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Home My WebLink About43448-Z ®, !Fat/( Town of Southold 12/11/2019 P.O.Box 1179 a C* T 53095 Main Rd ��,�01 Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40921 Date: 12/11/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 4295 Camp Mineola Rd.,Mattituck SCTM#: 473889 Sec/Block/Lot: 123.-5-24.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/5/2019 pursuant to which Building Permit No. 43448 dated 2/5/2019 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: alterations and additions including front and rear deck and outdoor shower, to an existing one family dwelling as applied for. The certificate is issued to Iasello,Anthony&Cathy of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 18-45379 9/19/2018 PLUMBERS CERTIFICATION DATED 8/2/2019 PIJNbmg&J#ating \\4�-V 'In ou - 00 ignature SUFfa`-=i TOWN OF SOUTHOLD BUILDING DEPARTMENT a 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#: 43448 Date: 2/5/2019 Permission is hereby granted to: lasello, Anthony 70 Locust Ave Rockville Centre, NY 11570 To: Construct additions and alterations for flood compliance as applied for per flood permit, DEC NJ letter, and Trustee approval as applied for. Replaces BP#40979 At premises located at: 4295 Camp Mineola Rd., Mattituck SCTM # 473889 Sec/Block/Lot# 123.-5-24.1 Pursuant to application dated 2/5/2019 and approved by the Building Inspector. To expire on 8/6/2020. Fees: PERMIT RENEWAL $502.00 Total: $502.00 Building Inspector 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#: 40979 Date: 9/9/2016 Permission is hereby granted to: HSBC Bank USA National 3476 State Blvd Fort Mill, SC 29715 To: construct additions additions and alterations for flood compliance as applied for perfkWd permit, DEC NJ letter, and Trustee approval as applied for. At premises located at: 4295 Camp Mineola Rd, Mattituck SCTM # 473889 Sec/Block/Lot# 123.-5-24.1 Pursuant to application dated 4/5/2016 and approved by the Building Inspector. To expire on 3/11/2018. Fees: Flood Permit $100.00 e-ADDITION ION T WELLING $50.00 SINGLE FAMILY DW OR AL ERATION $1,004.00 Total: $1,154.00 Building Inspe for Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. 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. ®x -� New Construction: Old or Pre-existing Building: (check one) ��C,�Location of Property: Mfy —10LA 6e/p'�7 M4ir(T-o c1-- House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section ( Z Block ®;j Lot Subdivision Filed Map. Lot: Permit No. q-) Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: . / Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ I / Appl cant Sign ure Certificate of Compliance ............... ................................................................................................................................................................ CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P:,(631) 598-5610 .. ..................................................................................................................................................... ............................ CERTIFIES THAT Upon the application of Upon premises owned by Linear Electrical Contracting, Inc ' Cathy lasello 9 Locust Ln 4295 Camp Mineola Rd Miller Place, NY 11764 Mattituck, NY 11952 Located at: 4295 Camp Mineola Rd, Mattituckf NY 11952 Application Number#: 18-45379- Certificate#: 18-45379 Electrical License#: 34402 Section: Block: Lot: Building Permit#: 40979 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: House Renovation (I st Floor/Garage/Crawl Space) A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed-herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance.the'rewith on the 19th day of September 2018 Name QTY Smoke Detector- 15 Amp, 120V 3 Incand. Fixture- 15 Amp, 120V- 39 . Duplex Receptacle- 15 Amp, 120V 23 ARC-Fault- 15Amp, 120V 5 AC Blower- 15 Amp, 240V 1 Dimmer- 15 Amp 120V 20 Oven Circuit-40 Amp, 240V GFI Receptacle- 15 Amp, 120 V 10 Electrical Inspector: Anthony Giordano OCAL D [ ��G ' � APPROVED D ::_ GET - 2 2018 "o BU[LD3'G DEPT. This certificate is not valid unless raised seal is present. Certificate of Compliance .................................................................. .. ..... ................... ....... ...................................._............. CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE AMITYVILLE, NY 11701 P: (631) 598-5610 ........................ ......._................. .. ...................................._ ........................................ . ............ CERTIFIES THAT Upon the application of Upon premises owned by Linear Electrical Contracting, Cathy lasello Inc 4295 Camp Mineola Rd 9 Locust Ln Mattituck, NY 11952 Miller Place, NY 11764 Located at: 4295 Camp Mineola Rd, Mattituck, NY 11952 Application Number#: 18-45379 Certificate#: 18-45379 Electrical License#: 34402 Section: Block: Lot: Building Permit#: 40979 Name QTY AC Condenser-30 Amp, 240V 1 ARC-Fault-20 Amp, 120V 2 Combo Smoke & Carbon Detector- 15 Amp, 120V 2 Dishwasher Circuit-20 Amp, 120V 1 Exhaust Fan- 15 Amp, 120V 2 Exhaust Hood -20 Amp, 120V 1 Meter-200 Amp, 240V 1 Paddle Fan- 15 Amp, 120V 4 Service Disconnect-200 Amp, 240V 1 Switch - 15 Amp, 120V 12 Electrical Inspector: Anthony Giordano 110- (AP This certificate is not valid unless raised seal is present. d OCT 2 2018 BUMDING DEPT TOWN OF SOUTHOLD W SOljTyo Town Hall Annex ]�(g Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �. I -` Building Permit No. 14-3 H R Owner: Q/1 Cl (Please print) Plumber: ::j®S e 0 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signatur ) Sworn to before me this day of a � 20� ftbry Public, tate of NowYgk No.01 GA4865531 Qualified in Suffolk Cou dihinly 1 EVires 07/2l/go.&IL Notary Public, _. County v OE so • �o ,�'YOOUNi'I,�c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINA K REMARKS: - Qi(�'� Zv ISIS '16A.1 DATE INSPECTOR fjf s 0 cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION UNDATION 1ST ROUGH PLEIG. IV FOUND ATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELEC ICAL (FINAL) REMARKS: Dtnvd DATE INSPECTOR ESO 0 Uryole H �O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION 1 /FR_ AMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS l A It', kte.- to-tom Q �;14•P/l/ tri CYIaM/S �•c•�' �Oy,W1 i'1N1S�`" S^ i t&004�od rmp f*A- iim� 1421., 41; � 1 W -vN 01 �L Rb k r _ ��I IL`s��• - - DATE ;— - INSPECTOR OE SOpTyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG® [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ibo& folmIvi, 0, a . i✓dam o� DATE 3 6-q / )4 INSPECTOR o��OE SOUlyOI h O TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) RTf ARKS: Pt,,wL�t4,, QfW/ Pro4-"r✓ f 1*' DATE47/)4 T INSPECTOR v OE SO�lyo �o TOWN OF SOUTHOLD BUILDING DEPT. " 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: U r� ✓ 'pts 4/l �✓ �bawAl DATE INSPECTOR O� OF SOUlyO ` N o TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC A (FINAL) r REMARKS: 6Amb4:&, !i n XV' 4 DATE O INSPECTOR oE souls 06 TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [I/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] SULATION [ FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] C LKING REMARKS: cm, AX CVAVle� V `� n V-4 A DATE INSPECTOR r �� IIrI'►�� r r o _ �r- `� Aiwl • u .`�i u 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 ;. s- 4 sets of Building Plans TEL: (631),765-1802 Planning Board approval FAX: (631) 765-9502 :_ . Survey SoutholdTown.NorthFork.net PERMIT NO.'' ® Check Septic Form N.Y.S.D.E.C. 'Trustees C.O.Application Flood Permit Examined, '20 Single&Separate Storm-Water Assessment Form Approved ,20 Mail to P L 49MMags Disapproved,a/c R d-OLI A 1047 tdUp1✓04P 971 5/6 6; P Phone: -7 Expiration 20 NCR nspe t r AUG 17 - `21PPLICATION FOR BUILDIN IT 19um II a DEFT.' Date 7 / , 20/4_ TO OF,St7U'IR", INSTRUCTIONS I a. T}t_is 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 coveredby 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 i shall be kept on the premises available for inspection throughout the'work. ' e.No building shall be occupied or used inwhole or in part for any purpose what so ever until the Building Inspector, issues a Certificate of Occupancy: _ f. Every building permit shall expire if the,,work authorized has not commenced'within 12 months after the date of issuance or has not been completed:,within 1'8•months from-,such date. If no zoning amendments olwother regulations affecting the property have been enacted in the interim,'the'Buil'ding Inspector may`authorize,i 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) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 66e:7A Name of owner of premises g/1/,q ONY /gND C9 MV /,¢SLG b (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. I_r9/> Plumbers License No. jj Electricians License'N-o. Other Trade's License No. 1. Location of land on which propy{o�see�d�work will be done: 4295 �� ////i�O� 'Y��t v�Y•�A� �ti? ��/,5."_"4A7��.Y/F/t�/ ✓ `•'/G.. House Number Street. ,wHamlet • 1 t "•J,iF+tc.;.� T",(Yi,e; ;t ^.z7tlr.vt�;� • County Tax Map No. 1000 Section 1Z,3 r"`' ''`Blo'cl�""`°" ''J�'"''' ` ''`''' Lot r Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy �.!II��NT/�L 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work NEw D,XCj (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling; number of dwelling units 0,V4 Number of dwelling units on each floor f If garage, number of cars AA16 6. If.business,commercial,or;mixed occupancy, specify nature and-extent of each type of use. 7. Dimerisions`of existing`structures, if any: Front 2d Rear Za J Depth Height /j 6 Number of Stories Dimensions of same structure with alterations or additions: Fro rX at 1 3? f Depth ,��_ 3 Height j 9 /��' Nu of Stories 11 8. Dimensions of entire new construction: Front TZ..P Rear �� .�' Depth ,S-D. 3 Height 9 611 Number of Stories 9. Size of lot: Front 70 Rear F- 6 3/ Depth 9 A- 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises'are situated 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO �X /I1-Will lot be re-graded? YES NO )< Will excess fill be removed from premises? YES NO 4ivn.l MY 0' C,%O7' -/a [ pcclS;1'AY0 9a 14. Names of Owner of premises_ ,#PIWO- Addres - lIZZ MNY Phone No.?/7 71S^ Z? Name of Architect ,t?/L1G .P CN CV,9 Z77 Address P.® � 6K 3 ne No 73¢Z,//C " Name'of Contractor Address ® one No.Nog-V' 15 a. Is'this property within 100 feet of a'tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X NO IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide,survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) '09 Z&N C✓C being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, .(S)He is the , (��✓� (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ `{A day of Ahf�jZ(,�( "'?�Q DI NE C S AITE OF YbRK t Ill.l No. O1 D1475593 Ourillfied in Suffolk Co G otary-Public My Commission Expires April 30, 20� Signature of Applicant `U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30, 2018 "National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: CATHY IASELLO A2. Building Street Address(including Apt., Unit, Suite,and/or Bldg. No.)or P.O.Route and Company MAIC Number: Box No. #4295 CAMP MINEOLA ROAD City State ZIP Code MATTITUCK New York 11952 A3. Property Description (Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) S.C.T.M.