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Home My WebLink About39507-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37445 Date: THIS CERTIFIES that the building RESIDENTIAL REPAIRS Location of Property: 2860 Skunk Ln, Cutchogue, 2/24/2015 2/24/2015 SCTM #: 473889 Sec/Block/Lot: 97.-8-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/14/2015 pursuant to which Building Permit No. 39507 dated 1/28/2015 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: Storm Sandy Damage Repairs as applied for. The certificate is issued to Mann, William & Mann, Cynthia (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 12/31/2014 39507 2/12/2015 Thomas Hewitt, Jr. AuAlor*Si ture (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39507 Date: 1/28/2015 Permission is hereby granted to: Mann, William & Mann, Cynthia PO BOX 766 ue. NY 11935 To: construct alteration to an existing dwelling to include Plumbing & Electric Repairs; flood permit included At premises located at: 2860 Skunk Ln. Cutch SCTM # 473889 Sec/Block/Lot # 97.-8-10 Pursuant to application dated To expire on 7/29/2016. Fees 1/14/2015 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $200.00 ELECTRIC $90.00 Flood Permit $100.00 CO - ALTERATION TO DWELLING $50.00 Total: $440.00 Building Inspector TOWN OF SOUTHOLD y+� BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 39507 Date: 1/28/2015 Permission is hereby granted to: Mann, William & Mann, Cynthia PO BOX 766 ue. NY 11935 To: construct alteration to an existing dwelling to include Plumbing & Electric Repairs; flood permit included At premises located at: 2860 Skunk Ln. Cutch SCTM # 473889 Sec/Block/Lot # 97.-8-10 Pursuant to application dated To expire on 7/29/2016. Fees 1/14/2015 and approved by the Building Inspector. SINGLE FAMILY DWELLING - ADDITION OR ALTERATION $200.00 ELECTRIC $90.00 Flood Permit $100.00 CO - ALTERATION TO DWELLING $50.00 Total: $440.00 Building Inspector 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. 0.1 _ -T- New Construction: Old or Pre-existing Building: (check one) Location of Property: lzi�roD-�`CU/�!L 614AIIE, y� House No. / Street Hamlet /,�, Owner or Owners of Property: �' �/ `( C / -d /�j 4t / " l,6"/ A// Suffolk County Tax Map No 1000, Section 27 Block 06 Lot t O Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. Request for: Temporary Certificate Fee Submitted: $ Filed Map. Lot: Applicant: Ag -l< �rcyu/•frZ r --Z, Underwriters Approval: Final Certificate: (check one) Applicant Stture Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631) 765-9502 roper. richert(d-)town.southold. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Mann Address: 2860 Skunk Lan City: Cutchogue St: NY Zip: 11935 Building Permit #: 39507 Section: 97 Block: 8 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential x Indoor x Basement Service Only Commerical Outdoor 1st Floor x Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Service 3 ph Main Panel Sub Panel Transformer Disconnect Heat Hot Water A/C Condenser A/C Blower Appliances Switches Duplec Recpt GFCI Recpt Single Recpt Range Recpt Dryer Recpt Twist Lock 13 Ceiling Fixtures Wall Fixtures Recessed Fixtures Fluorescent Fixture Emergency FixtureTime Exit Fixtures HID Fixtures Smoke Detectors CO Detectors Pumps Clocks TVSS 3 Other Equipment: Notes: Repairs Due To Storm