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HomeMy WebLinkAbout41843-Z ®OSU�F�t'�Cp� Town of Southold 8/2/2018 a P.O.Box 1179 C* 53095 Main Rd oy%o- �a�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39816 Date: 8/2/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4145 Wells Rd., Peconic SCTM#: 473889 Sec/Block/Lot: 86.-2-12.6 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/12/2017 pursuant to which Building Permit No. 41843 dated 7/27/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: one family dwelling with unfinished basement covered front entry, rear deck, unheated attic space and attachedag rage as applied for. The certificate is issued to Grimes,Charles W.&Brenda of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-17-0030 6/25/2018 ELECTRICAL CERTIFICATE NO. 41843 6/29/18, 8/1/18 PLUMBERS CERTIFICATION DATED 7/11/2018 r\ nJa s Hann A o d ignature sUf�oc TOWN OF SOUTHOLD BUILDING DEPARTMENT ca ca TOWN CLERK'S OFFICE oy . 04 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#: 41843 Date: 7/27/2017 Permission is hereby granted to: Grimes, Charles 3501 Bonita Bay Blvd Bonita Springs, FL 34134 To: construct single-family dwelling as applied for per SCHD, DEC & Trustee approvals. At premises located at: 4145 Wells Rd., Peconic SCTM # 473889 Sec/Block/Lot# 86.-2-12.6 Pursuant to application dated 7/12/2017 and approved by the Building Inspector. To expire on 1/26/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,477.20 CO -NEW DWELLING $50.00 Total: $2,527.20 Building I -tor Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 7-61 New Construction: Old or Pre-existing Building: X (check one) Location of Property: qM WAS Q09�6 TACO C House No. Street Hamlet Owner or Owners of Property: 6vtr� " S "r- Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ I 5-A. plicant Signature pF SO!/r�o� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �Q roger.richert(d-)town.southold.ny.us Southold,NY 11971-0959 olyC®UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Grimes Address: 4145 Wells Road city,Peconic st: New York zip: 11958 Building Permit#: 41843 Section: 86 Block: 2 Lot: 12.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: J. Boesch Electric License No: 55847-ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: 22KW Standby Generator with 200A Automatic Transfer Switch. Notes: Inspector Signature: Date: August 1, 2018 0-Cert Electrical Compliance Form(1).xls pF SOUr�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ® �Q roger.richert( -town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Grimes Address: 4145 Wells Road city,Peconic st: New York zip: 11958 Building Permit* 41843 Section: 86 Block: 2 Lot 12.6 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: J. Boesch Electric License No: 55847-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 91 Ceding Fixtures 26 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 12 Wall Fixtures 12 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt 3 Recessed Fixtures 72 CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency Fixture Time Clocks Disconnect 200A Switches 7$ Twist Lock Exit Fixtures �] TVSS Other Equipment' 5- Paddle Fans, 4- Bath Fans, 1- Electric Oven, 1- Gas Cook Top, 1- Range Hood, 6- Under Cabinet Lights, 3- Combination Smoke/ CO Detectors, 4- Combination GFCI Notes: /ARC Fault Circuit Breakers, 32-ARC Fault Circuit Breakers. Inspector Signature: Date: June 29, 2018 0-Cert Electrical Compliance Form.xls a G(f f J Town Hall Annex Telephone(631)765-1802 54375 Main Road I Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959Q' • �O -4 a BUILDING DEPARTMENT ,�U L 1 2018 TOWN OF SOUTHOLD BUMDINO DEff. TOWN OF SOUTROm C-ER-TI-FICATLO_N Date. ....2 Building Permit No. Owner: C,VNCA.t��� - - -(Please?print)- Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (PIumbers Signature)-� � • - Sworn to before me this ��'�'I'1 day o 20 YET dy' CONNIE D.BUNCH Notary Public,State of New York Notary Public, ,County No.01 BU61 SBD50 _ Qualified in Suffolk County Commission Expires April 14,2tQ'-0 14 4*412 UF SO(/lyolo N O i 0 m,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: o � KV OR.,& on DATE 414 INSPECTOR J �Of SOpT�, coUNi`1,�c� TOWN OF SOUTHOLD BUILDING DEPT. 768-1802 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: lei f A?Ajaid o � Zv ri bn/ rs DATE INSPECTOR SOF SOUly �o� olo cou to TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELEC RICAL (FINAL) , II If REMARKS: Drimp O � DATE INSPECTOR L4 OE SOOT H O 0 MV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 012Nq ANSPECTOR q:5 _ �o�aoF sooryolo , . courm,N�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC p ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECT ICAL (FINAL) REMARKS: (VA q �'� �✓ - VK DATE �-� �`� INSPECTOR pF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION CAO'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� (� INSPECTORS lrqsf 8 0o`o N O Y �yc0UNT1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA (FINAL) REMARKS: l © - I , ik./ 1% Jrire, 6/4- 6Wk—vv k t (e DATE g INSPECTOR OF SO(/T�°� # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 785-1802 77 ' 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE / INSPECTOR a0F so how o� * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL IVA [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT ON [ ] CAULKING REMARKS: la� (--�ofl, G4 Amw 9�tpcW8o---4al000 Cr4lk' �� �✓1. rA (� �nGw�✓ rw�vl-t'. DATE INSPECTOR OF SOUlyolo TOWN OF SOUTHOLD BUILDING DEPT. oou 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. l [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [,+ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -ok< DATE l �� INSPECTOR�7 3771 Nesconset Hwy d Glenn Hooper Suite 101A ��p ® isemt�®�I� BPI/Resnet Certified South Setauket, NY 11720 1pfp Office(631) 751-7925 _ Fax(631) 751-7902 Cell (631) 767-8828 Energy Efficient Construction Consulting www.energy-experts.net Certified Building Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic# 43455H I Nassau Lic# H18H0050000 Blower Door Test Certificate Permit#: House address: 4145 Wells Rd City: Peconic Zip: 11958 Conditioned Floor Area (ft2): 4212 CFA Volume (ft3): 39732 Maximum CFM50 @ 3 ACH= 1986 (3 x Volume/60) Test Result: CFM @ 50 Pa ACH23 S(CFM*60/V) 402.4.1.2 Testing.The Building or dwelling unit shall be tested and verified as having an air leakage rate no exceeding three air changes per hour Testing shall be conducted in accordance with ASTM E 779 or ASTM E 1827 and reported at a pressure of 0.2 inch w g.(50 Pascals).Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off; 6 Heating and cooling systems,if installed at the time of the test,shall be fully open. I certify that the above building leakage rates are accurate at the time of testing and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: Residential Energy Conservation Company Address: P.O. Box 1013 Smithtown NY 11787 Technician: Glenn Hooper RESNET Rater: ID 3191563 Technician Signature: Date: \\V/ J U L 1 1 2018 Page 1 BUILDIN a DEPT. 3771 Nesconset Hwy �5'f""anfld Energy Glenn Hooper Suite 101A qcopervelon BPIe(631t Certified South Setauket, NY 11720 9111 Office(631) 751-7925 91r, Fax(631) 751-7902 Cell (631) 767-8828 Energy Efficient Construction Consulting www.energy-experts.net Certified Budding Analyst I Certified Heating Analyst I Envelope Professional I Suffolk Lic# 43455H I Nassau Lic # H18H0050000 Duct Leakage Certificate Permit#: House address: 4145 Wells Rd city: Peconic zip: 11958 Conditioned Floor Area (ft2): 4.212 Duct tightness testing is not required for this residence as the air handler(s) and all ducts are located within the conditioned space Air Handler in conditioned space? Yes No X Check Test Method: ®Post-construction test/Total Leakage Rough-in test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage: (floor area x.04) = 168 CFM @ 25 Pa Test Result: 136 CFM @ 25 Pa House PASS El FAIL EI 3CFM/100 Sq Ft Company Name: Residential Energy Conservation Company Address: 3771 Nesconset Hwy,Suite 101A S.Setauket NY. I certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician: Glenn Hooper Technician Signature: Date: 3/19/2018 (,4� M WIDDrer D r= � JUL 1 1 2018 Pagel BUILDINGDEPT.PT. 1 1 • ' • _ COMMENTS MINES, trMiFOUNDATION(1ST) "Awl � �� �►moi' = _ . FOUNDATION(2ND) ROUGH FRAMING& ,� �� .• I t.1i. PLUMBING , J INSULATION STATE ENERGYCODE saw, rl _ TA �!'* .r 1 1 r AW ipi ON RK 10A 7ll TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check � �, j Septic Form N.Y.S.D.E.C.- Trustees C.O.Application Flood Permit Examined ,20 D Single&Separate t Truss Identification Form JUL 2 5. M8 Storm-Water Assessm6nt Form Contact: Approved 920 BLYELDING DEPT. a s h, Disapproved a/c T07,74 07- SC-,TTM, 0LD Phone: �s I—L` 7 v M0 Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date_��� J , 20 r8 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy, f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no'zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new,permit shall be required. APPLICATION IS HEREBY MADE to the,Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and.other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations of 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 'GIZc.��i ci 4r1 ' Name of owner of premises 0Z.nc an�1 C-l�url5 6 M•�S (As on the tax roll or latest deed) If applic t is a co oration, signature of duly authorized officer me and title of corporate officer) Builders icense No. Plumbers License No. Electricians License No. $ Other Trad'e's License-No.,,,. , 1. Location,of laiid,.'on which proposed work will be done: Qe-uYn CG House Number Street Hamlet County Tax Map No. 1000 Section Block o? Lot /�, Subdivision Filed Map No. Lot 2. State existing use and occupancy of prergises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work (check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Free &Idrpaili on filing this application) If dwelling, number of dwelling units ( Number o dwelling units V4 each floor If garage, number of cars N, If business, commercial or mixed occupancy, specify nature and extent of each type of use. Dimensions of existing structures, if any: Front C.:' "' Rear­:,, Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories N1. Dimensions of entire new construction: Front Rear Depth Height Number of Stories' . Size of lot: Front-------------- Rear Depth 110.E Date of Purchase Name of Former Owner 11 Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO g 13. Will lot be re-graded? YES NO V Will excess fill be removed.from premises? YES NO 14. Names of Owne premises Address Phone No. Name of Architect AddressPhone No Name of Contractor Address Phone No. 15 a. Is thisropertY within 100 feet of a tidal wetland or a freshwater'wetland? *YES IN P * IF YES, SOUTHOLD TOWN TRUSTEES'& D.E.C.'PERMIT7MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any.point on property is at 10 feet or below, must provide topographical data on survey. f 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 OFS&k j—U411!::) 1.10-2 n'h being duly sworn, deposes and says that-(s)he is the applicant (Name of'in dividual``signing contract)above named, (S)He is the ( C' I CAV) (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. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me this NO.01 DW6306900 +� day of l�, 20� QUALIFIED IN SUFFOLK COUNTY C ISSION E(Zli a6A XPIRES JUNE 30,2 Notary ubl'c Signature of Applicant :J, TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you!have or need the following,before applying? TOWN HALL "-v Board of Health SOUTHOLD, NY 11971 "' / 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 �, Survey SoutholdTown.NorthFork.net PERMIT NO. 41 N-3 Check Septic Form \ N.Y.S.D.E.C. Trustees V C.O.Application_1 Flood Permit —0 Examined ,20 \1 Single&Separate_i �.Storm-Water Assessment Form Contact: Approved ,20-0 �(�4 Disapproved a/c b Seo. 6 v� N/i�lC Phone: C31 -431-490f Ex iration 20 D D ' ding Inspect ' [Ea - - JUL 12 2817 APPLICATION FOR BUILDING PERMIT BMDING DEPT. Date -7- 102 , 20 l 7 TOWN OF SOUTHOLD INSTRUCTIONS ' a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises dor public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit.! d. Upon approval of this application,ithe Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. j e.No building shall be occupied or used in whole or in part for any purpose what so ever until the-Building Inspector' issues a Certificate of Occupancy. f f. Every building permit shall expire if the work authorized has not commenced within 12 months-af er the date of issuance or has not been completed within 18�months from such date.If no zoning amendments or other regdlations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter,a new permif shall be requited. j 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 bounty,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) I State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder e w itecL d oK Name of owner of premises � A r IfS (As on the tax roll or latest deed) If applicant is a corporation;' sigilature;of duly authorized officer (Name and title"ofrcorpora ` ffcer) 745 Builders License•No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work it be done: -�I e House Number Street g Hamlet County Tax Map No. 1000 Section Block oZ Lot �! 6 i i 4 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 'V GL C a V1 r I b. Intended use and occupancy -f aVW q. G(w e 3. Nature of work(check which applicable): New Building Addition Alteration ---� Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy, specify nature and extent oeach type of use. 7. DimensioNof ng structures, if any: Front Rear 1 Depth Height Number of Stories :r r',-% Elf Dimensioe structure with alterations or additions: Front 6� 3 � Rear ) %� Depth Height Numb r of StorieE�_I _` I„ 'I gv-s i i Jud.. 8. Dimensions of entiren w construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth I 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premi es are situated 12. Doesro osed construction violate anoning law, ordinance or regulation? YES NO p P 13. Will lot be re-graded? YES NO 'll excess fill be removed from premises? YES NO I 14. Names of Owner of premises Address Phone No. Name of Architect ddress Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO� * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to poperty lines. i 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. I 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. i I STATE OF NEW YORK) SS: COUNTY OF ) ktr�(� �� ✓��� G• being duly sworn, deposes and says t8g, Qe is the applicant (Name of individual signing contract)above named, Nota PublicE D. BUNCH Notary ,State of New York No.o1BU8185050 (S)He is the (�6 4v!1 G Ol/� /� Qualified in Q..n- -C®un"i• (Contractor,Agent, Corporate Officer, etc.) mmisslon Expires April 14,2O1 U 1 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. �worn to before me th' �-- day of 20—n. Notary Public Signature of pplicant I 1 Michael J. Domino, President �otipSUEFD(��OG� Town Hall Annex John M. Bredemeyer, III, Vice-President 54375 Route 25 Charles J. Sanders y ? P.O. Box 1179 Glenn Goldsmith oy ® �� Southold, NY 11971 A. Nicholas Krupski �o( , dao Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD January 18, 2017 Charles & Brenda Grimes 3501 Bonita Bay Blvd. Bonita Springs, FL 34135 RE: 4145 WELLS ROAD, PECONIC SCTM# 1000-86-2-12.6 Dear Mr. and Mrs. Grimes: The following action was taken at the Southold Town Board of Trustees regular meeting held on Wednesday, January 18, 2017: RESOLVED, that the Southold Town Board of Trustees APPROVE the request for a Transfer of Wetland Permit#8805 from E.G. Stein Family Trust c/o David Edelstein & Libby Goldstein to Charles and Brenda Grimes, as issued on May 18, 2016. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not a determination from any other agency. If you have any questions, please contact our office at (631) 765-1892. Sincerely, )I� . Michael J. Domino, President Board of Trustees MJ D/dd .t sf SOF Sol/p Michael J.Domino,President ®� y®�o Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders Southold,New York 11971 Glenn Goldsmith �O Telephone(631) 765-1892 A.Nicholas Krupski l�'co Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD April 19, 2017 Charles & Brenda Grimes 3501 Bonita Bay Blvd. Bonita Springs, FL 34134 RE: 4145 WELLS ROAD, PECONIC SCTM# 1000-86-2-12.6 Dear Mr. and Mrs. Grimes: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, April 19, 2017: WHEREAS, CHARLES and BRENDA GRIMES applied to the Southold Town Trustees for an Amendment to Wetland Permit#8805 under the provisions of Chapter 275 of the Southold Town Code, the Wetland Ordinance of the Town of Southold, application dated March 1, 2017, and, WHEREAS, said application was referred to the Southold Town Conservation Advisory Council and to the Local Waterfront Revitalization Program Coordinator for their findings and recommendations, and, WHEREAS, the LWRP Coordinator issued a recommendation that the application be found to be Consistent with the Local Waterfront Revitalization Program policy standards, and, WHEREAS, the structure complies with the standards set forth in Chapter 275 of the Southold Town Code, WHEREAS, the Board has determined that the project as proposed will not affect the health, safety and general welfare of the people of the town, 2 1� NOW THEREFORE BE IT RESOLVED, that the Southold Town Board of Trustees APPROVE the Amendment to Wetland Permit#8805, to modify the size of the proposed dwelling to be a 62'6"x45' (2,812sq.ft.) two-story dwelling with attached 28'x32' (896sq.ft.) garage; and a 15'x25' (375sq.ft.) deck attached to the seaward side of dwelling; and as depicted on the survey prepared by Peconic Surveyors, P.C., dated March 28, 2017, and stamped approved on April 19, 2017. Fees must be paid, if applicable, and permit issued within six months of the date of this notification. Inspections are required at a fee of$50.00 per inspection. (See attached schedule.) Fees: None This is not a determination from any other agency. Sincerely, P Michael J. Domino, President Board of Trustees MJD:dd ot _Gn�1`1 > h WIN I BOARD OF SOUTHOLD TOWN TRUSTEES SOUTHOLD,NEW YORK PERMIT NO. 8805 DATE: MAY 18, 2016 ISSUED TO: E.G. STEIN FAMILY TRUST c/o DAVID EDELSTEIN & LIBBY GOLDSTEIN .............. PROPERTY ADDRESS: 4145 WELLS ROAD, PECONIC SCTM# 1000-86-2-12.6 AUTHORIZATION Pursuant to the provisions of Chapter 275 of the Town Code of the Town of Southold and in accordance with the Resolution of the Board of Trustees adopted at the meeting held on May 18, 2016, and in consideration of application fee in the sum of$250.00 paid by E.G. Stein Family Trust c/o David Edelstein& Libby Goldstein and subject to the Terms and Conditions as stated in the Resolution, the Southold town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 37'x501 (1,850sq.ft.) two-story dwelling with a 2_4'x24'(576sq.ft.) attached garage-and A 12'i62'(895iq.ft.) attached deck; install a septic system on landward side of dwelllng;'coinn6ct to public water; install a 1,890sq.ft. gravel driveway; and install a system of,drywells,to contain stormwater runoff; with the condition to establish and,perpetually maintain a 3'01 wide non-turf buffer along the landward edge of wetlands with a 41 wide access path through same for shoreline access; any activity.to remove invasive species in said buffer area will require the issuance of a permit; and as depicted on the survey prepared by Peconic Surveyors, P.C., last dated June 9, 2016, and stamped approved on July 8, 2016. 