#1000-123-5-24.1 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residential A5. Latitude/Longitude: Lat.40'-58'-49.55"N Long.720-3l'-34.34"W Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1,511 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 13 c) Total net area of flood openings in A8.b 2,600 sq in d) Engineered flood openings? x❑Yes ❑ No ' A9.For a building with an attached garage: NOV — 1 2019 a) Square footage of attached garage 0 sq ft i b) Number of permanent flood openings in the attached garage within 1.0 foot,above adjacent-grade ;= 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑Yes ❑x No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1. NFIP Community Name&Community Number B2. County Name B3. State Southold#360813 Suffolk New York B4. Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 36103CO482H H 09/25/2009 09/25/2009 AE EL 6 B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 69: ❑ FIS Profile ❑x FIRM ❑ Community Determined ❑ Other/Source: 1311. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS)area or Otherwise Protected Area(OPA)? ❑Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit, Suite,and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4295 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/Al-A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Monument Vertical Datum:NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 4. 0 x❑ feet ❑ meters b) Top of the next higher floor 11 0 0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NSA. 0 feet ❑meters d) Attached garage(top of slab) N/Ax❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 12 0 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) 4. 0 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 5. 0 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 3. 9 x❑ feet ❑ meters structural support SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. 1 certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑x Check here if attachments. Certifier's Name License Number Kenneth Woychuk LS 050882 �V OF NE Title ��'- �' -J H M W Land Surveyor Gj c -P Company NameM' �G Kenneth Woychuk Land Surveying PLLC Address P.O. Box 153 2s .�© City State ZIP Code Fd ANO Aquebogue New York 11931 4ANO Sv Signature Date Telephone 10/17/2019 (631)298-1588 Copy all 24gers of th!Ee&eelrfflficate and all attachments for(1)community official, (2)insurance agent/company, and(3)building owner. Comments(includinlftype of equipment and location, per C2(e), if applicable) Air conditioning unit located on east side of house on elevated wood platform(elev. 12.0) (2) LP Gas tanks located on conc.slab at(elev.4.3) FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2018 ti IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4295 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION E—BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawispace,or enclosure)is ❑feet ❑meters ❑above or ❑below the HAG. b) Top of bottom floor(including basement, crawispace,or enclosure) is ❑feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is ❑feet ❑meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B,and E for Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date:November 30,2018 L IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg.No.)or P.O. Route and Box No. Policy Number: #4295 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 SECTION G—COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E),and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only,enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G4—G10)is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: ❑feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(including type of equipment and location, per C2(e), if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: #4295 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and 'Rear View"; and, if required, 'Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. �y �I Photo One Photo One Caption FRONT VIEW October 17, 2019 Photo Two Photo Two Caption REAR VIEW October 17, 2019 FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: #4295 CAMP MINEOLA ROAD City State ZIP Code Company NAIC Number MATTITUCK New York 11952 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken- "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. ..i f Photo One Photo One Caption East Side View October 17, 2019 Sao Photo Two Photo Two Caption West Side View October 17,2019 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 6 of 6 ••� rrr'.' i' i 1 to rr+ �' r fir' r Y �r �� `��,'r. 7nr.7'rir/i f9 ¢ � � •t t , -�( 'DOA]RD OF-SO 6 TtH10LD'TOWN�TI2UST],�,ES ; SOUTHOLD 'N;EW YORK, i PERMIT'NO:;8852- DATE: JULY 20, 201,6 ISSUED TO: CATHY:&.,ANTHO,NY IASELL.O D V R-1, a : r PROPERTY -4295 CAMP.M11NEOL•A ROAD;MATT UCK } AUG 1-7 2016 �. ` f SCTM# 1000-123-5-24:1 BUILDING DEPT. + 9 ,,. AU CHO-RI-ZATI�ON TOWN OF SOl�® . .'*- rye `=- Pursuant to.,the•provisions of,Chapter 275 of the Town Code of the Town of Southold and in s accordance,with the.Resolution of the Board of Trkst6es adopted'at the•meetingheld'6ti fJiily 20,20 L6, and in i consideration of application"fee in the'sum of$2{50:00.paid'by'Caan'd1 subject to the Terms and Conditions as stated in the Resolution,the Southold-T6*` ,Board,;fATiustees authorizes and permits e, the following: Wetland Permit"to"demolishrear deck-attadhed-to-existing,one-story;1;076A21 dwelling; add 3' of concrete block to existing�foundation in o*r•&er to�raiw-the-d�'welling-�to''a,first 'i floor eleyation:tof791;,construct 376.555q.ft. of new foundation for an addition along easterly side of dwelling, an'A"5746sq.ft. of"riew front'f6un'datimn4o1r 'n addition`on the front northeasterly sidle for a total one-story dwelling footprint of 1';' 10 37 construct a new:68:70,entry deck,,on'.north;side;.construct new,544.69fwater,sideAeck,attached to ' L, dwelling; and construct three (3) new rain gardens'for;stgr n-Water>unoff;,,and,as ,• depicted on the site plan prepared by Mark Schwartz & Associates last dated on July 6, y a+ 20,6;•arid>sta'mp-edz•apiproued=�ont July:20;}201.6. IN WITNESS'WHEREOF,ehejsaid:Board,ofTrustees-herebycauses:its7Corporat,e •eall.to:be affxed, .xy' i and these presents to be subscribed by a majority of the said Boa ' •? }of=this; e.' i p Michael J.Domino,President �OF S®(/ly Town Hall Annex John M.Bredemeyer III,Vice-President �O� ®l® 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Telephone(631) 765-1892 Greg Williams :rlh Fax(631) 765-6641 ®I�COUN�,� BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1604C Date: August 9, 2019 THIS CERTIFIES that the demolition of rear deck attached to existing one-story 1,076,42 dwelling; add 3' of concrete block to existing foundation in order to raise the dwelling to a first floor elevation of 9% construct 376 55sq ft of new foundation for an addition alongeasterly side of dwelling, and 57 40sq ft of new front foundation for an addition on the front northeasters side for a total one-story dwelling footprint of 1,610.37; construct a new 68.70 entry deck on north side; construct new 544.69 waterside deck attached to dwelling; and construct three(3)new rain gardens for storm-water runoff, At 4295 Camp Mineola Road,Mattituek Suffolk County Tax Map#1000-123-5-24.1 Conforms to the application for a Trustees Permit heretofore filed in this office Dated June 6, 2016 pursuant to which Trustees Wetland Permit#8852 Dated July 20,2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of rear deck attached to existing one-story 1,076.42 dwelling• add 3' of concrete block to existing foundation in order to raise the dwelling to a first floor elevation of 9'• construct 376 55sq ft of new foundation for an addition alongeasterly asterly side of dwelling and 57 40sq ft of new front foundation for an addition on the front northeasterly side for a total one-story dwelling footprint of 1,510.37; construct a new 68.70 enter deck on north side; construct new 544.69 waterside deck attached to dwelling-, and construct three(3)new rain gardens for storm-water runoff. The certificate is issued to Cathy&Anthony Iasello owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �� ///7��ttt�� Division of Environmental Permits,Region 1 D �� SUNY &Stony Brook 50 Cucle Road Stony Brook,NY 11790 D P (631)444-03651 F (631)444-0360 vaww dec ny gov A UG 17 2016 LETTER OF NO-JURISDICTION BUMDINGDEPL J,u n e 11, 2016 TORN OF SOUTHOLD Mr. Anthony lasello Re: Application ID 1-4738-04469100001 70 Locust Avenue 4295 Camp Mineola Road Rockville Centre NY 11570-2931 Mattituck SCTM # 1000-123-5-24.1 ARNO-DEP Dear Mr. lasello: - - Based on the information your agent submitted, the New York State Department of Environmental Conservation (DEC) has made the following determination. The portion of the referenced property located landward of the functioning bulkhead and adjacent functioning bulkheads totaling more than 100 feet in length and were constructed prior to August 20, 1977, as evidenced on Aerolmage photograph dated 4/6/1976 (Exp#67-1910), is beyond the jurisdiction of Article 25 Tidal Wetlands. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661), no permit is required for work occurring at the property landward of the jurisdictional boundary indicated above. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the jurisdictional boundary without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within the DEC's jurisdiction which may result from your project. Such precautions may include maintaining an adequate work area (i e. a 15' to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. V��r ly ydurs John A. Wieland Deputy Permit Administrator JAW/mrp CC Michael A Kimack BOH—TW File NEW YORK Department of STATE Of OPPORTUNITY Environmental Conservation Scott A. Russell SUPERVISOR }� � � t� SOUTHOLDTOWN HALL-P.O.Box 1179 / vis Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 +l CHAPTER 236 - STORMWATER MANAGEMEN BE COMPLETED BY THE APPLICA &Cff:3�ftN --- AUG 1 � ��)� 1 TO - .- SEP - 8 2016 -. - DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: (CHECK A(1 THAT APPLY) TOWN OF �10 u\®DEPT. Yes No . "1� EZ A. Clearing, grubbing, grading or stripping of land which affects mole than 5,000 square feet of ground surface_ ❑( B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Dd C_ Site preparationon slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. F ]On D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑10 E. Site preparation within the one-hundred-year f loodplain as depicted - - - -=en-=E� A��1-=Mapf - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes = 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 M 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 M/etl�JL .c/hrJ�lc� - Z`'� �� b W-1 Section Bock Lo[ Gr.]� � '` 170r'f3ii1L Ui3�t i DEP Contact USC O1L;' , Contact Informatiore Reviewed By: / Property Address / Location of Construction Work: — — — — — — — — — — — — — — — —" — Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan a Required. (Forward to Engineering Department for Review.) \ORM ` SMCP -TOS MAY 2014 APPLICANT: S.C.T.M, *: 1000 5„ ,, CHAPTER 236 IProperry Owner.Design Protessionjl,Agent,Contractor,Other) .1 O j- Z4. a Stormwater Management Control Plan CHECK LIST NAME. �f/�'�iL „�fi�11�'1 t'sL Sec Ion Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application YAv},Yr„tl Date: 1' * The applicant must provide a Complete Explanation and/or Reason for not providing „4 a 01e60 7�31�Z0/�, X01 , ' all Information,that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST JA If You answered No or NA to any Item, Please Provide Justification Herel Show all of the following items: ' YES N0 NIf you need additional room for explanations, Please Provide additional Papei a• Location & Description of Property Boundaries 7-11 b. Total Site Acreage. 