THIS LIVE LOAD NEED NOT BE ASSUMED TO AGT GONWRRENTLY WITH ANY OTHER LIVE 6:12 24 93 111 127 152 199 239 2E2 327 L.OADRPQUIE'MMM. "ANDERSEN" WINDOW CATALOG UNLESS OTHERWISE Structural Fiberl:aardcamels 28 111 129 142 ICC 232 279 319 332 43"_ 329 -G. INDIVIDUAL STAIR TRI!AM SHALL ESE OW16NED FOR THE UNIFORMLY DISTRIBUTED LIVE LOAD OR A 500-POtM 112, 1:;a ;i roofng,a . 3•ec;e..E-5e a 32 IV 140 159 215 2e5 319 376 435 5?1 SD5 T_ CONCENTRATED LOAD ACTING oven AN AREA OF 4 SQUARE INCHES,WI•IICfEVER PRODUCES THE GREATER STRESSES. NOTED. SHALL BE 400 SERIES DOUBLE HUNG, ;°.220-.1-v2,.ang,7,•'ib^"ead'I D. A SINSLI!CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. "HIGH-PERFORMANCE" LOW-E4 SUN WINDOW" WITH 116 x13 1615 1915 2112 2 353 4:3 491 SE3 eco n Z E. SEE SECTION 850?.I FOR DECKS ATTACHED TO EXTERIOR WALLS. 2513.' 11 gs gals Tao? g":' 3'ec;e t!9'+e c 12 49 55 6: 76 94 11: 132 153 175 211 CON5TRUCTI ON NOTES F. GUARD INFILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL),BALUSTERS AND PANEL FILLERS SHALL ESe DE516NED TO U-VALUE OF 0.25, AND 50LAR HEAT GAIN 10120-x1-3•.'-I,-r<3 hear:. O WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 90 POUNDS ON AN AREA IEWAL TO 15WARE FOOT.THIS LOAD 16 E4 7! E2 102 125 1119 176 2oa 23! 2si 13 O NEED NOT Eye ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD IlWaAREMEW. COEFFICIENT (SHGC) TO BE LESS THAN .50 Gresum%Vallbaard 5:cooie-: Sd coo•e.- 7"edee I 10'f:e'c 20 31 92 103 127 156 13' 220 254 291 351 6. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE CLEAR HEIGHT ft-I' EEN JOISTS AND RAFTERS IS Ha•dbaerd Sc Ed treeTable 3 11, 7:12-12:12 24 915 110 123 153 1 C 7 223 .63 305 350 421 1. ALL ELECTRICAL WORK SHALL BE BOARD OF FIRE UNDERWRITERS APPROVED. NOT GREATER THAN 42 INCHES,OR WHERE THERE ARE Two OR MORE ADJACENT TRUSSES WITH AM GONFi6URATION5 Particleboard Fill Cc Ed i:ce Tar.Jtaru•er; 28 114 129 1915 ITC zir 261 307 356 4.03 491 CAPABLE OP ACCOMMODATING AN A55UMED RECTANGLE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR GREATER, 2• WINDOW DESIGN PRESSURE RATING Diagonal!acrd Sl+eethi 32 130 147 !ea 204 WITHIN THE FK.AW 0P THE??!ASSES ng 250 249 351 150' .IE6 Se. m THE LIVE LOAD NEW ONLY Be APPLIED TO THOSE PORTIONS of THE JOISTS OR TRUSS WINDOWS WITHIN 4'-O" OF GORNER5 SHALL MEET OR 1"r6•or 1"re" 2-C4 2-lu ger 5,°aa^ 36 14- 1611 1,-,S 223 ZC1 336 395 450 525 153. LU �J 2. ONGRETE FOOTING5 ARE TO REST ON FIRM VIRGIN SOIL. FOOTING5 ARE DE5I6NED A55UMING A BOTTOM CI0R PS P*ME ALL OP THE 1.OLLOWING CONDITIONS ARE WT. 1""10•at+vidar 3-ad 3-lod ze,ajzoo•t I Tab,ilated connection requirements sha'be perms-,,=d to to mmuli ! loi 070 for framing not!ocstad•edhm w fee,.o+but dinacomers. I. THE ATTIC AREA 15 A C!!26IBL.E PROM AN OPENING NOT L.E45 THAN 20 INI IN WIDTH BY 5o INCHES IN LENGTH EXCEED DESIGN PRESSUR- RATING OF 50 Ib/S.F. FLt�0R Srt�CTH°NG v LL- MINIMUM OF (2) TON PER 50. FT. 501L BEARING CAPACITY, SUBJECT TO TESTS, INSPECTION AND THAT 15 LOCATED WHERE THE CLEAR HE:I&HT IN THE ATTIC 15 NOT LESS THAN So INCHES. ALL OTHER WINDOWS SHALL MEET 0R EXCEED I Tab,dated connecnon requlrememi are based on total tI menus the roof assembly dead load of 6 c:f r0 6 K io psf=6 psfl. � t i 2.THE SLOPES OF THE J015TS OR TRJJW BOTTOM CHORDS ARE NOT 6REATER THAN 2 INCHES VERTICAL TO 12 UNITS W oad Structural Panel: v r , 1 abu'cited connexion re r V VERIFICATION. HORIZONTAL. DESIGN PRESSURE RATING OF 25 Ib/S.F. 1"orlest c toe 6'•edge•1_•f'elc qui-emems are based on a 1-inch rdga connec-lan spacing,for d ffarent rid-.2.2 connection spacing.muhlpl e L 5.REQUIRED IN°5UL.ATTON DEPTH IS LESS THAN TW JOIST OR TRU55 BOTTOM CHORD METER DEPTH. greater than 1" IOd i6c 6^edae,l I-`r'e1c tie tatuWed Va'uez by the appropeiate r,u tipler below Q THE REMAINING PORTIONS OF THE JOISTS OR TRUSS BOTTOM CIHORDS SHALL Be DESIGNED FOR A UNIFORMLY Diagonal E.:ard Sheetn,ne lu 3. CONCRETE 15 TO BE 3000 )LBS. PER 5Q. INCH COMPRESSIVE 5TRENGTH AT 28 DAYS. ALL H. DISTRIBUTED USED IN HANDRAIL IVE LOAD OF NOT LE55 THAN ASSEM15LIES AND SHALL OM PER wl�FOOT. FACTOR OF 4.THE SAFETY 1"as•ar w• 2•cd 2-Jod at,;,,oa•t Ridge connection Spacing fin,) u 1„ 19.1 z4 48 U) FACTOR SHALL BP APPLIED TO EACH OP THE GONGE NTRATED LOADS APPLIED TO THE TOP OF THE RAIL,AND TO THE i""lO'ar w>der 3•@d 3.1Gd gar$�,av^. MV!tiplier LOQ 1..