Damage created by Super Storm "Sandy" Inspector Signature:--� Date: February 12, 2015 Electrical Compliance Form.xis CERTIFICATION Date: -1-2- 3 - Building Permit No. 3 95 D-7 Owner: t') l `�41t,-- # &4w� (Please print) Plumber:`�+� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (P hers Signa e) Sworn to before me this3 day , , 20 \,-\_ Notary Public, "b County ALICIA WALKER Notaqpublic York Qualified in Suffolk County Cornmission Expires Sept. 25, vpN$ oF sooryo� �01(•�C M TOWN OF SOUTHOLD BUILDING DEP qol 765 1802 INSPECTION � [ ]FOUNDATION iST [ ]ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] FRAMING/ STRAPPING [ ] FIREPLACE A CHIMNEY [ ] FIRE RESISTANT CONSTRUCTION [ ] ELECTRICAL (ROUGH) [ ] CODE VIOLATION REMARKS: [ ] INSULATION [ ] FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [k] ELECTRICAL (FINAL) [ ]CAULKING DATE 1Z ��' INSPECTOR 3 50 7�— co u�m,�'` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1 ST ] FOUNDATION 2ND ] FRAMING/ STRAPPING ] FIREPLACE A CHIMNEY ] FIRE RESISTANT CONSTRUCTION ] ELECTRICAL (ROUGH) ] CODE VIOLATION REMARKS! [ l ] ROUG MBING [ ] 1 LATION [ FINAL [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (FINAL) [ ] CAULKING DATE � � � � INSPECTOR '� RHITECT K MARSCHWARTZ & ASSOCIATES January 29, 2015 Southold Town Building Department P.O. Box 1179 54375 Main Road Southold, New York 11971 Re: Mann House 2860 Skunk Lane Cutchogue, New York Permit #39507 To Whom this may concern, 28495 Main Road • PO Box 933 • Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com I have been on site during portions of the construction phase and have observed the rough plumbing, the plumbing pressure test and the insulation installation. This work has been completed as per plans and to the best of my knowledge, meets or exceeds the NYS code requirements. Please call this office if you have questions or require additional information. 0 AIA F'OUNDAATXON (1ST) FOUNDATION (ZND) ROUGH FRANWQ & PLUS DqG r INSULATION PER N. Y. STATE ENERGY COVE MAL . ' rl G rn H TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net PERMIT NO. 3%5,07 Examined 20 /s Approved , 20_1_5 - Disapproved a/c Expiration , 20_,& .'� J A r, BUILDING PERMIT APPLICATION CHECKLIST Building Inspector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey Check Septic Form N.Y.S.D.E.C._ Trustees C.O. Application_ Flood Permit Single & Separate Storm -Water Assessment Form Contact: /►�J Mail to7-7 — Phone: J CATION FOR BUILDING PERMIT Date d ( S , 20 INSTRUCTIONS I—a,-This4opl.icatiori.MUS'T acro letely 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 issuts a Certificate,;of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, age t, architec ngineer, general contractor, electrician, plumber or builder Name of owner of premises L C 14-1V( 1VC!J-� 2A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. LoZ 6-1n fond o�K 6 House Number will be done: AXJ A�-- (f -(l Street rI�ri7ilet County Tax Map No. 1000 Section 97 Block Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: Phone No. a. Existing use and occupancy J�/� G L,� �I�/41 Phone No b. Intended use and occupancy_, /I (�--- Name of Contractor 3. Nature of work (check which applicable): New Building Addition _Alteration Repair Removal Demolition Other Work i>4 tU( Al, 4. Estimated Cost __ .d ^ (Description)/ �1 �- �- Fee �� (J �J (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 --� r -R 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures?iif ny: Front Rear Depth .A Height Number of Stories v Dimensions of same structure with alterations or additions: Front Rear Depth Hei ht Number of Stories -S'640 V 8. Dimensions of entiew construction: FCrol Rear Depth Height Numb f Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated G 12. Does proposed construction violate any zoning law, ordinance or regulation? YES N04 13. Will lot be re -graded? YES NO Will excess fill be removed from premises? YES NO—X- 14. Names of Owner orz��Address Address Phone No. Name of Architect Phone No 7�4 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO- * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS. COUNTY OF � (R (.��%2 L�i being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this _ day of �� ,t 1'4l 20� Notary Pubkotwy Rift, Stilt of Now York N0. 01811tsISM- OuaWled to 8 gk* OeUr ty Camm v*m E*kn Apr# 14, ?.L) U Signa a of Applicant U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE FEDERAL EMERGENCY MANAGEMENT AGENCY OMB No. 1660-0008 National Flood Insurance Program Important: Read the instructions on pages 1-9. Expiration Date: July 31, 2015 SECTION A- PROPERTY INFORMATION Al. Building Owner's Name WILLIAM MANN y/ l; A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No./ 2860 SKUNK LANE (BAY AVENUE) City CUTCHOGUE State NY ZIP Code 11935 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) 1000-97-08-10 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. 41 DEG 01 MIN 21.2SEC Long. 72DEG 27MIN 46.4SEC Horizontal Datum: ❑ NAD 1927 E NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 9 A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 727 sq ft a) Square footage of attached garage _ sq ft b) Number of permanent flood openings in the crawlspace b) Number of permanent flood openings in the attached garage or enclosure(s) within 1.0 foot above adjacent grade 4 within 1.0 foot above adjacent grade c) Total net area of flood openings in A8.b 800 sq in c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? E Yes ❑ No d) Engineered flood openings? ❑ Yes ❑ No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION 61. NFIP Community Name & Community Number B2. County Name 63. State SOUTHOLD, TOWN OF 360813 SUFFOLK NEW YORK B4. Map/Panel Number B5. Suffix B6. FIRM Index Date B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 36103CO164 H Effective/Revised Date Zone(s) AO, use base flood depth) 09/25/2009 AE EL 6 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ❑ FIS Profile E FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 E NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes E No Designation Date: ❑ CBRS ❑ OPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ® Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARAE, AR/A1-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: Vertical Datum: NAVD 88 Indicate elevation datum used for the elevations in items a) through h) below. ❑ NGVD 1929 E NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 6.1 E feet ❑ meters b) Top of the next higher floor 10.1 E feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) _ _ ❑ feet ❑ meters d) Attached garage (top of slab) _ _ ❑ feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 