1EIE c. Existing - Natural & Man Made Features within 500 L.F. i of the Site Boundary as required by §236-1702). DRAINAGE INSPE d. Test Hole Data Indicating Sol]Characteristics&Depth to Ground Water. 117ill X ll Contact TOS e. Limits of Clearing & Area of,,Proposed Land Disturbance. I Backfill OR f. Existing & Proposed Contours of the Site (Minimum 2'intervals) 11E that the g. Location of all existing & proposed structures, roads, installed to C driveways, sidewalks, drainage Improvements & utilities, 1). Spot Grades & Finish Floor Elevations for all existing & proposed structures, FROSION&SEDIMENT CONTROLS 1. Location of proposed Swimming Pool and discharge ring. ;i j. Location of proposed Soil Stockpile Areas). ;!FX- *.;all maintaoned Construction Entrance, k. Location of proposed Construction Entrance/Staging Area(s). XIl 1• Location of proposed concrete washout area(s), it nn. Location of all proposed erosion&sediment control measures. I 2• Stormwater Management Control Plan must Include Calculations showing 1 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: ' — 16 a Erosion & Sediment Controls, b. Construction Entrance & Site Access. LMIMG D c. Inlet Drainage Structures (e.g,catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc,) ;l 3List ,['" %1 I' USE ONLY Additional Information is Required, Reviewed & � Stormwater Management Control Plan is Not Complete. Approved By: — - - - - - - - - - - - - — - — — — — — — — — — - Stormwater Management Control Plan is Complete, Date; ® SMCP has been approved by the Engineering Department FORM " SWCPS MAY 2014 7-7Xzcx--- VfLDC, �o Town Hall Annex �� Gii Telephone(631-1II02 54375 Main Road -� Fax(631)734-9502 P.O. Box 1179 cin Southold, NY 11971-0959 Q 1-17 BUILDING DEPARTMENT NOTICE OF UTILIZATION.OF TRUSS T- YR..E CONSTRUCTLON, PRE-ENGINEERED WOOD CONSTRUCTION ANQIOR TIMBER CONSTRUCTION Date: 611 3 Owner: 7 Location of Property: '14 Please take notice that the (check app cabl 'line ` New residential�structure� r Addition to existing"repidQntial structure Rehabilitation to an,existing residential structure to be constructed or performed at the 1§ufi`ject'{�ro`per�i•� efdrerice above will utilize , Y (check applicable line): { Truss type construbtiori.( T�:;- f r Pre-engineered W6,o4,Poastrtk0o^0APVIf); Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including;girders.arid,beiams(F) .. < Roof frarhing(R)' -Ja Floor aW roof fra 'in (FR) Signature: n Name (persor: subm:ttinn t.. or:n): C Z Capacity (check applicable line): Owner a Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER I REFLECTIVE R�l3 r. ROMAN ALPHANUMERIC -DESIGNATION:OF'CO4 SSi-RUCTION r i ' ?` TYPE B7aS�D;ON SECTION'602 OF THE BUILDING CODE OF NEW YORK STATE 2tt MIN• - - - REFLECTIVE WHITE - ttt 4. 1/2•t.STRO�FEE ._.. — `._ .._ :-pEStty•�f1�CINf�FOF2�'[`.E�t�C1•�if2'Ai- ._ :-------.__.--------, ---_—_ _ --- ---- •d'RUSS COIISTRUCTION -F- FLOOR FRAMING,•1QI,C(.UDING• GIRDERS AND 13.9.p g- 'R'° ROOFrFR 1ll1IIG,i+ "FR" Fjia�OR AYJ'6'-I:W&I'` t] G .• i t 1LJS- S.1 1 ,Gi. MANGE IMTH 19 W.0 RR PART.126,54�t low CODESdlv.IslaN FMOLE TRUSS IDENTIRWON SIGN DATE03/0812005 - NEW �' STATE DEPARTMENT Of STATE DIVISION OF CODE ENFORCEMENT f�- AND ADMINISTRATION URW U5. UU-DW "eaFHol1EEL M0SPacNa ELEVATION CERTIFICATE FiEmrad B No. 1st-0ooa FFpER'R41.E7„tF17dGElilCwal�Mi4�fME�lr 'Y fi n I�Ti Foribwi�it 'tiDirs on on Date., juw qt, 2t$75 paq;:eas 1�9. SECT13N A—PROPERTY MFOMAnCW WR�E�ter~ Ai FA,udln avert ra hkuuux> 1FI I�s911G1 A" . oulkr�u rQiQL� -Lk+rt,Wi[e,Al Bldg,t ta,I Or F.4'7L Ibo=and booep IJu_ rSSQ�QL� 7PW PArabsi- _ Cid' Matlrtuck �NY 7u-£ode � ��1 OC]o-�1�1�•�� ty6r$.T�Jyar4al Nurnhrr,L�*�yl rj*.�� .} AQ kUrrdifug L7-r{c•,R �d 5[01 ti Brsidr'rq�0l.J Wftn.45m- A',, [.a[ilu da/Lp�huft; Lel_ jR* -49.:�r 1U Lorjp 7 1' A5• }hies 1 eft i-W 2 plkSk aPh9-d the kuiklirtg it ttie Cc tifioMxp i5 brineHe»irxrml Ll31um I]NAD Z)2P R�i!#Pj A7• uulkling nia�h t,Wlnb9r 5 used to e}txerin fm;,A ifueuuraer�q, A9. fur a hulldiCY lMh a crawkpX6 yr enoFpg snX,x 1076 A9.for a tu111kfrgr wrfJh an:rl7uaf]u6d yr q a} a kamae a cium purca or 60Clvsurrxs) z n it - lulus 1V�,4 bj Nrrneurw of pmW41'¢flraod+�Rerlir rry 7YYe r�••s�••� fx of aka che!d prig 11 or mdvsraY Q wiatin 1,0 rove atm adocffq era& � b) 4 �6a�erf[tined opa 51R r!i rylka+dled r Cl Total het�]of flonq openirp ri Age aQleceru pr qe _ d} Fiugmgared flood Opr_ri —� in CJ Talnl". &'an of Hood oNrrrp,A in Ai)b 0 '� 1�5 o dl Cngule►efed flout openm&? yg� ~s4 la RAOD IAA'MRANCE RM PAiP(FIRM)lm"H yIATH N Di. 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Ft�Cpl6rx'S all G�eyious 6diiiorrs. „ELEVATION CERTIFICATE,p3o 2 IMPOICLU�L;lb iie�e qugi, Py{}� yqP6*dkg kk mwsm Yam$moa A.. FQR F1N`3iAaILFliGE 19ikli ,��[r--4-PA_ A/ddesa k►,1 IngAtt.Unit.5uns.andfur Find&Ntpjor p-D.pm”.arse L�otl NQ. i�plrtbrr Ia n.ra17lp UneIlk a#d Mattnuci NY ZIP 962 SEC'L73dtil R-SURVMR,WGINEER,OR ARCHITEICT CEp.'Tinwwom(cotMiRLW Cbpk belt$idhs of thin.EXvatjcn Cerffwata Apr Cif 06tmmu ity grklal,M irsrranor.ayfiWeanwary.and(;il Won*rmner. cvUlvWW Dyming In ft macler8m vftve adlorl zone Crawl spaceTiig Owl Ilcor. signature; Date Now 6,2015 S E- O UEVATION INPORMTION SUR XOT REQUIRES FOR ZONE AO AN.D ZONE A(WITHOUT BEE} FOE Z*I s AO and A Md*b A DFr-�0nmlpla4e Items r i P!D ITIM C&IifiraM rs ffftrded w support;�c LW4A0r LOMR FrrbgUzt.C4mPleie SLYtkwS AL H.alxl c. I&1Lemr.F.1-Ed,irsemaluml&m%.if amilabu..(114414 Ole ffw_ammnrerrt used.In Puerta Rim Drily.91ner inews. 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F-5,ZAlre AID only:If no 8004 deplfti ntrobty is a7.oilahlc-,iS the mop of dte bogUDIR nLxw elewim in a0Xffi ,tnae xvth tfir,Go-Wrtioy's flvndpMtn rn8t`ajo-rnem Orditance701its 13Nn Z3Unknam.TLr.kwW tdricial mast rwMhis infexmnfoprn In 3eeEk3ri-G- SECT10H F—PROPMM 91WER(OR OWNEWS REPRE$ENMVP CERYIFlCATION rhe La M=ty0"(WOf ORrwrk 019ho11Ee4 3npresrrrt,rtrV Wh[)O WMpfCtcK s�A.A and F for Zone (without a FEM"SUed orcomminrt14wued gFF)or GDne Alt?mtrt Ggn kNe.T.x-statmems,kr Seakn!F AL EL and C are COWNt W 717E best of try fatoMedpa. P-Prrb Owner-or Um(W�6AudTaired Marna Adtkess cq slaw 40,co" swj's Pure Dot- lelaperOrre t`,ammgnix,, ❑Chea hem if attactuneraz. SEC-MM Cr—COMMUNRY INPORtUTIGN(OPTIONAL} The Ioeal OMdsl wrw Is nUtrrDn3Ld Ley tra Or mdnarLte In;:)ftAnlSur dw mmnVrgty%R*Daktale rrs7n47067r�6nC attirranoe can oprr<pLQ�Sections A.6.O(Of Q.errd C Of dtix 11—MmCerUfkatte. r7IPLt RTr anPfLesNct 14x"9 arm s9n trelM Check U112%MONUrefMoL used In MR-g8 C8 Ci10L In limrgp IfW c nIK eMpr m6'Wm. r'FA ❑ Thu infermsWn in Section G MBs jaken{rpm=ai dammrsttsi tion"t has baa StpjXM and scafod IN a litensed sllneMr_erVvincer.or aaMiSea wha ea RVd&ittad tY law tDcertify E-kWM wlfwmatipn.{IndlCi M1he wwce and darecf lhrLV Qwrwdula in th9C0W*nls arra tagbw.) CF. ❑A ccvvnuniz�arieial can Wdd_,Lanai t hV.0 building l-K,•rtOd ill Fnmr.A(tvM-OA.6 rrUAir%urceroraDuraur+ity=ucd HFE)aa Znnc AD. 63. 0 The fdllwmr;Intumatipn(IterYls Gd•1%10rj is prcwidrxt f—coff�r0unitg fkdtn naragerrxerrt pprppft, r,d. Permit member G!b. % Perrnrt I;5SUW QRS.UDU C-el7ftme Ut(k-pilan Oompvrgy Issued GF_ Ttm*permit has bum 188tted far: Q New Cbra nia un LZ SuMVr6jdl Ilrrprv►rnu:rrt +Qkbn yr as tsWtt b•4ea�1k,a ttncllydllr�basertxrrt�Of#rr lxrikik a rent 0 molvS Datum-— 69_ $FE4r(in Tarte Aol4epehoSYrrOdlrg en the huilptrp;elrp __ Meet Il rne� Darvm IS1U.COminranily*aesigAnmd42mw7tion: fit Qrt�erers Dc�t4rgn Lamd Oficl01lt Name 11kL6 Qxmnunity Nome , S"Eure Date calmwwnts CXteCtS herr if ,}G�ra1r?rli3. FEMA Fdrn Orgiidl,M(Reared 7;il'LF RrpLi)GM all 1reulc++r•++drttols8. Jarski, John From: Karol <karol@peconicpropane.com> Sent: Friday,August 25, 2017 12:26 PM To: Jarski,John Subject: 383 Locust Drive, Rocky Point Attachments: SOUTHOLD TOWN - 383 LOCUST DR.pdf Good Afternoon Attached is the LP Gas Code along with diagrams. Any questions, please give Rick at call at 631-369-4299 or 631-767- 5249. Thank you Kao-04-, Pecos Pr&PVA- i 0 To w _ U CL lM t e� (a- 14 n um Le .e7 SL 1) C2 DUMP D f�6 �r r • rMal'r ti _rua ;� Ir, n fl:rll. Sll)u5 T T>✓ItRY f = r P O. no.y 117() f To" CLERK �Lin � r'' Suullullrl Nc%',• Turk 1 Fax (S Ihl 765.19 .1 IIEGIS"rRAR OF VITAL S'T'AnS1lCS O Tt icRlrcrnc t 5101 M.S. WARIACE OrrIC1ER RECORDS MANAGEMENT OI-FICEII l FREEDOM OF INFORMATION OFFICER OFFICE OF THE TOWN CLERK TOWN OF SOUTHOLD THIS IS TO CERTIFY THAT THE FOLLOWING RESOLUTION WAS ADOPTED BY THE SOUTHOLD TOWN BOARD AT A REGULAR MEETING HELD ON AUGUST 24, 1993 : RESOLVED that the Town Board of the Town of Southold hereby adopts two (2) new forms to be used under Uie Flood Damage Prevent regulations of., the Code of the Town of Southold: "Floodplain Development. Permit application" (FDP(93) ] , and ;`Certificate of Compliance fir Devel%-pment in Special Flood Hazard Area (C/C(93)) . 7,�Gcl E�F- TOVr;I OF sO:niot-D �h T . Terr Y Southold Town Clerk August 25, 1993 APPLICATION f PAGE I of 4 TOWN OF SOUTHOLD I'LOODPLMN DEVELOPMENT PERMF-F A-PPLICAMN This form is to be filled out in duplicate. SECTION I GENERAL PROVISIONS (APPLICANT to read and i-Lmn 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein_ 3. If revoked, all work must cease until permit is re=issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if bo work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local,state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE,TO THE BEST OF 4 KNOWLEDGE,TRUE AND ACCURATE. �.. (APPLICANTS SIGNATURE) ._ v DATE-4ZOL- 41—ENTu—To,�c completed by APPLICAITn NAME ADDRESS ��ff o7 TELEPHONE APPLICANT' FJ G �� ✓`� – BUILDER - • ENGINEER AI/V PROJECT LOCATION: To avoid delay in prooessing the application, please provide coou¢h information to easily idcutify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intusecting road or well-known Landmark. A skctcb attached to this appGoatiou sbowing the project location would be helpful. FDP(93) APPLICATION PAGE 2OFQ DESCRIPTION OF WORK (Check: all appGcablc boxcs)- A STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE TYPE ❑ New Structure O Residential (1-4 Family) Addition O Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodprool-ing? ❑ Yes) ❑ Relocation O Combined Use (Residential & Commercial) O DemdGtion - P ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: O Fdl O Mining O Drilling O Grading O Excavation (Except for Structural Development Checked Above) O Watercourse Alteration (Including,Dredging and Channel Modifications) O Drainage Improvements (Including Culvert Work) ❑ Roaf)4 Street or Bridge Construction } O SuE�djvision (New or Expansion) /l [dual Water or Scwcr System J ';KOtber (Please Specify) 3'76&1 4eA a& eV& - After completing SECTION 2, APPLIC.Al,tT should submit form to Local Administrator for re-,4ew- SECTION 3 FLOODPLAIN DETERMINATION (To be completed by LOCAL ADhIINISTRATOR) The proposcd development is located on FILM Pancl No- . Dated The Proposed Development: O Is NM located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca FIRM zone designation is 100-Year flood cleva(ion at the silt is: Ft NGVD (MSL) ❑ Unavailable ❑ The proposed dcvclopmcm is located to a floodway FBFM Paocl No Da(cd ❑ Scc Srcnon 4 for additional instructions .SIGNED DATE APPLICATION # PAGE ) OF 4 SECTION 4- ,kDDITI NAL INFORMATION EQ UI RED To he completed by LQ CAL ADM INIS-FRATOR The applicant must submit the documents