- 1.60 2.04 a 00 � � � " 1 for jack ratter u.i.connections,use a roofs ane equal to twice the alk ra.,er len tri The Tack ral ler len h inerudie the overlap WORK TO BE IN AGCORDANI✓E WITH A.G.I. STANDARDS. LOAD ON THE IN-PILL GOMPOhENTT3.THESE 1.oADs SHALL Be DETERMINEv INDEPENDENT of ONE ANOTHER,AND LOADS u:lir;rscrrere^ts a•e r.;ec an wan:-eatmng na ec d• "one:o^-.s^te,at tie Pa•+e edge,a trna-,•.e no�^g:credu!e::^.a I p q J g � g ARE A65LM M NOT TO OCCUR WITH ANY OTHER LIVE LOAD. " length and the'acl,span a•+���-�' SHEARWALL SEGMENT DETAIL besedw"e'eryal!s'Kath.',erailirFzreduce- fa•e•ir.paswa• .-1,e; ed3irc"e:on-center at theps"e'ecrtty N.T.S. PER WFGM SEG. 5.4.4.2 obt;rf;1e-s1,ea-capaot;e: -ailirereex-exert:•or-rug.,alnerb".-liNbedo�Yec,orate,nateco^nen-r:sial be f ) u:ec to•nalnta�r-i,e roar y;rr. V J O 4. STRUCTURAL STEEL TO BE A-36 FABRICATED AND ERECTED ACCORDING TO THE A.1.5.0. GORE. GENERAL NOTES. • ylnerwa":`.eat!'ir;i:can:inw::overconrecedintraer, &ataavlatedr:r,.erofrails:ha :epert,inedtobered:cedto Table 3,10 Roof Sheathing Attachment Requirements for Wind Expos ~ � W/ MI'MIMUM SHEAR WALL 5EGMENT 1156:na•tie,aoot F� 4 5. STRUCTURAL LUMBER TO BE MINIMUM 1100 P.5.1. IN BENDING UNDER NORMAL LOADING, HEM-FIR 1. ALL MATERIALS, A55EMBLE5, CONSTRUCTION AND EQUIPMENT SHALL CONFORM TO THE L SIZE ASPECT RAT10i H/L < 5 1/2° Loads 1T VA - � INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY DWELLINGS 2015 EDITION. Table 3,9A Rafter,'Ceiling)oist Heel Joint Connection Requirements !l�-- lu in OF DOUGLAS FIR TO BE USED. 19ALLHTM) 5EGM�NT4WIDTH (NU (PrescriptraAltC-rnativ9ro ,abIF3.9' I I k 700 yr.Wind Speed3-secondgust(mphl 1t° 114 Lia 130 1415 iso 160 l7o- 160 1911 at-IN I n 2. WORKMANSHIP SHALL CONFIRM TO GENERALLY ACCEPTED 6000 PRACTICE IN THE 6. DOUBLE JOISTS UNDER PARTITIONS THAT RUN PARALLEL TO SAME DOUBLE J015T AND RAFTERS APPLICABLE TRADES. N co loll iN V-011 Roof Live Load GroundSnowloarl E F E F E F E SFRUE I FAL E E FF I E F E F E F E F 7-1, W 20 psf 30 psf 50 psi 70 psi 5. ALL DIMENSIONS SHALL BE CHECKED IN FIELD BY CONTRACTOR PRIOR TO ORDERING � Rafter/Truss AROUND ALL OPENIN65. MATERIALS OR COMMENGIN& CONSTRUCTION FIELD VERIFIED DIMENSIONS SHALL TAKE Roof Span(ft1 j Z I Framing RafterPirusS .n 12 24 36 12 24 36 12 24 36 12 24 36 Sheathing Locatidn Maxiiitnli Nail Spacing for bd Common Na•IS or Sad Box Grails(inches,o.c.}a V Savity,, St3aci PREGEDENGE OVER SCALING, NOTIFY ARCHITECT OF CONFLICTS. ngC�,) i IUSE "SINE''JON" Rafter t t 1�s Gravity,G '1. ALL HEADERS ARE TO BE (2) 2X8 5 UNLESS OTHERWISE INDICATED. HEADERS TO REST ON 4. ALL CONCRETE SHALL BE MINIMUM Face 3,000 P51 STRENGTH AT 28 DAY TEST. Rafter S'°'� Spacing lin,) Required Number of 16d Common or 40d Box Nails per Heel Joint tonntrtion _ 'HDU4 HOLD DOWN 12 6 22 E 12 6 12 E 12 6 12 6 12 6 12 6 1: 6 12 E L: DOUBLE STUD POSTS, EACH BEARING SIDE. PROVIDE 50LID VERTICAL 5UPPORT5 UNDER ALL (NOTE ALL EXTERIOR CONCRETE STEPS AND 6ARAISE SLABS SHALL BE MINIMUM Fan 5,500 PSI Pi/ 55TB16 ANCHOR E50LT 12 3 5 8 3 6 9 5 9 13 E 12 li 0,40 16 6 12 b is 6 12 6 1. 6 12 6 1. 6 1. 6 I: 6 1. £ l2 16 4 7 110 4 S 12 6 12 17 E 15 23 1912 6 12 E 11 6 12 a 12 6 12 E 1. 6 12 6 is 6 12 6 12 O BEAMS, 5TREN(9TH AT 25 DAY TEST) 3112 X Z 1912 4 8 12 5 10 14 7 14 2. 9 1E 27 Intelorione 6 == b 1. 