1 IN WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed, and these presents to be subscribed by a majority of the said Board f this date) L t Michael J.Domino,President O�*riF SQ�jyOl Town Hall Annex John M.Bredemeyer III,Vice-President O 54375 Route 25 P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 CA A.Nicholas Krupski Q yp Telephone(631) 765-1892 j Greg WilliamsFax(631) 765-6641 j COUNTY,� r fBOARD OF TOWN TRUSTEES i TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE I # 1494C Date: July 30,2018 THIS CERTIFIES that the construction of a 62'6"x45' (2 812sq.ft.)two-story dwelling with attached 28'x32' (896sq.ft. garage; and a 15'x25'(375sq.ft.)deck attached to the seaward side of dwelling; install a septic system on landward side of dwelling; connect to public water; install a 1,890sq.ft. gravel driveway; and install a system of dr ells to contain stormwater runoff;with the condition to establish and perpetually maintain a 30' wide non-turf buffer along the landward edge of wetlands with a 4' wide access path through same for shoreline access; any activity to remove invasive fspecies in said buffer area will require the issuance of a permit; At 4145 Wells Road,Peconic I Suffolk County Tax Map#1000-86-2-12.6 ` Conforms to the application for a Trustees Permit heretofore filed in this I office Dated April 8, 2016, pursuant to which Trustees Wetland Permit#8805 r Dated May 18,2016,was issued and Amended on April 19, 2017 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which I this certificate is being issued is for I construction of a 62'6"x45' (2,812sq.ft.)two-story dwelling with attached 28'x32' (896sq.ft.) garage, and a 15'x25' (375sq.ft.)deck attached to the seaward side of dwelling; install a septic system on landward side of dwelling; connect to public water; install a 1,890sq.ft. gravel driveway; and install a system of drywells to contain stormwater runoff;with the condition to establish and perpetually maintain a 30' wide non-turf buffer along the landward edge of wetlands with a 4' wide access path through same for shoreline access; any activity to remove invasive species in said buffer area will require the issuance of a permit. The certificate is issued to Charles&Brenda Grimes owners of the aforesaidro er P P tY• i Authorized Signature Y� �F STown Hall Annex Michael J.Domino,President �o�� y�lO John M.Bredemeyer III,Vice-President 54375 Route 25 .IL P.O.Box 1179 Glenn Goldsmith T Southold,New York 11971 A.Nicholas Krupski �pQ Telephone(631) 765-1892 Fax(631) 765-6641. DCou AL 302018 BOARD OF TOWN TRUSTEES BUILDING DEPT. TOWN OF SOUTHOLD TOY71V Q7'SKA .H OLD CERTIFICATE OF COMPLIANCE # 1493C Date: July 30, 2018 THIS CERTIFIES that the as-built residential horticultural irrigation system installed landward of the 30' non-turf buffer area; At 4145 Wells Road, Peconic Suffolk County Tax Map#1000-86-2-12.6 Conforms to the application for a Trustees Permit heretofore filed in this office Dated May 29, 2018 pursuant to which Trustees Administrative Permit#9269A 'Dated July 18, 2018,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 as-built residential horticultural irrigation� system_installed landward of the 30' non-turf buffer area; The certificate is issued to Charles &Brenda Grimes owners of the aforesaid property. Authoriz6d Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov NOTICE OF CHANGE IN PERMIT NUMBER June 27, 2017 Brenda Grimes 3501 Bonita Bay Blvd. Bonita Springs, FL 34134 RE: 4145 Wells Rd. Southold, NY 11971 New Permit#: 1-4738-03144/00002 Old Permit#: 1-4738-04463/00001 Dear Permitee: It has come to the attention of this Department that the referenced facility previously existed in our database because permit# 1-4738-03144/00001 was issued in 2003 for a catwalk. Thus the permit number has been changed as noted above. Please refer to this new number in all future correspondence regarding this permit. If you have any questions, please call me at (631) 451-0907. VerX truly yours, au. Sherri Aicher r Environmental Analyst Enclosure )` NUM" Department of dt lrm �_� IN)4111ttlrY Environmental 1 Conservation Ash NEW YO1,1K STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04463 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: CHARLES W GRIMES ��-`-f'' GRIMES PROPERTY: 3501 BONITA BAY BLVfDr 4145 WE °,' 1000-86-2-12.6 Jnr• BONITA SPRINGS;.FL 34134 - SOUTHOLD,NY 11971 -=; m%-`-r BRENDA GRIMES 3501 BONI)A BAY BLVD BONITA.SPRINGS, FL 34134 Al z� Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: NYTM-N: y; 's Latitude: Longitude: Authorized Activity: Construct a two-story single family dwelling, deck, attached garage, and pervious driveway =Install sanitary system. Establish 30'buffer area along westland bounda All work musUbe ;:. a done in strict acc�.:�-... �.�.- . . . :��::,�:�_m�.�-� �� �:: :w. _ r. ordance with the attached plans stamped "NOSVD Approved"Yon April 13,2017. tom: Per t?Authorizations Tidal Wetlands-Under Article 25 Permit ID 1-4738-04463/00001 New Permit Effective Date: 4/13/2017 Expiration Date: 4/13/2022 r. ..1. ....�.. .-� _�.._syn.w .... . ...+I`_..iT:.i r`;,'.}'.•.... :�Yk'�:u�'Sr��.`.Y'�i.a-'�w:���4.+:L�'�5�.'r�F...i ti,I... .......✓`� -. �, e.. ...•. NYSDEC Approval p ~ iT By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: GEORGE W HAMMARTH, Deputy Regional Permit Administrator Address: / NYSDEC Region 1 Headquarters `�/ SUNY @ Stony BrookJ50 Circle Stony Brook,NY 117790 -3409'Z"" ± ' Authorized Signature: '-��% Jar? Date Page 1 of 6 ®.i NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04463 Distribution List Marine Habitat Protection SHERRI L AICHER �:Perrliit�Comp�onents, NATURAL RESOURCE PERMIT CONDITIONS ' y ,. Ft d Yb'1 •'•}��Y GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS `51, VA NOTIFIC.A, "TION OF OTHER PERMITTEE OBLIGATIONS ��<;: k `vis NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS �v1a 1. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and�;,',contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and�understand'alltermsand conditions ofthis-permifVWitlii"ri$3'Orday's of completion of project, the bottom_ .portiotmof;the form must also be signed and returned, along with photoF hsyof, the completed,0orlc. •.�,�.,'�`- �;.,�;�:_ .:�::-rte: r 2. Conformance With Plans All activities authofizedabyrthis permit must�hbb`fii strict conformance ; with the approved plans submitted by the applicant or apple ac nt's agent as part of the permit application. Suckapproved plans were prepared by John T. Metzger last revised March 28, 2017 and stamped ` "NYSDEC Approved" on April 13, 2017. ' 3. PostTermit Sign The permit sign enclosed with this permit shall be posted in a conspicuous fl locatiori'on'the-worksite�and4ade�quatelyiprotected=from*-theweather:` f, ':'-..-._ ..'...:s.�, _"Fi.''+".-ti.��R;(Y,+.=»'n>. :-?..�,:Si?.Y�.'p:-.f.:ice'{•.`G°�,�,`i'v'Y•:��';^'_'c%`�;:^.'•'.•'.� _. _ '.._:.•.t .:rrikC•�,L_:f_-` 4. Concrete Leachate During construction, no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State, nor shall washings from ready-mixed-,concrete trucks, mixers,`or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. 5. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal:, No debris is permitted in wetlands and/or protected buffer areas. 6. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 7. Storage of Equipment,Materials The storage of constriction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. Page 2 of 6 Ah Oboe NFW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION lqw Facility DEC ID 1-4738-04463 8. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 9. Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. The_rA.,shalFU i di"s MB" ce=to-,the..natural vegetation or topography within an area extending 30 linear'feet landward of the tidal wetland boundary. -N— Y 10. Straw Bales or. her at Tidal Wetland A row of staked straw bales or approvable erosion control devices sha"'be placed at the landward edge of the buffer area or 50 linear feebfrom the tidal wetland boundazy;or as per the NYSDEC-approved plan,prior to commencement of any-regulated activities and. ain in place and in good, Rinctional condition until the project is completed,and all disturbed arras are stabilized with vegetation. % i1. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimu' of 75 r- linear feet landward of the tidal wetland boundary for immediate on-site recharge. as YA 12. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 13. Sax�itaxyz�Sy5tems�abo.y-e G oundwate unitary syste�n�(b, ottorn of tank_and:�leaching pooIs)zshalI be located a minimum of 2 feet above seasonal high groundwater. 14. Contain Exposed, Stockpiled Soils�"L,disturbed areas where soil will be temporarily exposed or �;.., Jr stool piled for longer than 48 hours shall be contained_by a continuous line ofstaleed haybales/silt curtains (or other NYSDEC approved devices)placed on ffie0seaward=sii3e%'t een the fill and the E wetland or protected buffer area. Tarps are authorized to supplement these approved methods. r r' 15. State May Order Removal or Alteration of Work If future operations by the State of New Y6rk requir0an alteration in the position of the structure or work herein authorized, or if, in the opinion,.of the Departinentaof Environmental,Conservation_it shall,cause;unr�easonablemobstructio ,to:the^.freeLnav gation of said waters or flood flows or endanger the health, safety or welfare of the people of the State or cause loss or destnict or vof tlieiiatiiial ie'§oi 7 Y`s'�'.:` ''� "`� '` ��' 4 •s :L sources of the`Sfate,'"the owner maybe ordered by the Department to remove or Aer the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon tY&expiration or revocation of this permit, the structure, fill, excavation, or other modification of the.watercourse hereby authorized shall not be completed, the owners, shall, without expense to the State'and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted stricture or fill and restore to its former condition the navigable and flood capacity of the.watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 16. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted stricture or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 AM N,EW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION gamma® Facility DEC ID 1-4738-04463 17. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings,paints, concrete, leachate or any other environmentally deleterious materials associated with the project. 18. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation°or`improvemerit�ofauigation, or for other purposes, and no claim or right to compensation4,_shallf accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: rt r: 1. Facilityr Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Env�.i_ronmental Conservation(the Department)to determine whether the permittee is complying'with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). S� Thgy'permittee shall provide a person to accompany the Department's representative.during an inspection to the permit-area wl en requested+by the'D t-rtinent A copy of ithig"'ermit, including all referenced maps, drawings and special conditions ,musf%b available for inspection by the Department at all times at`tlie project site or facility. Failurerto produce a copy of the permit upon request by a Department representative-isnazviolation_ofrthis"permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. .,.a...';.t:.?....,. .•. .:..:'t..t•.>.,, ..::?.^.,�.R.:: ,...e.....u.,�a':�''i."``. :"...°�:.F''a::«'3f.3a.3;.;.,...:r�.:a..-n...._.w,�.+%:.......c,.,....e..,a'.,, „ :r. 3. Applications For=Permit-!Renewals;7Modificationsyori,Transfers�=�The=permittee must submit a separate written application to the Department for permit renewal, modification or transfer of`this permit. Suchapplicationmust include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification-or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd_ Stony Brook, NY 11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04463 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope ofthe-project as described in the permit application; d. newly discoveed material information or a material change in environmeriiaL;_conditions,relevant technologyvor applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner�ryany proyisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. , Cj. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or anothdr' permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. =3 r OTIFICAT�ION--OOT=�H��I�=-PERMfI�T�T?EE-=OBL�IGA�=IONS � rrr^-Tz�''� Itenf A Permittee Accepts Legal Res ponsibili.—rand Agrees to Indemnification f'? Thepermittee, excepting state or federal agencies, expressly-�agr,,ees towin'deiiinify and hold harmless the f, Department of Environmental Conservation of the State of New York, its representatives, employeesy, and§gents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the perm',tee's acts or omissions in connection with the permittee's undertaking of activities in connection with, of operation and maintenance of,the facility or facilities authorized by the permit whether in=" compliance or':not:in:,compliance-,withdthe-terms_and-cozlditions.ofthe;:permit:,This>indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentionallacts�or omis ions,or to any cla ms, suits,or actions naming tfie DEC and arising under Article 78 ofAhe New York Civil Practice Laws and Rules or any citizen suit or civil rights p"rovision under federal or state laws. Item B: Permittee'§Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04463 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. .�'A T { A�tX� �1Y�:`.�:T,v""rr�z"�::x.::�?'�i��....,,.,.a_�......::.,.`_�. .:t. .._.,..v_._ ;:.e._��, :��:5;'rr:4:i�.��::,.,.a'�".'.'":g>its";,�:""'�.-.,..y".r"r�...`.zN�:•:,L,;;.z:='�'.:??`�',r'.'�,�1A Page m J�,��•'M':r`:.ti�°.�'ig�'i+.��'.'s�:"y".,*t e. t�,..+'LS�?��.,� dij kR tfY� ,t w'M1 tyr �t �1} :'•yi jj' -d .:'::�k'..�«.:•'�`;:..*.•:r'L�:.Y,:3�.... .. ,. •. .. '. _,. :'x�; ..,..," .-„=..:.a.t.-.:�v:s,:-:s�".,it'.�.":rsK.i:,"�.:::-���S1f'.{,'£ 7,x`.iv?;�`�`E...,,'..i-:'::'r':::i.Y.;.;k:'0'; P,y:�``:e:'.=..»,.,,.:-Y"i,�r r -` :f'",-, _ .-. •� _v. ...-.. 'F':.. iN_rX.*S:t:J?�F ?,^'u:3rli?."�Yi;M,.., d..�:.7'0S.•,. ___a� 'i Page 6 of 6 L�ott4 A_ RussellSurFQ SIF O IRLA WAS` IEIE, SUPERVISOR MA NAGIEMI]ENT SOU BOIDTOWN13ALL-P-O.Box 1179 p 53095 Main Road-SOU. MOLD,NEW YORK 11971 .,, Town of Southold Jam� - 15 0 1��y C��P�['� 236 - STOMVnYATEP MANA.GEMFNT WOJX SMFT J U L 17 2017 (TO BE COMPLETED BY THE APPLICANT) (CHEQ{ ALL THAT APPLY) Yes No - ❑ A_ CIearing, grubbing, grading or stripping of land which affects more _ than 5,000 square feet of ground surface_ ; ❑ B_ Excavation or filling involving more than 200 cubic yards of material _ �vithirl any parcel or any contiguous area El C_ Site preparation on slopes which exceed 10 feet vertical rise to .100 feet of horizontal distance- OF] D_ Site preparation within 100 feet of wetlands„ beach, bluff or coastal erosion hazard area_ _ .El❑ E_ Site preparation within the one-hundred-year floodplain as depicted on-_FIRM-Map of any Waterco-urse.. 1�41E] 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_ E answered No to all of the questions above, STOP! Complete the Applicant section below with your Name, ure, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project.answered YEs to one or more of the above, please submit Two copies of a Stormwater Management ControlPlan completed Cbeck List Form to the Building DepartmenL 4th_your Building Permit Application_ S.C_T1V]_ 1000 Ewe: APPLICANT- (Property Owner,Design Professional,Ageni,Contractor,Other) - - District // '���j�� NnM1 7� 06 � b P �a� ��, Section Block Lot ;;�k o S��-�o v J A., e h�e�STQc `�' ( � ) 1� �®� I'Otl l:L11L�I�� JL�!iF_r�-►=�"f t.�L:> ;�-, - comact Wormanors r.�. . . . Reviewed By: - - - - - - - — - — - - - — - - Date -7-1.2- - 1 -7 Property Address / Location of Construction Work- — — — — — — — — — — — — — — — — — S1 A y-e �' ` ❑ Approved for proce�s,ng Buddi00111 f l Pert N VV J Stormw3ter Management Contra!Plan Noi Reglnred t � ! Ste;m;�aier P✓fanage :e..: Ccr,t,cl P: :.� ✓ E r� �, L, no r„ (fie~V ,), FORM - SMCP TOS M/\Y 201,1 APPI_I(:ANT y� 'Prnprrrp .�rT Owner, Design Proirssionsl,Agent,Conrrsetor,Other) S.C.S'C.T,M. �' 1��� 5� CHAPTER 236 � ' k 1Z Z I !a•& �Q k �t ._Stormwater Management control Plan CHECK LIST NAME �"G.Vt Seclion Block Lot '� w.. �. S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application, Date: >{c The applicant must provide a Complete Explanation and/or Reason for not providing ' • � nrpmn, 'uni4nn �a-�7 4, all Information that has been Required by ttlie following Checklist! 1 A ;rle Plar) drawn Io scale Not Less that 60' to the Inch MUST If You answered No or NA to any Itm, Please Provide ,Justlfication Here! show all of the followingYES NA �(terns) NO If you need additional room for expl nations, Please'Provlde additional Papel'. a -Locahon & Description of-Property Boundaries b_Total Site Acreage. c 1,xlst)ng - Natural & Man Made Features within 500 _ of the Site Boundary as required by §236-17(C)(2). Sha d Tebl Hole Data Indicating Soil Characterlstics& Depth to Ground Water, A e. Llml(S of Clearing & Area of Proposed Land Disturbance, arked Sift Eep tLo-m ' f Existing & Proposed Contours of the Site (Minimum 2'Intervals) S g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage Improvements & utilitles, l) Spot Grades & Finish Floor Elevations for all existing & proposed structures, I Location of proposed Swimming Pool and discharge ring. O Ery Location of proposed Sol] Stockpile Areas, G DEPT. k Location of proposed Construction Entrance/Staging Area W, TOWN OF SOUTHULU I Location of proposed concrete washout area(s), M Location)of all proposed erosion&sediment control measures, 5E - -5r- befure �. Sto•mwater Management Control Plan must Include Calculations showing TeEq1rTg—JL Z)-.L 5L) Iha) the tilos mwater improvements are sized to capture,store,and Infiltrate n)•Nile the run-orr f i om all impervious surfaces generated by a two(21 inch that Me drainage nas Been InItalled to Code. rainfall /dorm event Sectional Drawings for slormwater practices are required for approval, items requiring details shall include but not be limited to: a Err)slon & Sedu-nent Controls,_ b Construction Entrance & Site Access. c. Inlet Drainage Structures (e.g, catch basins, trench drains,etc.) d Leaching Structures (e.g, Infiltration basins,swales, etc.) t)It I.;?Vl';ii\I';t'•;IZ.I rf„� �;��I� , . . . . .....,,'.,�var�, „ - - ...._�,....... ::::::.:: :::::::.-s::-.�.::;.:::::-;: :•., r,,.......�c:.-r::.. , ,. , , ,.. .)SE ONLY l y A'ddttlonal Information is Required. �d+ Reviewed & l Approved By — _ Stormwater Managemel-t Control Plan is Not Complete, � Stormwater Manageme' t Control Plan 1s Complete, �' � , I Date. I SMCP has been approved by the Engineering Department, Town Hall Annex 1 Telephone(631)765-1802 54375 Main RoadQ P.O.Box 1179 G Q roaer.richertCt4wn sou 515. nv.us Southold,NY 11971-0959 BUMDING DEPAR'TZbff.NT TOWN OF SOUTHOLD - t APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: R '� � C�)s 7-X--P— Date: /0/16// i Company Name: Name: License No.: Address: C-nVt _. I Y,-07 1' Phone No.: JOBSITE INFORMATION: (*Indicates required information *Name: *Address: *Cross Street: \`r1 C"`" - q-%(L *Phone No_: ' 0� - --Q - x-11\ i Permit No.: Tax-Map District: 1000 Section: Block: Lot *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is jots ready for inspection: AE / NO Rough in Final *Do-you need a Temp Certificate: / NO Temp Informatio needed) *Service Size: 1 hase 3Phase100 150 200 300 350 400 Other . *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION Co1\9 rrvc-r1ovx1 82=Requ for l lion Form l S Ofr 30�jy Town Hall Annex It Telephone(631)765-1802 ` 54375 Main RoadN (631)765- 5Q2 P.O.Box 1179 G, Q ger.richert(CUtO !Ostl own .so ! Southold,NY 11971-0959Qum i BUILDING DEPARTMENT TOWN OF SOUTHOLD i APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. Date; Company Name: L Name: License No.: Address: C /1 i Phone No.: y gyO JOBSITE INFORMATION: (*Indicates required information) *Name; *Address: *Cross Street: *Phone No.: -- E Permit No.: Tax-Map District: 1000 Section: Block: Lot: E *BRIEF DESCRIPTION OF WORK (Please Print Clearly) �l9 - I (Please Circle All That Apply) Is job ready for inspection: YES/ NO Rough in Final *Do you need a Temp Certificate: YES NO I Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead E Additional Information: PAYMENT DUE WITH APPLICATION i 82-Request for Inspection Form BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Fm� Town Hall Annex - 54375 Main Road - P Box 1179' i3 �► Southold, New York 11971-099, D Telephone (631) 765-1802 - FAX(631) 765-96M- 2 0 2018 roger.r! i�town.southold.ny,us APPLICATION FOR ELECTRICAL INSPECTION 'OWN OF° SOU'`OLID REQUESTED BY: �, �5�� Date: Company Name: ecli'c, Name: SJs�,1n Z&-SO. License No.: SS1`i rl email: 5 s �(e��t t GM I L Cowl Address: �'d Ccc� u„ �c• �11 � N It1lU Phone No.: 3l- �- 30 JOB SITE INFORMATION: (All Information Required) ,- Name: Address: 41 q5 We- is � z 15 Cross Street: ,r RD. Phone No.: BIdg.Permit#: y l�y 3 _ email: �",�•c�� Elect���CC�,+��• Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Final job'ob ready for inspection?: YES !CNO> Rough In Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) ; Service Size .1�Ph) 3 Ph Size: a00 A #Meters Old Meter# v _ Reconnected -Undergrotincl Overhead New Service - Fire Reconnect- Flood Reconnect Service #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 09 82- /off 3� C� �1 Q BUILDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD " Mrn Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 roger.richerta town.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: - - Date- - - Company Name: c_ T Name: License No.: �j K�{�-,N email: sck&4 r�A-2M.,l. C'n&1 Address: Ude cl,,,, _ nll(`7lG Phone No.: JOB SITE INFORMATION: (All Information Required) Name: r�CnL5 Address: SIH Q�� Q 11 q66 Cross Street: Phone No.: a3c Bldg.Permit gry 3 email: Tax Map District: 1000 Section: 8(0 Block:` CZ Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 6UN1 nrb1 r :m4cr Circle Alf That Apply: Is job ready for inspection?: ES / NO Rough In Final Do you need a Temp Certificate?: YES /(O Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: A # Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected - Underground - Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs V a Town Hall Annex �' Y Telephone(631)765-1802 54375 Main Road ":> a Fax(631)765-9502 F-O.Box 1179 # ..Southold, NY 11971-0959 BUILDING DEP ARTME• T NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION. PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Owner: _ }��' •� Br3C7 ► At✓ns Location of Property: __.._ V �'-- - Please take notice that the (check applicable line); New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) 14-2( , LvL ' ISA gA LI X0015 _ Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) 4 ®/ Roof framing (R) Floor and roof fra t'ng (FR) Signature: Name (person submi ting this form). ,(� ,i_ ' - VAS Capacity (check applicable line): Owner }} Owner representative � P64 t T iFc T iruSsReg15 dcc), Effective 1/1/2015 p� SOl/j�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ®� COUN�9� BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Charles & Brenda Grimes 3501 Bonita Bay Boulevard Bonita Springs, Florida 34134 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 41.45 Wells Road, Southold, New York TAX MAP NUMBER: 1000-86-2-12.6 Pursuant to Sections 275-5, 144-12, & 236 of the Town of Southold, New York, you are hereby notified to immediately suspend all construction until this order has been rescinded. BASIS OF STOP WORK ORDER: Land clearing has not been approved by Trustees and Town Engineer CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When Trustees, Town Engineer and Building have issued approvals for all changes. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: August 24, 2017 Z4 A��� — Peter Doherty Code Enforcement IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. NORTH STAR TITLE AGENCY, INC. As Agent for WFG National Title Insurance Company P.O. Box 2423 Aquebogue, New York 11931 VARIANCE SEARCH TITLE NO.: NST-17-0495-SS STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says: That she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That under her direction, title was examined to the parcels of land described on the annexed Schedule and labeled Parcels A, B, C, D and E That said examination, dated December 7, 2016 discloses a chain of Title to determine if any contiguous property was owned by an owner of property involved since the date of any previously applicable Zoning Ordinance as of July 1, 1983. And, that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. The Liability hereunder is limited to (Twenty-Five Thousand Dollars) $25,000.00 for any reason. NORTH STAR TITLE AGENCY, INC. BY: Patricia A. Judd President Sworn to before me this 17`I' day of January, 2017. IL4�c a -0&1-1/ DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County comrnission Expires April 12 2020 ,4 ^` 1 4 TITLE NO.: NST-17-0495-SS DESCRIPTIONS PARCEL "A": (SUBJECT PREMISES): ALL that certain plot, piece or parcel of land, situate, lying and being at Peconic, in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the southwesterly side of Wells Road distant 315.00 feet southeasterly from the corner formed by the intersection of the southeasterly side of Wells Road with the southwesterly side of Wells Road; said point also being where the division line between the premises herein described and land now or formerly of Susan Hallock intersects the southwesterly side of Wells Road; RUNNING THENCE South 59 degrees 45 minutes 30 seconds East along the southwesterly side of Wells Road, 150.00 feet to a monument and land now or formerly of Anne N. Mitchell and Robert E. Mitchell; THENCE South 30 degrees 14 minutes 30 seconds West along said land now or formerly of Mitchell, 164.00 feet to the mean high water mark of Richmond Creek; THENCE westerly along Richmond Creek the following two tie line courses and distances: 1.) South 84 degrees 02 minutes 38 seconds West, 122.21 feet; 2.) North 74 degrees 22 minutes 57 seconds West, 123.38 feet to land now or formerly of Susan Hallock; THENCE North 48 degrees 27 minutes 40 seconds East along said land now or formerly of Susan Hallock, 258.37 feet to the southwesterly side of Wells Road, at the point or place of BEGINNING. ALSO, known and designated on the Real Property Tax Map as: DIST: 1000 SEC: 086.00 BLK: 02.00 LOT: 012.006 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above is the true description of the subject premises and of the adjoining premises m as shown on the record in the variance search made under the above captioned title nuber. NORTH STAR TITLE AGENCY, INC. BYQ Patricia A. Judd President Sworn to before me this 17"' day of January, 2017. &a�z � - ObA,--- DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12, 2020 TITLE NO.: NST-17-0495-SS DESCRIPTIONS PARCEL "B": (ADJOINING EAST): Described Property 1000-086.00-02.00-014.000 PARCEL "C": (ADJOINING SOUTH): RICHMOND CREEK PARCEL "D": (ADJOINING WEST): Described Property 1000-086.00-02.00-012.007 PARCEL "E": (ADJOINING NORTH): WELLS ROAD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY(::�� - I: Patricia A. Judd President Sworn to before me this 17" day of January, 2017. a . VAa-"' DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12,2020 TITLE NO.: NST-17-0495-SS CHAIN OF TITLE FOR PARCEL "A": Susan Hallock and Dated: January 21, 1981 Daniel E. Hallock Rec'd: February 23, 1981 -to- Liber: 8963 Cp 591 Richard Van Caeseele and Gloria Van aeseele;lii-s wife Richard Van Caeseele and Dated: October 30, 1986 Gloria Van Caeseele, his wife Rec'd: November 21, 1986 -to- Liber: 10174 Cp 134 Donald Gruen and Renee Gruen—his1wife Donald Gruen and Dated: September 3, 1999 Renee Gruen Rec'd: September 20, 1999 -to- Liber: 11989 Cp 924 Martin M. Shea and Mari D. Shea Martin M. Shea and Dated: December 19, 2000 Mari D. Shea, his wife Rec'd: February 22, 2001 -to- Liber: 12103 Cp 552 David G.Edelstein and Libby Ao GoldstelnJ-iis wife CONTINUED..... STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY�C�!� Patricia A. Judd President Sworn to before me this 17`I' day of January, 2017. DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12,2020 TITLE NO.: NST-17-0495-SS CHAIN OF TITLE FOR PARCEL "A", CONTINUED.....: David G. Edelstein and Dated: August 17, 2011 Libby A. Goldstein, his wife Rec'd: July 30, 2012 -to- Liber: 12700 Cp 573 David G. Edelstein and Libby A. Goldstein, as Trustees of the E.G. Stein Family Trust dated August 17, 2011 David G. Edelstein and Dated: December 12, 2016 Libby A. Goldstein, as Co-Trustees of the Rec'd: January 4, 2017 E.G. Stein Family Trust dated August 17, 2011 Liber: 12895 Cp 86 -to- Charles W. Grim a ld Brenda 5 imes,1-iiisband and wife LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY'::�' : Patricia A. Judd President Sworn to before me this 17`I' day of January, 2017. DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12, 2020 TITLE NO.: NST-17-0495-SS CHAIN OF TITLE FOR PARCEL "B Herbert W. Wells, as sole surviving Dated: July 19, 1972 Executor of the Last Will and Testament Rec'd: July 24, 1972 of George H. Wells, deceased Liber: 7203 Cp 438 -to- Edwin F. Foy and Susan Foy, His Wife Edwin F. Foy and Susan Foy Dated: August 14, 1987 also known as Susan Kerr Rec'd: September 10, 1987 -to- Liber: 10415 Cp 65 Susan Kerr Susan Kerr Dated: August 20, 1993 -to- Rec'd: September 1, 1993 John Shahbazian and Liber: 11642 Cp 438 Frances Shahbazian, his wife John Shahbazian and Dated: June 27, 1994 Frances Shahbazian, his wife Rec'd: July 6, 1994 -to- Liber: 11684 Cp 61 Robert E. Mitchell and Anne N. Mitchell, his wife Arnie N. Mitchell died, nothing was found of record in Suffolk County Surrogates Court. Robert E. Mitchell, as surviving tenant Dated: May 19, 2016 by the entirety Rec'd: July 11, 2016 -to- Liber: 12870 Cp 818 John R. Arcara and Michal Scopellite, as Joint Tenants with right of survivorship LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BYQ Patricia A. Judd Sworn to before me this President 17t" day of January, 2017. DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12,2020 TITLE NO.: NST-17-0495-SS CHAIN OF TITLE FOR PARCEL "C": RICHMOND CREEK CHAIN OF TITLE FOR PARCEL "D Daniel E. Hallock Dated: February 2, 1982 -to- • Rec'd: March 26, 1982 Susan Hallock Liber: 9160 Cp 266 LAST OWNER OF RECORD. CHAIN OF TITLE FOR PARCEL "E": WELLS ROAD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. a���k Patricia A. Judd President Sworn to before me this 17"' day of January, 2017. c DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12, 2020 NORTH STAR TITLE AGENCY, INC. As Agent for WFG National Title Insurance Company P.O. Box 2423 Aquebogue, New York 11931 VARIANCE SEARCH TITLE NO.: NST-17-0495-SS STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says: That she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That under her direction, title was examined to the parcels of land described on the annexed Schedule and labeled Parcels A, B, C, D and E That said examination, dated December 7, 2016 discloses a chain of Title to determine if any contiguous property was owned by an owner of property involved since the date of any previously applicable Zoning Ordinance as of July 1, 1983. And, that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. The Liability hereunder is limited to (Twenty-Five Thousand Dollars) $25,000.00 for any reason. NORTH STAR TITLE AGENCY, INC. r BY: ::� Patricia A. Judd President Sworn to before me this 17"' day of January, 2017. U DIANE A ALLEN Notary Pubi C, State of New York Registration#01AL6108157 QuaCommission Expires Aprill 1County00 TITLE NO.: NST-17-0495-SS DESCRIPTIONS PARCEL "A": (SUBJECT PREMISES): ALL that certain plot, piece or parcel of land, situate, lying and being at Peconic, in the Town of Southold, County of Suffolk and State of New York, being more particularly bounded and described as follows: BEGINNING at a point on the southwesterly side of Wells Road distant 315.00 feet southeasterly from the corner formed by the intersection of the southeasterly side of Wells Road with the southwesterly side of Wells Road; said point also being where the division line between the premises herein described and land now or formerly of Susan Hallock intersects the southwesterly side of Wells Road; RUNNING THENCE South 59 degrees 45 minutes 30 seconds East along the southwesterly side of Wells Road, 150.00 feet to a monument and land now or formerly of Anne N. Mitchell and Robert E. Mitchell; THENCE South 30 degrees 14 minutes 30 seconds West along said land now or formerly of Mitchell, 164.00 feet to the mean high water mark of Richmond Creek; THENCE westerly along Richmond Creek the following two tie line courses and distances: 1.) South 84 degrees 02 minutes 38 seconds West, 122.21 feet; 2.) North 74 degrees 22 minutes 57 seconds West, 123.38 feet to land now or formerly of Susan Hallock; THENCE North 48 degrees 27 minutes 40 seconds East along said land now or formerly of Susan Hallock, 258.37 feet to the southwesterly side of Wells Road, at the point or place of BEGINNING. ALSO, known and designated on the Real Property Tax Map as: DIST: 1000 SEC: 086.00 BLK: 02.00 LOT: 012.006 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY:-- Patricia A. Judd President Sworn to before me this 17t1i day of January, 2017. DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12,2020 TITLE NO.: NST-17-0495-SS DESCRIPTIONS PARCEL "B": (ADJOINING EAST): Described Property 1000-086.00-02.00-014.000 PARCEL "C": (ADJOINING SOUTH): RICHMOND CREEK PARCEL "D": (ADJOINING WEST): Described Property 1000-086.00-02.00-012.007 PARCEL "E": (ADJOINING NORTH): WELLS ROAD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. e B qatriciaA. Judd resident Sworn to before me this 17"' day of January, 2017. DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12, 2020 e TITLE NO.: NST-17-0495-SS CHAIN OF TITLE FOR PARCEL "A": Susan Hallock and Dated: January 21, 1981 Daniel E. Hallock Rec'd: February 23, 1981 -to- Liber: 8963 Cp 591 Richard Van Caeseele and Gloria Van Caeseele, his wife Richard Van Caeseele and Dated: October 30, 1986 Gloria Van Caeseele, his wife Rec'd: November 21, 1986 -to- Liber: 10174 Cp 134 Donald Gruen and Renee Gruen, his wife Donald Gruen and Dated: September 3, 1999 Renee Gruen Rec'd: September 20, 1999 -to- Liber: 11989 Cp 924 Martin M. Shea and Mari D. Shea Martin M. Shea and Dated: December 19, 2000 Mari D. Shea, his wife Rec'd: February 22, 2001 -to- Liber: 12103 Cp 552 David G. Edelstein and Libby A. Goldstein, his wife CONTINUED..... STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY: Patricia A. Judd President Sworn to before me this 17t1i day of January, 2017. DIANE A ALLEN Notary Public, State of New York j Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12,2020 TITLE NO.: NST-17-0495-SS CHAIN OF TITLE FOR PARCEL "A", CONTINUED.....: David G. Edelstein and Dated: August 17, 2011 Libby A. Goldstein, his wife Rec'd: July 30, 2012 -to- Liber: 12700 Cp 573 David G. Edelstein and Libby A. Goldstein, as Trustees of the E.G. Stein Family Trust dated August 17, 2011 David G. Edelstein and Dated: December 12, 2016 Libby A. Goldstein, as Co-Trustees of the Rec'd: January 4, 2017 E.G. Stein Family Trust dated August 17, 2011 Liber: 12895 Cp 86 -to- Charles W. Grimes and Brenda Grimes, husband and wife LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in the variance search made tinder the above captioned title number. NORTH STAR TITLE AGENCY, INC. a Byc:�� Patricia A. Judd President Sworn to before me this 17"' day of January, 2017. kava u a-- az&� DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12,2020 TITLE NO.: NST-17-0495-SS CHAIN OF TITLE FOR PARCEL "B Herbert W. Wells, as sole surviving Dated: July 19, 1972 Executor of the Last Will and Testament Rec'd: July 24, 1972 of George H. Wells, deceased Liber: 7203 Cp 438 -to- Edwin F. Foy and Susan Foy, His Wife Edwin F. Foy and Susan Foy Dated: August 14, 1987 also known as Susan Kerr Rec'd: September 10, 1987 -to- Liber: 10415 Cp 65 Susan Kerr Susan Kerr Dated: August 20, 1993 -to- Rec'd: September 1, 1993 John Shahbazian and Liber: 11642 Cp 438 Frances Shahbazian, his wife John Shahbazian and Dated: June 27, 1994 Frances Shahbazian, his wife Rec'd: July 6, 1994 -to- Liber: 11684 Cp 61 Robert E. Mitchell and Anne N. Mitchell, his wife Anne N. Mitchell died, nothing was found of record in Suffolk County Surrogates Court. Robert E. Mitchell, as surviving tenant Dated: May 19, 2016 by the entirety Rec'd: July 11, 2016 -to- Liber: 12870 Cp 818 John R. Arcara and Michal Scopellite, as Joint Tenants with right of survivorship LAST OWNERS OF RECORD. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Patricia A. Judd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead, New York 11901 and is over the age of 21 years and that she is President of NORTH STAR TITLE AGENCY, INC. That the above are the true chains of title as shown on the record in-the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY: Patricia A. Judd Sworn to before me this President 17`i' day of January, 2017. DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12,2020 TITLE NO.: NST-17-0495-SS CHAIN OF TITLE FOR PARCEL "C": RICHMOND CREEK CHAIN OF TITLE FOR PARCEL "D Daniel E. Hallock Dated: February 2, 1982 -to- Rec'd: March 26, 1982 Susan Hallock Liber: 9160 Cp 266 LAST OWNER OF RECORD. CHAIN OF TITLE FOR PARCEL "E WELLS ROAD STATE OF NEW YORK) SS: COUNTY OF SU1'VOI-K) Patricia A. JUdd being duly sworn, deposes and says that she resides at 6 Gatz Road, Riverhead,New York 11901 and is over the age of.21 years and that she is President of NORTH STAR TITLE AGENCY. INC. That the above are the true chains of title as shown on the record in the variance search made under the above captioned title number. NORTH STAR TITLE AGENCY, INC. BY: Patricia A. Judd President Sworn to before me this 17"' day of January, 2017. DIANE A ALLEN Notary Public, State of New York Registration#01AL6108157 Qualified In Suffolk County Commission Expires April 12,2020 A i UFFOCk - P T D SL Southold, N.Y. 11971 HENRY E. RAYNOR, Jr..Chairman TELEPHONE FREDERICK E. GORDON 765-1938 JAMES WALL BENNETT ORLOWSKI. Jr. GEORGE RITCHIE LATHAM. Jr. August 29, 1980 Ms. Susan Hallock Bok 200, Wells Road Peconic, New York 11958 Dear Ms. Hallock: The following action was taken by the Southold Town Planning Board at a regular meeting held August 25, 1980. RESOLVED to approve the request of Susan Hallock to change the position of lot line between two parcels due to the location of the septic wells on lots numbers 2 and 3 in the Minor Subdivision of George H. Wells Estate at Peconic. Yours truly, HENRY E. RAYNOR, JR. , CHAIRMAN SOUTHOLD TOWN PLANNING BOARD By Muriel Tolman, Secretary � / - _p- _ - -- � _ ,` � - _. -- .- . ._ - ----� _alp .-,__...� -- _. °�"�'•. h°ys�►� C` �- � VYE(_L,S C20AE� -�' ` ri 'brims c�o@\� r • t -------99,64 ----- well a wall \\IN% LGCgTf)N MAP - ,r., •t:,ors 'g -too'=r_ •r:, ' t • 7 48,000 54'j* Mace POQ- Ar de vi ce !n Yt r v.utO � �� :c:�.e•4Gr,t,r I Area24 t y ! 5 ori` Cy S+�ol:. Go<.rafy'TaxMo�aUaFra•rsr•rorr, '�', �"�'�''rQ+e1._.'`3uq_. 5- ���'- I~ OE36,(4 6- f2 3i. ---- — -—---=w --- -—— .f:.(L:?, '- -- --' - _ ,__- - — - __;r'%�---- �1�-- �}ar i�.w^:Tr-iri _sc�.Ca G'R'V+•rr:,:l! r 1 IS Sv'e-'r I.A a0 nor. r rralox]:Dv cr rxe.�w nu xnn . .-...�..,r..,,w..r.,..e...r.r7..... - 6_----". - F7rs,--.a- ,.. -,a, -,n•., � Nxr �-�lr f.�- .. auvtr,:.ca c. ..�.... �S� uurd... _ -�'jr4nF+lycsn' MOr :r,I_.`�`,r-�.a. ,•.. . -i°Or a YrtrD rry 1rY � - - - - --- ti„z - _ _ � A[pt-}lrer/c+io 6o_�.sr./{rar.ti:Ubo•-wdaa, .. /� , EIfn:Ynti rM_Ar.D 4u n°1 or rr Yo rx„„„�,-,. r.IM survn ���lelC'!p Via/v ii.�,•.,, 'r �// •-+.G 3Fsc,;.:. m)s„.u1'� -6C3 JA. Is rua:o w e c ,.: :r.�ros /�. V/'� I �7 F V • � /-/ � � �"' , irttY CCs:.nTYr•..r_..:nl n.NCY YID _ _ _ _ —. + tr__ �. YS51'F..f• ,•,v:.l:+srD�3 d1��i•,l ltNDhG lr3irLlu+a.,-.n�_d�.n19 r •,M I, .y.5•.E'trt_: v rm wsv' or, rww,aol L" -'sc•:1�+ Su�v .•- .aYns. i '.v I Sundud N Y.a.T U F-1007 aMpil NKI SiM t7W.Ok6 Gv.mm.i.inn Gr.nrei.Arn-Indnid.I o,��««pa.—(Silk Sh-0-1 Q0 75�G /70 J CONSULT YOUR LAWYER 8BOYA SIGNING TMS 1NSTSUMSMT—THIS IIISTRUMINT SHOD!S USED MY LAWYaaa ONLY. LI SMPAGE591 _ ' 26965 THIS INDENTURE,made the 21st day of January •ninaeen hundred and eighty-one. BETWEEN / SUSAN HALLOCK and DANIEL E. HALLOCK, residing at 3>' T%G-=Wells Road, Peconic, New York 11958 DISTRICT SECTION BLOCK LOT 3 (� M © ® CD RC1 EEO party of the first part,lad 12 17 21 28 RICHARD VAN CAESEELE and GLORIA VAN CAESEELE, his wife, residing at 53 Captains Drive, Islip, New York 11751 party of the second part, VVTI'NF_45EI N,that the party of the first part,in consideration of tea dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the belts or successors and assigns of the party of the second part forever, DIST. 10 ALL that certain plot,piece or parcel of land,with the bmUinp and improvements thereon erected,situate, lying and bdpg*Ddw at Peconic, Town of Southold, County of Suffolk told SEC.086.0 State of New York, which said parcel of land is more particularly bounded and described as follows: BLK.02.0b BEGINNING at a point on the southwesterly side of Wells Road, dis- tant 4105.08 feet southwesterly and westerly and northwesterly as measured along the easterly, southerly and southwesterly side of & Wells Road from the corner formed by the intersection of the east- 4t2-.-M erly side of Wells Road and the southerly side of Main Road; 6/2 .00r RUNNING THENCE South degrees 14 minutes 30 seconds West, along land of Edwin Foy 160. feet to Richmond Creek; , -- ?p� THENCE along Richmon reek, the following tie-line e,ancT dis- � tance, North 81 degrees 15 minutes 20 seconds West 50$28 .(e t040 land now or formed of Hallock; v� • '•'` ' • E North 48 degrees 27 minutes 40 seconds East lay g sad land 265.0 feet to the southwesterly side of Wells Road; CE South 59 degrees 45 m' s 30 seconds East, along the south- 1 westerly side of Wells Roa 150. feet to the point or place of BEGINNING. Being and intended to be the same premises conveyed to the party of the first part herein by Deed dated November 2, 1973, recorded november 7, 1973 in Liber 7524 cp 523; together with a portion of the prenises described in Liber7524 ep 520.. Subject to any state of facts an accurate survey may show. Sugject to covenants, easements and restrictions of record, if any. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and �1 G roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises• TO HAVE AND TO loo ,HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. \' AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as afore:"aid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consid- eration as a trust fund to be applied first for the purpose of paying the con of the improvement and will apply the same first to the payment of the cost of the Improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties'whenever the sense of this indenture so requires. IN WlnrNESS WHEREOF,the party of the first part has duly executed this the day and year first above written. Ix lanENCZ OY: ^ AN HAL DANIEL E. HALLOCK, by DANIEL H. HALLOCIf, his a�tornev-+..