checked below before the appGcalion can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans,drawn to scale, and specifications,including where applicable: details for anchoring structures, proposed elevation of lowest floor(including basement), types of water resistant materials used below the first floor, details of floodproofmg'of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5 acres,whichever is the lesser, the appacant must provide 100-year flood elevations if they arc not otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations_ ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofulg protection level (noo-residential only) Ft:NGVD (MSL). For floodproofed structures,/,Applicant must attach certification from registered engineer or architect. / ❑ Certification from a're(gastered engineer that the proposed acdvit' in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other. E 1 5: PERMIT DETERMINATION fTQ bo.compictod by L 'AL ADMINISTRATOR) I have determined that the proposed activity: A- ❑ Is B. ❑ Is not in conformance with provisions of Local Law W , 19_. The permit is issued subject to the conditions attached to and made part of this permit. SIGNED DATE If BOX A is chcckcd, the Local Administrator may issue a Dcvclopmcot Pcrmit upon payment of designated fee If BOX B i5 checked, the Local Admuustrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may requcsl a bearing from the Board of Appeals 1 APPLICATION W PAGE 4OF4 APPEALS Appealed to Board of Appeals? ❑ Ycs ❑ No Hearing date: Appeals --- a—U-Yes 9No Coadi(ioos SECTION 6 AS DUTLT ELEVATIONS (To be submitted by APPLICANT before Certilcate_of Compliance is issued The following information must be provided for project structures. This secdoo must be completed by a registered professiou.al engineer or a licensed land surveyor (or attach a certification to this application). Complete 1 or 2 below. 1. Actual(As-Built) Elevation of the top of the lowest poor, including basement(in Coastal Hieh Hazard Areas• bottom of lowest structural member of tha lowest poor, excluding piling and columns) is: FT. NGVD (MSL). L Actual (As-Built) Elevation of floodproofmg protection is Fr. NGVD (MSL)- NOTTj Any work performed prior to submittal of the above information is at the risk,61 the Appl;:cant. SECTION 7 COMPLIANCE ACTION (To be comalcted by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete (bis section as applicable, based on inspcctioo of the project to ensure compliance with the community's local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIFS? ❑ YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(To be completed by LOCAL ADMINISTRATOR) Cer ficatc of Compliance issued: DATE: BY: Attachment B /i SAMP,,LE j CERTIFj CATE/ F COMPLIANCE 1 for Development in a Special Flood Hazard Area I I • lr I e • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OV4�ER MIST DETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: 0 NEW BUILDING O EXIS`T'ING BUILDING O VACANT LAND '-s THE LOCAL ADMINISTRATOR IS TO COMPLETE k OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH TILE REQMREMENTS OF LOCAL LAW # , 19_, AS MODIFIED BY VARIANCE # DATED SIGNED: DATED: CIC ( 93) Southold Town Building Department o�oSUFFa�kcoG P.O.Box 1179 Permit#: 40979 53095 Main Rd oSouthold,New York 11971 Permit Date: 9/9/2016 ti�ol �ao�Y (631) 765-1802 Expiration Date: 3/11/2018 Parcel M: 121-5-24.1 BUILDING PERMIT RENEWAL LETTER Dated: 1/18/2019 Applicant: HSBC Bank USA National Location: 4295 Camp Mineola Rd,Mattituck Work Description: ADDITION/ALTERATION construct additions and alterations for flood compliance as applied for per flood permit,DEC NJ letter, and Trustee approval as applied for. A FEE OF$502.00 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Iasello,Anthony Address: 4295 Camp Mineola Rd Mattituck,NY 11952 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. _ - gr~ _ y> % S I~6 f�7Jl�I1D i L-AT tyES - > Dedicated Clean View appliance > Millivolt or IPI valve system allows operation during zr, j a power failure with HI/Low heat and flame adjustment > Pan burner with Realistic Flame Pattern : ^�-✓_----J(_. - ��',; > Child Safety Screen to© t o d e i {q{¢ 2 Z 017 Fan Kit-Heat activated with variable speed control = FEB Designer Doors-Four styles:Arch,Straight Black Doors t Hea Surrounds- Hearth Mount,Picture Frame or Slim Line DEPT• Picture Frame LDZCV39 Surrounds 1 Hearth Mount 4"Wide(Covers 40 518"W x 35"H) 1'i F;r I i Picture Frame 4"Wide(Covers 40 5/8"W x 37"H) I ! Picture Frame 15/8"Wide(Covers 361/8"W x 32 1/2"H) ZCV42 Surrounds Hearth Mount 4"Wide(Covers 44 5/8"W x 38 1/8"H) �..• Picture Frame 4"Wide(Covers 44 518"W x 40118"H) Picture Frame 15/8"Wide(Covers 401/8"W x 35 5/8"H) Porcelain Reflective Liner Glass Tray-with the following media choices:Contemporary ' Rock,Driftwood Set,Decorative Stones and Decorative Ember Glass(Glacier Ice,Cobalt Blue,Black,Bronze and White) T- 0 Log Sets-Three choices of Log Sets-Ten Piece Split Oak Log .i' Set Flve Pief [ ce Split Oak Log Seto Fou Pie e�: r, �"� ,., - __" -- ; r r c Drift Wood Set. - Accent Lighting-for use with the Glass Tray Thermostat-Wall Mount Millivolt Thermostat or Programmable Thermostat r. Remote Controls-Thermostat on/off, �! Thermostat on/off modulatin , '?1Yt Thermostat onloff modulating and fan control, °'° Height Front Width Depth Model j. ¢<<, i Actual Framing Actual Framing Actual. Framing ZCV39 37a„4. 371181 393;8. 39,J2., 18318” 18'!i'. 3 ; ZC�V42�a 40':rs° 41" 423,a" 42'/i' 18318" 18ti" dep ndan cr,r• hing Ja a of iscd ;3 a ,„ 1 -- — --- — ZCV39 ZCV42 r: A 3931e" 42118, FRONT VIELV s 2418 271-4" H 6 E F C- 29s/e, 335,x" - 'D 33" 37:18" 375m" __ __ _u_._______._ .___. _-._ _ _.-.__._ w --.._ •�' - 'F 373/0" 40'x8" i G 3" 2'/z" Unit Illustrated Is a ZCV39NH Zero Clearance Direct Vent Gas Fireplace Natural Gas,ZCV39GT Glass Tray,MOG5ZG Glass Meda-ZIRCON Glacier ice-5 lbs x(3 Bags), -- -- H 293V' 32'12' ULK2 universal Light Kit-Trio Lamps,ZCV39PL Porcelain Reflective Panel Liner,and ZCV39S2PF13L Surround-Picture Frame 1518'Wide. D D — 1 % 'j LL J cc rG TIES �4 'c 1, RD Fr is 2A ATUPES >Dedicated Clean View appliance v, >Millivolt or IPI valve system allows operation during a power failure with HI/Low heat and flame adjustment tz F >Pan burner with Realistic Flame Pattern 'qe - RM,N n pg� • J M'11*� txpd _'Q1 >Child Safety Screen OPI fONFAL FEA-1URES Fan Kit-Heat activated with variable speed control LL Rg T-. Designer Doors-Four styles Arch,Stralght8lack Doors lurmunds-Hearth Mount,Picture Frame or Slim Line 17 Picture Frame x 'Ne�VE A&I 2CV39 Surrounds Wy_ *rvi 9' FKLL"'L Hearth Mount 4-Wide(Covers 40 518-W x35'H) at P-ctureFtame 4"Wide(Covers 40 518'Wx37"H) Picture Frame 15/8'Wlde(Covers 36118'W x 32 V2"H) 2CV42 Surround -%Mde(Covers44 5/8"Wx38tio"H) CV U_ Pclu Fronle4"Wide(C�ers44518'Wx4Ol/6"H) Hearth Mount 4 G' NANIN I I re 'W'u Picture ure Frame I S/8'Wide(Covers 40118"Wx 35 SAI'M N 414 Porcelain Reflective Liner Glass Tray-with the following media choices,Contemporary Rack,Driftwood Set,Decorative Stones and Decorative Ember -,iq Glass(Glacier Ice,Cobalt Blue,Black,Bronze and Vfiilte) LL Log Sets-Three choices of Log Sets-Ten Piece Spirt Oak Log cc Five Piece Split Oak Log Set or Four Piece Drift Wood SettO ;V-'a Accent Lighting-for use with the Glass Troy Thermostat-Wall Mount Millivolt Thermostat LL LL 4g or Programmable Thermostat Remote Controls-Thermostat onloff, KP, irYThermostat ontoff modulating, > Thermostat and fan control. 14-6hCl'T�„§ 4 "k j,�; •.Medel�, �ron!Vgdth In RV 'urN 2CV39 V. 37.' 39'14 39Y 18".' 18114- , ZCV42 40't' 41" 42Y 42'4' We A ZCV39 ZCV42 424 a,'4414�-27V D;,-33' U_ URNUuat,atad ta I ZCV39NN Zara Clear—Direct Vern Gas FIWIaC,NA111 Gas,ZCV39GT Glaas 1,1Y,MGSS;G G-M"a-DRWN Vaclo,im-5 1b,x(3 Rao) GD---------- ZR i t m f Lwr.._....w•._a.y._.wG.....r.W�tr.._..w..rc.Mrnrwo.u.wrr+ 1 �� "�""�t�1 �...�lsl t�..'�{�>`{ "i��,F��P�LoN�. c._.a• o CO mum X • .0 m 'co� v: .'C?, .�� CONC-Rifl-5 SLAB 900 Lts. E 3 { ! T CL CD 0 0 � �,_�g�, �-.--��-��--....u._.......-.-....r.r.• 1 l Y �.n..w.�..r_. �..�_1� �� {'iS'i'��-rj1 k I CO PL O 1717 C.AgZ T�3 "r 1 a CD m ,�5 .�»-.0 ..-Fiv nave.-.�.........+w. r-......r.. .w .-....... w�.e 1\3 CD (0 LA's U3, CON1C9emGLQs w F r 5240 U5 SIAB t5 %ASC- ,41tz, 500CiCA,-t4� j 1i8-2Ii LIQUEFIED PETROLEUM G S CODE. Table 5-2.2.4 Maximum Number of Minimum Separation Fire Protection Containers In One between Groups Provided by Group fl(m) Hoge streams only(see 3-2.2.4 and 3-10.2.3) 6 50(15) Fixed monitor nozrles per 310.:3,3 fi 25(7.6) Fixt-d%rater spray per 3-10.3.4 9 25(7.6) insulation per 3111.3.1 9 25(7A) 5.2.2:7 The following provisions shall also apply. containers and the LAG=c rtainm. .The location and arrangement (a) Containers shall not be stacked one above the other: of such structures shall min mite the prob1twis cited in the note to 3- (b) Inose or piled co bustible material and weeds and 2.2.9. long dry grass shall not be I -miffed u!thin 10 rt (3.0 m) of NOTE; Also see Nl•TA 5 ,Standard for Bulk Oxygen Systems at any container. Cons timer Sites,and NFPA.1,Standanl forilieDesigir andlnstalla- (c) Means shall he used to prev the accumulation or tion of Oxygen--Poet GasSyst s for Welding,Gluing,and Allied Pro• o, o emes,ror oxygen s)acins.rad NFPA 50A.Standard for Gaseous flow of liquids having []ash points be 100 r (93.40C) Hydrogen Systems at Consu er S. s, for gaseous hydrogen vyw under adjacent LP-Gas containers such as by '•es,diversion rem$, curbs,or grading. (g) The minimum q, ,tion between LP-Gas containers NOTE: For information rnr detcrnrinution of0ash p s and liquefied hydrogen ontaincrs shall be in accordance NFPA 30,Flammable and CombrutiblP l.igraids Code ivith NFPA 5x013, Standard or Ligtmfwd Hydrogen Systems at Con- (d) LP-Gas containers shall be located at least 10 ft(3.0 In sttntcrSites. from the centerline of the wall of diked areas containing -(h)Where necessary to prevent flotation due to possible flammable or combustible liquids. high flood ivaterc around aboveground or mounded contain- crs,or high water table for those underground and partially (c) The minimum horizontal separation between aboia underground,containers shall be securely anchored. ground LP-Gas containers and aboveground tanks containi liquids having(lash points below 200T(93.4°C,)shall be 20 ft (1) Wltere LP-Gas containers are to be stored or used in (6 m). No horizontal separation shall he required between the same area with other compressed gases, the containers aboveground LP-Gov;containers and underground tanks con- shall be marked to identif heir c�utent in accordance with raining flammable or combustible liquids installed in accor- ANSi/CGA CA,Method of ting Portable Campressed Gas Con- dance with NFPA 30.Rammahle and Combustible Liquids Code. tainm. to ldmiff y the ablate a ntained. Exception: This provision shall not apply where T.RGas containers u) No Partof an a Ye—to ud LP-Gas container shall be of 123 gat(0.5 m')orless tvaterutparat are itastalled adjacent to foe! locaterl in the area 6 It (l, m) horizontally from n vertical oil.sttpply tanks nj6<Oga!