6 12 6 1: 6 12 6 I: 6 12 6 12 6 12 6 12 S. ALL FOOTIN65 SHALL BEAR ON UNDISTURBED SOIL HAVING A MINIMUM BEARING CAPACITY 12 6 1z 15 12 6 12 a 12 a 12 5 12 6 12 6 12 6 12 6 12 LU f 1 8. FLOOR FRAMING TO BE REINFORCED WITH 5/4x3 WOOD CROSS BRIDGING AT MID5PAN AND OF 5,000 L.B. PER S.F. z4 5 4 6 6 5 7 4 I7 16 s 9 31 16 6 12 b 12 E 12 E 12 6 12 6 12 6 12 6 12 6 12 E 12 � i1� 12 3 4 c 3 5 7 4 7 10 5 9 13 0'4- V' b. ALL PLUMBING SHALL BE IN ACCORDANCE WITH 2015 INTERNATIONAL RESIDENTIAL BUILDING 19.2 6 Sz 6 11 6 12 6 12 6 12 6 11 6 12 6 1: 6 12 E I2 I N 16 3 5 E 3 6 9 5 9 13 6 12 17 24 a 12 E 1. a i2 E 1: a 12 6 1` 6 L" 6 12 6 6 E a MAXIMUM SPACING OF 8-0 O.G. CODE, AND LOCAL GORES. 4112 - 19.2 3 6 9 4 7 11 E 1/ 16 7 14 21 12 6 12 6 1: a 12 f 1. 6 12 6 AZ 6 12 6 6 6 6 6 6 �. ELEGTRIGAL SHALL BE IN AGGORDANGE WITH N.E.S. AND CERTIFIED BY N.Y.S. BOARD OF FIRE z4 4 e li 5 9 1"s 7 13 19 9 17 26 0.49 ib a 12 a 12 F 1. a 1. a 12 6 6 b 6 8 a 6 6 b a q. TIES; UNLE55 SHOWN OTHERN15E, AUXILIARY RAFTER TIES SHALL BE 2x4'5 ® 1611 O.G. TIED BACK UNDERWRITERS• 12 3 3 5 3 4 6 3 6 E 4 7 12 19.7 E 12 E 1'- 6 12 t 1: E E $ E 6 6 6 6 b E 4 15 8. ALL LUMBER SHALL BE DOU6LA5/FIR NO. 2 OR BETTER, MIN. Fb=8'15 P.S.I. UNLESS OTHERWISE 1/2" CDX PLYW00D SHEATHING 0 16 3 4 6 3 5 7 4 7 11 5 9 14 Pe^I"n?ter Edge zone 24 6 22 E 12 6 B 6 e 6 6 6 6 6 6 ,4 a s 9 4 4 m TO A MINIMUM Of (3) CEILING BEAMS WHEN SUCH BEAMS AND RAFTERS ARE PERPENDICULAR TO NOTED EXTERIOR Y4/6d NAILS ® 6'l 00. 5112 19.2 3 5 7 3 s 9 5 9 13 6 11 17 L2 6 12 a 1. d 1, 6 I. 6 6 6 E 6 6 6 6 6 8 e 6 0) 16 6 is a 12 6 i. E 6 6 6 6 6 6 6 6 6 4 4 9 4 EACH OTHER. al. ALL STRUCTURAL HEADERS TO BE (2) 2"X611 UNLESS OTHERWISE NOTED. EDGES $ 12" O.C. IN THE FIELD. 24 3 6 9 4 7 11 6 11 is 7 14 21 0-4_ 1912 a 12 6 6 e 6 6 a 6 6 6 e 4 s ,4 4 s s 3 3 12 3 3 4 3 3 4 3 4 6 3 5 E 24 e 6 a 6 a 6 6 e a 4 4 1 s .4 a 3 3 3 3 10. ALL FRAMING SHALL BE DOUBLED UNDER PARTITIONS, POSTS AND AROUND ALL OPENINGS. 1/2" GYP BD. INTERIOR W/ 5d 7i12 is 3 3 5 3 4 5 3 5 8 4 7 10 Gable EndwatlRake or 0.49 E 6 e e 6 E 6 a 1 3 10. ALL WINDOWS TO HAVE STRUCTURAL SUPPORT MULLIONS UNLE55 OTHERWI5E NOTED. (SEE NOTES 11. ALL HVAC EQUIPMENT SHALL MEET REQUIREMENTS OF THE 2015 INTERNATIONAL ENERGY COOLER NAIL5 ® 'I" O.G. ® EDGE 4 ® 19.2 3 4 5 3 4 6 3 6 9 4 8 12 Rake Truss with up toil REVISIONS CONSERVATION GORE REQUIREMENTS. 10" O.G. IN THE FIELD. 24 3 5 7 3 5 8 A 8 11 5 10 15 Ralte overhang 15.42 e 6 E E 6 4 4 4 3 3 BELOW FOR TYPE AND MANUFACTURER). 12 3 3 3 3 3 3 3 3 5 3 4 6 12. HABITABLE SPACE MUST MEET E&RE5S REQUIREMENTS PER INTERNATIONAL RESIDENTIAL BUILDING GORE SECTION 8510.2.1 MIN. 5 S.F. OPENING ON FIRST FLOOR WITH 20" MIN. WIDTH 9112 16 3 3 4 3 3 4 3 4 6 3 5 s BOARD SHEATHING 11. ALL WOOD OR STEEL F05T5 ARE TO BE PROPERLY BRACED AND ANCHORED. 14.2 3 3 4 3 4 5 3 5 i 3 6 9 Rafter;T-uss AND 24" MIN. HEIGHT, 5.-1 S.F. ON THE 2nd FLOOR, AND HAVE A SILL HEIGHT NOT MORE THAN 24 3 4 5 3 4 s 3 6. 9 4 s 1' sheathing sl:e suadng(i,i)* J, Minimum Numberot Bd Common Nairs Per Siupport 44 INCHES ABOVE FINISHED FLOOR. 12. ALL FLOOR JOISTS SUPPO�:TING BATHROOMS AND KITCHEN AND LAUNDRY EQUIPMENT TO BE 13. WINDOWS AND DOORS SHALL BE WEATHER STRIPPED AND CAULKED. 12 3 3 3 3 3 3 3 3 a 3 3 5 1x6or Larger heat 11.19.2 . 2 2 Z 2 2 2 2 2 2 12112 16 3 3 3 3 3 3 3 3 5 3 4 6 1x10 or Larger 12.19,2 3 3 3 3 ?. 3 ; 3 * ! II 14. USE SAFETY GLASS ON ALL WINDOWS IN TUB OR SHOWER ENCL05URES WITH BILL HEIGHT LESS 19.2 3 3 3 3 3 A 3 4 6 3 5 7 SPACED AT 12 O.G. MINIMUM(. THAN 60" ABOVE FINISH FLOOR AS PER 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE 24 3 3 4 3 3 5 3 5 7 3 6 9 E • Nadic3cnerpina!edffe:fin 1 Hee joint oarnect,om a,e not re•. Iced when the ridge is scr crtee b a loadb=-ar•n wa 1,header or ridge beam de-End tc f - T:aJ s:acing a:intermediate suppc.is n the panel field(in) SECTION R-308 d R-308.4.5. J v € 13. ALL WINDOWS AND GLA55 DOORS TO HAVE INSULATED GLA55 Of MAX. .5b U. VALUE. 