10.1 E feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.7 E feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 6.9 E feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6.7 E feet ❑ meters SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. E Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a ❑ Check here if attachments. licensed land surveyor? E Yes ❑ No Certifier's Name JOHN T METZGER License Number 49618 Title OWNER/PRESIDENT Company Name PECONIC SURVEYORS Address 1230 TRAVELER STREET City SOUTHOLD State NY ZIP Code 11971 Signature ( v� Date 11/18/14 Telephone 631765-5020 FEMA Form 086-0-33 (7/12) See reverse side for continuation. Replaces all previous editions. ELEVATION CERTIFICATE, page 2 IMPORTANT: In these spaces, copy the corresponding information from Section A. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. :Pr1i' 2860 SKUNK LANE City CUTCHOGUE State NY ZIP Code 11935 SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments A8c Engineered Flood Vents rate 200 sq.in. per vent . 4 vents = 800 sq ft. Signature Date 11/18/2014 SECTION L7— BUILDING ELEVATIQ"FORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items E1—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA -issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments. SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA -issued or community -issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate Of Compliance/Occupancy Issued G7. This permit has been issued for: ❑ New Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments ❑ Check here if attachments. FEMA Form 086-0-33 (7/12) Replaces all previous editions. Town Hall Annex .54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 (631) 765- 502 roger. rich ert .Aown.sout�io d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required info mation) Name: rtl,ffA�r � *Address: �g�,� L LW *Cross Street: *Phone No.: (03/- &6- - q 1<0 Permit No.: 395-07 Tax Map District: 1000 Section: Block: 17 Lot: p *BRIEF DESCRIPTION OF WORK (Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 0 her *New Service: Re -connect Underground Number of Meters Change of Service Overh d / Additional Information: PAYMENT DUE WITH APPLICATION C\ ( A 82 -Request for Inspection Form 1 Z O ■ - MONUMENT FLOOD ZONE AE (EL.6). FROM FIRM NO. 361OWM64H SEPTEMBER 25, 2009 ELEVA710NS AND CONTOUR LINES ARE REFERENCED TO NA VD - AN Y D. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A WOLA7701V OF SECTION 72090E 714E NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209 -SUBDIVISION 2. ALL CER7IF7CA7101VS HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF SAID MAP OV? COPIES BEAR 7HE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. ,,,/Or AREA= 5,944 SO. FT. SURVEY OF PROPERTY A T PECONIC TOWN OF SOUTHOLD SUFFOLK COUNTY, 1000-97-M-10 SCALL' 1= 20' FEBRUARY A 2013 JANUARY S, 2014 (FOUNDATION LOCATION) OCT. 1, 2014 (HOUSE FINAL) OCT. S, 2014 (REVISIONS) --N. Y.S LIG PECONIC SURVEYORS, P. C. (631) 765-5020 FAX (631) P.O. BOX 909 1230 TRA VELER STREET SOUTHOLD, N. Y. 11971 1 � Q�!T-IN 765-1797 _ ,-voLH COUw.,, Suffolk County Department of Health 360 Yaphank Ave, Suite 2C Yaphank, NY 11980 To Whom It May Concern: 4060 Sunrise Highway, Oakdale, New York 11769-0901 10/09/2014 This is to certify that the Suffolk County Water