(2.5 m3)or less capacity, plane beneath overhead cle tric power lines that are over 600 volts,nominal. (f) 'Tlie minimum separation between LP-G-m containem. and oxygen or gaseous hydrogen containers shall be in accor- 3-2,2.8 hnpoundmentin ac ordance with Section 9.2 shall be dance with Table 3-2.2.7(f). installed around refrigerate LP-Gas containers. i Exce ton: Shorterdistancessshallhe ermittedtuhem rotedivesttno- p p p NOTE: Because of the an cipatrd Dash of nonrefrigerated tureshaviitga,mitaitnumfireresistanreraiingof2hoins ittlerrupt1he LP-Gas when it is released the atmosphere,dikes normally line of sight betweim uninsulated poWoru of the oxygen or hydrogen sen`e no meftil purpose for nonrefrigemted installations. Table 5-2.2.7(f) Separation from Oxygen Containers Separation sou ascou9 Hydrogen Containers Aggregate Capacity Aggregate Capacity More thaa400 fts(11 m3)' More than 20,000 LP-Gas to 20,000 ft3(566 m3)' t't3(566 m3)' Containers including unconnected including 400 ft3(]I m3), More than Aggregatereserves unconnected l0 5000 ft3 5000 ft Water Capacity 400 fts(11 m3)' ft(m) reserves 1xss than (85 m3)' (85 m3)' 931(m3) or less ft(m) 400 ft3(11 m3)' ft(m) ft(m) 1200(4.5)or less None 20(6) 25(7.6) — —Over 1200(4.5) None 20(6) 50(15) — — — 500(1.9)or — — — None 10(.3) 25(7.6) Cher 500(1.9) — — — None 25(7.6) 50(15) 'Cubic feet(m3)measured at 7091,'(21'C)and atnimpherie pressure. 1998 Edition E i REVISIONS: 7-6-16 Fmnt EnJU 'I -DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. la CAP UNIT ADHERES TO TOP UNIT W/ jj POSED LOW CONCRETE ADHESIVE AINING WALL KEYSTONE COMPAC UNIT MODULAR CONCRETE FACING UNITS EXISTING GRADE GRANULAR LEVELING PAD / \ \ \j/\\ /\\ % G"THICK MIN. v Con GROUND WATER bop ENCOUNTERED 2.4' W BELOW SURFACE 'cd EROSION &SEDIMENT CONTROLS V Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Z Seeding of exposed and/or inactive soils. OLOGIES 0 Q FILE CHAMBER ^� a APPROVAL OF STORMWATER MANAGEMENT CONTROL N - n Co e a 236 [� ~ Date: $ / Approved by: .•, PRESSURE PIPE (TYP.) IF REQUIRED Cd O 1 Cd U CA u .� REVISIONS: RAIN GARDEN CALCULATIONS Tania 1 Dain gardens less than 30 feet from - --"-- ------- - -- ------ `-- - 4-3-16 RainGarden dcz� aspout. ROOF AREA 1 = 668.5 Size Factor 668.5 (.17) x1.0 - 113.6 3-5 in. 6-7 in. 8 in. ,, REScheck Software Version 4 .6.2 deep deep deep w 113.6 x .25* = 28.40 sf Required Compliance �"-2-if irate M 7'-O" X 4'-O" X 6" DEEP RAIN GARDEN RECOMMENDED Sand s ii 0.19 0.15 0.08 G -7O y toirny soil 0.34 0.25 0.16 Max, tndeid°grater ROOF AREA 2 = 1170 [a soil 0.43 0.32 0.20 depth=6" Mulch with eaf compost or 1170 (.17) X 1.0 - 1 J8.0 y s:'bredded wolod,avoid+rvocd Project Isallo Residence 0 �P Q' } 3A Side slopes,(typ) chip; P ' L 108 .E X .25* = 40. 7 sf Required v" '�^'..•'''�i`.'0+,ti�.' , ..t?.'?.r ,::•'� � 'Y , �M:c-.s 3<%t.a ',�.sw a'.., r&&•<`t„", :':,�° :'.�S'f;,ax-y.:_•a.pt�:fir`'�..;.'��..xt.;ir�`,'i^•`b ' •"',„:: .q .>�,r:'.':4 .,,!..a:s<•'w.•. =•`�"•ar'r'G"i,;1•l. s Energy Co de: 2040 N ew Yo rk En ergy Co nservationROO TO 5'-0"X 5'-OX 51, 6-6! x 8'-O!, x 6" DEEP RAIN GARDEN RECOI`^MENDED 9YLocation: Suffolk County, New YorkaRC �. Construction Type:RAIN GARDENSingle-family ela Geroge roof and contProject Type: New Construction driveway r , ff ROOF PA NT AREA 3 �03.�' Conditioned Floor Area: 0 ffi.2 I1 II I lO-O" 1 PRO PO S ED. , V`t�IC_rt"i et rl:1-7i"t'1Y _c !_t- v _ . =r� fri is rJr.o ✓' k�\tf 4" a 4t t D '1i gYrt Glazing A rea 20 / �503.5 .1 O 8 t1"domed riper `) aRit1darnE�d grate Climate Zone: 4 ! 750 H85 6X .25 _ 21. sf Required Permit Date: 5-0" X 5-0" X 6 DEEP RAIN GARDEN REGOMMEND .D Permit Number: ^)3veame vy toENTRY DE ,K to 243EL42FONT ADD TON .Mon-!, rcralrvvlenUnci � PROPOSED THE FOR 6" DEEP IN LOAMY 501E Construction Site: Owner/Agent: Designer/Contractor: 4295 Camp Mineola RoadAREA AR SIDE ADDITION Mattituck, NY I ��`� • ---„_'--.-.._>� ,•�utt,arsii '"w.�-'-----�`„"".,�„_,,,`'!�•", 1 S MI IN ISIDE F RA N I YARD OWELLZ-1 W SIDE RAIN GARDEN DETAIL 'rAR ' 1s �: 2g•5 '� r �:t ."a�. '9.7: ... •c''"�. �.:.. .C24aea:.�Sd'o:'s:•s'ni..=s.4'.5,. �.`'> '`met..an"a`''.•w=u.+e..':d.;'tia.'`uavt`ls: ......me"d�'"-i%t�+.,�'.��,;,»»wf;..:.3, 'u.»�`ti�i'e;��,sae.«..K.Rsu``�;:*��.u�•,<.,m.5.,?, :Sus. ''% '".'iY's-• r� �t I Compliance: 1.3%Better Than Code Maximum UA: 235 Your UA: 232 PROPOSED --� FFL 6.O' \ o The%Better or Worse Than Code Index reflects how close to comprance the house is based on code trade-off rules. 1 G o 0 0 o It DOES NOT provide an estimate of energy ase or cost relative to a minimum-code home. OUTDOOR AWL 3.0' \i ELE\/ ° ° o c. a° o O r SHOWER � FIN• FL. L ELE>c o! / ,� � /' I i ' a o000 ,�° ° o ° o 00 ' Envelope Assemblies � °� � PROPOSED SIDE -" I EL I 3.0LIMIT OF ODERATEENTRYDEGK ;{.t;�.w,;s,-.s:::*,'y.:n,;>rw.`t�.,,.,,ir •�•».�`,.; WAVE ACTION LINE 2kr�a, .;c•e.,.a, ..;47�.f.`rv?•.-�"<L^G.,fi.•`w'ra�s,t'::,�e"..'"a:Ty'' �+..*ak„*4�,;' 'z w`Lk ffi : i �1 .�V °o 0 Ceiling l: Flat Ceiling or Scissor Truss 467 30.0 0.0 0.035 " 16 U K r l`\� � o ogO, a o o < " a° Ceiling 2: Cathedral Ceiline 325 19^0 0.0 0.052 17 0 0 0 C. 1,169 13.0 0,0 0.082 77 Wall 1: Wood Frame, 16"c.c. �v PROPOSED EXISTING WOODa,<� o REAR DECK I PLATFORMS TO --_ 3' ��' ; ` ° Qo Window 1: Vinyl/Fiberglas4 Frame:Double Pane 195 0.320 62 Cni ' BE REMOVED Door 1: Glass 34 0.300 10 W -�-' 1 6-6" X 8'-0"X 6" DEEP � ' �- ' = ' '� ° o °° aO /�__ Floor 1:All-Wood Joist/Tru:s:Over Unconditioned Space 1,510 30.0 0.0 0.033 50 7-0"X 4'-O"X G" DEEP 1 V RAIN GARDEN roof runoff) �. \'<`l �i 5; , I/ a o0 0 0 0 / RAIN GARDEN roof runofr 1 U� ,I\ o r-i ( }T ,i` °o Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other ® '"i oo °° a _ - ------- - ------- calculations submitted with the permit application.The proposed building has been designed to meet the 2010 New York Energy ~ tui � � -'"� � _\ i _ .; -. \ � I, Qo Q o __ --- ---- -------- ------- - --------- --�\ Conservation Construction Code requirements in REScheck Version 4.6.2 and to comply with the mandatory requirements listed in � -�-� � I (n� _ \ -= � , - ° Q - I - - ~---------- - - --- --- -�� \ the REScheck Inspection Checklist. Q FIRM ZONE BOUNDARY ` r4 •. I ,-- .- -- � - I ;�, , Icy'a _ __-- ---------1 r--------------------------------- - ----- -- --- � ��,.-� - = _- '- ---------- - -- -- - --- ------------ - -- ----- - ----- Name-Title -- ------ - y _ Signature Date „ 1 I � � �;•\ - -- -------- ----- --- - - ---- -- - W � - r ZONE R40 ;`\ ------- -- --- ---- - ----j ----- j ---- - - - --- --- - - -..... - - !- ,' t I �J LN Pb Z FRONT YARD SETBACK -- -- ---" - p\. c� O -- �' _ F--------- ------ ------- -- - ct ------------- --- -------------- SIDE ---- J, _ ANO O REAR YARD SETBACK .ate'-O" \ \ � a.JT-�{-Y - ' - F 1 - SIDE YARD MIN 510E YARDS TOTAL 25-0' . `i `_ - --- - ----- ------- ----- - - - - - -_---�---_- �1 -��-I-----� -�-rI - - __ 4-- ------ -- - - ------ --------- - - I Ii Project Title: lsallo Residence Report date: 03/24/16 Data filename C:\PROJF:CTS\MKS Archltec 1 KS0116025laselloRes' \lsello REScheck rck Page 1 f 1 Cj LOT AREA 11545.74 - ^^ BUILDINGS \ I -- - ----- ---1, ----- ---= 4-- ~ CJ EXISTING HOUSE I0/6.42 FRONT ADDITION 57.40 �.�.�.1��.�.� � gip. !�� '�. `'-� •.!�i v ,a .� �:, .e �-� � --'� �,l --,;�� _�"�`-�,,.�" � I i L/ SINE ADDITION 3^0.55 TOTAL - t=,. -�- _ .-, ----` r Ir ✓ �� 1510.37 _ --;✓. rr'% ':..r,'�"i.`> �� `^.A^�y�� ,.t. �� , I t� '�➢` � '�� Q .I.,-) ct PLAN ----- -- - k_ _ .--, PLOTDECKS l G •�-'' �CCl3 3 Scale: 1" -= 20-O" ENTRY DECK 68.70 / `'E O �O I D N C v HREAR DECK 544.69 - - ------ � TOTAL DECKS 613,39 TOTAL LOT COVERAGE 2123.76 I PERCENTAGE OF LOT 18.4 OCCUPANCY GENERA. CON-STRUCTION NOTES: CODE REFERENCES: LIST OF DRAWINGS 1.AI! work shall conform to the requirements of the New York Tl GENEPAL NOTES, CODE REFERENCES, ENERGY CALCULATIONS o CODE ANALYSIS ENERGY NOTES FOUNDATION SYSTEMS: Shall conform with Code sections and TAbles 8401,4, R401.4.1, ASPHALT ROOF SHINGLE NOTES State Building Code: all wo'-k shall also conform to the Al EXI57NO PLAN � ELEVATIONS R402.2, R404.1 AND R408.1 THRU 4083 m N o OCCUPANCY: Residential Single Family Detached I e requirements of any other Codes and authorities having A,2 PROPOSED FOUNDATION, FIRST FLOOR ROOF PLANS cel et 1. Ga culations are valid up to 5,...9,9 degree drys. 1. Asphalt roof shingles shall have self-sealing strips or shall be � � jurisdiction. The Cor`roctor shall obtain and arrange for all A3 PROPOSED ELEVATIONS t\ *� interlocking and shad comply with the requirements of A57-1D-225 ANCHOR BOLT SIZE AND SPACING: Refer to 2001 AFPA/WFGI`1 Table 3.2A. x v REFERENCE STANDARDS: r ' or D-3462 required permits, nspeetion, certificates and tests. - A4 PROPOSED SECTIONS o m =+ 2. Certified conformance for Zone 11B. q � Gn rn w o A5 DOOF S WINDOW SCHEDULES, PLUMBING RISER, DECK PLANS Residential Code of New York State PROTECTION AGAINST DECAY: Refer to Section 8319 O o � Wood Frame Construction Manual AF PA (2001) 3• Wood framed floors, walls and ceilings shall have an approved 2. All fasteners for asphalt roof shingles shall be galvanized steel, 2, All foundations shall rest on undisturbed soil of 1 T.S.F. bearing - - A6 NAILI�JG SCHEDULE AND CONNECTOR DETAILS Ua Climate Zone: 115 vapor barrier ermeance ratin of 1.0 erm installed on the 4} capacity; contractor shall hove the level of acceptable bearing p (P 9 P ) ' stainless, aluminum, or copper roofing nal s. Fa_ miners shall be PROTECTION AGAINST TERMITES: Refer to Section 8320 a Degree [Days:5750 f t + strcta verified in the field. O oo 9 Y "warm in winter" side o thermal insula ion. minimum 12 gage shamed with a minimum 3/8" dig. head, and of sufficient length to penetrate through the roofing materials and the sheathing. FLOOR SYSTEM: Shall comply with Ghaper 5 and AFPA/WFCM 2001 Section 3.3. 0 DESIGN LOADS: 3.A! concrete work s' corform to requirements and - 4. Windows and sliding doors shall hcve a max air infiltration Roof: 20 psf ground snow load rutin of 0.3 CFM er s uare foot of window area. Swin In recommendations of ACI-318-99 "Specifications for Structural g p q g g 3.Asphalt roof shingles shall have the mimimum number of fasteners as r � WALL BRACING SYSTEM; Shall comply with Sections 8602.8, 602.10, RG02.10.10, � U Basic Wind Speed: 110 mph r + Concrete or 5uddirgs (-c'_3000 psi');All exposed a, c� � •� doors shall have a max. air in.dtra Ion rate or 0.5 CFM per required by the manufocturer. R613.2,AND R613.3 U 'Ift: 18.1# slabs, garage =labs, and s+cps shall be 3500 psi air-entrained. oo .o P' square foot of door area. N W n Dead Loads: 10 psf Reinforcing steel shall corform to ASTM A-615 Grade 60. 4. For normal applications, asphalt roof shingles shall be secured to the WINDOW ANCHORAGE: Shall comply with Section R613.5 � W 5. Skylight shafts shall have a minimum insulation value of 8-19, roof with no less than four (4)fasteners per strip shingle or two (2) �. Table 8301.4 4.All framingmember shall be Hem-Fir #1 Fb =.975 si fasteners per individual shingle. ( P WINDOW MULLIONS: Shall comply with Section 8613.6 Minimum Uniformly Distributed Live Loads 6, Garages-front, sides, doors, interior shall have max. U_,40 provide (2) 2x8 header over all wall openings, unless - (in Pounds per Square Foot) 5.Asphalt strip shingles shall have a minimum of six (6)fasteners per otherwise noted, EXTERIOR WALL COVERING: Shall comply with Section R702,1, 8703.1, R703.4 Refer to Use Live Loads 7.All freplaces hall be provided with a damper for outside shingle where the cave is 20 feet or higher above grade or where the Table 8703.4 for weather-resistant Siding Attachment and Minimum Thickness. Refer to combustion air 150-200 GFM. All flues shall have tight seated base wind speed is 120 mph or greater. 