15. &LAZING SHALL CONFORM TO 2015 INTERNATIONAL RESIDENTIAL BUILDING CODE SECTION 8-508. rest the aoG�i 'Icads. ` I for roof sheathing within 4 feet of the perimeter e�+Eeof the roc',including 4feeton each s d=-o"the roc`peas,th.e S foct perrt^eter edge L4 heli mtemteii-te support o the raper is provided birvertical strt;ts or purrmsto a loadbearing will,the tabulated hee'joint :c ne attachment requ!remems shat)be usM corn-cion requirem�'•L shat'to permit-ed to be reduced Frrport<onal'y to 11"e red uctior in spar. 2 for Kind soled;greater than 130 mph,hbckrn;is reeuirec which trans`ers shear bad tc two add,tional joiss I5 jousts total). 14. HEATING SYSTEM 5HALL BE CAPABLE OF MAINTAINING A 10 DEG. F INTERIOR TEMPERATURE 3 Eguin ent connectlors a rtjvired fcrceCr Jc•Ist:o ce l n@ jeir.lap sp ices- r/ DECK DETAILS MOTE USE TRIPLE ZING CONNECTORS) USE "!51MP50N" F I WHEN 0 DEG. F OUTSIDE WITH A 15 M.P.H. WIND. 4 Pabu•atad heel jcirt cccir�:tion r quirements do not incucte the add Moral Wright of tl-e cel ins assembly. HDU4 HOLD DOWN 5 Ta'5u'atad heel Table 3,11 Wall Sheathing g Exposure far "cR Z lartccnn=cticnrequiremensa:sum?cel`li,,jo:st.orraftertlesare:bc6:=_d at thelN+ttomcf:heatticspac,a, gandCtaddin Attachment tERPi- W/ 5/6" TREADED ROD When ceiingjoistsorraftertie:ar=,ecstsdhia•+e-int'heatticsrace;noatti_storageisessumed,an•lthetabuiwedheeljoint Requirements for Wind Loads `Gj�^ 15. ENTRANCE DOORS ARE REQUIRED TO HAVE A CERTIFIED U. VALUE OF .40 OR BETTER. LA RAILING con ne-o atfeqursmansshall beincreased bythefol loilfactors: (� G r!� � TYP. CONNECTION FOR TWO Ceiling Height/Too (y ° •yy.� 0 Heel Joint Connection 700•y,Wind Speed 3-second gust(mp"r) 110 L15 LT-0 130 iso ISO ISO 170 iB0 1911 it , I6. A SINGLE STATION SMOKE DETECTOR ALARM DEVICE SHALL BE INSTALLED ON THE CEILING ° Rlate-to-RaofRidge . 'r STORY APPLICATIONS PAiustmentFactors ,• 14t5 0 M • . Height(HJNu) 1 g i. `, t. , .0 " / `r � STRUCTURAL SHEATHING ADJACENT TO THE SLEEPING SPACES IN ACCORDANCE WiTH THE N.Y.5. CODE 111.5 • .' °• FOS -' 1/2 °0 N I�`d>r ' r 'f ri_��`,!` F EF E F E F E F E F E: F E F E F ` !z: y T T+a-'!; 1/3 1.57 Yt.?;damStud Spacingr �.. 1/4 1.33 Sheathing Location awimutrt nal Spaci-q for ad Cinimll Nails or III Box Nair.; Incrlos,o.c,) 11. ANY FIREPLACES TO HAVE FRESH AIR INTAK: AND TEMPERED GLA55 DOORS PER N.Y.5. CODE. .o ROOF SHEATHING NOTE: -ii 1/5 1.25 rxh o'c r � '. �(� x/2861 : Sint Son Strong-Tie . a sr 6 1: 6 1_ 6 12 6 12 6 12 6 ii 6i 12 6 1_ 6 12 �/C p g (GAN USE IDd BOX NAILS A5 INTERIOIR ZONE-Ib ON-CENTER RAFTER/TRdlryS SPACINGF 1/6 1.20 Interor io to is 6 L^ 6 12 6 12 6 12 6 12 6 1: a 12 6i L' 6 11 6 12 N r' DRTS ALTERNATIVE) TOWN-CITY OR VILLAGE ZONING LAWS : 'x^ r NAIL sPAGiNb-PANEL E9h5E-ed COMMON a b"ON--CENTER 1/10 1.11 24 a 12 E 11 5 iz 6 12 6 L e L 6 112 6 5 e 6 E V` *. Simpson Strong-Tie NAIL SPACING- INTE:RMIEAMIATE SUPPORT-8d COMMOM a 12"ON-CENTER Note:Lateral d.Fc"-c•n o`th a rafter bet w the rafter tie,ma v e.ceatl 3;'4 Irch v.,nen ra`.er ne:are located abcae rate-third of 12 a i2 6 1. a 12 6 12 a I: E 12 E 112 F 12 6 iz 6 12 Simpson Stron -Tie PG the top pate-to-roof ridge hsight,H,u or wher k,iz greater rh an 2 fee-ar d may reeu se additional censiden'.ien Perimetter(Edge Zonl2 1E 6 12 5 12 6 Si 6 L 6 12 c L' 6 12 6 i? 6 12 6 6 IW il`4 BY: J. TURNER, ER, 18. ANY VARIANCE OR SPECIAL. EXCEPTION REQUIRED FOR THE CONSTRUCTION AGGORDING TO pABu44 g PERIML'TER EDGE zot�-Ib oN•GENTE9e RAFTER/TRUSS SPACING NAIL SPACING-PANEL EDGE-8d COMMON a b"ON-CENTER 24 6 12 6 1: 6 12 6 12 6 I2 6 22 6 e 6 6 6 6 b 6 %ALE: AS NOTM THESE PLANS 15 THE 50LE RESPONSIBILITY OF THE OWNER. Simpson Strong-Tie NAIL SPAGIN6- INTERMIEDMIATE SUPPORT-8d GOMMOM•b•ON-CENTER 6OARDSHEATNIftGor LAP SIDrNU w 1�.7 NOTM Li/ DBTI TH 15 PROJECT COMPLIES WITH THE 2015 Sheathing Size Rafter,'Truss Spadig CiI'iKfD BY: WALL SHEATHING NOTE: (snehes,o,c.) M:nimurnftumberotBdCommon fJai?sor111dBox Nail;Per Support la. WHERE MECHANICAL EQUIPMENT OR PIPING PENETRATE OR INTERFERE WITH STRUCTURAL FRAME, INTERNATIONAL BUILDING GORE, THE DATE: OS/23/Iq (GAN USE IOd BOX NAILS A5 INTf52101R ZONE-Ib'ON-CENTER STUD SPACING labor ixE S'seathing iz�a 2 2 2 2 2 2 2 2 2 