Authority has installed Public Water Service at the following location: 2860 SKUNK LN SOUTHOLD NY 11971 A water meter was installed on 12/26/2014. Very truly yours, Lisa Cetta Manager -New Construction Allowable Activities - Floor 1 5' 3' I - - 2' Z" i 41057 4/17/2014 Page: 27 Allowable Activities - Roof W. 30'r 41057 4/17/2014 Page: 28 Estimated Cost of Repairs - Footprint 5' Landing 2 r. 41057 4/17/2014 Page: 29 Estimated Cost of Repairs - Floor 1 5' 3' i 29' 2" 41057 4/17/2014 Page: 30 EAST ELEVATION SCALE: 1/4" = 1• NORTH ELEVATION SCALE: I/4" = 1' STORM SANDY REPAIRS EXTERIOR: REMOVE SEWAGE FILTRATION / SEPTIC TANK - 2000 gl. FLOW METER REMOVE SIDING - SHIPLAP - PINE OR EQUAL SIDING - SHIPLAP - PINE OR EQUAL EAST ELEVATION: REMOVE HOUSE WRAP (AIR / MOISTURE BARRIER) HOUSE WRAP (AIR/ MOISTURE BARRIER) REMOVE SHEATHING - PLYWOOD - 1/2" CDX SHEATHING - PLYWOOD - 1/2" CDX ESTIMATED COST OF REPAIRS: LIFT HOUSE 10'-1" ELEVATION LANDING #1 AND N2 SEPTIC TANK REQUIRED 2000 GAL. INSTALL 2500 FLOW METER WATER SYSTEM 6" EAST ELEVATION - CEDAR SHINGLE SIDING STORM SANDY REPAIRS EXTERIOR- REMOVE SEWAGE FILTRATION / SEPTIC TANK - 2000 sl. FLOW METER REMOVE SIDING - SHIPLAP - PINE OR EQUAL SIDING - SHIPLAP - PINE OR EQUAL NORTH ELEVATION: REMOVE HOUSE WRAP (AIR/ MOISTURE 6ARRIER) HOUSE WRAP (AIR / MOISTURE BARRIER) REMOVE SHEATHING - PLYWOOD -1/2" CDX SHEATHING - PLYWOOD -1/2" CDX lJh4Bci ; CERTIr; NOTIFY BUILDING DEPARTMENT AT 765-1302 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: I. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING, PLUMBING, ''+► , STRAPPING, ELECTRICAL & CAULKIN!G 3. INSULATION 4. FINAL - CONSTRUCTION & ELECTRICAL ELECTEICAAkL MUST BE COMPLETEFOR C.O. ALL CONSTRUCTION SHALL MEET THE ONSPECTIU R^ M PRE—I CSF Ti 9 F^'- ='-G - NE"I Vnnli nTnrr f ' - NTEA:` - .' r.� OFOiii-'�, r A 7/ , Q ESTIMATED COST OF REPAIRS: LIFT HOUSE 10'-1" ELEVATION LANDING #'1 AND N2 SEPTIC TANK REQUIRED 2000 GAL. INSTALL 2500 � 7T FLOW METER WATER SYSTEM 6" f�. NORTH ELEVATION - CEDAR SHINGLE SIDING PLUMBING ALL P CTS & WATE.ri u NY RISING ,.# 41057 MANN "'v --'L. f,CJr UlA010LC r Utt _ DESIGN OR COISTRUCTION ERRORS. COY c REVISIONS urrrr� 7 I410 ct DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB !!: 10/29/2012 SHEET NUMBER: A-1 M 00 WEST ELEVATION SCALE: 1/9" = I' ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ STORM SANDY REPAIRS EXTERIOR: REMOVE SEWAGE FILTRATION / SEPTIC TANK - 2000 sl. FLOW METER REMOVE SIDING - SHIPLAP - PINE OR EQUAL SIDING - SHIPLAP - PINE OR EQUAL WEST ELEVATION: REMOVE HOUSE WRAP (AIR/ MOISTURE BARRIER) HOUSE WRAP (AIR / MOISTURE 9ARRIER) REMOVE SHEATHING - PLYWOOD -1/2" CDX SHEATHING - PLYWOOD -1/2" CDX ESTIMATED COST OF REPAIRS: LIFT HOUSE 10'-1" ELEVATION LANDING #1 AND X2 SEPTIC TANK REQUIRED 2000 GAL. INSTALL 2500 FLOW METER WATER SYSTEM 6" WEST ELEVATION - CEDAR SHINGLE SIDING STORM SANDY REPAIRS EXTERIOR: REMOVE SEWAGE FILTRATION / SEPTIC TANK - 2000 sl. FLOW METER REMOVE SIDING - SHIPLAP - PINE OR EQUAL SIDING - SHIPLAP - PINE OR EQUAL SOUTH ELEVATION: REMOVE HOUSE WRAP (AIR / MOISTURE BARRIER) HOUSE WRAP (AIR/ MOISTURE IARRIER) REMOVE SHEATHING - PLYWOOD - 1/2" CDX SHEATHING - PLYWOOD -1/2" CDX ESTIMATED COST OF REPAIRS: LIFT HOUSE 10'-1" ELEVATION LANDING #1 AND N2 SEPTIC TANK REQUIRED 2000 GAL. INSTALL 2500 FLOW METER WATER SYSTEM 6" SOUTH