5. Micro-Icm girders (ML) sha!I be !aminated veneer lumber with Table 8703.5.2 for Wood Shakes or Shingles, Exterior Balconies 60 damper with a max. air leakage of 20 CFM. All freplaces E-2,000,000 P51. Fb= 2,800 PSI, as manufactured by W Decks 40 shall have tight-fitting non-combustible doom. TRUS-JOIST Mc"IILLAN. FOAM SIDING BACKER BOARD: Shall comply with 8314.2.5 Passenger Vehicle Garages 50 Q r--E g g 8. The Contractor shall submit the design,size and type of 6. Double frame around all %aenirgs, under parallel walls and ROOF/CEILING CONSTRUCTION: Shall comply with 8801.4 and AFPA/WFGM 2001 Refer U Attic without storage 10 mechanical systems which will be used, in sufficient detail, as under bathtubs. Prcv'de 5'mpson hanger connections at allto Rafter Span Tables 8802.5.1(1) and (2). 0 Department, flush structural Toad bearing conditions. Attic with storage 20 required by the Building ROOF ASSEMBLIES: Shall comply with Section 8902, I and 8904. Rooms other than sleeping rooms 40 9,All thermostas shall be od ustible from 55 degrees to 7.All concrete blank =rail conform to A5TM CEO; Mortar shall be Sleeping Rooms 30 85 degrees Farenheit, Pe M ROOF SLOPE: Shall comply with Section 8905.2.2 Stairs 40 1 8• All steel work shci' conform to the requirements of the AISC T � 1 � Q 10,All ducts and pipes shall be insulated as required by code. ASPHALT SHINGLES; .hall be secured .o the roof with not less than (4) fasteners per strip Guards and handrails 200 ".Spee,cotions for Design, Fabricc+icn and Erection of shingle or(2) fasteners per individual shingle (8905.2.6) 11. HVAG Contractor shall verify heat loss cd-ulations. Structu al Steel r"cr Buildings". Steel shall conform to DE�LEG710N LIMITS: ASTM GRADE 35. U Rafters wltn no finished ceiling attached: L1180 INTERIOR FINISHES AND MATERIALS: Shall conform to the fere spread and smoke-density 12.All cellar and/or basement doors sha!I be insulated. requirements of Section R315, Floors: _/360 E. Al e!ec!ricol wo-k sra'' conform to local NEC and Underwriters 13. The Architect certifies that to the best ofhis knowledge, Lo'baratcry require~'onts. INSULATION AND VAPOR BARRIERS: Shall be fire rated per Section R316. Belief, and professional judgement that the flans are in compliance with the Energy Conservation Cmstruction Code 10. fl-cplacae,and flues snail be UL approved. GYPSUM 50ARD: Shall conform to Section 8702.3. of New York State. (July 3, 2002) It. install smoke detectors end carbon monoxide detectors in MAINTAIN MINIMUM CLEARANCES TO THE BATHROOM FIXTURES: Refer to Section accordance with 6' s-ctc and local code requirements. 8307 12. T~c Coe+roctor sna'i verify all existing conditions before STAIR LANDING: Shall comply with section R311.5.4 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA snorting construction and shall notify the Architect of any ambiguities or discrepcnldes before proceeding with STAIRWAY: Shall comply with Section R311.5 GROUND VJVIND SEISMIC WINTER ICE SHEILD AIR the work. If any que-.Jolr arise before or during construction I DRAWN: JM MS HANDRAL.� Shall comply with 5ec� or, 8311.5.6 SUBJECT TO DAMAGE Y UNDERLAY- FLOOD t p y SCALE:AS NOTED -� as .c th„ intent or deft is of the drawings, the contractor SNOW (SPEED IN DESIGN T DESIGN T HAZARDS FREEING WEATHERING FR05 I LINE TERMITE DECAY TEMP. MEN I� INDEX sno''! coli +'"e archi'e�t, r"a�k -Schwartz, of(G31) 7�4-4185 for JOB#: LOAD MPH) CATEGORY DEPTH REQUIR�D clo-ifcotion and/or Instruct!one. If the contractor fails to follow the above procedure, he shall assume all responsibility SHEET NUMBER: MOD. TO SLIGHT TO fo-the ccnsequerces of Ks actions and/or decisions. 20 P5F 120 G" SEVERE 3'-0" HE,�VY MODERATE 11° YES AE 500 13. The owner shod crnanos for supervision of the construction work to ensure ccmp!ia'rce with the contract documents. REVISIONS: 6-16 Front Entry 0 5'a 8 g• 9'-7PROP FDN WALL =SECTION M1502 CLOTHES DRYER FRONT SETBACK LINE EXHAUST VENT TO EXTERIOR %"TYPE"X" GYPSUM BOARD %,,o X 16"LONG WALLS CEILINGS IN UTILITY ROOM / ANCHOR BOLTS 1'-0" M1502.1 GENERAL. DRYER EXHAUST m _\ FRONT SETBACK IN FROM CORNERS$ SYSTEMS SHALL BE INDEPENDENT -� OF ALL OTHER SYSTEMS,AND � 45°O.G. MAX.(TYP) � SHALL CONVEY THE MOISTURE TO r -------------------- THE OUTDOORS. r __ _ _ I EXCEPTION:THIS SECTION SHALL \ I -� ~ I 1 EXISTING UTILITY ROOM LINE OF HOUSE BELOW Z ��_� I I •. � NOT APPLY TO LISTED AND LABELED O i i i CONDENSING(DUCTLESS)CLOTHES Z� ELECTRIC lq 8'-11"X 5'-8" U p Q I i i DRYERS. PANEL TO B AREA: 50 sq Ft / X i9 D I I I i RELOCATED T c� Z I I #5 DOWELS @12"O.C.V. I I - - - - - - - - - '�u I I UTILITY ROOM _ O I I (DRILL$EPDXY 6"INTO I i EXIST --� p ----------------- --- - ------------------------- _ -- - - - - - - _-- � � -- -- -- -- `� EXISTINGCONCRETE) I - - - - - - - - - - - - - - - - - r--------�- ------ . -------- ----------------------------� i r 1i - 2 X 6 LEDGER ' 1 I I 4'-4" � O i I TO BE REMOVED i I i I D4 PR. 2668 BOLTED TO HOUSE I I I I i t - - ' I WITH 5/8"BOLTS @ 16" i i i i - 177 BEDROOM #2 i s I I 1 _ i t 17-01 X 11-'71 p X it I Q O I /a"(d X 16" LONG O.C.(STAGGERED) I I I I ANCHOR BOLTS 1'-0" I I I 1 AREA 153 5q Ft � I , 1 I I / I I ' co _ _ / E111 \ m N I - - - - - - - + - - -i �T•I FROM CORNERS I I i I • ' i p 4l 45"O.C. MAX. I �� i i i Q w p i t 4'-4" I I POST \1 2 X 8 CJ m - - - - - - - I � I I = ' I (3)2 X 4 f X SD �L_ \III V X ( Q •r-•+ -- d BEDROOM #1 _ 6'-D" m,�.i 1 p - - - - - - - - - i w x 10'-2"X i m N I I L — J I ' I c . I p AREA 120 5q Ft - - - - - - - I- - •O � I I I I Q tTti O - - - - - - - - - I EXIST GONG ' � I I I `' I I I O '-O'1 x 9'-O" I N w O X BLOCK PIER(VIF) I ' i AREA:I 54 s Ft r I I _, p J I I I D3 I I I I q I r° i D5 . 2068 W/D i - ---- - __ = LIN STACK i NT: I \� ---- li X - - - - - - - tit _ I ! I w j EXISTING FJ I EXISTING FJ 2XBFJ *DRYER EXHAUST @ 6 O.C. i • I SEE CODE REFERENCE l(� EF/ CD2 • I I v I - - - - - - - � - t �A, ' I I I 3 ABOVE 10'- D6 1668 I / POST 4 Q I, �/ \ lQ m I I I I ( h V I 0 ` BATH ! I I /T� �M 2x8cJ p = - - - - - - Q I F I I I ' cp Z Y WALL TO MOUNT __ I � I •. � O GRAB BARS I-- I ; m ry O I -- F'—-- I _ @ 16 O.G. I I L -J I I I 1 X ' EF AREA: 51 5q Ft O D3 I i " � 0) O I - - - - - - - I h•+� I I ( I I I I Q ►1-1 5'-O"X 10'-2" .�j I I I O I •�L H/C GRAB BARS AT m j \i D4 P . 2668 �g m m - - EXISTING EXTERIOR O TUB AND TOILET �� I I WALL TO BE REMOVED "E BEDROOM #3 Q I — — — — — — — -- I EXIST GONG. i I i ' 17-0"X 11'-4" m i I EXISTING WINDOW TO ' BLOCK PIER I I t I O [� I - AREA 147 5q Ft M� I I Q BE REMOVED AND 1 �_ D2 O OPENING CLOSED UP a (3�2X 4 ------ X11., (3) 2 X 4 CL— i I - - - I- - - - 1 - - 1 Q 00 /00 ry 1T1 POST I - - - - - - - I ��/ I i I I 4'-O" u - - - - - - - I W - --- ------ --------„ T w _ _ I 17 1 OUTDOOR 3-9Y2 AT I 3=0 I II I N FLAT CEILING i ROP GLEN ;INTO EXISTING ROOF I I O SHOWER 2X iRR@16"O.G. - - - - - - - T!- - i L(� i EXISTING R EXISTING RR I EXISTING 2 X 8 RJOF RAFTERS(VI PROPOSED2 X 8 OF RAFTERS @ 16"O.G. ' S� � I ` ovr- �-o co��' i I i i I I1 ( BLENDED INTO EXISTING ROOF m o KITCHEN 1 ^ " _ I I I I i 10-6 X 13-0 I EXIST EXTERIOR WALL �U! I I ME Q , t i I I I AREA. 130 5q Ft 1 I h+i FLO-TH U VENTS TO 8E REMOVED ►I INSTAL ED NO MORE I I THAN 1' "ABOVE + I I I I I I I I I I _Z CC3 ' GRAD (TYPICAL) EXIST GONG. i i i ° . i I i ?( i I I - - - - - - - - - 'U V) - I M�- - I - - - I \ EXISTING ENTRY I I 1 DEMO FIREPLACE (i O I i BLOCK PIER i i v I _ - - - - - - w f� — - - - - - J- L to -4 5 U I f i I i I 61 DOOR TO BE I I XIII I t;— - - REMOVED AND I I m III OPENING CLOSE UP X 3 _ I 1 I I I I •�I I /4"PLYWOOD OL w L LIVING ROOM INTERIOR WALL t = 1 w 32-2 X 17-1 11 l9 X I 1 1 I = I I I i I •' ' = Q X m IUI AREA 4786 Ft I I I l9 tV Q 3 = I q 11 ry d PL OOD N A _ � q I I I I I 4 A INTERIOR WALL HEIGHTS OF FOUNDATION I i I I I! O I o WALLS TO ALIGN i i i I m 1 !i U m - - - - - - - -� - - -I c+� N 0 I I i X (3 2X6 I illl X 01 11 I I °' 3,-4" I / -6" 9'-8" i 9'-8" 2'-�" I i I - ST 2'-2" III N = I - - I I I I I 3 I i I ___ _______ _______________ ___ I I -------------- - !� D8 FWG 43685 D8 FWG 436 5 D7 F'•iG 8068 D8 FWG 431185 D8 FWG 43685 iv I I c1, v L--- -- - ----------------- - --- I — — — — — — — TI— — O OI _�--- __ - __ - -_ - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1- - f- - - - - - �' �� w / ------------------------------- -------------------------- ±---- ---------- e ML-H I H R j3 13/4�C71/a M ��7� /� �3� - �y LTi '� #5 DOWELS@12"O.G.V. - - - - - - - O 0 � � V 2 X 8 LEDGER DRILL EPDXY 6" INTO 2 X 6 DJ BOLTED TO HOUSE ADD 3'-O"CONC. BLOCK EXISTING CONCRETE) 14 ;t Ole I@ 16"O.G. WITH%"BOLTS @ 16" FOUNDATION WALL ABOVE NEW ROOF RAFTERS TO BE TIED 8,_6„+ U � .2 EDGE OF ROOF ”' cn O.C. STAGGERED EXISTING FOUNDATION WALL p INTO EXISTING ROOF RAFTERS °� '� Cn �I (STAGGERED) IN HATCHED AREA. REAR DECK FOR SMOOTH TRANSITION EXISTING ROOF RAFTERS / 3'-11" 4'-7' h 32'-10"X 16'-0" TO BE REMOVED IN THIS AREA o w - - AREA_525 5q Ft 12"0 X 36" DEEP 8'-6"PROPOSED FDN WALL 4'-O" N P.C.FOOTINGS _ PROPOSED ROOF FRAMING PLAN \�----- p Q•- -- - _(3) 2 X 10 ACO HDR- 3 Scale:U4".1'-O.. XW 6 X 6 ACO POST(TYP) D [ � QUI[ D SEP 282016 (3)2 X 10 ACQ HDR "` _ INDICATES EXISTING WALLS TO REMAIN94 I----- -- -- BUILDING DEPT. -1-mss--- -- ---+�-I- -- -- - --------------- INDICATES EXISTING WALLS TO BE REMOVED TOWN OF OUTHOLD INDICATES NEW WALLS u O INDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS I I B B PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. tj INDICATES HARD-WIRED CARBON MONOXIDE U 'v �� 10 _ O DETECTOR Eh(` PM IOC- - - - - - - 4'-6" 7-O" 6'-O" 4'-6" 5'-5" ` QEF/ EXHAUST FANS . DRAWN: JM MS * fif .e^ - SCALE:AS NOTED " it PROPOSED FOUNDATION PLAN 32'-10° " 1 _ `+-. A01 !N$�' JOB#: Q INDICATES 5/8 DIA TIE HOLD DOW � CORNERS AND DOOR OPENINGS -Ra SHEET NUMBER: THAN 5'-O° N PROPOSED FLOOR PLAN F' A-2 0 _j I I qd l n REVISIONS: TRUSS PLACARD ING REQUIRED DATE: r,L ~DES OF TE & TO f- �' .O WN CODES NE: nN Y0 ,1 ST1 G;.. JN;CTIFY BUlDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF x' 76 5-1 802 8 AM 1-0 4 PM FOR THE - p`- FOLLO`h/ING INSPECTIONS: 1: FOUNDATION TWO REQUIRED SOU- 0!DTOVJN PLA,�NING BOA D p'. FOR POURED CONCRETE —OLD WN !RUSTEES T -..; 2., ROUGH - FRAMING & PLUMBING OUT. 2.' INSULATION Y. E� •' 4. FINAL - CONSTRUCTION MUST r; BE COMPLETE FOR C.O. x'.. ALL CONSTRUCTION SHALL MEET THE OR R 4'.:. NE YORKSTATETNOT RESPO%BOFFOR USE- IS UNLAWFUL DESIGN OR CONSTRUCTION ERRORS. VVITHOUT CERTIFICATE OF OCCUPANCY ' - - - - - - - - — - - = - - = O BEDROOM #2 y X 10'-4" W AREA: 100 Sq Ft BEDROOM #1 14'09"X d AREA: 156 Sq Ft (i ROD CDS��`LY 'V I!W' 1,43 ct — — — — — GOUTF OL*7071H COM — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - — A—+ EXISTING MAIN ENTRY O •r+ H � EXISTING RIGHT SIDE ELEVATION F-� "' �O n H .ar�?��. EXISTING FRONT ELEVATION ` C'�.Y.,i•' i ni _ Scale: 1/4" =1'-O" •''7 � ` . .. �- r� that th T2 BEDROOM #3 ' PLUMBER CERTIFICATION `� AREA: 94 5q Ft bl ON LEAD CONTENT BEFORE CEP,P IC,�TrC�c OCCUPANCY PLUMBING L J .� ti S01-l:,:: ' :� VvA TER cti3 SUPP;-.Y� ; i"LM (CANNOT '::..`, ;,_. __, �i.��,LhERING EXCEED 2/10 OF 1910 LEAD. ?, I (J Q � DINING ROOM AREA: 83 Sq Ft rl F.' KITCHEN Ct T AREA: 91 Sq Ft u N FIREPLACE �• p, - - - - - - - - - - - - k' n; o LIVING ROOM N o 23'-8"X 12'-3" rn V AREA 289 Sq Ft mai � o � O " 0 cd Wo +; o u F- � EXISTING REAR ELEVATION EXISTING LEFT SIDE ELEVATION V �� U) Scale: 1/4" .1'-O" 8 Scale:1/4" .1'-0° N EXISTING FLOOR PLAN EXISTING N 0 w EX Scale: WOOD 1/4" .1'-O" PLA CORMS cn W U O H cU0 d p E,D A, i N C IN 97p ��1 DRAWN: im/MS SCALE: AS NOTED JOB# 022339 �0� SHEET NUMBER: p ; ; OF N E4 A- I x'- REVISIONS: I I ' I 8.. 