-far* , - 11 l ARTHUR l.'FELICE R C 0 R D E D FEB 23 1981 Clerk of Suffolk County <Miim.Verity@town.southold.nv.us> y Subject: FW: Removal of Stop Work Order- 1000-86-02-12.6/4145 Wells Road Peconic Mike, Is this correct? From: Brenda Grimes [mailtotarimesagandb.coml Sent: Wednesday, September 06, 2017 3:40 PM To: Doherty,Peter Cc: Anthony Pasca; Charles W. Grimes; Brenda Grimes Subject: Removal of Stop Work Order- 1000 -86 -02-12.6/4145 Wells Road Peconic Peter: We met with Michael Collins,Town Building Department Engineer today. Michael inspected our site today and (i) approved the location and installation of the additional silt fence and (ii) informed us that the Stop Work Order would be lifted by the end of the day today and we can resume construction tomorrow. Please provide me with the required written notice so that I can remove the Stop Work Order from the job site in the morning. Regards Brenda Brenda M. Grimes, CPA k imesAgandb.com www.gandb.com Grimes LLC 3501 Bonita Bay Blvd. Bonita Springs, FL 34134 Phone: (239) 330-9000 Fax: (239) 301-2215 FLORIDA(NEW YORK I CONNECTICUT ************************** Confidentiality:This message contains PRIVILEGED AND CONFIDENTIAL INFORMATION intended solely for the use of the addressee(s). Any disclosure,distribution, copying or use of the information by or to third-parties is strictly prohibited. If you have received this message in error,please advise the sender by immediate reply and delete the original message. Thank you. 2 Verity, Mike From: Collins, Michael Sent: Thursday, September 07, 2017 8:21 AM To: Doherty,Peter Cc: Jarski,John; Hagan, Damon;Verity, Mike Subject: RE: Removal of Stop Work Order- 1000 - 86 - 02-12.6 /4145 Wells Road Peconic Peter: I spoke with the Trustees Office who had Damon on the phone. I was informed that as long as the perimeter silt fence was properly installed the stop work order was lifted. I confirmed that the silt fence was properly installed. Michael From: Doherty,Peter Sent:Thursday,September 07, 2017 8:19 AM To: Collins, Michael<michael.collins@town.southold.ny.us> Cc:Jarski,John<johnj@southoldtownny.gov>; Hagan, Damon <damonh@southoldtownny.gov>;Verity, Mike <Mike.Verity@town.southold.ny.us> Subject: FW: Removal of Stop Work Order- 1000-86-02-12.6/4145 Wells Road Peconic Mike, Is this correct? From: Brenda Grimes [mai Ito:bgrimes@oandb.com] Sent: Wednesday, September 06, 2017 3:40 PM To: Doherty,Peter Cc: Anthony Pasca; Charles W. Grimes; Brenda Grimes Subject: Removal of Stop Work Order- 1000 -86 -02-12.6/ 4145 Wells Road Peconic Peter: We met with Michael Collins,Town Building Department Engineer today. Michael inspected our site today and (i) approved the location and installation of the additional silt fence and (ii) informed us that the Stop Work Order would be lifted by the end of the day today and we can resume construction tomorrow. Please provide me with the required written notice so that I can remove the Stop Work Order from the job site in the morning. Regards Brenda Brenda M. Grimes, CPA bQrimesObjzandb.com www.gandb.com Grimes LLC 3501 Bonita Bay Blvd. i Bonita Springs, FL 34134 Phone: (239) 330-9000 Fax: (239) 301-2215 FLORIDA I NEW YORK I CONNECTICUT Confidentiality:This message contains PRIVILEGED AND CONFIDENTIAL INFORMATION intended solely for the use of the addressee(s). Any disclosure,distribution, copying or use of the information by or to third-parties is strictly prohibited. If you have received this message in error,please advise the sender by immediate reply and delete the original message. Thank you. 2 Verity, Mike From: Doherty,Peter Sent: Thursday, September 07, 2017 8:40 AM To: Brenda Grimes Cc: Hagan, Damon; Silleck, Mary;Verity, Mike;Jarski,John Subject: RE: Removal of Stop Work Order- 1000 - 86 - 02-12.6 /4145 Wells Road Peconic Good morning, The stop work order was removed on 9/7/17. Ok to continue construction. Thank you Peter Doherty From: Brenda Grimes [mailto:bgrimes@gandb.com] Sent: Wednesday, September 06, 2017 3:40 PM To: Doherty,Peter Cc: Anthony Pasca; Charles W. Grimes; Brenda Grimes Subject: Removal of Stop Work Order- 1000 - 86 -02-12.6/ 4145 Wells Road Peconic Peter: We met with Michael Collins,Town Building Department Engineer today. Michael inspected our site today and (i) approved the location and installation of the additional silt fence and (ii) informed us that the Stop Work Order would be lifted by the end of the day today and we can resume construction tomorrow. Please provide me with the required written notice so that I can remove the Stop Work Order from the job site in the morning. Regards Brenda Brenda M. Grimes, CPA k7lines(kizaizdb.com www.gandb.com Grimes LLC 3501 Bonita Bay Blvd. Bonita Springs, FL 34134 Phone: (239) 330-9000 Fax: (239) 301-2215 FLORIDA I NEW YORK I CONNECTICUT Confidentiality:This message contains PRIVILEGED AND CONFIDENTIAL INFORMATION intended solely for the use of the addressee(s). Any disclosure,distribution, copying or use of the information by or to third-parties is strictly prohibited. If you have received this message in error,please advise the sender by immediate reply and delete the original message. Thank you. 1 *Doherty,Peter From: Hagan, Damon Sent: Thursday, September 07, 2017 8:28 AM To: Collins, Michael; Doherty,Peter Cc: Jarski,John;Verity, Mike Subject: RE: Removal of Stop Work Order - 1000 - 86 - 02-12.6 /4145 Wells Road Peconic That is correct. Michael verified that the silt fencing was moved to where the engineers originally wanted it. The applicant will be submitting a revegetation plan to correct and cure. Furthermore the Trustees will be closely monitoring the site and will not approve the closing out of any permits until that is complete. In the interim the stop work order can be lifted. Yours Truly etc., Damon A.Hagan Assistant Town Attorney Town of Southold Town Hall Annex 54375 Route 25 PO Box 1179 Southold,NY 11971-0959 Phone(631)765-1939 Fax(631)765-6639 This electronic mail transmission may contain confidential or privileged information. If you believe that you have received the message in error,please notify the sender by reply transmission and delete the message without copying or disclosing it. From: Collins, Michael Sent: Thursday, September 07, 2017 8:21 AM To: Doherty,Peter Cc: Jarski, John; Hagan, Damon; Verity, Mike Subject: RE: Removal of Stop Work Order- 1000 - 86 - 02-12.6/4145 Wells Road Peconic Peter: I spoke with the Trustees Office who had Damon on the phone. I was informed that as long as the perimeter silt fence was properly installed the stop work order was lifted. I confirmed that the silt fence was properly installed. Michael From: Doherty,Peter Sent:Thursday,September 07, 2017 8:19 AM To:Collins, Michael<michael.collins@town.southold.nv.us> Cc:Jarski,John<iohni@southoldtownny.gov>; Hagan, Damon<damonh@southoldtownny.gov>;Verity, Mike 50(/��®! Town Hall Annex Telephone(631)765-1802 54375 Main Road CAR Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 'rQ 'r COUNT BUILDING DEPARTMENT TOWN OF SOUTHOLD July 23, 2018 Charles and Brenda Grimes 3501 Bonita Bay Blvd. Bonita Springs, Florida 34134 1 JEE- Before the Certificate of Occupancy can be issued we need generator specifications, 1�Q✓ ical inspection form, $185.00 fee and an electrical inspection. TO WHOM IT MAY CONCERN: BB The items marked below are required to obtain your Certificate of Occupancy �►CJ� Application for Certificate of Occupancy. (Enclosed) j Electrical Underwriters Certificate. (Electrical Inspector 631-765-1802) For Generator only A fee of$50.00 ( Final Survey with Health Department Approval. r Plumbers Solder Certificate or Pex Affidavit Trustees Certificate of Compliance. (Town Trustees # 765-1892 ��!! Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. Final Storm Water Runoff Approval from Town Engineer Spray Foam Insulation certification from a NYS licensed architect or engineer BUILDING PERMIT: 41843-Z New Dwelling Bunch, Connie From: Justin Boesch <j.boeschelectric@gmail.com> Sent: Friday,July 27, 2018 1:38 PM To: Bunch, Connie Subject: Re: Grimes generator That's great, thank you On Fri, Jul 27, 2018 at 1:36 PM Bunch, Connie <Connie.Bunchgtown.southold.ny.us>wrote: Thank you for submitting the paperwork for the generator. The only inspection needed from our office is the electrical. Our first available date is Wednesday, August 1St. I will go ahead and schedule that and if you need a different date let me know. Thanks Connie Justin Boesch J. Boesch Electric i Jarski, John From: Brenda Grimes <bgrimes@gandb.com> Sent: Wednesday,August 1, 2018 1:55 PM To: Jarski,John Subject: FW: Grimes Mailing Address John: Please mail the Certificate of Occupancy to Brenda Grimes 3501 Bonita Bay Blvd Bonita Springs, Florida 34134 Thank you! Regards Brenda Brenda M. Grimes, CPA b rimes,�;andb.com www.gandb.com Grimes LLC 3501 Bonita Bay Blvd. Bonita Springs, FL 34134 Phone: (239) 330-9000 Fax: (239) 301-2215 FLORIDA I NEW YORK I CONNECTICUT Confidentiality:This message contains PRIVILEGED AND CONFIDENTIAL INFORMATION intended solely for the use of the addressee(s). Any disclosure,distribution, copying or use of the information by or to third-parties is strictly prohibited. If you have received this message in error,please advise the sender by immediate reply and delete the original message. Thank you. 1 i l . SCDHS REF# R10-17-0030 S0� i' SURVEY OF PROPERTY CLEAN OUT DETAIL 1-104�% FAR USE W H BUILDING EXIENSIAN/CANNECn0N J �F % A T PECONIC SLATE CO R OR PLUG END '9cgNT�OI•LN of TOTAL AREA TO TIE UNE TOWN OF SD UTHOLD .3$595 Sq. t. AREA UPLAND = 28,297 Bq.ft. SUFFOLK COUNTY N. Y. WETLAND = 10,298 sq.ft a Dy PROPOSED UPLAND 1000-86-02-12.6 LOT COVERAGE SCALE. 1'=40' SEM£R PIPE p n` \� � 3744/28,297 = 13.2 9' 2015 37 '� Y \, F F T O JANUARY 14, JO*ELBOW S00, y,,Ks `eveA"a \�\r ��� �IrgCgN J 13.2 9PROPOSED COVERAGE FEB 16 2016 (SITE PLAN) ®sea rJ RAIN RUNOFF CONTAINMENT :RG y HOUSE WITH GARAGE = 3494 SO.FT. APRIL 7, 2016 (REVISIONS) ��s1 sT\, `\ 3494 x 1 x 0.17 = 594 cu.ft. MA Y 24, 2016 (REVISIONS) A� (A� GRA VEL DRI VEWA Y = 1120 sq.ft ®O 60'Wrr --%� •` �D e<� 1120 x 11 x 0.17 = L53 cu.ft JUNE 9, 2016 (REVISIONS) �' �� TEST HOLE DATA A �� IAAF KS �qr 747 cu.ft. rn McDON ALD GEO CIENCf 9 o 'PAo `Si59 Np FiQ �(. 747 cu.ft. 42.2 = 18 VF OCT 28, 2016 (REVISIONS) N /�S O PROVIDE (5) DWs = 80 x 4' NOV 04, 2016 REVISIONS 1 P�' , '•'e%l F%'Z,Ccn�`y� 0 F�°�rys T'QFFr' OR EQUAL FEBRUARY 7 2017 REVISIONS DARK BROWN LOAM OL G1 O s' Z- <c hs' )\ NO GRADING OR FILL PROPOSED ' -�' 5P Fy P `0 j /'h' y >a,� ° FEBRUARY 15, 2017 (REVISIONS) "y� `' L� �~ --- --`°`�' � . 8 `B MARCH 6, 2017 (REVISIONS) PALE BROWN SILT ML GJ O G '� 0 \ S 4' LJO� ry�� MARCH 16, 2017 (REVISIONS) 00 PALE BROWN FINE TO MEDIUM SAND SP ,/�, A� e sF�4ij., T �Q� e 1 °'gyp Y\ MARCH 28, 2017 (REVISIONS) 66' sSpy-F' tpki' G� � '% p�`S'�O?S :. 0 > Y\�\ MAY 09, 2017 (REVISIONS) yOCr WATER IN PALE BROWN FINE TO MEDIUM SAND SP \ re Q3•-d �h2� ._ yy rs � \F -- 73' C/' �• y�F` _Gq� �Wj�O Q� O NOTE WATER ENCOUNTERED 66'BELOW SURFACE •P'', �p Cq,9� �. OE- o •3 — •4G+�, o •�\H, ,� �O R F ? J LANDWARD LIMIT OF TIDAL WETLANDS AS DETERMINED 1,, -- SSJ O R��G sO� 6?'M 3>,p, ry� " \�� ^ 0 �' "�" ," "`���� r 03 BY SUFFOLK ENVIRONMENTAL CONSULTING, INC. �• �S o=� �' �� ?q S U F r O L KE COUP'!61 D E�'A `"f DI I PIE C!F E 3�A�'"f!' � t��`a ON SEPTEMBER 24, 2015 Z RO c�� �"1Np �3� $ p �l3��i1 i FOR APPROVAL CF C251,19TRUCYlOPd FOR A NOTE. '`r.00. s2 �/9� - ----6' vv Sliv:,3.Si 6me L;� i�i.sl9��[+:Cir Q �`t' A 4 FOOT ACCESS PATH PERMITTED THROUGH qy S (v(V THE 30 FOOT NON—TURF BUFFER FOR PURPOSES �r \, J c �„" \ee ���� OF SHORELINE ACCESS. V 6, ny �O 1 JUN 2 3 2 - --- --------------------------------- �_ DATE •." {�° R g / A, v� 0, p� F'"r'YV E D N �p0 QJ�v Fc}iz ]AA,.! lJr9 i• GROOMS NY M WM ` -- 20N� �NDs -- A E(P i Ft1 , �'��.+ �1?;)ion C�1�"f r' /'�r� F2®Va`�L e = STAKE ` N74 �_ L 6 F�F KLP z� ■ = MONUMENT 22'S7"w neLINE m TEST HOLE CERTIFIED TO. H �—� 'MHWM �l CHARLES W. GRIMES = WET LANDS FLAG 23.38. _ _ -nE uNE BRENDA GRIMES v "tF a ,RT 584'02'38"W — — _ WFG NATIONAL TITLE INSURANCE COMPANY w� ELEVATIONS AND CONTOUR LINES ARE REFERENCED FROM NAW 88 .((Cj�j' 122.21' FLOOD ZONES FROM FIRM 36103CO162H The location of public water, wells and cesspools shown hereon are o FLEX+BLORSEPTIC SYSTEM DETAIL `'�� _ E SUPPORT RING from field observations and or from data obtained from others. ° CONNECTOR AT PVC/CI. JOINTNOT TO SCALE ' % nj �. F.F. '' ;•x-• o yy, I AM FAMILIAR WITH 774E STANDARDS FOR APPROVAL AND EL. 11.0' CLEAN OUTt CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR FINISHED GRADE SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS EL. 8' EL. 8' e£i•?�y SET FOR7H THEREIN AND ON THE PERMIT TO CONSTRUCT 24", MASONARY CHIMNEYS MASONARY CHIMNEY INV.EL6%41N. 1'MIN. LOT®s REFER TO "MINOR SUBDIVISION PLAT KNOWN AS RICHMOND CREEK FARMS" AREA= 38,595 S0. FT. 7.5' irIVEL. .12 6 10 2'MAX TO BE A PORTION OF 774E PREMISES CONVEYED TO THE GRANTOR TO TIE LINE HOUSE TRA 6.5 6 INV. . ®®®®a ® s-n HEREIN BY DEED DATED NOVEMBER 25, 1997, RECORDED IN THE SUFFOLK COUNTY 6'118-PER FOOT INV.EL. ®®Co Fn CLERK'S OFFICE ON DECEMBER 9, 1997 IN LIBER 11866 CP 747. PROPOSED SEPTIC SYSTEM 1/4" PER F00T l MINIMUM PITCH AT 5.6' ®[al 1E I- ® N S. MINIMUM PITCH ,MIN. P.C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA71ON (3 BEDROOMS) MINA" DIA PIPE +•...•.. :.,. $4, O'4" DIA PIPE PECON/C SURVEYORS OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. min. 3' g (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDINSION 2. ALL CER71F1CAT70NS [1J 1200 GALLON PRECAST SEPTIC TANK f0� x 2.5'LIQUID DEEP 1200 GAL. 2 () 2 feet deep g-- P•7ECAST SEPTIC _ __ ______ _____ __________________WATER EL=0.7'P.O. BOX 909 [6]LEACHING GALLEYS 2"HIEGHT 3'ABOVE GROUNDWATER TANK HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF i - .PEcTED GROUND 1230 TRAVELER STREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Q �3� WATER ELEVATION SOUTHOLD, N.Y. 11971 115-225 WHOSE SIGNATURE APPEARS HEREON. SURVEY OF PROPERTY A T PECONIC TOWN OF SO UTHOLD gOq�rJ �� OA- ;' SUFFOLK COUNTY, NY 1000-86-02-12.6 SCALE- 1'=30' JANUARY 14, 2015 �` � Or FEB. 16, 2016 (SITE PLAN) B, �'�-� �lr �! APRIL 7, 2016 (REVISIONS) ucTo'9r�,,� LTJ MA Y 24, 2016 (REVISIONS) Nr /St JUNE 9, 2016 (REVISIONS) �A1/& N OCT 28, 2016 (REWSIONS) `P ��� 4v1 c� NOV.. 04, 2016 REVISIONS A�°po�� �59 '�•� ��FyT �TFR FEBRUARY 7, 2017 (REVISIONS) 0 F�� STRF FEBRUARY 15, 2017 (REVISIONS) �;F`;:�•..; ����'�� h,�� `lS� FT MARCH 6, 2017 (REVISIONS) `'���,• .�c• ;� ® o ��, ` \ F MARCH 16, 2017 (REVISIONS) MARCH 28, 2017 (REVISIONS) a �yOU�q4P°GT9�1 \ TOTAL AREA TO TIE LINE CYo Ael- F� 38,595 sq. ft. ypST i Ofyi moo/ AREA UPLAND = 28,297 sq.ft. WETLAND = 10,298 sq.ft. %V11DE Cosi'Tl MOOV5 511.f 0Co PROPOSED UPLAND C1 �<v vv�Q LOT COVERAGE 3744128,200 = 13.3 9 13.3 90 PROPOSED COVERAGE FER � RAIN RUNOFF CONTAINMENT O �F m HOUSE WIIN GARAGE = 3494 SQ.FT. mZP 3494 x 1 x 0.17 = 594 cu.ft. y/ GRAVEL DRI VEWA Y = 1120 sq.ft 'E iF-j ALL N P,vu D R`(W 60-� 1120 x 0.8 x 0.17 = 153cu.ft t4u5-r fv%A14-41-AI W MINIMUM 747 cu.ft. 122.21' ++ Sawriv o br q-bffeer 747 cu,ft./42.2 = 18 VF EROSION &SEDIMENT CO OLS A BOV6 G 900 IJ 0 W I$T-6 B-.• Shall include but not be limited PROVIDE (5) DWs = 80 x 4' A well maintained Construction Entr ce, OR EQUAL Wire Backed Silt Fencing,stabilization& NO GRADING OR FILL PROPOSED Seeding of exposed and/or inactive soils. PRO eoa062_ �'�A 2.�d�e� CER TIFIED TO. L�gC�1� CHARLSE W. GRIMES 4 fboLt BRENDA GRIMES d✓ Or- �I�� TIC SYSTEM DETAIL WFG NATIONAL TITLE INSURANCE COMPANY "c TO SCALE V S 6 10 DW's FINISHED GRADE EL. 8' DRAINAGE INSPECTIONS ARE REQUIRED ;NARY CHIMNEYS YjASO ARY CHIMNEY Contact TOS Engineering at 765-1560 before 2' MAX Backfill,OR Provide Engineer's Certification EL. Hirt the drainage has been installed to Code. ® ® ®®r 1N V.EL. �® ®a- 3.0' 1;4" P R 0 ® ® � ® EROSION&SEDIMENT CONTROLS MINIMUM I Shall include but not be limited to: MIN.4' DIA IPE 2' �• (6) 2 feet deep gullies' A well maintained Construction Entrance, - WATER EL=0.7' Wire Backed Silt Fencing,stabilization& ng of exposed and/or inactive soils. 'TIC SYSTEM _ AL OF 5TORM1lVATE ANAGEMENY \ )OMS) COfft,OL P N - o f Co e p r 236 N. Y. . LIC. NO. Date: Zi / ,j?ECONIC SURVEYORS, P.C. SEPTIC TANK 80 x 4' LIQUID � &131) 765-5020 FAX (631) 765-1797 .0. BOX 909 1 sq.ft. = 3 EXP. GALLEYS) 1230 TRAVELER STREET SOUTHOLD, MY 11,971 15--225 CLEAN OUT DETAIL FOR USE WITH BUILDING EXTENSION/CONNECAON SLATE OR OTHER STOPPER END \ SUlTABL COVER OR PLUG gM SEWER PIPE t�i� oz" 6i° 30'ELBOW 60. WYE oo• s,• TEST HOLE DATA UvOMALDc WENCE fo/Ys/y5 -- a�,uRr aeoxw cow a �9 PALE BROMN Mr ML -- PALE GROW ANE 1D MEDIUM SAND SP • .. SJ�P\ SkuLo fbLow 6'cow-'00E, WAFER IN PALE BROWN RKE 70 kMUM SMD SP �ii\Ge� 1J' G• �fJi. NOTE WA1ER IXCWHIE)7ED 6C6'6120W SURf'AX `� �sS•-0 83. o- 0 C<F LANDWARD LIMIT OF TIDAL WF7LANDS AS DETERMINED BY SUFFOLK ENVIRONMENTAL CONSUL77NG, INC. ON SEPTEMBER 24, 2015 NOTE >0290, A 4 FOOT ACCESS PATH PERMI T7FD THROUGH Y > THE 30 FOOT NON—TURF BUFFER FOR PURPOSES OF SHORELINE ACCESS w qo c"03 �/ 2 Face qy� 30' NO °F• SRF M VIM �} >04 N'4.22'S7"W \ \/ nEffx LINF F��r j2338, MHwM—�` TIE L A = STAKE S84•0203 W~` ■ = MONUMENT Z = TEST HOLE — WETLANDS FLAG 17 O Y T 1 Q?E, Fk AREA= 38,595 SQ. FT. TO TIE LINE FLEXIBLE SUPORT RING ELEVA77ONS AND CONTOUR LINES ARE REFERENCED FROM NAVD 88 CONNECTOR AT PVC/CI. JOINT SEF FLOOD ZONES FROM FIRM 36103C0162H F.F. EL. 11.0' CLEAN OUT EL. 8' The location of public water, wells and cesspools shown hereon are 24 ,3„ MA: from fled observations and or from data obtained from others. INV.EL. :4 INV.EL. 12,....6. I AM FAM/LIAR W1TN THE STANDARDS FOR APPROVAL AND HOUSE TRA 6.5' 6' 10 IN CONSTRUC770N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR 1/8" PER FOOT 6 SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE COND/TIONS MINIMUM PITCH SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. MINA" DIA. PIPE ,, $4 1200 GAL. 2' m LOT®s REFER TO "MINOR SUBDIVISION PLAT KNO1W AS RICHMOND CREEK FARMS" PRECAST SEPTIC--------- ---------- TO BE A PORTION OF THE PREMISES CONVEYED TO THE GRANTOR TANK HEREIN BY DEED DA TED NOVEMBER 25, 1997, RECORDED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 9, 1997 IN LIBER 11866 CP 747, ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A WOLA77ON PROPOSED SL , OF SEC77ON 7209OF 774E NEW YORK STA TF EDUCA77ON LAW. (3 BEDR EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF [1] 1200 GALLON PRECAST SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 300 sq.ft. LEACHING WHOSE SIGNATURE APPEARS HEREON. [6] LEACHING GALLEYS (31 a�..n..��., .��.�.�a.�...���.��,».�.aa� ........�....��..r,,. �r�..�..w,..........�,..w<�. .�..�� ..�..��...�.�.�.�,�., .�.w���.,��.NWS.w�wT��,�,� ,,..,,N.���,,,�..,.,�..,,a.�.•�.�.�,..,xn.��b��.��.��.��..�w�.,��.�..w...�..�.� .�....��.. �.«,a..��».��e,� .�,,... �.�..�...�,..menti.�.�...W...uw..N .�,a......��.�.a...���uam��r.�.�r�..���,.�.�...��w�....�...� ....�.r� �� a CLEAN OUT DETAIL SCDHS Ref No. R10-17-0030 . SONY tiro SURVEY OF PROPERTY Fat USE W1W BUILaNG EXWV9av/CWNECnav N y,_, 4OSLA o TOTAL AREA TO "RE UNE A T PECONIC ° �rne�L cow SOR TOPPER END �5 gcgNTJ 0 38,595 sq. ft AREA TOWN OF SOUTHOLD \ ) WETLAND =210,2985 of ft. SUFFOLK COUNTY, N. Y. YY 1000-86-02-12.6 C a � PROPOSED UPLAND SEWER PIPE y O yyy / LOT COVERAGE �--40' °�i�,,Y `OT SCALE 1 3744/28,297 = 13.2 Z 30•F7 W `?/Sp0, pct, 13.2 %PROPOSED COVERAGE JANUARY 14, 2015 FEB. 16, 2016 (S/TE PLAN) aT APRIL 7, 2016 (REVISIONS) MA Y 24, 2016 (REVISIONS) TEST HOLE DATA �, � . , ry ' JUNE 9, 2016 (REVISIONS) q MCDONALO GEOSCI£NCE .� 0 9• aT IQ OCT 28, 2016 (REVISIONS) 10/15/15 F G 1• /N s NOK 04, 2016 (REVISIONS) DARK BROWN LOAM OL oa �� ��� �R �C ?L _• J •� FEBRUARY 7, 2017 (REVISIONS) FEBRUARY 15, 2017 REVISIONS JgP � � c �� SRO" F F ) PALE BROWN SILT ML 5 O �, \pw; '�', ee"zoc�yJ �� ABs MARCH 6, ( 3 2017 (REVISIONS) ¢PALE BROWN FIN£W MEDIUM SAND SP AC/ e,, R w�Lt est `�7 �ry MARCH 16, 2017 (REVISIONS) SNS O 0 yF mm oRa"��1 ow) O °�pAl MARCH 28, 2017 (REVISIONS) 6.6• � � Oa y sTy,S2 1` ,\ e e0 �O' ``nr APRIL 30, 2018 (FINAL) s s �• P��SF ,o ''e CO, . Q m m� �1• i ''o O, p' �. Q�' '`m WATER JUNE 5, 2018 (SCDHS COMMENTS) WATER/N PALE BROWN FINE TO MEDIUM SAND SP (�` �— r6 �'9iQ� 7gq '`� METER 13' •i alb ?q9, 3�0 3J N U! NOTE• WATER ENCOUNTERED 6.6'BELOW SURFACE oO W, : SEFM LOCATION 2018 A V LAN!.kA4D LIMIT OF 77DAL WETLANDS AS DETERMINED 2Y SUFFOLK ENNRONMENTAL CONSULTING, ING F: �•' �, �s It�O01Y CONCC w/ � o• , , ON SEPTEMBER 24, 2015 lOH�O c \ L q"Ds -4 Pac f (i0 4 62 FOro t CK _ W e�� BUELDING DEPT. , NOTE s TQ ST 20.5 59.5 A 4 FOOT ACCESS PATH PERMITTED THROUGH i �� 1 pW� s _ i v ' THE 30 FOOT NON—TURF BUFFER FOR PURPOSES — t 1 DW)1_/ 28 46 OF SHORELINE ACCESS11 O\AVIV , UG ��`•1' '.\ \ $o�?pPROPNF TANK ,3s � :�� LC; 45' 27.5' 0'NONE ��_�� ca r r� r:^ '''.-PL4�az 48' r•L 33'S� } \ � _� UFFe ti� � �+h',r:;_-, .',r:;y f,.'r^•,�:t'I'I.�BV>�}4°..7ED�N1'�RICSF®R KE WM M IRS .. 5 20l ^ � 1 • pp®��.....� °hTgfl :,�_���_��1..•�.. — a A = STAKEFL• NE �F '� �Z ®ate aF'"` 6 ,gym a?•:;. i Ci. ® ��� ®J® EFL: -� - ., ■ = MONUMENT 4 �ST"W —"EO"e �. r �? AV4Z Vute se sw a°c wate i ;:��sy ovcil x-at ii-as oomgan hz o boon ® = TEST HOLE \` N Ai \ m CERTIFIED T0: 2lf by NSI otfv►ent or&ttt91 N�1€3 aftd tWU fa = WETLANDS FLAG \� ` —MH�nE UNE j „\� BRENDASGRIMESMES f� �a LOAD l �`Iro2'38"yy 1 1 & WFG NA77ONAL TITLE INSURANCE CO PANY ELEVA77ONS AND CONTOUR LINES ARE REFERENCED FROM NAVD 88 \ •_ 1 D" FLOOD ZONES FROM FIRM 36103C0162H �' . 122.2r+ Craig P h i of The location of public water, wells and cesspools shown hereon are 1 O��-- Office of t PCPlpp�p from field observations and or from data obtained from others. 'V _ ~\ FI-EXIBLE SUPPORT RING SEPTIC SYSTEM DETAIL ,�� O_. CONNECTOR AT PVC/CI. JOINT \L, ;. NOT TO SCALE I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND \ F.F. EL 11.0' CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR CLEAN OUT r�`' FINISHED GRADE SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CON0177ONS % EL 8' SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. LLJLJEL 8' 24' MASONARY CHIMNEYS MfiSONARY CHIMNEY AREA= 38, INV EL. • 6 6XllN. I MAX 595 SO. FT. 75' Cj 12 $ LOT®s REFER TO h1/NOR SUBDIVISION PLAT KNOWN AS RICHMOND CREEK FARMS" INV EL. 6 TO BE A POR77ON OF THE PREMISES CONVEYED TO 7H£ GRANTOR TO TIE LINE HOUSE TRA 6.5' 6 10 /NV 591 HEREIN BY DEED DA7ED NOVEMBER 25, 1997, RECORDED IN 774E SUFFOLK COUNTY 1 6' INV E ®®Ual®� 3.0 CLERK'S OFFICE ON DECEMBER 9, 1997 IN LIBER 11866 CP 747. 1/8"PER FOOT/ 1/4'P FOOT 56, ®®� ® MINIMUM PITCH MINIMUM PITCH • MIN.4"DIA. PIPE; 4• MIN.¢"DIA. PIPE 2, PECONIC SURVEYORS, P.C. ANY AL7ERARON OR ADDITION TO THIS SURVEY IS A WOLA77ON ���� yy y 2, min. 6 (631) 765-5020 FAX (631) 765-1797 OF SEC77ON 7209OF 7HE NEW YORK STATE EDUCA77ON LAW. S � AA ��r� �sru () 2 feet deep gullies EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77RCA77ONS �'1����� 0•I�dQ��'� /y WATER EL=0.7'P O, BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF �°(!�e V 1230 TRAVELERSTREET SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR �`OZ ��� WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, MY 11971 L15-225 $ ..4.. . MINION 77 Vol ,.. r .- GUMERAG C;007 0 M 3002331231 tit i A 20179// 7 -10 1 1-3 3,`."31.r __ GO H 1.0 O J _,11C .. . us cmERGENCY v �c l s FA t t{ } e a a,a y «s 4 1 y, JUL 1 1 2018 IAAa a bar s" �r ,)o7`G w-I 4:p Y" ~� . 