2 REINFORCE FRAME AROUND OR ADJACENT TO INTERFERENCE AS REQUIRED TO MAINTAIN ALTERNATIVE) 2015 INTERNATIONAL MECHANICAL 1ti0orte-ge,Shea•hlng 12.24 3 3 3 3 3 3 3 3 3 3 SHEET NUMBER STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILIN65, ROOFS, ETC. • JOIST NAIL SPACING-PANEL EDGE-ed COMMON a b"ON-GENTER " CODE GHAPTER5 12 THROUGH 24 THE NAIL SPACING-INTERMIEDMIATE SUPPORT-8d COMMON a 12 ON-CENTER i i E - Nai'1112>on:a*.P.an?I adgs(in.) 0 0 4'EDGE ZONE- Ib"ON-e,VI' R STUD SPACING 2015 INTERNATIONAL PLUMBING, F - Nal'tioaang at tit=rmedlat=s,reports m the pane!held(,n) 20. COMBU5TION AIR SUPPLY FOR FIREPLACE: NAIL SPAGIN6-PANEL E926E-BdCOMMON 0 b"ON-CENTER CHAPTERS 25 THROUGH 32, THE 2015 1 forwa'lshe?thin;within4.e•to theccrnerz,the4,ootedge:oneattechmentrequirementsshalibeused "TEG&" JOIST HANGER NAIL SPAGIN6-INTERMIEDMIATE SUPPORT-8d COMMOM e b ON-CENTER Tabu'red na'sp_:m°_assumes she-thing attached to stud framing rtwmben wirh a 42 s G,.0 49 1i PROVIDE AIR INTAKE WITH DAMPER, PER CODE, FOR OUTSIDE AIR, CONSTRUCTED OF LEDGER INTERNATIONAL ELECTRICAL, CHAPTERS NONCOMBUSTIBLE MATERIAL. INSTALLED TO PREVENT BACK-FLOW OF FIRE AND I SECURE TO STRUCTURE W/ 1/2% LAG BOLTS a 16" O.G. 55 THROUGH 42. 5 Forextd-,orF.anelsv7+ng,gal•. edOOKnailsSha'!bepermlttedtobes-itst�tutedforrornmonnas. I A _2._� PRODUCTS OF COMBUSTION THROUGH INTAKE. JOB #: DDG-Iq-0041 rJ -7 I-ci11 421-101141-011 S 231-411 4-J -- - - - - - - - - - - - - - - - - - - -- -- - - - - -- - - - - - - - - - 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �fi —i7 - - - - - - - a L 111 - - I��- — —— — — — — — — - -- - 12_6 - - - - - — - - - - 13 - - - - -- - - - - - - - - - - - - - - - i I m v I I I = O �- I 1 %3 �� �� �� II •• 1 � L-4i 2x8 AGQ D.J. I Q� 2x8 AGO D.J. II -`� f f I I I I► 111 _! ^ c r g �� o �� I I •. I ° ° dJ = I I •' I 1 11111 � � � m }- OL X @ I6 O.G. x @ I6 O.G. I I r =1vci I iv N I I r r - r ► � � •` I I I I I I _i � � � x.. U X x x = I I I I II I I l....� }' O O p I I 1 1 1 1 1 1 C!J fj o m 8'-4" 8._4.. cv 8�_3�� j . • I I . ' I III III _ el 17L O I dJl I I I 2"x8" AGQ D.J. I Q 2"x8" AGQ D.J. I .� (3) 1-3/4" X 11-1/8" GDR. F _1 (3) 1-3/4" X II-1/8" GDR. O A i (3) 1-3/4" X II_7'/8" GDIR. ( ) 1-3/4" X II-1/8" GDI� ) 1-3/4_X II-1/8" GDIL�. ) 1-3/4" X II-1/8" Wk. ( ) 1-3/4" X ILIA/ )II GDR. @ I6" O.G. I ® I6" O.G. I I I L _J L L _ J — L _ J I ° I I • I L J I N 0 1 1 1 1 iv iv I . • I I T � I I v I •. I I ' I I � � I � l j � '�� �� f I _ 4 DIA. STD. � n WT. STL. COL. ON `9 I I UNEXCAVATED I I i I I I bJ A A I 24" X 24" X 12" DP = I I I a I P. GONG. FTG. °.. I 1-- f ( III cn = j 12"x8" AGO D.J. 12"x8" AGO.G.D.J. I I I I I ,_ I I r i- 111111 _ 4t I =� ® lb" O.G. � @ lb" O �I � x x x � •,` � j II 11 I —IN I � II . 1 m m m I .° I III III O CCS N N 1 I N ci cl 1 I I i I I I I 1 1 - - - - - - - - - - -- — 1 — — — — — — 1 — — , �- — — — — — --I (3) 1-3/4" X 11-1/8" GDi� (�) -5/4 -1/8 GDi2� T (�) I-3/4" XII-1/8" GDR (�) I-3/4" X II-1/8" GDR. ) I-3/4" X II-1/ , GDR. I r — — — — — — — — — — — - -- — — — — — — — — — — — — — — — — — — I2" DLA. I ° I I °, I I :•° P. GONG. FTG. 1 1 I 1 I I I ( N 0 0 o z GIRDER POCKET � BASEMENT I I f 1 1 I Q i 11 I J ® ® 6 LOCATIONS a L0 1 1 NEW 4" P.G. SLAB REINF. N _ _ I • I 1 I = 1 I dZ1 (bx6-WI.4xNI.4 W.W.M. ON WELL Mid) } f I d) _ L• 1 r r COMPACTED POROUS FILL r I I v I I O O 1 f x x x I I x N N N I I I I N 1.0 �•— I ;• I I I I • I 1.1..1 1.1..1 8 I 13._6 4�-8" 1O'—O" 12._6 13'-2' 8"1 I I 1 A Q - - -� - - - - - - - - -1 1 p z O 1 1-- - - - - -- - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - yI � � d - -- - -- - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - -- — — — — — — — — — — ~ ' DL - - - - - - o �, } 0 20 -O Z <01 , III'-O" 75'-10" < t < O A o - 5 � ENERGY NOTES I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION CONSTRUCTION CODE. THE AUTHORITY f(1 HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY EFFICIENCY PROGRAM IN EXCEED THE ENERGY EFFIGIENGY m REQUIRED BY TH15 CODE. 