9'-7" PROP FDN WALL 'SECTION M1502 CLOTHES DRYER FRO T ETBAGK LINE EXHAUST VENT TO EXTERIOR FRONT SETBACK TYP LINE 5 p I 5/8'fZ1 X 16" LONG /a" E"X" GYPSUM BOARD M1502.1 GENERAL. DRYER EXHAUST WALLS CEILINGS IN UTILITY ROOM ANCHOR BOLTS 1'-0" 9_7 CID FROM CORNERS SYSTEMS SHALL BE INDEPENDENT I 45" O.G. MAX. (TYP) OF ALL OTHER SYSTEMS,AND -�--------------------- , SHALL CONVEY THE MOISTURE TO THE OUTDOORS. o ----------------- z I I EXCEPTION:THIS SECTION SHALL nLINE OF HOUSE BELOW Z NOT APPLY TO LISTED AND LABELED EXISTING UTILITY ROOM 2 X 6 LED gR p u a cc O I i i .; i CONDENSING (DUCTLESS) CLOTHES ELECT �q 8'-11"X 5'-81, �' Q = F I I I DRYERS. ' PANEL TOB D I I �t BOI�Ei5 TO HOUSE 0 - Q p I I I I - AREA: 50 sq Ft I RELOCATED TO I WITH 5/a" BOLTS @ 16" N Z I I #5 DOWELS @ 12"O.G.V. I i ' — — — — — — — I I— — O.C. (STAGGERED) D I 1 I UTILITY ROOM 1 11 O I I (DRILL�EPDXY 6" INTO I I EXIST EXIST - l O -------- . ,-------- ------ -1- -- __--- -- ----- -- n7t- �_--� �i EXISTING CONCRETE) i i - I. __________----- — — — — — — — — — — — — •. � I � . I - � i, I 17'1 I I --------- ----------------- ----------------------------- I i I I I I I i9 - J� O it EDROOM #2 tl ��r4 - - - - - - - - - - i ' 5/a"0 X 16" LONG I I I 1T-O"X 11-T 0 X I I 0[ ANCHOR BOLTS 1'-O" i I i i 111 PREA: 153 sq Ft I I I O 0 FROM CORNERS I i i w �` / i D4 PR. 26 \ V — — — — — — — — — 45"O.G. MAX. (TYP) i i X `� I i i p 3 2 X 4 X m I I I ,. o ry o y � I �I 2 - - - - I I- - I z '~' I m 3 4---- ry O.C.. �_ ry f 1 �0 I I I I I = �•-I I I a� - 1 �} l---- I BEDROOM #1 = 1 O — — — — — — — I I x,: :• I I I L — l9 m 10'-2"X 12'-5" l \:_9DJ / 61 I I ry I I I XD I/ cv - - - - - - - O 'i tt3 Q ry AREA: 120 Sq Ft 11 �i I I T I- - j O �--1 Ili 11 I A °'.. L - - - 1 Z c� I X-4— — 1 I \ 1 I I W 11 I EXIST GONG. I I I I I O 6'-O'I X 9'-O" ►�; — — —_— — — TI— BLOCK PIER(VIF) I i I D3 I I AREA-! 54 Sq Ft C) I 1 I I O II / - - - - - - - - - - y I T� \ I I I I V1 p, •-. I I LIN STACK I 1 LL p'. I I I I I _ — = 1 / ill X I I I O EXISTING FJ EXISTING FJ I 2 X 8 FJ I 1 DRYER EXHAUST VENT `('EF/ D2 1 I I J \ �� — — — — — — - -- (3) ; O @ 16" O.G. I 1 SEE CODE REFERENCE - I I i l I I I i Q ABOVE / l (3) 2 X 4 �8 J i i / 1 I I I F'.. I i GI,�i I I I i 3 DG 1668 i I / POST i i / X I — — — — — — — I I- - I O I I 1 dp Z Y WALL TO MOUNT I 1 �� l 2 X 8 CJ O I I 1 I ~ O GRAB BARS ` BATH �� m N — — — — — — Q Q 1 I w \ EF/ 0 D I / I I I I/ @ 16" O.G. ''�� t — —r1— — —I 5'-0"X 10'-2" i t X I Y I l I I I F^-'•y. I AREA: 51 Sq Ft .• I I Z `� I I I ry I I m� I I m O I I i I i I i I H/G GRAB BARS AT 0 , \I I `� — — — — — — — 1 — — I EXISTING EXTERIOR I I I I D4 PR. 2668 ^I X I I I O TUB AND TOILET o �' �I I l WALL TO BE REMOVED N 1 i I I i u I i� 1 BEDROOM #3 O — — — — — — - -- Ir -+ — -I ' Q I 1 11 m ry I 1 1 I SD I I 1T-0"X 11'-4" EXIST GONG. I I I 1 -� �, I I I I BLOCK PIER(VIF) 1 i I a BE REMOVED AND TO Q O t I I I 1 L— D2 — — —n1 —J 11 AREA 147 Sq Ft I I - - - - - - - - L--- � I I I I O OPENING CLOSED UP I -- -- -- 111 3 2 X 4 i I I 1 1 ,y ��x�---- ( ) *4— - — - — - - - - - 1 -- - - - � 1 0 O I 0�� 1 171 POST - - - - - - - - - -I L —I ��,� 1 I I i d 4-O I I i T� I I I I -- -- =� =ir�--I 1 — J i ; i w _- _-_----_------ -t------ I 17- I ——————————-- — — — — — — — — 1 OUTDOOR 5' 94„AT 1 3'-O" 1 Ili 1 11 I 4� SHOWER FLAT CEILING I I ROP GLEN (INTO EXISTING ROOF ( I I I I I Q 1 I I 2X RR@16" O.G - - - - - - - TI- - � 1 EXISTING R XI57ING RR 11 EXISTING 2),8 ROOF RAFTERS (VIEL PROPOSEPI X 8 OOF RAFTERS @ 16"O.C. kI 11 I I BLENDED INTO EXISTING ROOF 1 i I i I i ry o KITCHEN I 1 1 I I I m 10'-6"X 13'-O 1 p EXPT EXTERIOR WALL ill I I I 1 1 I I ty I I I j I 1 1 nl s AREA: 130 sq Ft 1 ' I I — I +` T BE'REMOVED — — — — — — FLO-THRU VENTS I I 3 I i � Ili I I 1 1 I N � INSTALLED NO MORE I I I I I I 1 = ?1•.-�i • I I THAN 1'-0"ABOVE i i I l ZI i j Jill I I - - - - - - - I I — i I Z I I GRADE(TYPICAL) EXIST GONG I I I I I 1 U V1 V I I I I I I I DEMO FIREPLACE I I - - - - - - - 1 1— — 1 I Z BLOCK PIER IF I I _ ct . I I N ) I I I � I I o I fL I I I I W �� _ _ _ _ �- - - - - - - - I �; EXISTING ENTRY J I i ry I U O1 — — — — — — — I DOOR TO BE I �` REMOVED AND 11111 O I I I cY N OPENING CLOSE UP X1 I m 3/" PLYWOOD I ac i i i °w I i I i I n\I L-------J INTERIOR WALL -� LIVING�ODM II I - - - - - - - +I- - -, Q I 32'-2" 17'-1, III l9 X I I I I U X m Q I AREA: 478 5G Ft ry I - - - - - - - I-- — Ifs I I I l9 ry Q n I I I I I I O /4" PL OOD I ry m A . I I i I i l ry ry 3 INTERIOR WALL I � I111 3 A I I I I ry o i HEIGHTS OF FOUNDATION I I A l WALLS TO ALIGN i i i I m I I III m - - - - - - - -�I- - -I CO I I I(XI 45T 2X6 ( �} I I i t 1 I m Qm 3 I TYP 3212 ry N 3 1 - - - - - - - I- - i 2'-O" o 3'-4" I 2'-6" 9'-8" I 9'-8" 2'-gym" i I = I I Da FWG 43685 DB FWG 436 S o7 F G 8068 DB FWG 43 5 DB FWG 43685 L___ ________________________ --______ —__ ___ _—_ _-----________ _---- — 1111111117><111/4111Z /' ------------------------------�------------------------------ -----•— --------- J Z.. 3 7 -- 3= -- -- — 3 �— — _— - — — — — — — — --— r — — — — — —i — — — — — — — -T� — — — — — — (TYP) " w O — — — — — — — — — — O � W L I�T� � #5 DOW LS @ 12" O.G.V. iv L..,v° � 100. .� . � 2�C 8 LEDGER (DRILL� PDXY 6" INTO � .� � M � �-' 2 X 6 DJ BOLTED TO HOUSE ADD 3'-0" GONG. BLOCK EXISTING CONCRETE) I -� O.G. 5 FOUNDATION WALL ABOVE NEW ROOF RAFTERS'f0 BE TIED U I WTH /a" BOLTS @ 16" 1 8'_6°± EDGE OF ROOF r� c. O.C. STAGGERED EXISTING FOUNDATION WALL p INTO EXISTING ROOF RAFTERS �+ v (STAGGERED) I REAR DECK FOR SMOOTH TRANSITION EXISTING ROOF RAFTERS co IN HATCHED AREA. y;. . • . 3'-11" 4'-7' 32'-10"X 16'-O" TO BE REMOVED IN THIS AREA o w AREA- 525 Sq Ft l p'.. 8'-6" PROPOSED FDN WALL 1 12"0 X 36" DEEP PROPOSED ROOF FRAMING PLAN �'• � ..�� ` . P.G. FOOTINGS _L3) 2 X 10 ACQ HDR- \1- -- --_(TY -- - \ 1 3 Scale:1/4"=1'-O.. X `9 6 X 6 ACQ POST(TYP) W p' I U x: 0 U) r 3 2 X 10 G HDR INDICATES EXISTING WALLS TO REMAIN �— —~®�—( ) _A Q INDICATES EXISTING WALLS TO BE REMOVED —— —— —— --------------- INDICATES NEW WALLS U 1 � O INDICATES SMOKE DETECTORS, ALL OF WHICH MUST BE INTERCONNECTED THROUGHOUT THE BUILDING AS PER SECT. 1060.10 OF THE N.Y.S. BUILDING CODE. B B O INDICATES HARD-WIRED CARBON MONOXIDE , gED AR DETECTOR ��' ��VIN 4'-6" T-O" 1 6'-O" 4'-6" 5'- - ` EFS EXHAUST FAN * *� y'�;� IN DRAWN: JM ms N SCALE:AS NOTED PLAN 32'10" I - ' �- 1 PROF OSED FOUNDATION ('� INDICATES 5/8 DIA TIE HOLD DOWNS @ •�' 22 39 Q- JOB#: Scale.v4"_1'-0" CORNERS AND DOOR OPENINGS GREATER , I�F NE�1`��o sxEETNUNIBER: THAN 5'-O" ' N 2 PROPOSED FLOOR PLAN A-2 41� ^ REVISIONS: a� p. r- � — 16'-O" PROPOSED REAR DECK ADDITION 1 EX15T IL- ----JI I III I I I PROPOSED NEW FRONT ENRTYTO SE -- 1: 11 3046I 2846 2846 I I I I ai �• .. OUTD OR f. � f-� w 0 RAISE HOUSE 3'-0"ADD NEW �� EXISTING ~ FOUNDATION WALLS ON TOP iv FOUNDATION TO GRADE OF EXISTING FOUNDATION REMAIN GRADE GRADE �„� W O PROPOSED RIGHT SIDE ELEVATION F-+ FLO-THRU VENTS INSTALLED NO MORE THAN 1'-0"ABOVE N GRADE (TYPICAL) w v � C/1 O O 50'-4" PROPOSED 1- STORY SIDE ADDITION a H I^^ H ct EXISTING WINDOWS TO BE REI", VED 16'-O" PROPOSED REAR DECK I I I� �I _ I i � Q� 2846 2846 304 6 3046 3046 3046 r-+ ct p m p' r• �� •I. ' I: '� 1', • . w a Z ` a LL GRADE ' . - P `r PROPOSED LEFT SIDE ELEVATION FLO-THRU VENTS 4 Scale: 1/4"=1'-0" INSTALLED NO MORE m N q o THAN 1'-0"ABOVE m V v GRADE (TYPICAL) o M as rn r� o z V Cz � � 0 t— Lo d Cov BLEND NEW ROOF INTO EXISTING DOOR AND N l v WINDOWS TO BE REMOVED 0 w EXISTING ROOF FOR SMOOTH TRANSITION BLEND NEW ROOF INTO EXISTING ROOF FOR 9'-7" PROPOSED SMOOTH TRANSITION 1-STORY SIDE ADDITION 8'-6" PROPOSED l l i 1-STORY SIDE ADDITION 1• W II II II II 11 1 II 11 II �1 1 I II II 11 11 II 11 II I 1 11 II II II II I II II 11 II II I N 11 II II II II I II II II II 11 � E'" • 11 II II II 11 II II 11 II I II II II II I I II 11 II I EXIST EX15T I I I I I I j j l 11 11 11 1 Jill 11 II II II II II 11 I TOP OF II 11 II 11 II II 11 11 11 1 I G $�= r Vj V�43685 PROPOSED 1 71 FWG43685 FWG43585 11 l i l l ill REAR DECK 1 FW Q 8068 a - �, _ .. ♦, .. OUTDOOR ,. ., - � - SHOWER p . N •, in i p: o I �FtED qRC s;l m = r EXIST FOUNDATI N �� 1 m �' u1 EX15T FOUNDATION �---- TO REMAIN Cy p: TO REMAIN n �� F- �n p. GRADE QQ-, �� DRAWN: JM/MS p; * E�t•a N SCALE:AS NOTED .' ... :; NEW FRONT ENTRY FLO-THRU VENTS PROPOSED REAR ELEVATION FILO-THRU VENTS JOB#: p; .. . . . PROPOSED FRONT ELEVATION INSTALLED NO MORE 3 0 Scale: 1/4" =1'-0" INSTALLED NO MORE 22338 O� SHEET NUMBER: Scale: 1/4" =1'-0" THAN 1'-0"ABOVE THAN 1'-0"ABOVE 9�' 0 p GRADE (TYPICAL) GRADE (TYPICAL) OP N E`N A-3 r . . . G•. REVISIONS: J HEIGHT OF RIDGE ABOVE GRADE 19.5' DECK RAILING SHALL HAVE INTERMEDIATE RAILS OR - - - - — — PROP FIN FLR EL. 17.0' ORNAMENTAL CLOSURES THAT DD NOT ALLOW PASSAGE OF A SPHERE 4' 2 X 8 ACQ LEDGE OR MORE IN DIAMETER LEDGER BOLTED TO HOUSE WITH%"0 BOLTS O.H. EXIS INC EXISTING —+► 2 X 2 BALUSTER @ 16"O.G. (STAGGERED) i i L =___=I WINDOW WINDOW L==== =J TO EE TO BE DECKING REN)VED REMOVED i9 4 X 4 POST TOP RAIL$ BOTTOM RAIL LIVIN Room ED OOM # BEDROOM 2 UTILITY EXISTING ENTRY DOOR TO DOOR TO DOOR TO ROOM DOOR TO BE HALLWAY HALLWAY REMOVED BEYOND BE NROOM BEYOND , fr1 _PROP FIN_ _FLR EL._9._0' NEW FINISHED FLOOR TO ALIGN 7 d WITH EXISTING FINISHED FLOOR p� 2 X 8 AGO DECK JOIST @ 6"O.G. ,• HEIGHT THROUGHOUT RESIDENCE O --:_,;� (2) 2X10 ".d 4 X 4 POST to 2 O AGQ HDR ) — _ EXIST FIN FLR EL. 6.0' d w 2 X 8 B N P CMU ADDED TO TOP O Q 6 X 6 PO w o CRAWL SPACE OF EXISTING Q W/SIMPSON CQ P05T FOUNDATION WALL O a P866 P05T GRADE ,d BASE ECTORJ GRADE EL.3.0' \j/\\j/\\j/\ \ \ \ \r/\ \ \r/\//\//\//\// �: ,i//\//\//\�//\//\//\//\// /\/ /\//\//\//\//\//\//\//\//\//\/ , \/r\ \//\//\r/\//\\//\\//\//\//\//\r/\//\//\//\//\//\//\//\// 06 \r/\//� Q \j\\j\\j\\j\\\j\\j\\� L`j\\j\\/\\/\\/\\/\\/\\/\\/\\� . ,.l`/\\j\\j\\j\\j\\j\\j\ \\/r \\j\\j\\j\\j/\\j/\\j/\\j/\\j/\\j/\\,�•• \\j\ \\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\j/\\//\\//\\//\\//\\//\\//\\//\\//\�/ CUT OPENINGS IN EXISTING EXIST FOUNDATION ' \/\\/\\/\\//\\//\\�.. //\\//\\//\\/%✓/\\//\\//\\//\\//\\� //\\//\\//\\//\\//\\//\\//\ /\\/) ti/\\//\\//\\//\\//\\//\\//\\//\\//\\//\\� •/�\j \\j/\\j/\\j/\\j/\\j/\\j/�j///////////\j///r/\/////�/////r\\j////\\ FOUNDATION WALL TO INSTALL WALL TO REMAIN \j /\\j\�' \\ FLO-THRU VENT5. \\//\\//\\//\\,\\//\\/�\\//\\//\\//�// INSTALLED NO NiORE THAN 1'-0" ABOVE GRADE(TYPICAL) \ // // // // // // //\//\//\// \//\//\//\//\ ct �ECTION B Scale:1/4".1'-O" w C� N � N 235 # FIBERGLASS ROOF SHINGLES 15# FELT 1/2" CDX PLYWOOD SHEATHING 2 X 10 RIDGE H ; EXISTING RIDGE CONTINUOUS RIDGE VENT 2 X 8 ROOF RAFTERS @ 16" O.G. EXISTING RIDGE TO REMAIN (V NEW(2)13/4'X 117,5" M.L. SIMPSON H3 FRAMING ANCHORS @ 16" O.C. UNDER EXISTING RIDGE 2 X 4 COLLAR TIES @ 48" O.C. HEIGHT OF RIDGE ABOVE GRADE 19.5' EXISTING ROOF HEIGHT OF RIDGE ABOVE GRADE 19.5' - - - - - - - - - - - - - - - - EXISTING ROOF RAFTERS RAFTERS TO BE - -- - - - - EXISTING ROOF RAFTERS R-19 INSULATION REMOVED R-30 BATT INSULATION NEW ROOF RAFTERS @ 16" 2 X 8 CEILING JOISTS @ 16" O.G. (3)13/4"X 11/8' M.L. (3)13/4'X 11%8' M.L. O.C. TIE INTO EXISTING ROOF 1 X 6 FASCIA BOARD NEW ROOF RAFTERS @ 16" (3)13/4'X 11%8' M.L. VENTED SOFFITS (CONTINUOUS) O.C. TIE INTO EXISTING ROOF GUTTERS � LEADERS TO GRADE (TYP.) (2)13/4'X 11'/8" M.L. o EXISTING ROOF\ 1/2" GYPSUM BOARD @CEILING (2)13/4"X 11'/8' M.L. m N m o PROP FIN FLR EL. 17.0' _ _ _ _ _ _ _ + RAFTERS TO BE_ _ _ _ _ '�� _ _ _ _ _ _ _ PLATE HOT. _ _ PROP_FIN FLR EL. 17.0' _ _ PLATE HOT. _ _ xo ,r, ^" "�" REMOVED n = i i SIDING TO MATCH EXISTING - i 15 # FELT EXISTING 'U EXTERIOR WALL I 1/2" GDX PLYWOOD SHEATHING EX E IOR WALL D w o o � 1E. \ >•J UA TO BE REMOVED i i v 2 X 4 STUDS @ 16" O.G. � p � � U •� � ' R-13 INSULATION `0 DINING ROOM NEW ENTRY LIVING RQOM BEDROOM HALL NEW BEDROQh'I 1/2" GYPSUM BOARD @WALLS w L, u cf) DOOR i ENTRY 0 o. mZZ - BEYOND ; (2) 2 X 4 TOP PLATE DOOR ' ' 00 4 �. FINISHED FLOORS 2 X 4 SOLE PLATE FINISHiED FLOORS , TO AL N TO AL N O N vE °J •,d �� 2 X 4 STUDS @ INTERIOR PARTIONS @ 16" O.C. (TYP.) �� w �; PROP FIN FLR EL.9.0' _ _ _ _ PROP FIN FLR EL. 9.0' _ _ _ - - - - - - - d Afyyyyyyyyy 5/8" MNCHOR BOLTS @ 4'-O" O.C. fi Z o Z 8" CAST-IN-PLACE CONCRETE FOUNDATION WALLco Z 2 X 8 ACQ LEDGER Z sd cv o w 8" X 16" CAST-IN-PLACE CONCRETE FOOTING o BOLTED TO HOUSE 00 ° EXIST FIN FLR EL. 6.0' _ _ _ a _ v- EXIST FIN FLR EL. 6.D' a '� WITH 5/ w :d - -- - - - -�- _ \ o Q J 4" SLAB ON GRADE -�- - - - - - - � �- - - � H 8'Ql BOLTS U1 Q J W a / \ CRAWL SPACE / \ 0 3 R-10 RIGID INSULATION 24"VERTICAL / \ CRAWL SPACE / \ @ 16" D.G. ;� a o Q / to � Z\ a O VAPOR BARRIER tn Z\ (STAGGERED) � 3 w I I I w GRADE EL. 3.0' I N w u O u GRADE EL.3.0' X I I a w O I o \,\//\\\\\j\��• ��jr\\/r\\/r\\ \,\\/�\\//�\r//\//� EXISTING BLOCK PIER I I \ \ \ \ T\ \ \ \,,\ \ \ \ \ 1 � \ \ \ \/\ EXISTING BLOCK PIER I i I � M N \l WITH CONC BLOCK ADDED ( I �• ° /r\ \\ \\� �,\\ \\j I WITH GONG BLOCK ADDED I r I �. 