0-0yi3Od 1,0 GU inged Open View of s Lifter Hinged Open r Deluxe Custom Spilt Double Cover—CI ed Deluxe Custom Split Cocer-Open Deluxe Custom Split Cover—Inside View Deluxe Custom Split Double Cover—Open Deluxe Custom Hinged Cover s . i- - Custom Tempered Glass Cover—Hinged Open with Lifters Custom Tempered Glass Cover—Hinged Closed r Tempered Glass Hinged Cover around a Galvanized Steel Well Tempered Glass Cover n a is gress e JJL:�, i B LTILDING DEPT. fi. REScheck Software Version 4®6.4 r Compliance Certificate Project Proposed Residence for Charles & Brenda Grimes Energy Code: 2015 IECC Location: Riverhead, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 9% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4145 Wells Road Charles&Brenda Grimes John Van Velsor, R.A. Peconic, NY 11958 4145 Wells Road JOHN R.VAN VELSOR,ARCHITECT, Peconic, NY 11958 P.C. 74 Josephine Drive Wading River, NY 11792 631 929 5789 jvanvelsor@optonline.net Compliance. 1.4%Better Than Code Maximum UA: 578 Your UA. 570 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Area Ceiling 1: Flat Ceiling or Scissor Truss 2,184 36.0 0.0 0.031 68 Ceiling 2: Cathedral Ceiling 391 30.0 0.0 0.034 13 Wall 1:Wood Frame, 16" D.C. 4,404 15.0 5.0 0.053 209 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 413 0.350 145 SHGC: 0.27 Door 1. Solid 42 0.500 21 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 2,428 19.0 0.0 0.047 114 Compliance Statement., The proposed building design described here is consistent with the 'Iding plans,specifications, and other calculations submitted with the permit application.The proposed building has b en sign d t meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory reuiremen lis d i `t a ES ec Inspection Checklist. 2� to , 0 Name-Title Ig Date John R. Van Velsor, Architect, P.C. ���� iq 74 Josephine ®rave Wading River, NY 11792 Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\Users�ohn\Documents\REScheck\1645 Grimes. k OF Pagel of 9 REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.lD 103.1, ;Construction drawings and { i❑Complies 103.2 documentation demonstrate I ❑Does Not [PR1]1 ;energy code compliance for the 9 ;building envelope.Thermal ❑Not Observable !envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and J❑Complies 103.2, documentation demonstrate (❑Does Not 403.7 :energy code compliance for S [PR3]1 :lighting and mechanical systems. �❑Not Observable CO) :Systems serving multiple I❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. t ; 302.1, Heating and cooling equipment is;, Heating: Heating: ;❑Complies 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Manual J or other methods Btu/hrg Btu/hr ❑Not Observable approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\UsersVohn\Documents\REScheck\1645 Grimes.rck Page 2 of 9 ' Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 �A protective covering is installed to ;❑Complies [F011]2 protect exposed exterior insulation :❑Does Not f and extends a minimum of 6 in. below )grade. ;❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ❑Does Not ;❑Not Observable 1 :❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\UsersVohn\Documents\REScheck\1645 Grimes.rck Page 3 of 9 SectionPlans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Door U-factor. ; U- U- ;❑Complies ;See the Envelope Assemblies ❑Does Not table for values 402.3.4 ' [FR1]1 iI ; Not Observable ; U ❑ :❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :❑Does Not table for values 402.3.3, 402.3.6, ;❑Not Observable 402.5 :❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products ;❑Complies ; [FR4]1 :are determined in accordance ( a❑Does Not , :with the NFRC test procedure or ; ,taken from the default table. ❑Not Observable ' , I❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier 'f❑Complies [FR23]1 installed per manufacturer's '❑Does Not U ;instructions. ' ❑Not Observable ; J❑Not Applicable 402.4.3 ;Fenestration that is not site built ; ;❑Complies [FR20]1 ;is listed and labeled as meeting ❑Does Not j AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 1400 that do not exceed code []Not Applicable limits. : 402.4.5 j IC-rated recessed lighting fixtures }❑Complies [FR16]2 isealed at housing/interior finish I i❑Does Not 1 and labeled to indicate s2.0 cfm ;leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies [FR12]1 :insulated >= R-8 where duct is ; >=3 inches in diameter and >_ ❑Does Not : R-6 where< 3 inches.Supply and j❑Not Observable ; !return ducts in other portions of UNot Applicable :the building insulated >= R-6 for 1 diameter>=3 inches and R-4.2 i for< 3 inches in diameter. 403.3.3.5 {Building cavities are not used as ❑Complies ; [FR15]3- i ducts or plenums. IE]Does Not 110 ❑Not Observable ; J❑Not Applicable : 403.4 ;HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 above 105 °F or chilled fluids : ❑Does Not 'below 55 °F are insulated to 2-11- : � : 3 ;❑Not Observable :❑Not Applicable 403.4.1 :Protection of insulation on HVAC ; i❑Complies ; [FR24]1 :piping. UDoes Not ❑Not Observable J❑Not Applicable : 403.5.3 Hot water pipes are insulated to R- ; R- ;❑Complies [FR18]2i>_R-3. : :❑Does Not } : ; ❑Not Observable T❑Not Applicable 403.6 Automatic or gravity dampers are{ a❑Complies [FR19]2 installed on all outdoor airiE]Not ❑Does Not intakes and exhausts. Observable , J❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\Users\ohn\Documents\REScheck\1645 Grimes.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\Users\ohn\Documents\REScheck\1645 Grimes.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 iAll installed insulation is labeled I �❑Complies [IN13]2 'i or the installed R-values ❑Does Not g7 #provided. } ❑Not Observable j ❑Not Applicable 402.1.1, !Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values [IN111 COOj F] Steel E] Steel :❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per ; ❑Complies 402.2.7 manufacturer's instructions and { ❑Does Not [IN2]1 :in substantial contact with the 1 j ;underside of the subfloor, or floor ;❑Not Observable ;framing cavity insulation is in ❑Not Applicable contact with the top side of ;sheathing, or continuous ;insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing i } members. i 402.1.1, :Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least li4 of the Wood Wood :❑Does Not ;table for values 402.2.6 wall insulation on the wall ;❑ Mass ❑ ' [IN3]1 ;exterior,the exterior insulation Mass ;❑Not Observable ; requirement applies(FR10). E] Steel ;❑ Steel ❑Not Applicable t 303.2 ,Wall insulation is installed per ❑Complies ; (IN4]1 !manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: l 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\Users�ohn\Documents\REScheck\1645 Grimes.rck Page 6 of 9 Section Plans Verified Field Verified_ # " Final Inspection Provisions" Value Value Complies? Comments/Assumptions '& Req.ID . " 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ,See the Envelope assemblies 402.2.1, ❑ Wood ❑ Wood PDoes Not ;table for values. 402.2.2, 402.2.6 E] Steel ;E] Steel ;❑Not Observable ; [Fll]1 T❑Not Applicable 303.1.1.1, (Ceiling insulation installed per ❑Complies ; 303.2 manufacturer's instructions. IE]Does Not [FI2]1 !Blown insulation marked every 300 ft2. Observable I �❑Not Applicable 402.2.3 ,Vented attics with air permeable ° }❑Complies [FI22]2 insulation include baffle adjacent i❑Does Not ito soffit and eave vents that - ,extends over insulation. ( ❑Not Observable i ; , ,' ;❑Not Applicable 402.2.4 :Attic access hatch and door R- R- ❑Complies [FI3]1 ;insulation >_]1-value of the T❑Does Not :adjacent assembly. ;❑Not Observable ❑Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = DComplies ; [FI17]1 ach in Climate Zones 1-2, and :❑Does Not <=3 ach in Climate Zones 3-8. ;[]Not Observable ; ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ft2 ft2 :❑Does Not I<=3 cfm/100 ft2 without air ; Observable ;handler @ 25 Pa. For rough-in ;❑Not, :tests,verification may need to -❑Not Applicable occur during Framing Inspection..: 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;[ Complies [FI27]1 :determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total I leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ; ; ;❑Not Applicable :w.g. across the system including ;the manufacturer's air handler I enclosure if installed at time of test. Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch ; w.g. across the entire system ; including the manufacturer's air : ;handler enclosure. 403.3.2.1 ;Air handier leakage designated 1, 1❑Complies [FI24]1 by manufacturer at<=21%of ❑Does Not ,design airflow. _ } ; i I i❑Not Observable ; �- d❑Not Applicable 403.1.1 Programmable thermostats ; f1complies[FI9]2 installed for control of primary Does Not 3 i heating and cooling systems and iE]Not initially set by manufacturer to ❑Not Observable J code specifications. Applicable 403.1.2 'Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. y❑Does Not } , s ❑Not Observable IE]Not Applicable 403:5.1 Circulating service hot water ❑Complies ; [FI11]2 systems have automatic or I ❑Does Not •accessible manual controls. ❑Not Observable ; 1 �❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\Usersvohn\Documents\REScheck\1645 Grimes.rck Page 7 of 9 section Plans Verified Field Verified # Final Inspection Provisions, Value Value Complies? Comments/Assumptions & Req.l® 403.6.1 'All mechanical ventilation system y❑Complies [FI25]2 fans not part of tested and listed '❑Does Not HVAC equipment meet efficacy j and air flow limits. ❑Not Observable ; ❑Not Applicable 403.2 1 Hot water boilers supplying heat 1 i❑Complies (FI26]2 ithrough one-or two-pipe heating ( UDoes Not systems have outdoor setback i E]Not Observable i control to lower boiler water Stemperature based on outdoor j❑Not Applicable temperature. 403.5.1.1 i Heated water circulation systems I�I "❑Complies ; -[F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated I return pipe or a cold water supply ❑Not Observable ; pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are 'I not present.Controls for circulating hot water system 1 pumps start the pump with signal { ;for hot water demand within the j }occupancy. Controls automatically turn off the pump } 3 when water is in circulation loop 1 j is at set-point temperature and ; no demand for hot water exists. ; 403.5.1.2 ;Electric heat trace systems I , ❑Complies [FI29]2 i comply with IEEE 515.1 or UL ❑Does Not J515.Controls automatically i J❑Not Observable adjust the energy input to the ( }heat tracing to maintain the i❑Not Applicable !desired water temperature in the piping. 403.5.2 Water distribution systems that i j❑Complies [F[30]2 ,have recirculation pumps that ;❑Does Not pump water from a heated water r Isupply pipe back to the heated ;❑Not Observable ; water source through a cold 1❑Not Applicable water supply pipe have a demand recirculation water #system. Pumps have controls ' }that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. 403.5.4 ;Drain water heat recovery units ;❑Complies [F131]2 ;tested in accordance with CSA ❑Does Not B55.1.Potable water-side pressure loss of drain water heat UNot Observable j recovery units < 3 psi for ❑Not Applicable i individual units connected to one or two showers. Potable water- side pressure loss of drain 'heat recovery units< 2 psi for i # individual units connected to f ;three or more showers. 404.1 175%of lamps in permanent i❑Complies [FI6]1 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage 1 iE]Not Observable ; ;lighting. j❑Not Applicable 404.1.1 ;Fuel gas lighting systems have E j❑Complies ; [FI23]3 no continuous pilot light. j❑Does Not j❑Not Observable J❑Not Applicable j 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\Users\John\Documents\REScheck\1645 Grimes.rck Page 8 of 9 a , r Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 i Compliance certificate posted. i❑Complies [F[7]2 i❑Does Not s ❑Not Observable ❑Not Applicable ; 303.3 j Manufacturer manuals for ' ;❑Complies [FI18]3 mechanical and water heating PDoes Not systems have been provided. i tNot Observable { ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Proposed Residence for Charles & Brenda Grimes Report date: 07/09/17 Data filename: C:\Users�ohn\Documents\REScheck\1645 Grimes.rck Page 9 of 9 J CLEAN OUT DETAIL SCDHS REF# R10-17-0030 FOR USE WI7H BUILDING EXTENSION/CONNECTIONLA SURVEY OF PR01.�E'RT Y A T PECONIC S SU�AB� OTHER STOPPER COVER OR PUG END SO&JL,O /`/�O /A' <o To F TOWN OF SO UTHOLD 0q�q�rJ �' OA- ;%` SUFFOLK COUNT],., N. Y. 1000-86-02-12.6 o%A 410 SCALE.• 1'-30' SEWER PIPE r2u JANUARY 14, 2015 30'ELBOW \\ 0T FEB. 16, 2016 (SITE PLAN,) O �� Olt- 0 F�8 ��' I \\-6O'-WYE APRIL 7 2016 RE/ISIONS) 3 �s 00• oFA��� ``� �tiTJ MA Y 24, 2016 (REVISIONS Ftil �� JUNE 9, 2016 (RE/I SIONS) Foo 66- `� OCT 28, 2016 (REVISIONS) ti Fe TEST HOLE DATA y F�. a o'� NOV. 04Aq y, 2016 (REVISIONS) MCOON°'%'OSCIMCE .� e � SS9• ��F'I'T gTFR `� FEBRUARY 7, 2017 (REVISlO�IS) -- DARK BROW LOAM a p� �,p ��1. �`s.304 ST O FEBRUARY 15, 2017 (REVISIONS) D.3 MARCH 6, 2017 REVISIONS) -- PALE BROW sLT ML ��' �Q� � P,�� , MARCH 16, 2017 (REVISIONS) 4' PALE WOWFlNE TO MEDIUM SAND SP 5J La \G1� �A j, F`s MARCH 28, 2017 (REVISIONS) -- e.s' LJ�� ��� 9 �o�F�Tr FooF MAY 09, 2017 (REVISIONS) 'S� b" ASO oF'° OCT. 20 2017 (FND. LOC.) WATER IN PALE BROW FlNE TO MEDIUM SAND SP ��P \ iJ' 1 4b• ^' N07E WA7ER ENCOUNTERED BB'BELOW SURFACE �c) 'VC� h F� cti/T 61 \ 'ss �s ioiNOq F � 9 .0. TFTo LANDWARD LIMIT OF TIDAL WETLANDS AS DETERMINED o C44 � \ F�9� ? N TOTAL AREA TO TIE LINE BY SUFFOLK ENVIRONMENTAL CONSULTING, ING �v1 gs�'�O \ �' o O 38,595 sq. ft. ON SEPTEMBER 24, 2015 ��c '0 F c�FPEI �5• h' .0 Off`' AREA NOTE Zoy000 c� o kE>ZgNDs o'er UPLAND = 28,297 sq.fi'. A 4 FOOT ACCESS PATH PERMITTED THROUGH e�iNF, c� Sf�gc\_ WETLAND = 10,298 sq.ft. THE 30 FOOT NON—TURF BUFFER FOR PURPOSES OF SHORELINE ACCESS PROPOSED UPLAND ,�o �<v v�Q- LOT COVERAGE 2 Foc 02� 30. �p� :Fq- y�G N 3744 28,297 = 132 9 F � �• <v O - o/V �j�j0 �p� Jam\' 132 % PROPOSED COVERAGE MHWM 77 2 PAE gNDs RAIN RUNOFF CONTAINMENT o N74.22,57" \ �_nE LINE #F M 7/ '1 HOUSE WITH GARAGE = 3494 SQ.FT W m (S' 3494 x 1 x 0.17 = 594 cu.ft. H GRAVEL DRI VEWA Y = 1120 sLI.ft � � '��_ ^ KEY �2�38, �`�� MHWM_— TIE LINE O� _ y/ 'n 1120 x 0.8 x 0.17 = 153 cu.ft A = STAKE S84-02 38"W #s �L 1 ' b — 747 cu.ft. "—' ^ 122.21' 747 cu.ft./42.2 = 18 VF ■ = MONUMENT � � C PROVIDE (5) DWs = 801 x 4' m = TEST HOLE Rica, J OR EQUAL = WET LANDS FLAG m, NO GRADING OR FILL PROPOSED Q?Ej K AREA= 38,595 SQ. FT. CERTIFIED TO. TO TIE LINE CHARLES W. GRIMES BRENDA GRIMES D �`�� U V FLEXIBLE SUPPORT RING SEPTIC SYSTEM DETAIL WFG NATIONAL TITLE INSURANCE COMPANY ELEVA77ONS AND CONTOUR LINES ARE REFERENCED FROM NAVD 88 CONNECTOR AT PVC/CI. JOINT NOT TO SCALE D FLOOD ZONES FROM FIRM 36103C0162H F.F. EL. 11.0' CLEAN OUT OCT 262017 EL. 8' FINISHED GRADE EL. 8' �_ 24" , 1 IN. MASONARY CHIMNEYS �r ,Y The location of public water, wells and cesspools shown hereon are J" AX MASONARY CHIMNEY �+J7-Lr..1T;GD jj� from field observations and or from data obtained from others. INVEL. 12; s siNIN. 2' MAX TO3iWNOFSOUTIIOLD 7.5' O INV.EL. I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND HOUSE TRAP 6.5' 6' f0 IN V.EL. ® ® ® ®a 6' IN V.EL. ® ® ®E 2.0' r CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR 1/4" PER FOOT 1/8" PER FOOT 5 6, ® ® � ® �, OF �. SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS MINIMUM PITCH MINIMUM PITCH = �� C .. MINA" DIA. PIPE SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. MIN.4" DIA. PIPE $4" 3' ' 1200 GAL. min (6) 2 feet deep gallies ,• k » PRECAST SEP77C ------------ ----------------------------- ----------WATER EL=O.7' 4• p LOT®s REFER TO MINOR SUBDIVISION PLAT KNOWN AS RICHMOND CREEK FARMS TANK ---------- ------------- ' ` ` LOWEST EXPECTED GROUND TO BE A PORT70N OF THE PREMISES CONVEYED TO THE GRANTOR WATER ELEVA77ON HEREIN 8Y DEED DATED NOVEMBER 25, 1997, RECORDED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON DECEMBER 9, 1997 IN LIBER 11866 CP 747. PROPOSED SEPTIC SYSTEM ANY AL TERA TION OR ADD177ON TO THIS SURVEY IS A VIOLA TION ( )3 BEDROOMS N• 49 1 _ PECONIC--SURVEYORS, P.C. OF SEC770N 72090E THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CERT7FICA77ONS [1] 1200 GALLON PRECAST SEP77C TANK 100 x 25' LIQUID DEEP (6,31) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF [6] LEACHING GALLEYS 2' HIEGHT 3' ABOVE GROUNDWATER P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRA VELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 15-225 f CLEAN OUT DETAIL SURVEY OF PROPERTY FOR USE WI1N BU/LD/NG EX7ENS/ON/CONNEC710N So& A T PECONIC SSUI ABL TE OR OVER OR PLUG STOPPER END �� /� ;�� TOWN OF SOUTHOLD (�q� Tory �% 101 r4 0 gtirJ � of 1 SUFFOLK COUNTY, N. Y. YA n 000-86-02-12.6 SEWER PIPE %% SCALE. 1 —JOS JANUARY 14, 2015 30•ELBOW w O FEB. 16, 2016 (SITE PLAN) �Vq q O APRIL 7, 2016 (REWSIONS) S00, 5� 'qr�� \ c L so• WYE TJ MAY 24, 2016 (REVISIONS) \\ \ JUNE 9, 2016 (REVISIONS) 60 OCT 28, 2016 (RE/ISIONS) a F B</ F< ��S °� TEST HOLE DATA 10 NOV. 04 2016 y s� ,, q� NOV (REVISIONS ) A1cD0NAr`o°Al r° Oi'"E 9 o p?opo `SS9 .� FEBRUARY 7, 2017 (REVISIONS) `� °• S //V DARK WOW LOAM DL 101E �pG �V, �,. p `'=F:Fos ¢S3O�. S FEBRUARY 15 2017 (REVISIONS) -- 05. FA�°S � FT�F�TJ MARCH 6, 2017 (REVISIONS) PALE BROMN 9LT AIL -- 4, JSP MARCH 16, 2017 (REVISIONS) 5 MARCH 28, 2017 (REVISIONS) PALE BROW nNE TO MEDIUM SAND SP O 1 -- s.s' hpCiS,-ti o P 'O,`' S�625 �qor 4 4 `� ,SQ D 3�AAI c��tir \w WATER IN PALE BROM RNE TO MEDIUM SAND SP S� y 2 .,• � • \ y %�o Li �,s�,=s.� o TOTAL AREA TO TIE LINE Nom WATER ENCOUNTERED 8.6'BELOW SURFACE /Q� J8,595 SQ. ft. / AREA �°. Q Cl, '� °op PsF� �3 =g�q 41 ��� UPLAND = 28,297 sq.ft. LANDWARD LIMIT OF TIDAL WETLANDS AS DETERMINED �o �c��9,P °Fc_ c \ WETLAND = 10,298 sq.ft. .off BY SUFFOLK ENVIRONMENTAL CONSULTING, INC. �9ss� ON SEPTEMBER 24, 2015 rs, NOTE. ZOti OOO �� TCgND '� �° A 4 FOO T A CCESS PA TH PERMI TIED THROUGH F<�NF. o�� ° ^ SEreA°\ � vV THE 30 FOOT NON—TURF BUFFER FOR PURPOSES OF SHORELINE ACCESS. ,D� 82F �,;0,�c ff ' gy�JS PROPOSED UPLAND K2F o�o �ON� �Q1v�Q LOT COVERAGE o 3744/28,297 = 13.2 9 30, F N0 n j� Q p0 �-�" 13.2 % PROPOSED COVERAGE �1 � °F �� TURF ,-' .��' � �• QJ `l/ k2F B FFFRCO MHWM ` zoti� kET(gNDS RAIN RUNOFF CONTAINMENT HOUSE WITH GARAGE = 3494 SQ.FT. N7 2 S` \ E � FEET � _ 4 2 ' 7'w ��_nE uN #4 m .3494 x 1 x 0.17 594 cu.ft. GRA-VEL—DRIVEWAY = 1120 sq.ft '23 . `_�'--r MHWM nEIINE �1 `\`\' APPROVED BY KEY 38 — _ �- V w �► ,1120 x 0.8 x 0.17 = 153 cu.ft S84'02'3 "yy 8 —' -- — #S BOARD OF 1 RUSTEES 747 cu.ft. A = STAKE 122.21' "WU TOWN OF SOUTHOLD 747 cu.ft'/42'2 = 18 VF ■ = MONUMENT RIC11 DATE PROVIDE (5) DWs = 80 x 4' = TEST HOLE /��fn ]� T SPP 1L 1 I Zc/ OREQUAL (j,[ NO GRADING OR FILL PROPOSED � = WETLANDS FLAG CR��K � `�' "�,�•`�� AREA= 38,595 SQ. FT. CERTIFIED r . CHARLES W. GRIMES �— TO TIE LINE BRENDA GRIMES SEPTIC SYSTEM DETAIL WFG NATIONAL 777LE INSURANCE COMPANY FLEXIBLE SUPPORT RING ELEVA77ONS AND CONTOUR LINES ARE REFERENCED FROM NAVD 88 CONNECTOR AT PVC/Cl. JOINT NOT TO SCALE �a' FLOOD ZONES FROM FIRM 3610JC0162H F.F EL. 11.0' CLEAN OUT f` MAR 3 0 2011 FINISHED GRADE I EL. 8' EL. 8' L iii _ MASONARY CHIMNEYS MASONARY CHIMNEY The location of public water, wells and cesspools shown hereon are 3 MAX x of Tr s re INV.EL6MlN. 1' MIN. from field observations and or from data obtained from others. 75. 12 s• 2' MAX INV.EL. ' I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND HOUSE TRA s.5' s 10 INV.EL. ® ® ® ®� ® �... CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR 1/8" PER FOOT 1/4" P RfOCkTs' ® ® E SINGLE FAMILY RESIDENCES AND WILL ABIDE BY 7HE COND177ONS MINIMUM PITCH MINIMUM IT SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. MINA" DIA. PIPE 4" MINA" DIA IPE rt •�' 2. $min. _ M, , - ':�' -t-c•4, 1200 GAL. 6 2 feet dee allies ------- ------------------WATER EL=0.7' • `' x. LOT s REFER TO MINOR SUBDIVISION PLAT KNOWN AS RICHMOND CREEK FARMS TANK — F 9 � a J „ ., PRECAST SEPTIC------ _ _ __ ______________ .. TO E A PORT70N OF THE PREMISES CONVEYED TO THE GRANTOR HEREIN BY DEED DATED NOVEMBER 25, 1997, RECORDED IN THE SUFFOLK COUNTY ,, CLERK'S OFFICE ON DECEMBER 9, 1997 /N LIBER 11866 CP 74Z PROPOSED SEPTIC SYSTEM VIOLA TION 3 BEDROOMS) LC 0 18 C. ANY ALTERAT70N OR ADDITION TO THIS SURVEY IS A ( PEC-ONIC--SURVEYORS, P. OF SECTION 72090F THE NEW YORK STATE EDUCATION LAW. (631) 765-5020 FAX (631) 765-1797 EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CER77FICA710NS [1] 1200 GALLON PRECAST SEP77C TANK 80 x 4' LIQUID DEEP HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF 300 sq.ft. LEACHING P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR [6] LEACHING GALLEYS (318 sq-ft. = 3 EXP. GALLEYS) 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 15-225 GENERAL POLLUTION CONTROL MEASURES: SITE DESCRIPTION: WOVEN WIRE FENCE: SYMBOL (MIN. 14 1/2 6AL5E . EXI5T1N& Io'MTAx.G. To c. W/MAX. b" MESH - - - PA IN ACCORDANCE WITH THE PROVISIONS OF THE USEPA GENERAL PERMIT, CONSTRUCTION ACTIVITIES WILL INCLUDE CLEARING AND GRADING OF THE STORMWATER MANAGEMENT AND EROSION AND SEDIMENT CONTROL MEASURES SITE AND THE CONSTRUCTION OF THE PROPOSED RESIDENCE INCLUDING BUT NOT LIMITED TO THE FOLLOWING SHALL BE EMPLOYED DURING WITH THE ASSOCIATED PAVING, AND LANDSCAPING IMPROVEMENTS, 36" MIN. L.ENOTH FENCE EXISTING_f FILTER MOUNTABLE CONSTRUCTION. CONNECTION TO EXISTING SEWER SYSTEM, STORM DRAINAGE SYSTEMS AND POSTS DRIVEN MIN. 16" 6ROUtND CLOTH PROFILE � JRV THE NECESSARY PUBLIC UTILITIES. ALL IMPROVEMENTS CONFORM TO STATE, (OPTIONAL) 1. EXISTING VEGETATION TO REMAIN SHALL BE PROTECTED (BY INSTALLATION OF COUNTY AND LOCAL STANDARDS AND SPECIFICATIONS. INTO ���� 50'MIN. CONSTRUCTION FENCE OR OTHER APPROVED MEANS) AND SHALL REMAIN UNDISTURBED). ; fH6FIT OF PU.1Ht L' % =16 MMM. , w 2. CLEARING AND GRADING SHALL BE SCHEDULED SO AS TO MINIMIZE THE EXTENT L �L yj �- EXISTING O r OF EXPOSED AREAS AND THE LENGTH OF TIME THAT AREAS ARE EXPOSED. w z GRADED AND STRIPPED AREAS SHALL BE KEPT STABILIZED THROUGH THE USE OF � �� y `�' `�' 0 y y � � � z 12"IN. � O Cnr TEMPORARY SEEDING AS REQUIRED. SEED MIXTURES SHALL BE IN ACCORDANCE �ti y �, y �' y •.v �' EXISTING a o 5 X GENERAL SEQUENCE OF SITE ACTIVITIES: PAVEMENT WITH SOIL CONSERVATION SERVICE RECOMMENDATIONS. jPr=R5PEGTIVE VIF..W r CV 0 3. THE LENGTH AND STEEPMESS OF CLEARED SLOPES SHALL BE MINIMIZED TO 1. INSTALLATION OF PERIMETER EROSION CONTROL MEASURES PLAN VIEW 7- V ao O w O REDUCE RUNOFF VELOCITIES. RUNOFF SHALL BE DIVERTED AWAY FROM CLEARED (SILT BARRIERS, CONSTRUCTION ENTRANCE, ETC36„ MIN. FTSE POST -� O w .