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED SY THE BUILDER AND POSTED AN A WALL IN THE SPACE WHERE 7HE FURNACE 15 LOCATED. CERTIFICATE SHALL COMPLY WITH IRC N1101.14 REVISIONS 5. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION OF THE SURROUNDING SURFACES. 4. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL GOMIPONENTS AND VERIFY COMPLIANCE. 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LE55 THAN OR EQUAL TO 5 ACH50 IIN CZ 4A, 5, 6A° TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. 6. DUCTS - SUPPLY AND RETURN DUCTS IN ATTIC, SHALL BE INSULATED TO A MINIMUM OF R-8 ® 3" OR GREATER IN DIAMETER, AND R-6 ® DUCTS LESS THAN 5" IN DIAMETER. 6A. DUCT SEALING - DUCTS, AIR HANDLERS AND FILLER BOXES SHALL BE SEALED. 7. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. ��, ks C� 8. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. �m a. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55 F DEGREES SHALL BE INSULATED WITH R-3 MINIMUM. 10. MECHANICAL VENTILATION — SHALL MEET THE REQUIREMENT5 OF THE IRC / IMG. t. �<C�O01NE ID F NEIN A II. EQUIPMENT ALONG — PER ALGA MANUAL S, BASED ON LOADS CALCULATED PER ALGA MANUAL J AS PROVIDED BY A THIRD PARTY HERS RATER. DRAWN BY: J. TURNER 12. LIGHTING - A MINIMUM OF 75% OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFICECY LAMPS. . A6 NOTED 15. ALL HVAC, PLUMBING 4 HIECLDCOL SYSTEMS SHALL MEET THE IRC GHAPFM 11 ENERGY EFFICIENCY, INTERNATIONAL MECHANICAL OW D BY: CODE, INTERNATIONAL ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL, AIR CONDITIONING, VENTILATION. HEATING DATE: 08/23/Iq SYSTEMS ( NEW, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPT SNE& NUMM 14. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH IEGG 2015 UNALTERED PORTIONS OF THE EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM IN _— ACCORDANCE WITH SECTION NI105 CONTROL SYSTEMS. 16. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH TABLE R,402.4.1.1. APPLY AI A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATLY PRIOR IN INSTALLING INTERIOR GYPSUM WL BOARD. JOB #; PVC-N-0041 A 5 � 86'-10" 40 14'-113" 6'-103" m 3'-1" 4'_O" 4'-O" 10'-3" 13'_0" 8 8 8'-8" 4/ 410* m A21 A21 A21 �0% Tw3052 TW3052 Tw3o52 Tw2852 Tw2852 Ute_ m (2) 2 XIO HDR. (2) 2 XIO HDR. o�, 2 2 XIO" HDR. 2 2"X10" HDR. _ 23'_0" O .. Z� 14 -O 4 14 -O 4 -O r 40 O BEDROOM _ I X� nn ,, t0 ! #1 moo- 1 ! 1 V o v lV -J O � la 0 0 o a O BEDROOM ° dtu -' p ~ m V 2 m W O o V Q U x N � Ti � � -1 �' !LJ = r v v - b. v 1 0 llY _ N O - x I i _ O N O — LIN. LIN. (3) I-3/4" X 11-1/8'CA lU i x _ : : x N w O = 0 IN m �6 w az N N w w `fl � m 66g L 00 - o Z N 0 Q O w 0 00 ATH `�� _1 ,,�o`O a o a - N X a _ rn x j ! CLOSET ti -1 4 -O" cq x O �t op 0 - LOSET 0 0 0 1=WH3180 d (2) 2"XI0" HDR. (2) 2"X10° HDR. N z 00 71 — — — 2"XI HDR. 1 = Tw2552 Tw2652 O 3: %Z � � 1 O r 1 QC a a j ® �' HALF WALL � W a i W I p o LIVING o o I - - - - - - - - - - - I o o O = z ROOM 1 �9 x x x 1 _ x x = A3k): Q� = � A N N 1 I cv O Mo - — W cll m i KITCHEN 1 -! `o O AOL � M R V�1 l^ ,!, CIL 20'-6" 1 15'-611 1 ,Illi (0'-6" ��` .f1 lJ op N0 ■TS IIIGGG z W I � . 1 (2) 2"X10" HDR. r (2) 2"X10" HDR. to TN5052 TN5052 TN3052 � O O LL- 151-1011 13'-O" 3'-6" 8'-O" 20'-0" 1 N I10 op '-O" cy 47'-10" 8'-O" 20'-O" OX 561-1011 op 40 m A m 5 FIRST FLOOR AREA: 1,808 SQ. FT. REVISIONS GARAGE FLOOR AREA: 672 SQ. FT. F I RST FLOOR PLAN � I FRONT PORCH AREA: 128 SQ. FT. J J""(I � REAR DECK AREA: 398 SQ. FT. R502.15 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT REQUIRED ELSEWHERE IN THIS CODE TO BE SCALE: 1/4"=1'-0" FIRE-RESISTANCE RATED, SHALL BE PROVIDED WITH A '12-INCH (12.1 MM) GYP5UM WALL-BOARD MEMBRANE, 5/8-INCH (16 MM) WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL OUTLETS, LIGHTING, DEVICES, LUMINAIRES, WIRE5, SPEAKERS, DRAINAGE, PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. a" VTR, 1 a" vTi I EXGEPTION5: R1i05.1.2 ICE