4 H TO ALIGN WITH NEW RASED �_=� �� \\ \�\ �r\\/\\ TO ALIGN WITH NEW RAISED c_._� ; /�'/ HEIGHT OF FOUNDATION '� � � /• \\//�\�// \��/ HEIGHT OF FOUNDATION OWNER/CONTRACTOR TO �f, ��/ii�//i�//�\' OWNER/CONTRACTOR TO 3i4 PLYWOOD SUBFLOORING U VERIFY EXISTING FOOTINGS 2 .X 8 FLOOR JOISTS @ 16" O.G. VERIFY EXISTING FOOTINGS cn ; AND SOIL CONDITIONS , AND SOIL CONDITIONS O�S_CoEie:CTION 'A' PRIOR TO COMMENCEMENT (2) 2 X 6 CCA SILL SECTION C PRIOR TD COMMENCEMENT 1/4"=1'-O" OF CONSTRUCTION. TERMITE SHIELD C Scale: 1/4" .1'-O" OF CONSTRUCTION. 2X 8 RIM JOIST (CONTINUOUS) R-30 1RbSULATION ,�EFtE ID q • vI �7� -1 DRAWN: JM/MS N * SCALE:AS NOTED ; JOB#: �F 022 39 0SHEET NUMBER: ; OFNE�� REVISIONS: all8„ 8, i I p•• DECK RAILING SHALL HAVE INTERMEDIATE RAILS OR FRONT SETBAG / ~ ORNAMENTAL CLOSURES p i w ' THAT DO NOT ALLOW >` io i I LINE �. PASSAGE OFA SPHERE 4" 4" THRU VENT I i � OR MORE IN DIAMETER 2 X 6 LEDGE< O '�1�� 1�� 2"V. �t I Ba.TE5 TO HOUSE l9 iil 2 12 2 2" " 2" I:2 2" -WITH 5/e' BOLTS @ 16" x . r' — — — — O.C. (STAGGERED) 2" 2„ 2" 1 1 �2,� 12" LJAV. LAV. � � � � V�1'.M. � .0 �.... � TLB � � � E-+ v a i I I 11-T i � 1st FLOOR L 1--J2" 2" 4" 4" 7 1 2.. W ,� N N 2 PROPOSED ENTRY DECK PLAN __- _ _ _ _ -- - ----- -- Scale: PROPOSED ENTRY DECK FOUNDATION PLAN 2" - - - - _ _ _ - -- -_- - _ _- _ - - -_-__ _ __--____ _ _- -- - _ _ __ - _ [tell � Q O Scale:1/4" =1'-0" Scale: — —_ _ _ — _ _ F.A.I. HOU5E TRAP cn G.O. TO SEPTIC SYSTEM . 4" X.H.C.I. DRAIN LIN o PLUMBING RISER DIAGRAM E o Q Q a I Q i 74"X 6' COMPOSITE DECKING I " 2 X 8 LEDGER pc 2 X 6 DJ BOLTED TO HOUSE '. @ 16" 0.C./' i WITH /8° BOLTS @ 16" ' O.G. (STAGGERED) Oct EA. D K 94 . I, Nva 6 X 6 AGO POST(TYR) Q 5 5G r 0 —+ x rA iJ a 12"0 P.G. FOOTING X 42" DEEP (TYP IN 11 LOCATIONS) � r: f• t' N d- (3) 2 X 10 ACQ HDR w 0 DECK RAILING SHALL HAVE m N o � INTERMEDIATE RAILS OR cf) ' a� v ORNAMENTAL CLOSURES w � THAT DO NOT ALLOW �x � c') o PASSAGE OF A SPHERE 4" p �- v � OR MORE IN DIAMETER w z � \ Dq IN RC U ; 2 Q y cv a� N N N — * a PROPOSED REAR DECK FOUNDATION PLAN PROPOSED REAR DEvK PLAN 022339 Q� 3 Scale: 1/4" =1'-O" Fp �O F N E\N cn w -- H WINDOW SCHEDULE U WINDOW TAG WINDOW SIZE WINDOW ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SQ. FT. GLASS U-VAL VENTILATION CLEAR OPENING REMARKS QUANTITY 0 U) W1 3'-15/8'X 4'-9%4 3'-2%8'X 4'-9%4' DOUBLE HUNG ANDERSEN 3046 10.80 0.32 5.93 5.92 6 W2 3'-15 1.X 3'-5' 3'-2%"X 3'-5' DOUBLE HUNG ANDERSEN 3032 7.20 0.32 3.52 3.99 /8 /4 8 /4 1 N 2'-10%'X4'- %W3 2-95/8'X 4'-9%4" 4" DOUBLE HUNG ANDERSEN 2846 9.50 0.32 5.25 5.24 4 DOOR SCHEDULE U DOOR TAG DOOR SIZE DOOR ROUGH OPENING DESCRIPTION MANUFACTURER MFG # SQ. FT. GLASS U-VAL CLEAR OPENING REMARKS QUANTITY " D1 3'-0"X 6'-8" EXTERIOR ENTRY DOOR 1 D2 2'-6"X 6'-8" 4 D3 3'-0"X 6'-8" 2 I` D4 PR. 2'-6"X 6'-8" 2 p. D5 PR. 2'-0"X ' D6 1'-6"X 6'-8" BI-FOLD 1 DRAWN: JM/MS p 07 T-1'U4"X 6-7/12" 8'-0"X 6'-8" FRENGHWOOD GLIDING PATIO ANDERSEN FWG8068 34.30 0.32 21.00 1 SCALE:AS NOTED ly' DOORS JOB#: D8 4'-2"X 6'-7/2' 4'-23/4"X<6-8" FRENCHWOOD STATIONARY DOOR ANDERSEN FWG4368S 17.1500 0.3200 N/A 4 I'.: SHEET NUMBER: D-9 3'-O"X 6'-8" EXTERIOR FLUSH DOOR 1 t•. -5 REVISIONS: NAILING NOTES NAILING SCHEDULE (EXPOSURE "B") 1. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" ON CENTER AT THE PANEL JOINT DESCRIPTION NUMBER OF NUMBER OF NAIL SPACING EDGE. IF WALL SHEATHING 15 NAILED 3" ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER COMMON NAILS BOX NAILS SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, ROOF FRAMING OR ALTERNATE CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. RAFTER TO TOP PLATE (TOE-NAILED) 3 - 8d 3 - 10d PER RAFTER 2. WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER CEILING JOIST TO TOP PLATE (TOE-NAILED) 3 -8d 3 - 1od PER JOIST OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1 - 16d PER FOOT. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED) 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED; CHECK RAFTER SLOPE: 3:12 (HEEL JOINT) 22 - 16d 22 - 40d IBC FOR ADDITIONAL REQUIREMENTS. 4:12 17- 16d 17- 40d 5:12 14 -16d 14 - 40d EACH LAP 4. ALL QUANTITIES ARE BASED ON 16" OC SPACING FOR RAFTERS, JOISTS AND STUDS. 7:12 10 - 16d 10 - 40d 9:12 AND GREATER 8 - 16d 8 - 40d 5. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING CEILING JOIST LAPS OVER PARTITION (PAGE-NAILED) 4 FEET ON EACH SIDE OF THE ROOF PEAK, THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT RAFTER SLOPE: 3:12 22 - 16d 22 - 40d REQUIREMENTS SHALL BE USED. 4:12 17 - 16d 17- 40d 5:12 14 -16d 14 - 406 EACH LAP 6. FOR WALL SHEATHING WITHIN 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT � 7:12 10 - 16d 10 - 40d REQUIREMENTS SHALL BE USED. 9:12 AND GREATER 8 - 16d 8 - 40d COLLAR TIE TO RAFTER (FACE-NAILED) p RAFTER SLOPE: 3:12 7 - 10d 7 - 12d p .. 4:12 6 - 10d 6 - 12d p'.::.. PER TIE p 5:12 4 - 10d 4 - 12d CC3 6:12 AND GREATER 4 - 10d 4 - 12d W N ct }, ROOF FRAMING ROOF FRAMING N SIMPSON C520 CONNECTOR SIMPSON CS20 l p' BLOCKING TO RAFTER (TOE-NAILED) 2 - 8d 2 10d EACH END DOUBLE TOP PLATE OR(2) H2 AT ROOF DOUBLE TOP PLATE CONNECTOR p� • •' ' - OR(2) H2 AT ROOF UO p .. RIM:BOARD TO RAFTER (END-NAILED) 2 - 16d 3 - 16d EACH END y z : ' ' WA LL FRAMING CRIPPLE STUDS CRIPPLE STUDS x; ° TOP PLATE TO TOP PLATE (F=ACE-NAILED) 2 -16d 2 - 16d PER FOOT R51MPSON ST 2215 CONNECTOR SIMPSON HEADER HEADER 0 MSTC28 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4 - 16d 5 - 16d JOINTS -EACH SIDE HEADER STUDS NOTE: HEADER STUDS CONNECTOR F� UPLIFT CONNECTION IS REQUIRED AT �1 STUD TO STUD (FACE-NAILED) 2 -16d 2 - 16d 24" O.G. ' EACH END OF HEADER AND AT BOTTOM OF HEADER STUDS IN ADDITION TO OVERFRAMING \ / 2'.X -4"WIDER THAN HEADER TO HEADER (FACE-NAILED) 16d 16d 16" OC ALONG EDGES 4'-0" MAX CONNECTORS AT WALL STUDS AND AT 4'-0"TO 12'-O" ROOF RAFTERS \ \ I '` / OVER FRAMING RAFTERS TOP AND BOTTOM OF CRIPPLES \ / TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2 - 16d 2 - 40d PER STUD I 7I TT IT- I FULL LENGTH FULL LENGTH \\ / 3/a°0 LAG BOLT @ WALL STUDS WALL STUDS / EACH ROOF RAFTER ' BOTTOM PLATE TO FLOOR JOIST, BANDJOIST, ENDJOIST OR 2 -16d 1'2 2 - 16d 1°2 PER FOOT I I I I uPL11 I I I SIMPSON L50 ANGLE I I rpI II IP50NT2215 CONNECTOR(FACE-NAILED) TI SIMPSON 9 EACH OVERFRAMING / �� UTER JjgQeN IR MSTC28 RAF / FLOOR FRAMING CONNECTOR 0 / MAIN ROOF JOIST TO SILL, TOP PLATE OR GIRDER (TOE-MAILED) 4 -8d 4 - 10d PER JOIST HEADER TIE DOWN DETAILS / /�•C // ROOF RAFTERS U • 3/8" =l'-O" BRIDGING TO JOIST (TOE-NAILED) 2 -8d 2 - 10d EACH END / Q� BLOCKING TO JOIST (TOE-NAILED) 2 - 8d 2 -10d EACH END ' FALSE VALLEY •''' EACH BLOCK CONTINUOUS RIDGE VENT CONNECTION DETAIL v BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3 - 1 G d 4 - lrod CONTINUOUS RIDGE VENT TRIPLE STUD SIMPSON 0520 @ 16"O.C. RIDGE TENSION STRAP 51MPASON C520 STRAP @ 16"O.C. LEDGER STRIP TO BEAM (F?,CE-NAILED) 3 - 16d 4 - 16d EACH JOIST / (8)8It, d NAILS EA. SIDE SIMP50N 0520 @ 15" O.C. WRAPPED AROUND DOUBLE 2 X 6 (2)16d COMMON �'0 (6)8d NAILS EACH SIDE NAILS @ 6" O.G. FOR RIDGE BEAM (SEE PLAN FOR SIZE) SILL PLATE FULL HEIGHT OF STUD JOIST ON LEDGER TO BEAM (TOE-NAILED) 3 - 8d 3 - 10d PER JOIST ROOF RAFTERS (SEE RAFTER(SEE PLAN PLAN FOR 51ZE) FOR SIZE) 2 /'>0 THRU-BOLTS (2)2 X 10 ROOF RAFTERS H BAND JOIST TO J0157 (END-NAILED) 3 - 16d 4 - 16d PER JOIST (8)8d NAILS ( )58 (2)2 X 10 SUPPORT (� SIMPSON L-80 FOR SKYLIGHTS BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2 - 16d 2 - 16d PER FOOT EACH SIDE OF RIDGE BEAM (SEE •• SIMPSON LU5210-2 HANGER EACH RAFTER PLAN FOR SIZE) (4)10d NAILS (2) 5/e"0ANCHOR BOLT SIMP50N "HD5A" 9 3 ROOF SHEATHING RIDGE DETAIL AT RIDGE TENSION NAILS EACH PLATE '-0" O.G. (MIN 7 •• /// (2) 2 X 10 SUPPORT EMBEDMENT) FOR SKYLIGHTS STRUCTURAL PANELS: PANEL INTERMEDIATE CATHEDRAL CEILING STRAP DETAIL 5/8'0THRU-BOLT SIMPSON LU5210-2 IN ACCORDANCE WITH 3.2.5.1. 2001 WWF HANGER EDGES SUPPORTS ALTERNATE IN LIEU OF COLLAR TIES / s FOUNDATION WALL / FLOOR INTERIOR ZONE 8d lad 4" 6" FRAMING DETAIL SKYLIGHT DETAIL . ' PERIMETER EDGE ZONE 5 8d lad 4, 4." (101, m o +, 51MP30N H2 A CIo •2 . GABLE ENDWALL RAKE WITH LOOKOUT BLOCK 8d 10d 4„ 4, 16 HURRICANE CLIP. SIMPSON "HD5A" w S O TRIPLE STUD O `-' o " � t Cut AC4 EACH SIDE p CEILING SHEATHING 0520 STIRAP SIMPSON HD5A p @ 16 or BOLTS p 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD � 1'-O" � 3"X 3"Xy4" ST. PLATE SIMPSON AB44 � U r , Q, GYPSUM WALLBOARD MIN 5 P0�5T BASE �'' SIMPSON H2 @ 16" O.G. /a"�THREADED ROD � p. WALL SHEATHING °' SECOND FLOOR 5/8',71 THREADED ROD � w � SHEARWALL HOLDDOWN p' STRUCTURAL PANELS/HARDBOARD PANEL INTERMEDIATE x' EDGES SUPPORTS RIDGE / TOP PLATE 4 X 4 POST CONNECTIONtDETAILS INTERIOR ZONE 6 8d lad roll roll CONNECTION DETAIL CANTILEVER DETAIL 6 6 SIMP50N H210 HANGER @ 16" (2)13/4 X 11/8' M.L. 4' EDGE ZONE 6 8d lad 2 X 6 WOOD CAP �» i. SIMPSON HD2A � bra 2 X 4 TOP RAIL y"0 LAG BOLTS @ 16"O.G. TRIPLE STUD F ' FIBERBOARD PANELS: 3 _ TRIPLE STUD (2)16d COMMON NAILS ~ 7/16" 6d 3" EDGE /6" FIELD U 4 X 4 WOOD P05T @ 48" @ 6" O.C. FOR FULL TRIPLE STUD U) 25/32" 8d 3 - 3" EDGE /6" FIELD 2 X 4 BOTTOM RAIL HEIGHT OF STUD (2)16d COMMON NAILS @ 5/g'0 THRU BOLTS 6" O.G. FOR FULL HEIGHT � GYPSUM WALLBOARD 5d COOLERS 5d COOLERS 7" EDGE /10" FIELD DECKING CANTILEVER HOLDOWN DETAIL OF STUD N SIMPSON H-3 HURI RCANE 51MPSON HD2A 7 5/8'0 TIHRU-BOLTS PARTICLE BOARD PANELS 8d 8d SEE MANUFACTURER CLIPS @ 16" O.C. y2'0 LAG BOLTS @ 16" HOLD DOWN P.T. DECK JOIST SIMPSON HD2AP� FLOOR SHEATHING: @ 16 O.C. SIMPSON H-3 HOLD DOWN U y2't11 THRU-BOLT DBL DECK JOIST HURRICANE CLIP @ 16" (8)8d NAILS @ 1"±O.G. O cn STRUCTURAL PANELS: 1'-O" AT P05T AC4 EACH SIDEU `� 1" OR LESS 8d 10d 6" EDGE /12" FIELDMA) SIMPSON U210 ACG EACH 510E 5 8'P1 BOLT X 24" LONG GREATER THAN 1" lad 16d 6" EDGE/6" FIELD HANGER @ 16' /a 71 BOLT X 24" LONG •: . , 4 X 4 POST SIMPSON 0520 a a _ PORCH/RAFTER/GIRDER STRAP @ 16" O.C. SIMPSON PB44 POST BASE CONNECTION DETAIL (8)8d NAILS @ 1"± O.C. o L . 4. ° .Ali. ° • • . z 10"X 10"X/2.. e• • ,�EFtE D q SASE PLAE LOAD PATH / FLOOR FIRST FLOOR FIRST FLOO `�' ,�Evw �� DRAWN: JMMs y SCALE:AS NOTED FRAMING DETAIL SHEARWALL HOLDDOWN SHEARWALL HO 7 �n JOB#: 3 "0 X 12" LONG ° .d 4 -0 t � N * SHEET NUMBER: P ORCH/DECK/JOIST A4NCHOR BOLTS FOOTING (TYP) ` CONNECTION DETAIL 9�1 X22339 0Q� FOOTING DETAIL OF NE�� A-6 : °