-i W(Az o SLOPES. h1DYi=N WIRE FENCE (MIN. 14 I/2 [-{ '-' o`C� 2. CLEARING AND ROUGH GRADING, STOCKPILE OF TOPSOIL AND BACKFILL SAUCE W/MAX. b' MESH F""I ¢'-0 4. SEDIMENT SHALL BE TRAPPED ON THE SITE AND NOT PERMITTED TO ENTER MATERIALS. SPACAN6) WITH FILTER CLOTH O �..� j w o En ADJACENT PROPERTIES OR PUBLIC ROADS OR DRAINAGE SYSTEMS. SEDIMENT GONSTRUGTI ON 5PEG I F I GATI ONS of BARRIERS SHALL BE INSTALLED ALONG THE LIMITS OF DISTURBANCE PRIOR TO THE FFL`OW. v O N w a Q N a. START OF CONSTUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION IS 3. INSTALLATION OF SITE UTILITIES. UNDISTURE3EEl7 GROUND 1.5TONE SIZE -USE 2'STONE,OR RECLAIMED OR PZ-CYCLED CONCRETE EQUIVALENT. �"� o o C w COMPLETE. 4. CONSTRUCTION OF BUILDING. COMPACTED 5011~~ � 2.LENGTH-NOT LE551•HAN 50 FEET(EXCEPT ON A 5IM16LE RESIDENCE LOT WHERE 5. A STABILIZED CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT 5. INSTALLATION OF PAVEMENT. EMBED FILTER CLOTH A 30 FOOT MINIMUM LENGTH WOULD APPLY). Cf) Z o F J SOIL AND LOOSE DEBRIS FROM BEING TRACKED ONTO LOCAL ROADS. THE // v O I-Uj U CONSTRUCTION ENTRANCE SHALL BE MAINTAINED UNTIL THE SITE IS PERMANENTLY A MIN. OF 6" IN GROUND. 1�i w 0 S 3.THICKNESS-NOT LESS THAN SIX(b) INCHES. Z DC a w 6. FINE GRADING AND VEGETATIVE STABILIZATION (TOPSOIL, SEED, SOD}. Lj---r 0 O a w z STABILIZED. SEGTIQN VIEW 4.WIDTH- TP ELVE 02)FOOT MINIRH,BUT NOT LESS THAN THE RILL MOTH AT x � ;4 �' w B o w 7. INSTALLATION OF LANDSCAPING IMPROVEMENTS. POINTS WHERE INGRESS OR EC-RE55 OMP5.TEEN Y-T=OUR(24)FOOT IF SINGLE � a � �w � o .z o 6. ALL RUNOFF SHALL BE RETAINED, ON-SITE IN ACCORDANCE WITH LOCAL G II�� 5 �T� Z O w a 0 z REGULATIONS AND APPROVALS. DRAINAGE INLETS INSTALLED ON-SITE SHALL BE GONSTizUGTI ON SPG I I Gt'tTI ONS EMRANGE TO 5111~. F.+� PROTEDTED FROM SEDIMENT BUILDUP THROUGH THE USE OF APPROPRIATE INLET 1.WOVEN WIRE FENCE TO 13E FASTENED 5EG4JRELY TO FENGE P05T5 WITH WIRE TIES 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OO W j v o z U PROTECTION. OR STAPLES.P05TS SHALL BE STEEL EITHER 'T" OR 'TYPE OR HARDWOOD. OF STONE. � �-. x > 5 w 5 7. APPROPRIATE MEANS SHALL BE (USED TO CONTROL DUST DURING CONSTRUCTION. a' Z r r 3 2.FILTER CLOTH TO BE TO BE FASTENI=U SECURELY TO WOVEN WIRE b.5URFAGE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- z d- , ,I � z v�5TRUGTION ENRANGE5 5HALL 13E PIPED AM055 THE ENTRANCE IF PIPING15 tiFENCE WITH TfE5 SPACED EVERY 24'AT TOP AND MID SECTION. H z Q of Z 8. SEDIMENT BARRIERS AND OTHER EROSION CONTROL MEASURES SHALL REMAIN IN IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 5LOPE5 WILL 13E PERMITTED. ¢ a 0 PLACE UNTIL UPLAND DISTURBED AREAS ARE PERMANENTLY STABILIZED. FENCE SHALL BE WOVEN WIRE, 12 I/2 GAUGE,b MAXIMUM MESH OPENING. '� F 1.MAINTENANCE-THE ENTRA GE SHALL BE MAINTAINED IN A GONDITION WHICH WILL Q x o�o FOLLOWING PERMANENT STABILIZATION, PAVED AREAS SHALL BE CLEANED OF SOIL 3.WHEN TWO 5E6TION5 OF FILTER CLOTH ADJOIN EACH OTHER THEY 54ALL 13E OVER- a U)z 5 AND DEBRIS AND DRAINAGE SYSTEMS SHALL BE CLEANED AND FLUSHED AS NECESSARY. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT5-OF-WAY,ALL w w 0 LAPPED BY 51X INGHE5 AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO RUBLIG R16HT5-OF-WAY w w m w 9. PROPER MAINTENANCE OF EROSION CONTROL MEASURES IS TO BE PERFORMED AS MIRAFI 1004 STABILINKA T14ON,OR APPROVED EQUIVALENT. MU5T BE REMOVED IMMEDIATELY. "3 J a 0 INDICATED BY PERIODIC INSPECTION AND AFTER HEAVY OR PROLONGED STORMS. 4.PIZEFA6RIGATED UNITS SHALL 13E 6EOFAB,ENVlROF1=NCE,OR APPROVED EQUfVALENT. 8.Wf�IN WASHING(5 REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH � a>o MAINTENANCE MEASURES ARE TO INCLUDE, 13UT NOT LIMITED TO, CLEANING OF 5TONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. (n 0�V) RECHARGE BASINS, SEDIMENT TRAPS AND DRYWELLS, CLEANING AND REPAIR OF 5.MAINTENANCE SHALL BE PERFCRMED AS NEEDED AND MATERIAL REMOVED WHEN 0 SEDIMENT BARRIERS, REPAIR OF BERMS AND RUNOFF DIVERTERS. AND CLEANING -T 'BUL6E5"DEVELOP IN THE SILT FENCE. g.PERIODIC lML'EGTtON AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH r..� _ AND REPAIR OF INLET PROTECTION IDEVICES. o az- � in U5.DEPARTMENT OF A6RIGILTURE U5.DEPARTMENT OF AGRIGILTURE STABILIZED ear Yee 10. DURING CONSTRUCTION, THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL NATURAL RESOURCES CON5ERVATION SERVICE SILT NATURAL RE5MRGE5 CONSERVATION 5ERVIGE REGULATIONS CONCERNING THE DISPOSAL OF SOLID WASTE AND DEBRIS AND NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GMERVATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATiON CONSTRUCTION REVISIONS TOXIC AND HAZARDOUS WASTE, AS WELL AS SANITARY SEWER AND SEPTIC NEW YORK STATE SOIL 4 WATER CONSERVATION COMMITTEE FENCE NEW YORK STATE 50IL 4 WATER GONSERVATION GOMMITTEE ENTRANCE REGULATIONS. 12-26-16 HXP-FRAME UNLESS OTHERWISE DIRECTED BY THE OWNER, THE CONTACTOR IS RESPONSIBLE CF FpG� F( T 2"X4" FOR MAINTAINING THE NECESSARY RECORDS OF CONSTRUCTION ACTIVITIES. rs �ylys 0A_ PREPARATION OF INSPECTION REPORTS AND REPORTING RELEASE OF POLLUTANTS TO THE PROPER AUTHORITIES AS NECESSARY TO COMPLY WITH THE NATIONWIDE •��, STAKE � � 3 SWPPP NECESSITATED BY FIELD CONDITIONS OR CONSTRUCTION ACTIVITIES TO THE ENGINEER FOR REVISION OF THE SWPPP WHERE APPROPRIATE. ~ FABRIC-� ox- p A'1'4 8, s`59• A�`��FN ��TjQ �� I I D v v OA 1p ��'p �� � F F �sF'O�io sap•� N STR DROP INLET BMEV FA8RIG P� ��% '<<c' so• <c �c T' Fc - WITH GATE F PAPE G�P ^�1 04, o,-A �� �• q/�. STABILIZED CONSTRUCTION �J yoCcilS'gN o�4'O,� ENTRSEEANCDETAILE 50.0' F, A� 62 c COQ O,oS• qA o Q� 6ATIER ME% AT CORNERS48 ( I l y. v •Q�, QQ F GON5TRUGTI ON 5PEG I F I GATT ON5 A'�o �s�' yoST F Off, QUO I.FILTER FABRIC SHALL HAVE AN E05 OF 40-85.BURLAP MAY BE 115E0 FOR 51­1ORT F�1 70• TERM APPLICATIONS. A 10 ��'r ao��'F ,3 �CF o M/y � SOIL STOCK 2.OJT FAWILL BRIC OM A OVERLAPPED CONTINUOUS NEXT STAKE.ROLL TO TE JOINTS. IF JOINTS ARE 1N�DED H PILE 3.STAKE MATERIALS WILL BE STANDARD 2'x 4'WOOD OR EQUIVALENT. METAL WITH A�' 3) 00 SEE DETAIL A MINIMUM LENGTH OF 3 FEET. yoOT 0 `�' p�• 4.5PAGE 5TAKE5 EVENLY AROUND INLET 3 FEET APART AND DRIVE A MINIMUM IS W F F GAF- S ,moo ?00, Cp INCHES DEEP.SPAN5 GREATER THAN 3 FEET MAY BE BRIDGED WITH THE USE OF HIRE MES14 THE FILTER FABRIC FOR S"ORT. U ?OHF 00 G� O ND3 sETg � 5.FABRIC 5HALLHIND 13E EMBEDDED I FOOT MI 14H 13ELOH C-ROUND Ate?BACKFILL®. IT O Z Nr �Y `aSHAM BE 5EUIRELY FASTENED TO THE STAKES AND FRAME. w 8 A O �l� b.A 2'x 4" WOOD FRAME SHALL BE WMII tETED AROUND THE CREST OF THE FABRIC Q T^ rV,qO' Qs S2. OuOV. v v FOR OVER FLOW 5TABILITY.MAXIMUM DRAINAGE AREA I ACRE ra ~---� +`� �• ��' U.S.DEPARTMENT OF A6RIGIILTURE FILTER FABRIC U SNF ,Nsr ,11-3 ��' v�,�- NAnRAL RE50URGE5 CONSERVATION SERVICE DROP INLET O W Z �NS�pA<< SALT C>` _��- �� NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL GONSERYATIGN a 0 cF Al, N E of e� NcE •'� <v `p v NEW YORK STATE SOIL 4 WATER CON5ERVATION COMMITTEE PROTECTION O lU a � oiMo �O J� a `„� � Q < �VIZq Cb 7S TO BE L)"FERE TOPSOIL 6INCCE55W FM RESMIN6 NOTE5r N7 � 0 4 VE6ETAT1N6 D15TJFSW AfS%.T9fVRARY STOCXPILE 1. AREA GFIY--a fOR STO"LiN&OPMT10N5 SPALL V feet V '�1Y) u'CF m yKECCKINON�TATIVE C4 ,AMD .SEP*M 2- MA)M4H SLOPE OF STOCMLE SPALL BE 2:1. 4 22'S7»w �-nEun, y^f y�f #4 Z •1Rl�F'PiN BARROZ52 THE STMILIZATION HE ` ' S) 3. UPON 60/FLETION OF SOIL 5TOGKPIUN6,PAC.H PILE "' Com RV���T OF� R 5 AB����OR� SHEET TITLE MHWM TIE LINE V � STABILIZE ENTIRE PILI= _2 S84'02',38 84. WITH�AT1ON OR COVER y .., I SLOPE OR LESS EROSION CONTROL PL AIN 02 38„W SURVEY PREPARED BY: 122.21' PECONIC SURVEYORS, P.C. w �. cERnnED T!? \ � T� •v .v .t. y •v .v v CHARLES w. (MIMES \�� 1 \L1 11,BRENDA GRIMES y WG NA77ONAL nTLE INSURANCE COMPANY w w W AREA= 38,595 SQ. FT. Nw TO TIE LINE SILT FBNGE ELEVATIONS AND CONTOUR LINES ARE REFERENCED FROM NAIAD 88 f DATE. 501L 5TOCKP I LE 1A JULY 10, 2017 FLOOD ZONES FROM FIRM 36103C0162HNTS ` ,nom ;, � � PROJECT NO. 1645 The location of public water, wells and cesspools shown hereon are - E ' from field observations and or from data obtained from others. .. �i. SHEET N0. OF 2 OF 11 r CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2 (1) GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN SNOW SPEED TOP03RAPHIC SPECIAL WIND WIND-BORNE DESIGN FROST LINE. UNDERLAYOOD - LOAD (MPH) EFFECTS REGION DE93RIS ZONE CATEGORY WEATHERING DEPTH TERMITE DESIGN RENT HAZARDS FREEZING ANNUAL TEMP REQUIRED INDEX TEMP N.Y.S. BUILDING CODE REFERENCES GENERAL NOTES: MECHANICAL NOTES: 20 PSF 130 MPH No No ZONE 1 g SEVERE 3 FT. HEAVY YES NO 618 52.1 MODERATE TO ii THE FOLLOWING CODE SECTIONS ARE PROVIDED FOR ALL WORK SHALL CONFORM TO THE 2015 INTERNATIONAL RESIDENTIAL CODE AND 1. ALL MECHANICAL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH REFERENCE ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE THE 2016 NYS UNIFORM CODE SUPPLEMENT. THE N.Y.S. ENERGY CONSERVATION CHAPTERS 12 THROUGH 24 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE FOR COMPLYING WITH ALL APPLICABLE CODE SECTIONS OF THE CONSTRUCTION CODE, AND ALL LOCAL CODES AND ORDINANCES. AND SHALL BE PERFORMED BY LICENSED CONTRACTORS. RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL ORDINANCES. 2. MECHANICAL CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND ALL CONTRACTORS SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL SYSTEMS DESIGN LOAD CRITERIA DESIGN CRITERIA GLAZING- 8308 AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. EXCEPT AS INDICATED IN SECTION 8308.1, EACH PANE OF SYSTEMS AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. FLOORS - LIVE LOAD: 40 PSF / DEAD LOAD: 10 PSF BASIC WIND SPEED = 130 MPH z< GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN FLOORS - LIVE LOAD (SLEEPING AREAS): 30 PSF / DEAD LOAD: 10 PSF GROUND SNOW LOAD = 20 P.S.F. SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURER'S CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS �"?.� r'!1fi`� � ��+ „�,a Ocn OR INSTALLER'S LABEL, DESIGNATING THE TYPE AND THICKNESS AT THE JOB SITE AND SHALL ADVISE ARCHITECT IN WRITING OF ANY ROOF - LIVE LOAD: 20 PSF / DEAD LOAD: 10 PSF TERMITE INFESTATION = MODERATE TO HEAVY OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT DISCREPANCIES PRIOR TO START OF WORK. GROUND SNOW LOAD = 20 P.S.F. r htr t 01"S m,!, c�e+ir1��t 7G5.15B =°1" t- o ':. flll QP + tfsNl�, DECAY PROBABILITY = SLIGHT TO MODERATE «+ '_ n, Ilip!r s Cert ; CV � >- COMPLIES, WHICH IS VISABLE IN THE FINAL INSTALLATION. THE r • .Fr, 1�� of lib ;�+a�a7 °' ¢ +�.,? LJ O o w LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, PLUMBING NOTES CONCRETE CLASSIFICATION - SEVERE 4 w EMBOSSED MARKED, OR SHALL BE OF TYPE WHICH ONCE ARCHITECT HAS NOT BEEN RETAINED FOR NOR IS RESPONSIBLE FOR ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS (TABLE 8301.7) EXPOSURE CATEGORY EXPOSURE B w `" ' w(nz o JOB SUPERVISION OR INSPECTION OF WORK. 1. ALL PLUMBING WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH .-� a z W APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED. CHAPTERS 25 THROUGH 34 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE RAFTERS: L/180 [� w O��_j AND SHALL BE PERFORMED BY LICENSED PLUMBERS. INTERIOR WALLS AND PARTITIONS: H/180 w w HUMAN IMPACT LOADS - R308.3 _ THESE DRAWINGS SHALL NOT BE USED FOR CONSTRUCTION UNLESS SIGNED INDIVIDUAL GLAZED AREAS INCLUDING GLASS MIRRORS IN HAZARDOUS AND SEALED BY THIS ARCWIIECT. CHANGES, ALTERATIONS, REVISIONS OR FLOORS AND PLASTERED CEILINGS: L/360 LOCATIONS SUCH AS THOSE INDICATED AS DEFINED IN SECTION R308.4 2. SANITARY WASTE PIPING SHALL BE PVC SCHEDULE 40. O N z ¢a N a REUSE OF THESE DRAY+Ii�w WITHOUT THE WRITTEN APPROVAL OF THIS ARCHITECT ALL OTHER STRUCTURAL MEMBERS: L/240 PP�30V D AS NOTED �} SHALL PASS THE TEST REQUIREMENTS OF CPSC 16CFR, PART 1201. VOIDS SIGNATURE AND SEAL OF SAME. 3. DOMESTIC WATER PIPING SHALL BE COPPER TYPE "L". EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES: L/120 Q'i o o^w GLAZING SHALL COMPLY WITH THE: CPSC 16CFR, PART 1201 CRITERIA DATE: .2 B.P•# v Q � � Q N z m FOR CATEGORY I OR CATEGORY II AS INDICATED IN TABLE R308.3. 4. PLUMBING CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND -► WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL SYSTEMS PEE' BY: j 0 5 m U ir EMERGENCY ESCAPE AND RESCUEOPENINGS - R310 AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH THE CODE. 1:'�TIFY BUILDING DEPART---r _._.. W a x ut 30 BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL LARGER SCALE DETAILS SHALL TAKE PRECEDENCE OVER HAVE AT LEAST ONE OPENABLE EMERGENCY ESCAPE AND RESCUE SMALLER SCALE DRAWINGS. I`S 1 h1�2 8 AM TO 4 PM FGf To i 0 � O z w z OPENING. WHERE EMERGENCY ESCAPE AND RESCUE OPENINGS ARE ELECTRICAL NOTES: r "^Y " � C4 0>O w PROVIDED THEY SHALL HAVE A SILL HEIGHT OF NOT MORE THAN CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATELY BRACING Fu_wO�J(PaG iN,Pcu;E�.I<S: z 1. F��UNDATION - T'�t'� REOU'�ED E"-� w W p t- o z 44 INCHES ABOVE THE FLOOR. AND PROTECTING ALL WORK DURING CONSTRUCTION AGAINST 1. ALL ELECTRICAL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH ABBREVIATIONS: F`GR POURED CONGFIEi : w z W wn Q DAMAGE, BREAKAGE, COLLAPES, DISTORTION AND MISALIGNMENT LEGEND: 4 h/�t i^+, rn , O m Z..=O z ACCORDING TO THE APPLICABLE CODES, STANDARDS AND GOOD CHAPTERS 35 THROUGH 43 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE ^-��AMI tG & PLU�'BFNG 0 x v MINIMUM OPENING AREA - R310. .1 RESIDENTIAL CODE AND SHALL BE PERFORMED BY LICENSED CONTRACTORS. BP BEARING PARTITION 3. INSULATION ~' a+ z F5 rw-5 3 ALL EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A PRACTICE. , _I W d In=a Q 2. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CERTIFICATIONS, CALCULATIONS AND EXISTING PARTITION TO REMAIN CL CLOSET 4. FINAL - COh._i nv\.I.ON MUST 'd- �-] z w MIN. NET CLEAR OPENING OF 5.7 SQUARE FEET. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY AND CO CLEANOUT f` W ti ag W (EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. NET CLEAR REQUIRED FLASHING AND CAULKING FOR A COMPLETELY WATERPROOF AND DOCUMENTATION AS REQUIRED BY THE LOCAL BUILDING DEPT. THAT ALL SYSTEMS NEW PARTITION CONC CONCRETE BE COMPLETE FOR C.O. � E, a a Q zo OPENING OF 5 SQUARE FEET.) JOB IN ACCORDANCE WITH PROPER STANDARDS OF GOOD WORKMANSHIP. AND EQUIPMENT HAS BEEN INSTALLED IN ACCORDANCE WITH TRL CODE. ALL CONSTRUCTION SHALL MEET THE � � F FLASHING SHALL CGvIPLY WITH APPLICABLE CODE SECTIONS _ D DRYER REQUIREMENT S OF THE CODES OF NEW x b F v MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24" WINDOW FLASHING SHALL. CONFORM WITH ASTM E2112 STANDARDS. 3. ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N.Y.S. -- EXISTING PARTITION TO BE REMOVED DW DISH WASHER a j z FAI FRESH AIR INTAKE YORIt STATE. NOT RESPONSIBLE FOR <J z w MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20" RESIDENTIAL CODE AND ITS REFERENCED STANDARD NFPA 70-99. LAVATORY DESIGN OR CONSTRUCTION ERRORS. z 7777777 CONC. FOUNDATION WALL L ¢ v EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERABLE CONTRACTOR SHALL PATCH ALL DAMAGED AND DISTURBED SURFACES GFCi OUTLETS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION E3802 MS olvIARBLE SADDLE -z O TO MATCH EXISTING ADJACENT SURFACES. PROVIDE SMOKE DETECTORS AND CARBON MONOXIDE ALARMS IN ACCORDANCE a"§o FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. DUPLEX OUTLET NIC NOT IN CONTRACT W w WITH SECTION R314 & R315 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. NTS NOT TO SCALE w a w STAIRS - R311.7 CONTRACTOR SHALL ASCERTAIN STRUCTURAL INTEGRITY OF ALL EXISTING �GFI DUPLEX OUTLET W/ P/C POURED CONCRETE O z STAIRS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR GROUND FAULT INTERRUPT COMPLY WITH ALL CODES OF I". F_o CONDITIONS PRIOR TO PLACING ADDITIONAL LOADS ON SAME. REF REFRIGERATOR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL $ WALL SWITCH (DIMMER) R&S ROD & SHELF NEW YORKSTATE & "�JVI�`N CODES r HEIGHT AND BELOW THE REQUIRED HEADROOM HEIGHT. OAK FLOOR SHALL BE INSTALLED PERPENDICULAR TO FLOOR JOISTS. RVROOF VENT HANDRAILS SHALL NOT PROJECT MORE THAN 4.5 INCHES . . ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR � 3-WAY WALL SWITCH (DIMMER) REQUIRED AND CONDITIONS OF S SINK REVISIONS WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL OVERHEAD LIGHT FIXTURE SD SMOKE DETECTOR �-4TOWNZBA HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL NOT BE CONCRETE NOTES: FRAMING NOTES: T&S TUB & SHOWER n„ _ -----� LESS THAN 31.5 INCHES WHERE A HANDRAIL IS INSTALLED P PULL CHAIN & LIGHT V.I.F. CONTRACTOR TO VERIFY IN FIEL'D-•- - ' - 7-10-17 ISSUED FOR BUILDING PERMIT ON ONE SIDE AND 27 INCHES WHERE HANDRAILS ARE ALL FOOTINGS SHALL REST ON SOLID, UNDISTURBED SOIL HAVING A STRUCTURAL LUMBER SHALL BE DOUGLAS FIR -LARCH NO. 2 GRADE WITH WC WATER CLOSET _ oj HOLD TOWN TRUSTEES PROVIDED ON BOTH SIDES. r $ SMOKE DETECTOR MINIMUM BEARING CAPACITY OF 2000 LBS. PER SQ. FT. MIN. BENDING STRESS OF 850 PSI. SPECIES HAVING KNOT,, AFFECTING 0 WD WOAD TREADS AND RISERS - R311.7.5__- __ STRENGTH SHALL NOT BE USED. ALL LUMBER SHALL BEAR GRADING MARKINGS WO ffl,,%LL OVEN --_---..�._ N.Y.S.DEC " WHERE SLABS ARE SUPPORTED ON FILL, THE FILL SHALL BE COMPACTED O CARBON MONOXIDE DETECTOR W WASHER THE MAX. RISER HEIGHT SHALL BE 8-1/4 AND THE MIN. XHCI EXTRA HEAVY CAST IROCCCUPANCY OR TREAD DEPTH SHALL BE 9". THE RISER HEIGHT SHALL BE IN 8" LIFTS, TO ACHIEVE 98� COMPACTION. ALL HEADERS SHALL BE (2) 2X10 UNLESS OTHERWISE NOTED MEASURED VERTICALLY BETWEEN [FADING EDGES OF THE IAT COLUMN ELOCATIONS�AJOINT MATERIAL AROUND HALDPERIMETER OF L HAVE INSULATION ABS VALUED DOUBLEOPENINGS. JOISTS UNDER ALL PARALLEL PARTITIONS AND AROUNDAL -----+� FLUORESCENT LIGHT FIXTURE c ADJAC ENT NTALTLRY BETWTHE EEN TREAD DEPTH SHALL PLANESBE OF MEASURED OF R-5 FOR BUILDING CONSTRUCTION. D HIGH HAT USE IS UNI-MA "s*�I k HORIZHE FOREMOST PROJECTION OF ADJACENT TREADS AND AT A CONCRETE SHALL BE TRANSIT MIXED, CRUSHED STONE AGGREGATE AND PROVIDE FIRE BLOCKING, BRIDGING, AND BRACING AS REQUIRED BY CODE. ® TELEPHONE JACK WITHOUT CER11FICATEE RIGHT ANGLE TO THE TREADS LEADING EDGE. THE WALKING SHALL DEVELOP TO MIN. SPECIFIED COMPRESSIVE STRENGTHS 028 DAYS SURFACE OF TREADS AND LANDINGS OF A STAIRWAY SHALL AS PER CHAPTER 4 OF THE RESIDENTIAL CODE OF NEW YORK STATE AND WOOD FRAMING CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON ® CABLE �� OF 0CO1 way BE SLOPED NO STEEPER THAN ONE UNIT VERTICAL TO AS LISTED BELOW. MAXIMUM SLUMP SHALL BE 5". STRONG-TIE CO., INC. CAT. NO. AS INDICATED ON DRAWINGS 48 UNITS HORIZONTAL (2 PERCENT SLOPE). THE GREATEST .- MINIMUM SPECIFIED COMPRESSIVE STREGIH - TABLE 8402.2 (SEVERE) � ' RISER HEIGHT WITHIN A FLIGHT OF STAIRS SHALL NOT EXCEED FLOOD LIGHT " THE GREATEST TREAD BASEMENT WALLS, FO'''NDATION WALLS, EXTERIOR WALLS, AND OTHER LAMINATED VENEER LUMBER (LVL) SHALL HAVE A MIN. BENDING STRESS � THE SMALLEST BY MORE THAN 3/8 . E G VERTICAL CONCRETE WORK EXPOSED TO WEATHER: 3000 PSI OF Fb 2850 PSI AS MANUFACTURED BY TRUSJOIST WEYERHAEUSER. FL � �`�'• r � DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". PORCHES, CARP N'k ';LABS AND STEPS EXPOSED TO WEATHER, _IHOSE FROST FREE HOSE BIBB AND GARAGE FLUOR SLABS: 3500 PSI (AIR ENTRAINED) WOOD IN CONTACT W/ CONCRETE, GRADE AND DECK LUMBER INCLUDING GIRDERS, POSTS, JOISTS, rj.ACAro!mG r.!!0,Wv.1n3 / HEADROQM - R311.7.2 ALL CONCRETE SHALL 9E AIR ENTRAINED. TOTAL AIR CONTENT SHALL NOT BE RAILS AND DECKING SHALL BE 0.40 pef ACQ TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF THE MIN. HEADROOM IN ALL PARTS OF THE STARWAY SHALLLESS THAN 5% OR M^nVE '^•IAN 7%d APPROVED TESTING AGENCY IN ACCORDANCE WITH SEC. R320.1 OF THE BUILDING CODE / rT� NOT BE LESS THAN 6 FEET, 8 INCHES MEASURED VERTICALLY ALL FASTENER SYSTEMS SHALL BE HOT-DIP GALVANIZED ,AND / OR STAINLESS STEEL. FROM THE SLOPED PLANE ADJJiOINING THE TREAD NOSING OR USE A615 GRADE 60 REINrORCEMENT BARS. CONCRETE SUBJECT TO FLASHING SHALL BE COPPER--TEX FROM THE FLOOR SURFACE OF THE LANDING OR PLATFORM. WEATHERING SHALL BE AIR ENTRAINED PER CODE. ELECTRICALNOTCHING AND BORING HANDRAILS - R311.7.6 STEEL REINFORCING BARS SHALL BE IN ACCORDANCE NTH A.S.T.M. A615 GRADE tNISPECTION REQUf i2D HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF 60 DEFORMED. RAFTERS - NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID-SAWN RAFTERS SHALL NOT BE EACH STAIRWAY WITH TWO OR MORE RISERS. HANDRAIL HEIGHT, CUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF MEASURED ABOVE THE STAIR TREAD NOSINGS, SHALL BE NOT MINIMUM LAP OF #4 REINFORCING BARS SHALL BE 20' AND FOR #5 BARS - 26". THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE RAFTER DEPTH. WHERE NOTCHES ARE / LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES. ALL MADE AT SUPPORTS, THEY SHALL NOT EXCEED ONE-FOURTH OF THE RAFTER DEPTH. HOLES �r- ll REQUIRED HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH c pp& r� ARE LIMITED IN DIAMETER TO ONE-THIRD THE RAFTER DEPTH AND THE EDGE OF THE HOLE V OF THE STAIRS FROM A POINT DIRECTLY ABOVE THE TOP RISER STAIRS HANDRAILS GUARDS SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. OF A FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER '.UMBER C, OF THE FLIGHT. ENDS SHALL BE RETURNED OR SHALL TERMINATE LOAD BEARING WALLS (INTERIOR & EXTERIOR) - NOTCHES IN EITHER EDGE OF STUDS SHALLW 0 IN NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT STAIRS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-311 NOT BE LOCATED IN THE MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER I EAD CCUs.,'*i�.r; TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2" OF THE RESIDENTIAL CODE OF NEW YORK. THIRDS OF THE STUD LENGTH SHALL NOT EXCEED 25% OF THE STUD DEPTH. BORED HOLES I '17ICATF OCCJ.t hr..Y OF THE STUD DEPTH AND SHALL NOT BE CLOSER THAN 5/8 N. TO / IqI ��nRI�I I--•I 1� ' BETWEEN THE WALL AND THE HIANDRAIL. HANDRAILS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-311 SHALL NOT EXCEED 40% 4F /i, . OF THE RESIDENTIAL CODE OF NEW YORK. THE EDGE. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CROSS-SECTION. I r� ' If! WATER GUARDS - R312 S , ' " 111'i i T•ESTIIt°t�� BM oijL � .a4;4.HING ,, PORCHES, BALCONIES OR RAISED FLOOR SURFACES LOCATED GUARDS SHALL BE CONSTRUCTED AND INSTALLED IN ACCORDANCE WITH SECTION R-312 JOT MORE THAN 30" ABOVE THE FLOOR OR GRADE BELOW SHALLOF THE RESIDENTIAL CODE OF NEW YORK. FLOOR JOISTS - NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID-SAWN JOISTS SHALL NOT BE L:" 1:•� L.EAD. HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDES OF CUT IN THE MIDDLE ONE-THIRD OF THE JOIST SPAN. NOTCHES IN THE OUTER THIRD OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" ABOVE THE THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE JOIST DEPTH. WHERE NOTCHES ARE r% FLOOR OR GRADE BELOW SHALL HAVE A GUARD NOT LESS MADE AT SUPPORTS, THEY SHALL NOT EXCEED ONE-FOURTH OF THE JOIST DEPTH. HOLES rr l� THAN 34EADS.IGHT MEASUI'.ED VERTICALLY FROM THE NOSING WOWS ARE LIMITED IN DIAMETER TO ONE-THIRD THE JOIST DEPTH AND THE EDGE OF THE HOLE I / 1)3W V OF THE YY SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES OF THE JOIST. / � ISL I =►iOCEED WITH p� �J REQUIRED GUARDS ON OPEN SLIDES OF STAIRWAYS, RAISED WINDOWS SHALL BE ANDERSEN SERIES A THERMO-PANE LOW E JOISTS SHALL BEAR DIRECTLY ON BEAMS, GIRDERS, LEDGERS OR LOADBEARING WALLS I {;^ t) I. -V kn z r~ _ SURVEY Q FLOOR AREAS, BALCONIES AND PORCHES SHALL HAVE INSULATED GLASS. CAT. # AS INDICATED ON DRAWINGS. OR BE SUPPORTED BY HANGERS OR FRAMING ANCHORS. JOIST BEARING SHALL NOT BE vJ•F O11:� ; i i''-•' OCATION �' O ' WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS LESS THAN 1-1/2 INCHES ON WOOD OR METAL OR 3 NICHES ON MASONRY. BEAMS INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES THAT DO I�'��HL�1t�OVED, O � r-••I NOT ALLOW PASSAGE OF A SPHERE a OR MORE IN DIAMETER. AND GIRDERS SHALL BEAR ON LOADBEARING WALLS, PILES, OR CONCRETE OR MASONRY �.rr WOOD o a o E c K RECOMMENDATIONS AND FLASHED IN ACCORDANCE WITH ASTM E 2112 STANDARDS.. FOUNDATIONS. -•rr W FIREBLOCKING_- 8602.8 ALL WINDOWS SHALL MEET OR EXCEED THE SPECIFICATIONS AS SHOWN FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED ON THE APPROVED ENERGY STAR COMPLIANCE CERTIFICATE (U FACTOR) RESTRAINT AGAINST TWISTING SHALL BE PROVIDED AT THE END OF EACH JOIST BY I R A-1 DRAFT OPENINGS (BOTH VERTICALLY & HORIZONTALLY) AND TO P On,�C4 f� SN / I FASTENING TO RIM, BAND JOIST, HEADRER, OR OTHER MEMBER OR BY USING FULL- �-��" FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND WINDOWS IN BUILD,NGS LOCATED IN WIND-BORNE HEIGHT BLOCKING BETWEEN FLOOR JOISTS ENDS. FASTENEPS FOR END RESTRAINT ( GARAGE WD• FAME z DWELLING BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING DEBRIS REGIONS SHALL HAVE GLAZED OPENINGS SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 3.1 (NAIL'NG SCHEDULE) SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE PROTECTED FROM WIND--BORNE DEBRIS PER FIN. FL. EI_EV 11.0' 41 FOLLOWING LOCA7IONS: a2•_g• IN CONCEALED SPACES OF STUID WALLS AND PARTITIONS, SECTION 8301.2.:,2 OF THE RESIDENTIAL CODE. BRIDGING - WHERE THE NOMINAL DEPTH-TO-THICKNESS i2�T10 OF A JOIST INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR GLAZED OPENING PROTECTION FOR WIND-BORNE EXCEEDS 6, BRIDGING SHALL BE INSTALLED BETWEEN JOISTS AT 8 FOOT INTERVALS. BRIDGING SHALL BE CROSS BRACES OF NOMINAL 1X3 LUMBER OR SOLID 2X LUMBER BUILDING ENVELDPE LEVELS. CONCEALED HORIZONTAL FURRED SPACES SHALL DEBRIS SHALL MEET THE REQUIREMENTS OF THEAND SHALL BE FASTENED N ACCORDANCE WITH THE NAILING SCHEDULE. ENTRANCE �• ALSO BE FiREBLOCKED AT INTERVALS NOT EXCEEDING 10 FEET. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER SHALL LARGE MISSILE TEST OF ASTM E 1996 AND OF DRIVEWAY f / ASTM E 1886. LUMBER SHALL BE LOCATED DIRECTLY OVER STUDS WHEN LSED IN CANTILEVER BE ALLOWED AS FIREBLOCKING IN WALLS CONSTRUCTED CONDITIONS SUPPORTING LOADBEARING WALLS. •� USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. EXCEPTION: WOOD STRUCTURAL PANELS WITH A TRIMMERS AND HEADERS SHALL BE DOUBLED WHEN THE HEADER SPAN EXCEEDS PROPOSED SANITARY SYSTE SHEET TITLE AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL MINIMUM THICKNESS OF 7/16 INCH AND A MAX. 4 FEET. HEADERS MORE THAN 6 FEET IN LENGTH SHALL EE SUPPORTED BY AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP SPAN OF 8 FT. SHALL BE PERMITTED FOR OPENING JOIST HANGERS OR FRAMING ANCHORS UNLESS THEY SEAR ON A PARTITION, BEAM, _ CEILINGS AND COVE CEILINGS. PROTECTION IN ONE AND TWO STORY BUILDINGS. OR WALL. TAIL JOISTS WHICH EXCEED 12 FEET IN LENGTH SHALL BE SUPPORTED �•kmpu IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE PANELS SHALL SE PRECUT TO COVER THE GLAZED ON FRAMING ANCHORS OR ON LEDGER STRIPS NOT LESS THAN NOMINAL 2X2 INCHES. WELLS ROAD TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. NAILING REQUIREMENTS SHALL BE AS PER NAILING SCHEDULE. GENERAL NOTES THE STAIRS SHALL COMPLY WITH SECTION R311. (UNDER ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE CORNERS - A MINIMUM OF FOUR STUDS SHALL BE PROVID[D AT EACH CORNER PLOT PLAN STAIR PROTECTION) WITH TABLE R301.2.1.2 OR SHALL BE DESIGNED TO IN AN EXTERIOR WALL. PLOT PLAN AT OPENINGS AROUND VENTS, PIPES AND DUCTS AT CEILING RESIST THE COMPONENTS AND CLADDING LOADS AND FLOOR LEVEL, TO RESIST THE FREE PASSAGE OF FLAME DETERMINED IN ACCORDANCE WITH THE PROVISIONSBUILDING CODE REFERENCES AND PRODUCTS OF COMBUSTION. OF THE BUILDING CODE OF NEW YORK. LIST OF DRAWINGS SCALE: 1 "=10' FOR FIREBLOCKING OF CHIMNEYS AND FIREPLACES, REFER TO REFER TO SURVEY PREPARED BY SECTION R1001.16 PECONIC SURVEYORS, P.C. DATE :3-28-17 ACCEPTABLE MATERIALS FOR FIREBLOCKING SHALL BE IN Al GENERAL NOTES, SCHEDULES & PLOT PLAN FOR ADDITIONAL INFORMATION ACCORDANCE WITH SECTION R602.1. A2 EROSION CONTROL PLAN ROOF COVERINGS - R905 A3 FOUNDATION PLAN ICE PROTECTION - 8905.2.7. A4 FIRST FLOOR PLAN AREA CALCULATIONS: z o PROVIDE AN ICE BARRIER CONSISTING OF 2 LAYERS OF UNDERLAYM£NT CEMENTED TOGETHER OR SELF-ADHERING POLYMER MODIFIED A5 SECOND FLOOR PLAN PROPOSED FIRST FLOOR {LIVING}: 2428 S.F. �' r, �` l DATE: BITUMEN SHEET IN LIEU OF NORMAL ST 24" INSIDE AND EXTEND FROM A6 ELEVATIONS PLUMBING RISER DIAGRAM PROPOSED GARAGE: 919 S.F. �� '�' ��' JULY 11 2017 THE EAVES EDGE TO A POINT A LEAST 24 INSIDE THE EXTERIOR '1'1� Cs" ' WALL LINE OF THE BUILDING. A7 ELEVATIONS PROPOSED SECOND FLOOR: 1556 S.F. PROJECT N0. A8 ELEVATI ON S 1645 A9 SECTIONS TOTAL LIVING AREA: 3984 S.F. SHEET N0. OF A10 SECTIONS, FASTENING SCHEDULE TOTAL AREA (DWELLING): 4903 S.F. 1 of 11 All DETAILS 7-11 -17 ISSUED FOR BUILDING PERMIT l" 1 94'-6" v Z< a 0Lo LU }i?o 37'-0" 16'-0" 16'-8" 8'-4" 16'-6" u a o, a z 0 '--+ tj 12" DIA. X 3'D MIN. °��° H ~�Li LINE OF DECK ABOVE CONC. PIER W/ "' Z Q c c (2) 2x10 GIRDER - CONT. EPB 44A CONN. & N W Q c 4X4 POST. (TYP.) w 12 D SPREAD FTG. W/ Q a Q N ADH2O30 7 -g 7'-90' 71-911 I #5 BARS 6 O.C. EW ., w W uo P ® - - - — - - ® - - - - - - - - -® P4 4 Z MQ� w zc " O \J a ` 4'-0I ` I X I �— —I I o = wun > O w L FUEL TANK I cv � i x , 5 o (2) 2X10 GIRDER - CONT. I �. I d O z= L WINDOW WELL .p I - - - - - - � I V-) p - l� ti Z Q LL -T a PER SEC. R310.2.3 0 N of 00 (o � I of o f SECEMEGR3SOCAPE & RESCUE WNDW I I _ STEP FTG. 30 DEGREE ANGLE OR REPOSE I I j I IN, I 1' a% w s cn a o c3 o F2.0 I Z>- Lo p I I I c) I I_ -I p J Q c STEP FTG. 30 DEGREE ANGLE OR REPOSE _ I =o=I = _ < �`_ i _I >c Ln coI ♦ �(2) _ Lli LLBOILER CHIMNEY x of �''' .75 X 9.5 LVL =SIZE PER BOILER — `` DESIGN r7 3 GIRDER CONT. DROPPED 3 I o c 12"D SPREAD FTG. W I d °. ^ I I I m = I m DROP FND WALL / I BOILER JF T 3 I = I ¢ D I a { — " FOR DR. #5 BARS 6 O.C. EW .. .. N N a a V.I.F REVISIONS :• '.. •. m In m 7-19-17 EMERGENCY WNDW I• •.I.. ..I; •.i. in � � � m WELL 00 fill I I I I I B � " Q I M oIn an In FII I I I I I F3.5 - - Qo � ( 00 � I I I 1 I �11 1 - x1 Lo F3.5 � I — — In W10 X 30 CdNT. GI DER DIkOPPED I I F2.0 F2.0 F- 6'_8„ I L— - -� I m L _ J o L _ -1 w I Q m o 7(3) 1.75 X 11.25 LVL 3 1.75 X � >o I I Q a GIRDER CONT. DROPPED L — — _ J( ) 11.25 LVL • F_ m GIRDER CONT. DROPPED o Q BASEMENT r I � w I 0 CO o Q 10 UTILITY SPACE ONLY I o o w j CRAWL SPACE '• I ( UNHABITIBLE SPACE A. (o (j o �z o I 00 o 0 0 0 a I I I I 00 > > m w z D I 0 I cn 4" DIA. STD STL I I cn o Z I I V 1 UNEXCAVATED ( PIPE COL. (TYP) I o� � I W I J w 4" DIA. STD STL PIPE COL. (TYP) w " I ( I m F3.5 — I � F3.5 — — m F3.5 — F3.5 O I O O — — — • W10 X 30 COINT. GI DER DROPPED W8 X 211 CONT.1 (2 SPANS) G1R R DROPPED I I W8 X 21 CONT. (2 ISPANS) GIRDER DROPPED I • I I I I I I °.: I II I I I W I : w � ►� 10 -11 L _ — J I L_w_ _ J L _ � J I 10'-4" 10'-4" 9'-3" 00 I • I w . W J Q •. » I m 3 3 Q o 311-4I 1 g,-8„ W I� : I z Z Q z z d " � I � o w I SCREENED E--� I o r- 0 � I LOUVERED I I cj r I _ o ^^ r`7° p 00 � w m VENT (TYP. FOR 6) X I m D I w DROP FND WALL FOR OH DR. DROP FND WALL FOR OH DR. 0 � I I o o � , I o i r I M O HDU4 ® ,. 0 1. Alt HOEDOWN 8 PC FOUNDATION WALL I — — — — — — cm 'CI" SEE DETAIL 16" X 8" PC FTG. W/ STEP FTG. 30 DEGREE ANGLE OR REPOSE d A < BELOW 2X4 KEY (TYP.) A A. .' —♦— — — A A—.. A m . . .,. ' . • d A A Q � w _ STEP FTG. 30 DEGREE ANGLE OR REPOSE --mot- 329-0$p 32'-0" 17'-6" 15'-4" 9'-0" 9'-0" SHEET TITLE 94'-6" FOUNDATION PLAN o FOUNDATION PLAN FOOTING SCHEDULE � I SCALE: 1/4" = 1'-0" MARK SIZE REINF. F2.0 24" X 24" X 12" NO REINF. REQ'D. v~S, )A o ANCHOR BOLT SPACING SHALL BE 36" O.C. t• F3.5 42" X 42" X12" 4—NO.5 EW BOT. _ „ DATE: ! REFER TO DETAILS DRAWING A11 FOR ADDITIONAL INFORMATIONHDU4 SDS3 � JULY 11, 2017 ALLOWABLE SOIL STRENGTH = 1.5 TSF MIN. �� : OF oit PROJECT N0. SSTB16 ANCHOR BOLT NOTE: CRAWL SPACE VENTS AND ACCESS SHALL 3 STUDS PER CORNER 1645 - BE IN ACCORDANCE SECTION 408 OF THE1 IRC DETAIL AT HOEDOWN SHEET NO. OF 3OF11 N.T.S. 7- 11 -17 ISSUED FOR BUILDING PERMIT 94'-6» O(n Y 37'-0" 16'-0" 18'-8" 8'-4" 16'-6" H N } O� w o: >`- o0 �NZ r__4a�WLd 1� wF=F-S La Q U � F-+ ��tL�w o W - 0 U � z �cq 04 Ohw A � a QNzM O J ! WIo UOV� S iE ATF3016 ATF3016 ATF3016 ATF3016 Z ,'�C' W Z>0 ACW3050 ACW3050 A H�3054 ADH3054 ADN3054 ADH3054 O ¢ Cr N Z�Z CENTER ON WALL DECK CENTER ON WALL ►�� a 0 q=z z w O zaioz l v' zaF� 15'-41$ - �J _ O �o-+ W j V p Z o ¢ 15'—10" �- �' '—' W Q 5�+ o LINE OF WALL ABOVE H Z Q w z ------LINE OF WALL ABOVE - - --- _ -- - - - --- - ---- -- — - 1 1. --- o Q �o o C i T_ � a_jwo 13'-0" OUTSIDE SIMILAR �i ATF3016-2 N _, o � o z j w SHOWER n 0 00 LINE OF DECK ABOVE APw6038 1 F— I t— I _j Q o --- --- -- ---------- d O to z z 0 0->0 4X8 - � SUNROOM � �' " o O (2) 1.7 C 11 175 LVL !D M O O w w z Y o-o r- STER BEDROOM • (2) 1.75 X 11.875 LVL BOILER CHIMNEY / I _ _ DR. (FLUSH) IFWTD-6020 FWTD-6020 I � C REVISIONS SIZE PER BOILER DESIGN FW060611PALR FW060611PALR BENCH TABLE BENCH 3.5 X 5.25 r 1 _ " » M 3'0 24 36 24 PARALLAM COL. �' 00 BP 3.5 X 14 PARALLAM {DROPPED BEAM 0 3.5 X 5.25 — O 01 DN 2'8 2'6" I PARALLAM COL. BP _ P RTI L BA cn E E T ❑ I �M o 1 2,$ C° I I ag 4'-0" GREAT ROOM LINE OF WALL ABOVE o IQ (�. — -------- -- ---- - -- -- -------� (.0 (j 2�4 51-6�� ~ o z I - O 00 _ c0 Li x l \ _j m I o WALK-IN 00 MASTER SHOWER o `f' 0 ❑ ° ¢ I (o I o CLOSET M BATH I 00 Q I I °D (V D i 00 El V) 1. x N co I BUTLER KITCHEN � '�M 0 0 1 i GARAGE I 6 —0 6'-2 P ]PANTRY M N N °D I 1 1 1 4'-0" I ""I 00 10 M o I I 6 i''-4» `q 04 5/8" TYPE 'X' GYP. BD. 2'8 -I 04 CLG & WALLS �'� 2'-11" 2'-11" O p 0 5" CONC. SLAB W/ 2'8 I 2'6" 3.5 X 14" PARALLAM CONT. .^ ... — — 3.5 X 14` PARALLAM CONT — a a DROPPED BM. BOXED 3.5 X 5.25 DROPPED BM. BOXED 6X6 10/10 W.W.M. BP u BP PARALLAM COL. {BOXED) (ELEV. 9.0') I i I UP R o HALL 10 .n CLOSET - -- - °' x > w _ � 6'- 0 UNDER - ax H \ X -- I STAIRS -- - -- 2 1.75 X 11.875 LVL HDR. FLUSH N „�,// _ _ n 2'8 2'8 X o -- ( ) -) 3'X6'8 W a 00 � - M \ O CJ - 1 �I SLOP Ew Uj © LINE OF BALCONY ABOVE �,,,�SINK i+) 00 (p w ui — 1.-4 d o❑ \ o FOYER Q M ' OPEN To FLOOR aeovE FAMILY RM. I. W W u - 1 - �,m r 0 o LAUNDRY RM. I r <o W N o o F--t 2 1.75I'H 14” LVL HDR. o (2) 1.75 X 14 LVL HDR. ( ) 1 o r 0VVV 1�-� TOILET I DINING RM. 00 Z 0 Z W P ' 1 O'W X 8'H OH DR. 10'W X OH DR. „ Q w a °' ��- Q I ( - 11 P—29f 5P-40t 15 ._4 �rn cn I I o 8'-4" 3'0 S.C. DR. w/ 2' s.L. 11'-0" o i I I I I COUNTER (2) 1.75 X 11.8175 LVL HDR. LANDING w^ . I I I I ►� CENTER ON WALL h-+� L -------------- , L --- - ---- - -- --J ADH2648 DHP31046 ADH2648 ADH2640 ADH2640 ADH2640 CEINTER ON WALL I I ACW3050 �1 LINE OF ROOF ABOVE J pp . � W ENTRANCE Q v SHEET T11TLE 4'-0" 10'-0" 4'-0" 10'-0" 4'-0" 3'-0" 5'-9" 5'-9" 3'-0" 7'-8" 7'-8" 5'-10" 5'-10" FIRST FLOOR PLAN t 32'-0" 17'-6" '15'-4" 9'-0" 99-0" 11'-8" 94'-6" P, ^' e NOTES: �� c� y ELECTRICAL WORK SHALL COMPLY WITH PART VIII -- ELECTRICAL OF THE N.Y.S. ALL HEADERS SHALL BE (2) 2X10'S UNLESS OTHERWISE NOTED °�� ;.�,�,� t•'Y DATE' RESIDENTIAL CODE AND ITS REFERENCED STANDARD NFPA 710-99. JULY 11, 2017 FIRST FLOOR PLAN GFCI OUTLETS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION E3802 ALL FINISHED FLOORS SHALL BE AS SELECTED BY OWNER 01 �''`'' PROJECT NO. 0PR IDE S OKE DETECTORS AND CAR�,ONMONOXID�_AL�RMS IN ACCORD�4NCE 1645SCALE: 1/4" = 1'-0" rTTH S 10 — F T yj'Ie--Nr aL CODE- FI RST FLOOR CLG. H GT. 10 --0 3367 s.f. X � SHEET N0. OF 3.5 X 3.5 PARALLAL COLUMN 4 OF 11 b _ UNLESS OTHERWISE NOTED 7-11 -17 ISSUED FOR BUILDING PERMIT 6Z- V . w U Z~ z;� 0N� 94'-6" 5 Y . >-Lo » 25'-0" 16'-6" fV w r 37'-0„ 16'-ow 0n Ix czo Q.Zw Wos FF-Z) xao Ww lovwi � c) 'n4Qoa (ON zzorw M 'ZNZm n 0 U4f= hrL/15=U o a wQ�nF- d O Nwz LINE OF WALL BELOW LINE OF WALL BELOW �i P. 0��m DECK BELOW ____ ►--) a w w O �cioz I I I > 0 x > �0oZ w5 d ACW3040 ACW3040 Z z uw ACW3040 ACW3040 ® F" Z aa<o ® a U.1 Na CENTER ON WALL Q <w Z w CENTER ON WALL Q� a z>=> 15'-4" -10 3'6"H RAILING a Q In C I SIMILAR 2X8 C.J. 16" O.C. 0 r==rz ao I oo 2X8 C.J. 16 O.C. LINE OF WALL BELOW � - N � rREVISIONS LINE OF WALL BELOW ® ❑ _ x o DECK o r, BEDROOM N 2 o I r- 04 I (2) 3.5X3.5 2'8 °J 00 � BEDROOM NO. I07'-4» - - PARALLAM N� 7'-4" 10'-4 (2) 1.75 x 11.25�.{F sH) I COL. 100 7" X 11.875 ALLAM (FLUSH) — — — OI I O 04 f ` w 5'-0„ CD o 10L/Y\NV FWTD-6020 o FWTD-6020 6'H KNEEWALL U FW06068PALR Q FW06068PALR U m (0 00 4CLOSET00 �I X - ( 2'8 04 to SHOWE N � d 2'8 1 c� 0 2,8 � o o CLOSET CLOSET _ N 4'-10" o <0 x ! Q o RIDGE: 3.5 X 11.875 PARALAW-, D 31-4„ x = R15 BATT INSUL. �~-� BALCONY }•••� 2'8 BP a r- � '�S z n ATTIC I B P 2x12 c.J. 16" o.c. J �J W N 12 A.F.F. a _j Rnmf IMMIX MOM - UNHEATED I ATTIC d /-� o i NN, I L9 I x UNHEATED I DN = z Ln 04 18 R w m 6'H KNEEWALL N `1 ACCESS Q O/ 6'H KNEEWALL 3'0"H RAILING CO DR. W al ACCESS R15 BATT INSUL.. R15 BATT INSUL. wll DR. -i f I I I I /`—� I I I I 6'H KNEEWALL < EXERCISE AREA ATTIC l I VAULTED CLG. Q UNHEATED I W I = Q lk � OPEN TO FLOOR BELOW c? z 0 �q CENTER ON WALL ^ r0 ACW3050 Q� ACW2048 DHP31 48 ACW2048 V� CENTER ON WALL I ^ �.L{ I JP STANDING SEAM MTL. ROOF STANDING SEAM MTL. ROOF CENTER ON WALL I� LINE OF WALL BELOW iACW3050-2 ROOF BELOW ED — LINE OF WALL BELOW ACW3050 I---- ------ ---- HDU4 L ------ --- ---� u- HOLDOWN 1ST-2ND FL. m SEE DETAIL DiWG. A10 Q W 9'-0" 14'-0" 26'-4„ op 15'-6" 9'-0" 9'-0" 11'-8" SHEET TITLE SECOND FLOOR PLAN 94'-6" ELECTRICAL WORK SHALL COMPLY WITH PART VIII - ELECTRICAL OF THE N.Y.S. RESIDENTIAL CODE AND ITS REFERENCED STANDARD NEPA 70-99. FLOOR PLAN GFCI OUTLETS SHALL BE PROVIDED IN ACCORDANCE WITH SECTION E3802 SECOND CARBON MONOXIDE ALARMS IN ACCORDANCE PROVIDE SMOKE DE-TECTORS AND © DEV,yWI L SE 10N-R3�3 THE 010 N. RES TI --BODE S.F. SCALE: 1/4H��T 1556 " a DATE: ALL HEADERS SHALL BE (2) 2X10'S UNLESS OTHERWISE NOTED �" h.� �. JULY 11, 2017 /I 1 4 CIA`�`. PROJECT N0. SECOND FLOOR CLG. H GT. 8'-01) f ^ v� 1645 SHEET NO. OF ® 3.5" X 3.5" PARALLAL COLUMN _ — NOTED 5 OF 11 UNLESS OTHERWISE7 11 17 ISSUED FOR BUILDING PERMIT I- 1 Z liu) 0LnY >ilf 4\ LLJ r4 cv ir r PV 0 CL Gw L --1 a z w w H2:D f.-Q U w w W O v) LINE OF F.F.. WALL BELOW LINE OF F.F. WALL BELOW — r l C) z 0-Q o 0 �./ a N W nom- a QCL a 04 N2: � z V 00 W r[� v OS�U�r o �a� � z Z w (�+ �} 0 2 V] Z a w° a� 11 ! I I o z wwooz I I W z P�-- C I LINE OF WALL BELOW I ( z z 0 W J Z�uz I I ! II I I w��Q 2X8 RAFTERS 2X8 RAFTERS 2X8 RAFTERS o 2X8 RAFTERS ��//. a 5�z s I � 16" O.C. i6" O.C. I I I I 16" O.C. a 16" O.C. W 1 z�j w x Q m "� Jz0 El J m II II a>0 w DECK BELOW LINE OF WALL BELOW a o I w w Qf O I 1 ! 4 N II II �C14 x � I _ I 7=X 11.875 PARALLAM (FLUSH) T _ � � � - {2) 1.75 X 11.75 LVL (FLUSH) ._ REV�SIQNS I � KNEEWALL (BELOW) 1 1 I I ( 1 { `l II u- <Q N I I I a o ! N I BEARIN WALL BELOW BEARING WALL OW I o I � � � > � I �`I- < = I I I m N N x N I I 1 J ( -- — — 2 1.75 X 14 LVL CONT RIDGE LI x RIDGE: 3.5 X 11.875 PARALAM {2) 1.75 X 14 LVL CONT RIDGE X X X X ! W �,, I I I I Q ! I 11 1s l s 0 I � o v P +7l? I I I I m I I I I 1 < F w IN � ����/ � q > KNEEWALL KNEEWALL I ¢ o D I x D I I I2X6 RAFTERS 2X6 RAFTERS ( ( x I 2X12 RAFTERS 2X12 'RAFTERS I I 11 r l 1 I,I 16" O.C. 16" O.C. 1,1 I N 12" O.C. 12 O.C. V I , i 11 II � ! I z p , I II II i C w I 1 < � II Q Q o N � I GINE OF WALL BELOW — — — — L — J I I01" I I BEARING WALL BELOW BEARING WALL BELOW LINE OF WALL BELOW— r ~ o c� LINE OF WALL BELOW � V 1'^ o L` V o m a a <L- .NAVOF PLAN SCALE: 1/4" = 1'--0" SHEET TITLE ® 3.5" X 3.5" PARALLAL COLUMN UNLESS OTHERWISE NOTED ROOF P V o -J. � DATE: Al.' JULY 11, 2017 r. (11, ' Oz�1 PROJECT NO. 1645 SHEET N0. OF 6 OF 11 7-11 -17 ISSUED FOR BUILDING PERMIT SIZE FLUE PER E B _ TOP OF HIGH RIDGE F BOILER DESIGN A SIZE FLUE PER FIREPLACE DESIGN OI RIDGE VENT RIDGE VENT c DORMER w a RIDGE VENT RIDGE VENT F6% w o�`OTOP OF RIDGE 12 12 (�. N u GIN } w� 12AS SELECTED E` o�w ASPHALT SHINGLES 10 �10 jL1 a o�?W 10� wi= g ASPHALT SHINGLES x ' E- w o II''ii ASPHALT SHINGLES O '� a_j o RIDGE VENT � �..� z Q^m Qr Q ^ a ¢rvz ASPHALT SHINGLES - ',' Fn Z wog-, lui �� LAY-OVER / ELI /WFFF-- / o - a/ zW " >x:III / \ ROOF / \ / / 7") o O W a z M I O Gz, �?pw W O �-yqz \ / 12 \ / \ \ 0 pe) p� {Y a' z� FLASHINGL Ji 10 10 nj um,z a F--L p Dukj- - -- - - -- - -- - - - N �`' W Z ESQ I FIN FL. ATTIC ACW2048 DHP31048 ACW204a > N FLUSH W/ 2ND FL_ _ ----- — -------- tel, H o CEDAR SHAKES FIN. SECOND FLOOR ��' V►- > z v w �- ' "' <Z-a w0�mQ FRIEZE D. STANDING SEAM MTL. ROOF 1 -& „% �ui w RAKE STANDING SEAM MTL. ROOF STANDING SEAM M ROOF - RAKE i-LI ► z z 0 0 11 11 it 11 1 11 ft 11 If z aata wwww w w x www �n� --- -- 0 ti _� a' CEDAR SHAKES ��❑ I � o a o a, AS SELECTED TED aooa a�a uL-1 LJi JU BY OWNERLj CED R SHAKES rfF11 Lj Lj IN I I AS SELECTED REVISIONS BY DWNER DH 640 ADH2644 77 DH2640 ADH2648 DHP31046 ADH2648 ADH2F42 FIN. F1 FIN. FIRST FL. EL 11.0'— — FIN. FL. -- - - -- - -- - --- - - GARAG_ESLAB EL.EL. 9.0' _ _ _ GRADE: 8.0'_ GRADE: 8.0' ___ I 10W X 8'H OH DR. 10W X 8'H OH DR. I I ( I I I �- E I I I I WINDO �- -� FRONT ELEVATION (NO" T WS WINDOWS SHALL BE ANDERSEN SERIES A THERMO-PANE LOW E D INSULATED GLASS. CAT. # AS INDICATED ON DRAWINGS. SCALE: 1/4" = 1'-0" RIDGE VENT WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS w j RECOMMENDATIONS AND FLASHED IN ACCORDANCE WITH ASTM E 2112 STANDARDS.. 