BARRIERS. I I IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE x'41 _ I. FLOOR ASSEMBLIES LOGr�TED DIRECTLY OVER A SPACE PROTECTED BY AN AUTOMATIC, SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION F2Q04, NFPA EAVES CAUSING A BACKUP OF WATER AS DESIGNATED IN TABLE 8501 .20U, AN ICE 2y�'r I 1 _ I` \ 2" (� G � 15D, OR OTHER APPROVED EGtUIVALENT SPRINKLER SYSTEM. BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLE5, METAL ROOF SHINGLES, �' I I I 1` ( 2" __BUILDING LINE �"' +�.y"9 y�.i MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE SHINGLE5, WOOD r 1 2"� Y a S" y 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT ('2" I SHINGLES AND WOOD SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER � 1/2" �' I' I 1 1 1/2" 11/2"11 1 1 1/2"J 2"J SINK ' ,° 0 INTENDED FOR STORAGE OR FUEL-FIRED aPPL1ANGEs. THAN TwO LAYERS OF UNDERLAYMENT CEMENTED TOÐER, OR A SELF-ADHERING LAV. LAV. Lay. cn ,I' 4 r('' ' 3. PORTIONS OF FLOOR ASSEMBLIES SHALL BE PERMITTED TO BE POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF NORMAL I r I I W.M. UNPROTECTED WHERE COMPLYING WITH THE FOLLOWING: UNDERLAYMENT AND EXTEND FROM THE LOWEST ED6E5 OF ALL ROOF SURFACES TO tI D.W. " M' 012661 Q'E" A POINT NOT LESS THAN 24 INCHES (610 MM) INSIDE THE EXTERIOR WALL LINE OF THE 1 1/2" SH04ER 1 Tu 1 1/2" 2 OF N .(O 5.1. THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS BUILDING. ON ROOFS WITH SLOPE EQUAL TO OR GREATER THAN 8 UNITS VERTICAL IN 2" a" FAI DOES NOT EXCEED ,SO 5GUARE FEET (7.4 M2) PER STORY 12 UNITS HORIZONTAL, THE ICE BARRIER SHALL AL50 BE APPLIED NOT LESS THAN 56 C.O. INCHES 0114 MM) MEASURED ALONG THE ROOF SLOPE FROM THE SAVE EDGE OF THE 4" 4" a" P DRAWN BY: J. TURNER 5.2. FIREBLOCKING IN ACCORDANCE WITH SECTION BUILDING. MI A WI TEM R502. 11.1 15 INSTALLED ALONG THE PERIMETER OF THE 5C, A5 NOTED UNPROTECTED PORTION TO SEPARATE THE UNPROTECTED EXCEPTION: DETACHED ACGE55ORY STRUCTURES NOT CONTAINING 4" H. TRAP C44KV BY: PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. CONDITIONED FLOOR AREA. 4. WOOD FLOOR ASSEMBLIES USING DIMEN51ON LUMBER OR STRUCTURAL DATE: Ogl25Aq COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 %fmT �5m MM BY 254 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTR��TING EQUIVALENT FIRE PERFORMANCE. F1�UM5 1 �lC� RISER D I AC�i�AM N.T.S. JOB #: DDG-Iq-00411 \/I NYL CLAPBD. 51 D I NG � INSTALL 11" RIGID INSULATION ' TYYEK OR EQUAL CUT TO FIT BETWEEN THE 3HIGH RAILING 1/2" PLYWOOD 5HEATHIN6 RAFTERS. FOAM SEAL BOTHt� SIDES ALONG RAFTER WITH 2" X 4" WD. STUDS ®16" O.G. EXPANDING FOAM SEALANT. R-15 MAINTAIN EQUAL VENT SPACE HURRICANE CLIPS HURRICANE CLIPS I INSUL. Q m "x " . JD 26AGQ ECKING 3/4" T. G. FLOOR INSULATION :2"x&` FOR LENGTH OF RIGID @ EA. J015T ® EA. 5/4 2x6 AGQ D.J. c� 16 O.G. SUB F = m c 2 x6 AGQ 5/4" D.J. @ 16" O.G. 2 X 5" 1=.J. @ 16" O.G. �� O.G. m VENTED AIRSPACE D.J. @ 16 DECKING c DECKING INSTALL 1" RIGID ATTIC INSULATION (2)2"x10" INSULATION VERTICALLY TO CONNECT INSULATING AGQ GIRDERIL (2)2"x10" • SHEATHING TO RIGID Q„) V DE AGQ GIRR I� INSULATION BAFFLE. lU Z 4 c FOAM SEAL BOTH JOIST HANGER INSUL. Q Q O O .6 JOINTS 51 MPSON _ 51 MPSON _ ® EA. JO I ST Q ~ 'm EPB44 P05T BASE EP544 P05T BASE 2"X5" AGQ WD. LEDGER v 12" DIA m 12 DIA m W/ 5/8 DIA. LAG BOLTS CONTINUOUS BEAD P. G. PIER P. Cl. PIER STAGGERED 24" O.G. Ct d- OF SEALANT 6 PEGS. 6 PEGS. y ^ 'tet' 1 1/2" RIGID INSULATION BASEI"I'ENT WJ EXTERIOR INSULATED WALL .4t 1" EXT. INSUL. SHEATHING AS ATTIC EAVE BAFFLE AND VENT D E TA I L III 1 i DETAIL 11211 SCALE: 1/2"= I '-C" SCALE: 1/2"= 1 '-0" CCS Scale: 1 1/2" = 1'-0" DETAIL 11511 SCALE: 1/2"= 1 '-0 z MANUFACTURED RECESSED LIGHT ENCLOSURE Q ATTIC INSULATION ATTIC TRUSS O N lU z cn Lu --1 CONTINUOUS RIDGE VENT Q 1-3/4 X 11-7/8 LVL RIDGE BEAM. 011 LLEXPANDING FOAM SEALANT AT PERIMETER ASPHALT ROOF SHINGLES OVER z'4 15# FELT PAPER, 1/2" CDX SHEATHING, CONTINUOUS BEAD OF SEALANT 2x10 ROOF RAFTERS 016" O.C., z DRYWALL CEILING 2x8 CEILING JOISTS ® 16" O.C., ANDO RECESSED LIGHTING FIXTURE 1/2" GYPSUM BOARD. 