1 ALL WINDOWS SHALL MEET OR EXCEED THE SPECIFICATIONS AS SHOWN ON THE APPROVED ENERGY STAR COMPLIANCE CERTIFICATE (U FACTOR) SIZE FLUE PER BOILER DESIGN ASPHALT SHINGLES D BATH NO. 2 BATH NO. 3 z Q ———--————— — —--—---- RIDGE VENT DORMER 4" VENT THRU ROOF 4" VENT THRU ROOF O W -`- -- --- RIDGE VENT O RIDGE VENT Z M 10 ASPHALT SHINGLES I 12 ASPHALT SHINGLES 4"I �" 12' 14" W LAV. W.C. I W.C. LAV. I 3 LAY-OVER I I I qtt 0 � O N. _ ROOF BATH I SHOWER 9 / SHOWER I O r-I U 4" VENT THRU ROOF o 1 -6-1 _ (T1 SECOND FLOOR 2" 2 a RAKE 3" a" 1'-0" ASPHALT SHINGLES 2" 2" \ RAKE MASTER BATH 0 3" 4" n " '00I _ NAQW,5041__ GARAGE "� LAUNDRY TOILET -r 2 STANDING SEAM .I N ATTIC FL. EL. - METAL ROOF 2" I _T KITCHE " I I r SLOP 2 OH. DRS. T ENTRY SINK 2- LAV. LAV. W.C. W.C. I 3" WASHER LAV. W.C. I SINK SINK BY OWNERI SHOWER ( ID I3" " SHEET TITLE FIRSIT FLOOR 2" 2" 2" 2" 2" 2 BY OWNER 3.4" 2" 3 4" Co r _ F.A.I. FRONT ELEVATION CEDAR SHAKES AS SELECTED 4"XHCI T1 I TIE TO EXISTING LEFT SIDE ELEVATION HOUSE TRAP APPROVED SANITARY SYSTEM JI BY OWNER PLUMBING RISER DIAGRAM PLUMBING RISER DIA. N.T.S. _-__ _ _ FIN. FL. EL. 11.0' / - ------FIN. FL. EL. 11.0'DECK GARAGE SLAB EL. 9.0' � �. GRADE: 8.0' IT RADE: 8.0' 1 I I � SEE FOUNDATION PLAN I I I I V FOR DECK FRAMING ( — L, I > � DATE: 0A �� JULY 11, 2017 f & Orr S`:�`� PROJECT NO. I LEFT SIDE ELEVATION (EAST) I 1 -� SHEEEE T N0. OF SCALE: 1/4" = 1'-0" 7 OF 11 7--11 -17 ISSUED FOR BUILDING PERMIT Owl B SIZE FLUE PER SIZE FLUE PER 12 BOILER DESIGN FIREPLACE DESIGN -fz�i (�. (, A RIDGE VENT 10 E o Z I ]� RIDGE VEINT RIDGE VENT RIDGE VENT O LAY-OVER 12 ASPHALT SHINGLES 12 ROOF LAY-OVER ROOF 10 F 1 RIDGE VENT V N a z CRICKET CRICKET2cn GEDAIR SHAKESa 00y Y �w0 F-4 N 01% 4+ W 00Ow BY OWNERof(Az 0 oo H ~ k w - --------- 1wwoo '0" ASPHALT SHINGLES °` o Q N RAKE zw new N. ww w / I H iiFLAM12 11 it - - - - - - - ----- --- 94 0 ° w 9 0�ow zo z a I-nc ACW3040 ACW3040 \ / \ / ACW3040 ACW3040 w 6 0 z 2ND FIN. FL. W =5 o x > >�oz D E C K (FLUSH W/ F.F.) '-' a Z F�w 5 3 FLASHING Z W � z U W J �Z� < y� <(/)J LLJ Z:> ATF-3016-2 Z / \ ice" z C3 w I APw6038 / \ RAKE a< o V) I www \ / o \ / i I / REVISIONS 054 _ _ _ _ F.F. EL. 11.0' FIN. FIRST FL. EL. 11.0' A 3016 ATF3 1 ATF301 ATF31 - - D E C K (FLUSH W/ F.F.) I / GARAGE SLAB EL. 9.0' GRADE: 8.0' ---- --- ---- --- - ---- I I GRADE: 8.0' I I I FWTD-6020 FWTD-6020 I ( I f l ! I I ( I FW060611PALR FW060611PALR I I I I I 12"D SPREAD FTG. W/ J Y _ L J #5 BARS 6" O.C. EW - - SEE FOUNDATION PLAN I I I 12„ DIA. X 3,D MIN. - L-- - FOR DECK FRAMING I I ! CONC. PIER W/ I I I EPB 44A CONN. & WINDOWS D O WS REAR ELEVATION (SOUTH) � i I 4X4 POST. {TYP.) WINDOWS SHALL BE ANDERSEN SERIES A THERMO—PANE LOW E INSJLATED GLASS. CAT. AS INDICATED ON DRAWINGS. — — � 12"D SPREAD FTG. W/ # SCALE: 1/4" = 1'-0” WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS #5 BARS 6" O.C. EW D RECOMMENDATIONS AND FLASHED IN ACCORDANCE WITH ASTM E 2112 STANDARDS.. ALI. WINDOWS SHALL MEET OR EXCEED THE SPECIFICATIONS AS SHOWN TOP OF RIDGE (BEYOND) RIDGE VENT ON THE APPROVED ENERGY STAR COMPLIANCE CERTIFICATE (U FACTOR) SIZE FLUE PER W FIREPLACE DESIGN H RIDGE VENT C O Z rT� RIDGE VENT ASPHALT SHINGLES M v Q w � o o 12 Q Q 10� ASPHALT SHINGLES W � �� ^ Q � W W U kr) z M FLASHING BY OWNER AI)W�Rio 12 14 2NDi FIN. FL. W STANDING SEAM MTL. ROOF AT ENTRANCE SHEET TITLE 0 I REAR ELEVATION RIGHT SIDE ELEVATION FIN. FL. A014,105 FIN. FL. DECK GRADE: 8.0' I I I I SEE FOUNIDATION PLAN I I 1 I FOR DECK, FRAMING r~r�lAl 12"D SPREAD FTG. W/ `" DATE: #5 BARS 6" O.C. EW JULY 11, 2017 j=}:`�� PROJECT NO. RIG-HT SIDE ELEVATION (WEST) 1645 SHEET NO. OF SCALE: 1/4" = 1'--0" 7-11 --17 ISSUED FOR BUILDING PERMIT $ of 11 D 1.75 X 16" LVL RIDGE BOARD - - RV DETAIL NO. 1 2X12 RAFTERS 12" O.C. (2) 1.75 X 14" LVL CONT RIDGE 2X10 RIDGE BOARD TOP OF RIDGE �, za • wo in R38 BATT INSULATION a W o 2X12 RAFTERS 16" O.C. I �'l -1 2X12 CLG. JT'S 16" O.C. � E-4011% jr- >- V r- p U W 2X8 RAFTERS 16 O.C. LOAD PAT N H r--� `''o�S H CONNECTION REQUIREMENTS M Q s 2X8 CLG. JT'S 16" O.C. 2X8 CLG. JT'S 16" O.C. VAULTED CLG. ►-�-� ,� W w w o vi ROOF RAFTER TO WALL: 12 R38 BATT INSULATION R38 BATT INSULATION � o CONNECTOR UPLIFT LOAD (U)= 219 SEE EXT. WALL DET. / 0 a� z a a o a CONNECTOR LATERAL LOAD (L) = 148 DWG. Al O W cl, Q w r-w o�w CONNECTOR SHEAR LOAD (S) = 77R 10 Q SEE EXT. WALL DET. ,_ a N z DWG. A10 ., � z �0Wj (2) 1.75 X 11.75 LVL (FLUSH) O V w O 5�p R15 BATT ►� EPDM ROOFING MEMBRANE a 4 -6 BALCONY I ON 3/4" CDX PLYWOOD. 0 Z O v a 4-z I N SU L. BATH RM. o f- �, U3 z o w BEDROOM NO.3 - •� L- b I EXERCISE AREA ? DECKING AS SELECTED BY OWNER p� �/ a o z ATTIC CLOS. I W W O d o z DETAIL N0. 2A FLASHING a SEE DETAIL N0. 2 UNHEATED °0 12 2X6 RAFTERS 16" O.C. M DECK 3'H RAIL PER CODE zal=FE 0 0- U - 4 AS SELECTED BY OWNER ti >, DETAIL N0. 4 a > z W a 11-7/8 360 TJI 1 fi O.C. 11-7/8 360 TJI 16 O.C. PITCH SEE CANTILEVER �, ¢a z I z i -� DETAIL DWG. A10 Q w 0 1 Q SOLID BRIDGING-' 1.75 X 12 LVL RIM BD. " W cn M w 3.5 X 14" PARALLAM 3.5 X 14" PARALLAM SOLID BRIDGING 3 -0 - » R30 BATT INSUL. a R38 BATT INSULATION 11 7/8 560 TJI 12 O.C. w w maV) GREAT ROOM SUNROOM SEE EXT. WALL DET. � _iE I DWG. Al Q o SEE EXT. WALL DET. 900 FAMILY RM. ! i DINING RM. BP PANTRY HALL DWG. A10 0 0 3'H RAIL PER CODE REVISIONS r- LEDGER CONNECTION & AS SELECTED BY OWNER DETAIL NO. 5 R19 BATT INSULATION DET IL NO. 5 FLASHING PER SEC. R507 11-7/8" 360 TJI 16" O.C. 11-7/8" 360 TJI 16" O.C. R19 BATT INSULATION DECK - PER SEC. R507 FIN. FL_(ECFV. 11.0') - 1 11-7/8" 360 TJI 16" O.C. DECKING AS SELECTED BY OWNER ` Lamm 2X6 .JTS. 16 O.C. W8 X 21 GIRDER GRADE: 8.0' (2) 2X10 GIRDER - CONT. 0 4" DIA. » W8 X 21 GIRDER Z 4 DlA. (3) 1.75 X 11.25 �`�{2) 1.75 X 9.25 < < o z 4" DIA. (3) 1.75 X 11.25 STD. STL LVL GIRDER LVL GIRDER - ! STD. STL - STD. STL LVL GIRDER ( I I I PIPE COL CRAWL SPACE PIPE COL. ^I M PIPE COL. CRAWL SPACE - I I I- -- -_i L---J LOAD PATH CONNECTION REQUIREMENTS F3.5 F3.5 F2.0 F3.5 F2.0 12" DIA. X 3'D MIN. SILL OR BOTTOM PLATE TO FOUNDATION CONNECTOR UPLIFT LOAD (U)= 22 2" SCREED SLAB CONC. PIER W CONNECTOR LATERAL LOAD (L) _ * A.B. 6 MILIL VAC.VAP. BARB. EPB 44A CONN. & CONNECTOR SHEAR LOAD (S) = 282R R / WOOD IN CONTACT W/ GRADE AND DECK LUMBER INCLUDING GIRDERS, POSTS, JOISTS, DETAIL N0. 1 SECTION: R BALCONY 4X4 POST. (TYP.) 1J " 1J DINING RM THRU EXERCISE PANTRY SECTION. L , ` A THRU 6AMRM THRU ROONO RAILS AND DECKING SHALL BE A.C.Q. TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF / GREAT ROOM APPROVED TESTING AGENCY IN ACCORDANCE WITH SEC. R320 OF THE BUILDING CODE ALL FASTENER SYSTEMS SHALL BE HOT-DIP GALVANIZED AND / OR STAINLESS STEEL. SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" FLASHING SHALL BE COPPER-TEX 1.75 X 16" LVL RIDGE BOARD TOP OF RIDGE DETAIL NO. 1 PROVIDE FIREBLOCKING & DRAFT STOPPING 2X10 RIDGE BOARD TOP OF RIDGE AT ALL CONCEALED OPENINGS BOTH VERTICAL W AND HORIZONTAL IN ACCORDANCE W/ DETAIL X - X U SECTION R602.8 OF THE 2015 IRC 12 2X8 RAFTERS 16" O.C. SEE GENERAL NOTES. B � � Q RIDGE BEYOND 2X4 C.B. 32 O.C. RIDGE BEYOND Q 10 ( 2) 1.75 X 14" LVL CONT RIDGE (2) 2x12 BLOCKIN ( 2) 1.75 X 14" LVL CONT RIDGE DETAIL NO. 2 2X4 C.B. 32" O.C. " F2X8 CLG. JTS 16 O.C. R38 BATT INSULATION W LOAD PATH CONNECTION REQUIREMENTS � W 12 2X12 CLG. JT'S 16" O.C. 2X12 RAFTERS 12 O.C. ~ Z R38 BATT INSULATION " }--{ ROOF RAFTER TO WALL: CONNECTOR UPLIFT LOAD (U)= 147 oofl sl R30 BATT w rr ll^ CONNECTOR LATERAL LOAD (L) = 148 10 V CONNECTOR SHEAR LOAD (S) = 77R I--I R30 BATT 0 � z DETAIL N0. 3 SEE EXT. WALL DET. F BEDROOM NO. f� 0 DWG. A10 o! O DETAIL NO. 4 00 W a I o BALCONY � a 2X4 STUDS-16" O.C. N o 11-7/8" 360 TJI 16" O.C. N (LOAD BEARING) 2X4 STUDS-16" O.C. ,^ (LOAD BEARING) M W c� (3) 1.75 X 11.875 (3) 1.75 X 11.875 LVL BEAM 11-7/8" 360 TJI 16" O.C. LVL BEAM SEE EXT. WALL DET. DWG. A10 0 SUNROOM DROPPED BEAM (SEE FLOOR PLAN) SHEET TITLE d DINING RM. DETAIL NO. 5 R19 BATT INSULATION 2X4 STUDS-16" O.C. 5-1/4" X 5-1/4" I I SECTION: A - A 11-7/8" 360 TJI 16" O.C. (LOAD BEARING) p KITCHEN PSL COL. (BOXED) I I SECTION:PANTRY GREAT ROOM B - B FIN_ FL. ELEV. 11.0 o BEYOND ' ! I I SECTION: C -- C GRADE: 8.0' (2) 1.75 X 9.25 LVL GIRDER GRADE: 8.0' III, SECTION: D - D O Z 4" DIA.p Z rg STD. STL CRAWL SPACE LOAD PATH CONNECTION REQUIREMENTS ! PIPE COL. FIN. FL._ELEV. 11.0 SILL OR BOTTOM PLATE TO FOUNDATION `_. - 2 !R_ ZSZ SZ 2S� = e-(, C` CCNNECTOR UPLIFT LOAD (U)= - L---1 ' \i•�{✓ �' CONNECTOR LATERAL LOAD (L) _ * A.B. F2,0 11-7/$" 360 TJI 16" O.C. DOUBLE FL. JT'S �= � ",� CONNECTOR SHEAR LOAD (S) = 282RUNDER COUNTER R19 BATT INSULATION . 12" CONC. SCREED SLAB o 0 6 MIL VAP. BARR. � j.�L � `� DATE: CRAWL SPACE JULY 11, 2017 THRU BEDROOM NO. 3 PROJECT NO. SECTION: C C THRU SUNROOM 1 4 SECTION. D " D THRU EXER+GIBE / BALCONY SHEET NO. OF6 5 SCALE: 1/4" = 1'-0" DINING RM / KITCHEN / GREAT RM. 9 OF 11 SCALE: 1/4" = 1'-0" 7- 11 -17 ISSUED FOR BUILDING PERMIT DETAIL NO. 1 (2) 1.75 X 14" LVL CONT RIDGE . 2X10 RIDGE BOARD TOP OF RIDGE DORMER -H RIDGE: 3.5 X 11.875 PARALAM 2X112 RAFTERS 16" O.C. TOP OF RIDGE 2X8 RAFTERS 16" O.C. ASPHALT SHINGLES 7" X 11.875 PARALLAM BEAM LOAD PATH CONNECTION REQUIREMENTS z R38 BATT INSULATION 2X8 CLG. JT'S 16" O.C. 0 r4 _2u) ROOF RAFTER TO WALL: R38 BATT INSULATION " 2x12 RAFTERS 1s" O.C. LOAD PATH CONNECTION REQUIREMENTS u o CONNECTOR UPLIFT LOAD (U)= 219 12 2X6 R/R 16 O.C. ROqfmdOF RAFTER TO WALL: w CONNECTOR LATERAL LOAD (L) = 148 u 0-0 CONNECTOR UPLIFT LOAD {U)= 213 .-� x N z a CONNECTOR LATERAL LOAD (L) — 148 W a_z CONNECTOR SHEAR LOAD (S) 77R 10F TOP OF CORMER WALL 0 w w , SEE EXTERIOR WALL DETAIL o � 2X8 CLG. JT'S 16 O.C. SEE ROOF PLAN CONNECTOR SHEAR LOAD (S) = 77R L� w 0 R15 BATT 4D sG. A10 FOR VALLEY 12 l--I � H F` w w � 00 ATTIC CLOS _ RAFTERS ATTIC �10 O 'n �� _J a,W BEDROOM N0.2 p o (STORAGE) „/ y �„� � o�W o DETAIL N0. 2A UNHEATED I FLASHING Fes"+ �Y ¢ in p N I z 00 12 2X6 RAFTERS 16" O.C. 00 b DETAIL NO. 2 A Q+ Q ►3 �, z W�0 m O 10 /--]4 � ._w II-- N 10 (0 Zczo�w N 3/4" PLYW'D SUB FL. o O.C. z R38 BATT INSULATION 11-7 8" 360 TJI 16" o aM ioz. / . 2ND FLOOR N o 14" 560 TJI 12" O.C. ELEV. +22 — w z°-F� BD. W 0 ZO a M~-z 1.75 X 12 LVL RIM x Wj =),u 0— 5/8" TYPE 'X' GYP. BD. Z d. Q z=¢J WALLS & CLG. r` ►"�-• z¢�z LALTISI RM. -L MASTER BATH MASTER BEDRM > a ¢F W of(n¢ o SEE EXT. WALL DET. o a(n W 5 BP BP o DWG. A10 ! En z>:w 00 Qz0 I a¢o in DETAIL N0. 5R19 BATT INSULATION GARAGE O W ZiE 11-7/ 360 TJI 16" O.C. 11-7/8" 360 TJI 16" O.C. FIN. FL. (DWELLING) DETAIL NIO. 6 FIN. FL. (DWELLING) o0 FIN. FL. (DWELLING) If ELEV. +11 5" ICONIC. SLAB w/6X6 10/10 W.W.M. ELEV. +11 REVISIONS GRADE ��-W1 OX30 �`W1OX30 GRADE GRADE: 8.0' ELEV. +9.0 4" DIA. 4" DIA. GIRDER :—-- w-•�..— . ;�: �...r �.� ,.�,,• ._..;- :,•., .� GIRDER ; STD. STL STD. STL '' SILL OR BOTTOM PLATE TO FOUNDATION WATERPROOF PIPE COL. PIPE COL. .�; WATERPROOF MEMBRANE MEMBRANE CONNECTOR UPLIFT LOAD (U)= 16 o BASEMENT CONNECTOR LATERAL LOAD (L) = 111 h 8" PC FOUNDATION WALL CONNECTOR SHEAR LOAD (S) = 436 FRENCH DRAIN 4" CONIC. SLAB FL 6 MIL VAP. BARR. k FRENCH DRAIN L-----J E- ---J 16" X 8" PC FTG. W/ F3.5 F3.5 2X4 KEY (TYP.) LOAD PATH CONNECTION REQUIREMENTS SECTION. 1 � F THRU GARAGE SILL OR BOTTOM PLATE TO FOUNDATION CONNECTOR UPLIFT LOAD (U)= 22 PROVIDE FIREBLOCKING & DRAFT STOPPING CONNECTOR LATERAL LOAD (L) = * A.B. AT ALL CONCEALED OPENINGS BOTH VERTICAL SCALE: 1/4" = 1'-0" CONNECTOR SHEAR LOAD (S) = 282R AND HORIZONTAL IN ACCORDANCE W/ SECTION R602.8 OF THE 2015 IRC W SEE GENERAL NOTES. FASTENING SCHEDULE 2015 IRC — CHAPTER 6 TABLE R602.3 THRU BEDROOM NO. 2 DISCRIPTION OF BUILDING ELEMENT NUMBER OF NAILS (BOX) NAIL SPACING W SECTION. E - E THRU LAUNDRY / MASTER BEDROOM ROOF FRAM ING u SHEARWALL SPECIFICATIONS Z Q RAFTER TO TOP PLATE 4 — 10d per rafter FTS O LATERAL, SHEAR & UPLIFT CONNECTIONS SCALE: 1/4" = 1'-0" WALL SHEATHING EDGE ANCHOR HOLDOWN CEILING JOISTS TO TOP PLATE (TOE—NAILED) 4 — 8d per joist O TYPE MATERIAL NAILING RIDGE RAFTER WALL TO WALL TO BOLT CEILING JOIST TO PARALLEL RAFTER (FACE—NAILED) 6 — 16d common Table R802.5.1(9) TO PLATE WALL FND CEILING JOIST LAPS OVER PARTITION (FACE—NAILED) 4 — 10d each lop WOOD IN CONTACT W GRADE AND DECK LUMBER INCLUDING GIRDERS POSTS JOISTS " 1-1/4" x 20 GAGE H2A 1-1/4" x 20 GAGE I-1/4" x 20 GAGE 5/8" O.0 HDU4 SDS3 COLLAR TIE TO RAFTER (FACE—NAILED) 4 — 10d per tie / 1/2- PLYWOOD 8d 0 6 STRAP STRAP O EA. A.B. STRAP 0 EA. A.B. BLOCKING TO RAFTER (TOE—NAILED) 2-8d each end RAILS AND DECKING SHALL BE A.C.Q. TREATED LUMBER. LUMBER TO BEAR QUALITY MARK OF OVER 2X4 — 16" O.C. 4-8d PER ENO 4-8d PER END 4-8d PER END 36" D.C. SSTB16 ANCHOR RIM BOARD TO RAFTER (END NAILED) 2-16d each end APPROVED TESTING AGENCY IN ACCORDANCE WITH SEC. R320 OF THE BUILDING CODE BOLT ALL FASTENER SYSTEMS SHALL BE HOT-DIP GALVANIZED AND OR STAINLESS STEEL. PROVIDE 1AILS X 20 GAGE COIL STRAPS AT JACK & KING STUD (TOP & BOTTOM) / W/ 6-8d NAILS EACH END FOR ALL HEADERS OVER 4' LONG FLASHING SHALL BE COPPER-TEX SEE HEADER ANCHORAGE DETAIL W A L L F R A M I N G W r � TOP PLATE TO TOP PLATE (FACE—NAILED) 1-10d per foot L..V TOP PLATE AT INTERSECTIONS (FACE—NAILED) 3-10d joists — each side STUD TO STUD (FACE—NAILED) 2-10d 16" o.c. NOTE: #1: PROVIDE VALLEY RAFTER END CONNECTION TO RIDGE WITH SIMPSON HANGER O REFER TO NAILING SCHEDULE FOR N0. AND SIZE OF NAILS AT CONNECTIONS HEADER TO HEADER (FACE—NAILED) 16d 12" o.c. along edges SMINIMUM OFTEEL STRAPS SHOZ. OF ZINC PERALL BE HOT—DIPPED GALVANIZED STEEL COATED WITH A TOP OR BOTTOM PLATE TO STUD (END—NAILED) 4-8d toe nail uWITH SKEW AND SLOPE ANGLES HU, MSC5, GLT OR EQUIVALENT. THE ASTM A190 TRIPLE SPT TEST.O OF STEEL, DETERMINED BY USING HDU4 A HDU4 3-16d end nail WHEN STEEL STRAPS ARE LAPPED UNDER THE BOTTOM PLATE, 3 INCH WASHERS HOLDOWN SHEARwAL! TYPE HOLDOWN t/-��Iw ^W^ .. SHALL BE USED ON THE ANCHOR BOLTS. BOTTOM PLATE TO FLOOR JT°S, BAND JT'S, END JT'S 3-16d 16" o.c. WOOD FRAMING CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON OR BLOCKING (FACE—NAILED) STRONG—TIE CO., INC. CAT. NO. AS INDICATED ON DRAWINGS AND SCHEDULES PLAN VIEW SHEARWALL F L 0 0 R F R A M I N G DESIGNATION LEGEND JOIST TO SILL, TOP PLATE OR GIRDER (TOE—NAIL) 4-8d per joist BRIDGING TO JOIST (TOE—NAILED) 2-10d each end N.T.S. BLOCKING TO JOIST (TOE—NAIL) 2-10d etch end BLOCKING TO SILL OR TOP PLA (TOE—NAILED) 1-10d 4 o.c. toe nail \ NAILING & STRAPPING AT LEDGER STRIP TO BEAM (FACE—NAILED) 4-16d each joist v JOIST ON LEDGER TO BEAM (TOE—NAILED) 3-8d per joist EXTERIOR WINDOW / DOOR HEADERS BAND JOIST TO JOIST (END—NAILED) 3-16d per joist NAILING SCHEDULE 'B' RAFTERS - SEE PLAN BAND JOIST TO SILL OR TOP PLATE (TOE—NAILED) 1-8d 4" o.c. toe nail (WOOD FRAME CONSTRUCTION MANUAL 2001) FOR SIZE AND SPACINGSHEET TITLE R O O F S H E A T H I N G ROUGH A B C D E F STRUCTURAL PANELS 8d common 6" EDGE / 12' FIELD OPENING SEE DETAILS .AND SHEARWALL 4" GABLE ENDWALL 2'-0" 2 (1) 2X4 1 1 11 1 SPECIFICATIONS FOR RAFTER TO CONNECTOR PILATE C E I L I N G S H E A T HI N G 4'-0" 4 (1) 2X4 2 2 2 2 D SECTION. E - E 6'-0" 6 (2) 2X4 OR (1)2X6 3 3 3 1 3 HEADERS SEE PLAN CS16 STRAP 0 EACH POST GYPSUM WALLBOARD 1-1/2~ gal. roofing nail 7" edge / 7" field SECTION. F - F 8'-0" 8 (2) 2X4 OR (1)2X6 3 3 3 3 JACK STUDS OR A CS16 / HTS3{O 0 EA. JACK STUD 10'-D" 10 (2) 2X6 4 4 4 4 TRIMMERS FSEE OR ANCHORAGE AILNG REQUIREMENTS W A L L S H E A T H I N G FASTENING SCHEDULE 12'-0" 122 ( ) 2X6 5 5 5 5 ®SEE FLOOR PLANS E STRUCTURAL PANELS 8d common 6" EDGE / 12' FIELD DETAILS FIBERBOARD PANELS 8d common PROVIDE STRAPPING 4 7/16" 8d common 3" edge / 6" field A NUMBER OF NAILS AT EACH END OF STRAPPING JACK & KING STUDS B SEE DETAILS .AND SHEARWALL 25/32" 8d common 3" edge / 6" field F SPECIFICATIONS FOR B NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) WRAPPED UNDER SILL PLATE WALL TO FOUNDATION GYPSUM WALLBOARD 1-1/2" long YP e / 7" field type W or S screws 7" ed .D 9 C NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER AS PER WALL OPENING A CONNECTOR HARDBOARD 8d N/A D NUMBER OF 16D NAILS END NAILED THROUGH ADJACENT KING STUD TO HEADER SCHEDULE BELOW PARTICLEBOARD PANELS $d N/A CS f . "E N ' END OF HEADER AT EACH SIDE. /TOP OF FND). WALL F L 0 0 R S H E A T H I N G ,'J E NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUME DOUBLE HEADERS) �` SEE S R BOLTS STRUCTURAL PANELS ` SEE SHEARWALL " " " � P1-' .L DATE: F NUMBER OF 16D NAILS END-NAILED THROUGH ADJACENT JACK STUDS HDU4 HOEDOWN SPECIFICATIONS AND 1 OR LESS 8d common s edge / 12 field a r'p, TO END OF SILL(S) AT EACH SIDE (DOES NOT APPLY TO DOORS) AT OVERHEAD DRS DETAILS FOR GREATER THAN 1" 10d common 6" edge / 12" field �..� L! 'Y JULY 11, 2017 SEE PLAN SPACING PROJECT NO. WALL OPENING HEADER ANCHORAGE DETAIL 1645 A10 N. T.S. SHEET NO. OF 1ooF11 7-11 -17 ISSUED FOR BUILDING PERMIT 1-1/4" X 20 GAGE RIDGE STRAP ATTACHED TO EACH PAIR OF CEDAR SHAKE SIDING AS SELECTED BY OWNER Use every other nod hole CUT TOP PLATE SPLICE REQUIREMENTS f.---� OPPOSING RAFTERS. CONNECT RIDGE STRAP EXTERIOR COVERING SHALL in a row to provide the LENG71H W/ 4 - 8d NAILS IN EACH END OF STRAP COMPLY NTH SECTION R703 AND INSTALLED PER MANF. REQ'MTS center—to— END 12" MSN. TYVEK spacing for nods LENGTH DIM.G(FT) MIN. SPLICE LIFT) RAFTERS — SEE PLAN & SECTIONS 1" RIGID INSULATION, R=5.0 12 2 16 1 1/2- CDX PLYWOOD SHEATHING SPAN 20 2 OR 1/2" O.S.B. SHEATHING * Minimum of 24. 2 v,Q 2X4 WD. STUDS, 16" O.C. seven bolt 28 3 Dill1 6z- v V diameters to 32 3 a o 5 Y 4" BATT INSULATION, R=15 achieve table W NON STRUCTURAL RIDGE BEAM 36 3 f-W o in SEE PLANS & SECTIONS Threaded aded 40 4 O\ W 3. Studs loads. This END �y Provide minimum LENGTH 12 MIN. w } distance is enc distance 50 5 U r, ao o W designed into Equal number of 60 6 w � a Z W w DETAIL ' 1A ' A T RIDGE h0ldOwn. specified "ads In each end Simpson Stronq—Tie 70 7 W 0 it Floor Joist Distance may be cs coiled Strop h� °` a increased without AT EACH STUD 80 8 W w w 00 w o v NON STRUCTURAL RIDGE BEAM N.T.S. TYPICAL EXTERIOR WALL affecting U �, O " z Q_jrn� load capacity, NOTE: PLATE JOINTS SHALL OCCUR °; w o Q N a- 07 REQUIRED WHEN 2X4 COLLAR TIES ARE LOCATED IN THE REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR WALL STUDS Install provided the COIL STRAP DETAIL DIRECTLY OVER STUDS BELOW A °� QUj NOTE: RIDGE STRAPS ARE N Q REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS Washers anchor nut Is UPPER THIRD OF THE ATTIC SPACE AND ATTACHED TO EACH PAIR OF RAFTERS IN ACCORDANCE WITH THE NAILING SCHEDULE not over-torqued, `O 5;a o J which could s lit N N.T.S. Z P 0 NQ�F- the stud. a �z0LLI a a o o W W 0 �cioz ASPHALT SHINGLES — MIN. 6 Z F--j Z F0.ASTENERS PER SHINGLE x > =w>- SECOND FLOOR HDU4 HOLDOWN CONNECTOR NOTE: PROVIDE HDU4 ~' " SUB—FLOOR FIRST / SECOND FLOOR HOLDOWNS AT ENDS Q �'�a Uj 15# FELT 3/4 PLYWOOD T&G SUB FL SEE 2ND FL. PLAN FOR LOCATIONS OF SHEARWALLS. ° Q a Q o 1/2" CDX PLYWOOD BTWN 1ST-2ND FL. > W a cn F=T: TGI FL JTS - SEE PLAN & SECTIONS. RAFTERS — SEE PLAN / SECTIONS SEE PLAN FOR LOCATIONS ° a N W' R38 BATT INSULATION CS-20 STRAPS EA. slUO a Z U W EXTEND UP & DOWN FACE OF -i ¢o CL CLG. JOISTS — SEE PLAN STUDS 12" MIN. 4-8d NAILS EA. END W>o ICE BARRIER (PER SEC. R905.) W W www 1-3/4 X 11.75 LVL 0 =Z 1 1/2" BAFFLE /� RIM JT. o 1/2" GYP. BD. Simpson Strong—lie �O 12 (2) 2X4 PLATE H2A REVISIONS 10 FIRST FLOOR H2A CONNECTOR H2A CONNECTOR NAILING REQUIREMENTS: 5 — 8d NAILS NOTE: USE (2) H2.5A CONN. - 2x6 FASCIA H6 CONN. TO EACH STUD/BLK. N/R TO PLATE TO RAFTERS IF RAFTERS / STUDS DO NOT 5 - 8d NAILS TO STUDS ALIGN (2)2x4 PLATE ** DETAIL ' 4' AT SECOND FLOOR 1/2" GYPSUM BOARD SCREEN D SOFFIT VENT „ SCALE: 3/4" = 1'-0" ROOF DIAPHRAGM BRACING —� REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR FLOOR JOISTS 2X8 BLK'NG R30 BATT o PROVIDE BLOCKING AND CONNECTIONS AT PANEL REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS INSUL.`;�-► EDGES PERPENDICULAR TO ROOF FRAMING LOAD PATH CONNECTION REQUIREMENTS � MEMBERS IN THE FIRST TWO BAYS OF FRAMING o SPACED 4 FEET ON CENTER. NAILING SHALL ROOF RAFTER TO WALL: o BE PER THE NAILING SCHEDULE SEE SECTIONS NOTE: DETAIL 2A SIMILAR SECOND FLOOR H2.5A CONNECTOR DETAIL 2 AT PLATE W/ PLATE ON TOP OF FLOOR 5 — 8d FASTENERS TO RS JOIST. 5 -- 8d FASTENERS TO PLATErTl SCALE: 3/4"=1'-0' 3/4" PLYWOOD T&G SUB-FLOOR 5 — 8d FASTENERS TO STUDS !�{ * > > FOR EXISTING UNALIGNED WORK. FOR ROOF SLOPES LESS THAN �4 ON 12, PROVIDE 2 LAYERS OF UNDERLAYMENT (R905.2.7) DETAIL 3 AT SECOND FLOOR **REFER TO TOP PLATE SPLICE SCHEDULE THIS DWG. FOR MIN. SPLICE LENGTH 1t-7/8" 560 TJt 12" O.C. Cs-2o STRAPS EACH ALL NEW WORK SHALL ALIGN MITA FOR RAFTERS AT EACH SInsO AT EACH ENO REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS ww REFER TO NAILING SCHEDULE: FOR FRAMING AND SHEATHING NAILING REQUIREMENTS 2 x BLK'NG SCALE: 3/4" = 1'-0" W REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR FLOOR JOISTS V �•/ 1-3/4 X 11.75 LVL REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS Q RIM JT. Z W R30 BATT INSUL. Q .� Q ASPHALT SHINGLES — MIN. 6 CS-20 STRAPS w/ I"1 Z 4-8d NAILS AT EACH END 0 • H FASTENERS PER SHINGLE (2) 2X4 PLATE AT EACH STUD 15# FELT z 1/2" CDX PLYWOOD .0. H RAFTERS — SEE PLAN / SECTIONS FIRST FLOOR r W H 9" R-30 BATT INSULATION C) ICE BARRIER (PER SEC. R905) DETAIL AT SECOND FLOOR CANTILEVER O � O 1 1/2" BAFFLE SCALE: 3/4" = 1'-0" V Simpson Strong-Tie a+ rl REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR FLOOR JOISTS PC-44 O 2 REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS CAP DETAIL P410 �c FLOOR DIAPHRAGM BRACING N.T.S. 1-12A CONNECTOR PROVIDE BLOCKING AND CONNECTIONS AT PANEL LOAD PATH CONNECTION REQUIREMENTS EDGES PERPENDICULAR TO FLOOR FRAMING NOTE: USE (2) H2.5A CONN. MEMBERS IN THE FIRST TWO BAYS OF FRAMING 5/8" DIA. HOT-DIPPED WALL TO SELL: IF RAFTERS / STUDS DO NOT SPACED 4 FEET ON CENTER. NAILING SHALL GALV. ANCHOR BOLTS SEE SECTION A - A ALIGN _ 2x6 FASCIA BE PER THE NAILING SCHEDULE 7" MIN. EMBEDMENT 36" O.C. MAX. WITHIN 12" r' > FROM ENDS OF EACH v 2 2x4 PLATE ** PLATE SECTION. PROVIDE 1-1/4" X 20 GAGE STRAP LAPPED UNDER PLATE ( ) 3 WASHER 0 EA. A.B. • AND NAILED TO EACH STUD W/ 4- 8d NAILS • 1/2" GYPSUM BOARD EXTEND UP FACE OF EACH STUD 12" MIN. SCREENED SOFFIT VENT 2 X 4 .40 A.C.Q. TREATED SILL SHEET TITLE „ W COPPER TEX FLASHING 3/4 PLYWOOD T & G SUB-FLOOR / ,• . 2x6 A.C.Q. TREATED SILL W SILL SEALER & COPPER TEX FLASHING <`+ z .. e " z 5/8" DIA. HOT-DIPPED GALV. ANCHOR 8 MIN. 11-7/8" TJI SEE PLAN BOLTS 36" O.C. MAX. - 7" EMBEDMENT MIN. /�j ROOF DIAPHRAGM BRACING LOAD PATH CONNECTION REQUIREMENTS WITHIN 12" FROM CORNERS & ENDS OF EACH :'ti` DETI7ILS PLATE SECTION. .:c. PROVIDE BLOCKING AND CONNECTIONS AT PANEL 1-1/4" X 20 GAGE HOT DIPPED GALV. STEEL STRAP SHALL BE Simpson Strong—Tie TIP, EDGES PERPENDICULAR TO ROOF FRAMING ROOF RAFTER TO WALL: NAILIYIED TO THE STUDS W/ 4-8d NAILS PER SHEARWALL SCHEDUILE GRADE p g r MEMBERS IN THE FIRST TWO BAYS OF FRAMING SEE SECTIONS AND SHALL BE LAPPED UNDER THE BOTTOM PLATE & EXTENDEDI UP EP844A SPACED 4 FEET ON CENTER. NAILING SHALL FACE OF EACH STUD 12" MIN. BE PER THE NAILING SCHEDULE z-3/4 X �1-1-.^7-5 GRADE JT. BASE DETAIL a A ' ' LATE 6" R-19 BATT INSULATION 1/ DETAIL 3 AT P N.T.S. _.dD4 -' . PROVIDE BLOCKING AND CONNECTIONS AT PANEL SCALE: 3/4"=1'—O' 8" P/C. FND. WALL ,• . \ EDGES PERPENDICULAR TO FLOOR FRAMING F ,�I1 rc *FOR ROOF SLOPES LESS THAN 4 ON 12, PROVIDE 2 LAYERS OF UNDERLAYMENT (R905.2.7) MEMBERS IN THE FIRST TWO BAYS OF (FRAMING G, SIA{. A ` SPACED 4 FEET ON CENTER. NAILING SIHALL DETAIL N 0 . 6 ��'** REFER TO TOP PLATE SPLICE SCHEDULE THIS DWG. FOR MIN. SPLICE LENGTH BE PER THE NAILING SCHEDULE � o � REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR RAFTERS > > REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS DETAIL 5 AT SILL SCALE: 3/4 =1 —0 � L�pO M ' DATE: � f ' "" �7�. JULY 11, 2017 SCALE: 3/4" = 1'-0" ® 01� '�C,, PROJECT NO. r 1645 REFER TO FRAMING NOTES FOR NOTCHING & BORING LIMITATIONS FOR FLOOR JOISTS SHEET NO OF REFER TO NAILING SCHEDULE FOR FRAMING AND SHEATHING NAILING REQUIREMENTS 11 OF 11 FLOOR DIAPHRAGM BRACING 7-11 -17 ISSUED FOR BUILDING PERMIT