12 2" x 6" G.J. (p 52"' O.G. Q 6 < AIR SEALING AT RECESSED LIGHTING IN A Z !J $C012: 1 1/2" _ 1'-0" R-38 ICE SHIELD FROM EAVES O EDGE TO A MIN. OF 24" INSIDE INSUL. 2" x 10" G.J. ® I6"' O.G. OF EXTERIOR WALL R905.2.7.1 wNsm 12" OVERHANG W/ 1x6 WOOD EXTERIOR WALL m FASCIA & 1/2" EXT. GRADE CLAPBOARD VINYL SIDING m PLYWOOD SOFFIT W/ R-15 "TYVEK" OR EQUAL BUILDING WRAP CONTINUOUS VENT O INSUL, KITCHEN O 5/5" PLYWOOD SHEATHING BEDROOM _i R� Iq INSULATION ly tT 2 xb WOOD STUDS ® 1611 O.G. REVISIONS (2) 2X6 ACG SILL PLATE W/ #2 1/2" GYP. BD FIN15H 5/8" DIA STL. ANCHOR BOLTS @R-30 3/4" T. G. 5'-0" O.G. MAX, CONT. TERMITE INSUL. SUB FLOOR (2) 2X6 AGQ SILL PLATE W/ WINDOW UNIT AS SHIELD OVER SILL SEAL -F IL_ 5/8" DIA STL. ANCHOR BOLTS +� +� " �+ 3-O O.G. MAX, CONT. TERMITE TJI-230 xll-7/8 F.J. ® I6 O.G. JI-230 xll- O.C. AIR BARRIER T 7/8 F.J. � I6 0 SHIELD OVER SILL SEAL CONTINUOUS MINIMAL GRADE EXPANDING FOAM AT WINDOW PERIMETER (3) 1-3/4" X 11-7/5, (3) 1-5/4" X 11-7/8" ' LVL GDR. LVL GDR. CONTINUOUS BEAD 10" P. GONG. FOUNDATION = 11 � CJ. M �-�- = 8" P. GONG. FOUNDATION Y� OF SEALANT WALL ON 2Ox12 P. GONG. ,:Y. 4 DIA. STD. WALL ON I(bx6 P. GONG. , -CONTINUOUS BEAD FTG. ON UNDISTURBED 501E WT. 5TL. COL. FTG. ON UNDISTURBED 501E CSNCo 9 0Z OF ADHESIVE -CONTINUOUS BEAD " OF SEALANT NW 4" P.G. SLAB E NEW 4" P.G. SLAB '; ' �e n REINF. W/bxb-W1.4xW1.4 ; ; REINF. W/bx&-WI.4xK.4 I , W.W.M. ON WELL COMPACTED i — -� �.-� -, -,, . . . .. r �.. -- W.W.M. ON WELL COMPACTED �'�. 012661 I POROUS FILL ' '' POROUS FILL p�NE�N�Q¢ (3) #5 BARS 24" X 24" X 12" DP (3) #5 BARS VAPOR BARRIER 6" POROUS (3) #5 BARS CONTINUOUS P. GONG. FTG. CONTINUOUS FILL TYP. CONTINUOUS DRAWN BY: J. TURNER -CONTINUOUS BEAD SCALE: AS NOTED OF SEALANT SECTION J) A - A " c t7 BY. DATE: oa���la CONCEPTUAL AIR SEALING STRATEGY // SCALE: 1/4"=1'-0" SHEET NUMBER UPPER WALL SECTION Scale: 3/4" = 1'-0" JOB #: 00G11dt-0041 ASPHALT ROOF 5HIN&LE5 OVER 4-J 15# FELT PAPER, 1/2" CDX SHEATHING, ct 2xI0 ROOF RAFTERS alb" O.G. 61, TRIM. F -oil ------ 12 U m m 41 6" FASCIA fj CL Q) Q V-0" OVERHANG 1u ;e H TYP. Q Q — Li 000 0 JLL rr-7i rr--ii r7 FEDI F I M ILL:jj LLJJ Z]=�= cit 71 L STONE VENEER SIDING FRONT ELEVATION SCALE: 1/4"=V-0" to V LU ASPHALT ROOF 5HINeLE5 OVER Ck %J) 15# FELT PAPER, tu 1/2" CDX SHEATHINS, 2xI0 ROOF RAFTERS @16" O.C., ASPHALT ROOF 5HIN&LE5 OVER 1 F PAPER, � t!� 5# r 1/2" CDX SHEATHING, < > Lu 2xI0 ROOF RAFTERS @1611 O.C., X < Z: tu O 6" FASCIA In V-0" OVERHANG T P. �SN REVISIONS MW4 C-1 ARROARD IMIMME IL STONE VENEER SIDING .0 too, 'IPA DRAM BY: J. TURNER 1SCALE: AS NOTED� CIW!o BY: LEFT SIDE ELEVATION DATE: Oq733/iq %M HJMM:R SCALE: 1/4"=I'-O" JX #: DDC--1q-0041 _j ct 12 �I s 12 10 VINYL ULAFIJUAKU SIDING 61 rMOCIA IL CL U _ EXTERIOR WALL 1 -0 OVERHANG CLAPBOARD VERH NG CLAPBOARD VINYL 51 D I NG NP' ZO 3 TY1/EK OR EQUAL BUILDING WRAP - 5/5" PLYWOOD 5HEATHING ❑UVd I O Q ~ m 5 R-Iq INSULATION 211E] �j d) 2"xb" WOOD STUDS ® 16" O.G. d V 1/2 GYP. BD FINISH ctblo V gym-- - tj I � h--1 z Q O REAR ELEVATION 0 SCALE: 1/4"=V-0" tf 1 Lu V z Lu ASt-HAL1 KUVt- 5HINC7LtS VVtK Q N Z15# �FELT PAPER, - = O 1/2" GDX SHEATHING, _ O 2xIO ROOF RAFTERS ®16" O.G., ASPHALT ROOF SHING1-E5 OVER }� 15# FELT PAPER, 11J 1/2" GDX 5HEATHIN6, 'd. } !J 2xIO ROOF RAFTERS ®I6" O.G., Ua O N p/ 6" FASCIA 6" FASCIA m :9m 1'-0" OVERHANG 1'-0" OVERHANG TYP. Hd Td 1-0 LL HI TYP. EXTERIOR WALLREVISIONS CLAPBOARD VINYL 51DIN6 ']H "n'*\/EK" OR EQUAL BUILDING WRAP -n 5/5" PLYWOOD 5HEATHIN6 � R-19 INSULATION o 211x6" WOOD STUDS ® 16 O.G. ® _ MNYL CLAPBOARD I/2" GYP. BD FINISH � - - - - - - - - - - - - - - - - - - - - - L41 q= ^ 0 RE 00 it r �► .� .n - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - GENE *4 -mom M010.1- DRAWN BY: J. TURNER SCALE: AS NOTED CWT? BY: RIGHT SIDE ELEVATION DATE: Og12311q SHEET NUMBER SCALE: 1/4"=V-0" A I JOB #: DDC-Iq-0041