ELEVATION - CEDAR SHINGLE SIDING REVISIONS D 0 H N .. a � o r z Ln U qz,.) v co C) Ile U z 0 a Q� o0Z v� 0 0 �w �¢ v� > > � aw wx OQ ��D �Q 0 w w w V/ coZ O J Z c N :3 U) O U) L O Ct N U DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB #: 10/29/2012 SHEET NUMBER: A-2 23'-011 4'-0" L 6'-0" 11'-0" 6'-0" '-Vp3'-0» •------------------ t -------------------------------- t ----------------- + 1 III I 1 • - - - - - - - - - - - - - - - - - - - - - - - - - ----- ---- ' IIII • - - - - - - - - 1 1 1 • 1 , „ I I ' 9'- 81A, to ' O- 1 V 111 I � I O I a �, ^« 1 1111 95- 0 l.. 1 • I 1 ( 111 I 4 , _<.1 IIII > 1 • I (� 1 O III I , Gfill � I I X • N Int w I —1+1- - , I , IIII 0 1 v I gill ; i ; 1111 1 i 1 111 1 1 X 1111 u � 1 , 1 V' IIII M 1 , M fill ,Xy, I , I 1 1�1 1 1 1 IIII w I I I F-- _�.+_ --J- \ , 1111 V ' • I ' I �I111 0 I , ----------1 I 1111 w I ' • I IIII � I ' I ' 1 \ 1111 .� ' • , 1 ' it, i 1111 I 0 ' F----------1 • 1 iili ' , 1 1 ' 4 I , IIII 1 ' • I STEEL LALLY COLUMN ON 30"X30"X12" _ _ 1 CONC. FTG. (TYP.) ►-------- i I IIII I , 1 I-_y„f__ I , 1 I IIII ' • I I 1 1 1 - I 1111 tL 1 , 1 1 I 1111 � 1 • , > 1 , • 1111 oc i 1 � IIII'''• 1 , \ 1 IIII 1 I ,• I IIII � p\j 1 � 1 1 ON 1nl N i EX. FJ x n n w w l / EX. FJ I R1111 5 i I � 1111 11 ' 1 , • ' IIII 1 , , 1 I 1111 , \ 1 IIII ' � • ' O 1 ' ' 1 ' 1111 1 1111 1 1 I • ' , YAI � p t 1111 I AREA: 765 SQ. FT. 1 1 . ' REQUIRED: 4 FLOOD VENTS I 1 1111 LL. 1 v 1 1 I lilt 1 1 J Int � 1 1 I • I 1111 Q L I I I x IIII 1 1 I M 1111 W 1 • 1 IIII V I 1 1 ^ IIII 1 i \ 1 M IIII :,s, 1 I v l l l l U, 1 1 IIII ' � � , I 1 4 I IIII 1 I 1111 I 1 ------------------ r ----------------, l I 1 I I IUIII I ; EX. FLUSH BEAM 1 1 111' I I 1 1 1 I I 1 1 1 INIII &16"OC 1 I • I ILL 1 1 I I i 1 1 , Iry-III I I 1 • I 1 I 1LL I I 1K 1 � 4'-6" L 4'-6" 7, 0" 4'-6" 2,-6„ ` 9'-0" -0"Yp l� 4 23'-0" FOUNDATION PLAN ®® ®® SCALE: 1/4" = 1' to ull, I I� W PROJECT N 0 RT H EX. BUILDING S N TO �E RAISED FOR NEW NEW FF: FOUNDATION E - _ _ -EL. 10.1' Em----- 8" PC WALL EX_FF: EL. 7.1' NEW GRADE: ® ®.,% - --- EL.6.5' Edmd 111110--w-11111110"_4 I! ME 1111� 1IL• �ON L FOOTINGSTO I1�11L= IT ' = II I UNDISTURBED SOIL I�I- EX. GRADE: EL. 5.0' EXISTING GRADE 16"X8" CONC. FTG. CROSS SECTION (2) N5 REDAR SCALE: 1/4" = 1' REVISIONS • 0 O N a M M N a � •1.a M � � U s; a V1 Y --I Q C a � � a ca Z E� Q l i— h•'•1 4J of .Y N Y p F) U ct NU DRAWN: MH / MS SCALE: 1/4"=1'-0" JOB #: 10/29/2012 SHEET NUMBER: A-3 4'-0" EXISTING FLOOR PLAN scnie iia^ = V GEPROJECT NO ESTIMATED COST OF REPAIRS: PLUMPING WORK, WASTE LINE, PEX BRANCHED FOYER WALL REPAIRS 1/2" ROCK - 3/4" T&G PEDROOM #1 WALLS 1/2" WATER PROOF ROCK CLOSET - 54" WIDE. DOUBLE SLIDER DOOR BATHROOM - TUB / SURROUND ENCLOSURE ALLOWABLE ACTIVITIES TO HOUSE REPAIRS: ELECTRICAL MAST- TO HOUSE EXTERIOR DOORS X 2 REPLACEMENT WALL INSULATION TO HOUSE LIVING ROOM 1/2" ROCK TO WALLS LIVING ROOM FLOOR FINISHED KITCHEN WALLS 1/2" ROCK TO FLOOR KITCHEN FLLOR / CABINET BASE REPLACE MECHANICAL ROOM HOT WATER HEATER BEDROOM M2 WALLS TO FLOOR N2 ROUGH PINE BATHROOM -WALLS TO FLOOR TILE BASE ROOF ARCHITECTURAL 3 TAB 30 YEAR LANDING ,#1 FOOT PAINT LANDING #2 FOOT PAINT STORM SANDY REPAIRS FLOOR 1: ROUGH IN PLUMBING - SUPPLY & WASTE LINES, w/ PEX - BRANCHED FOYER: CONTENTS - MOVE OUT THEN RESET - SMALL ROOMS FINAL CLEANING - CONSTRUCTION - RESIDENTIAL SEAL EXPOSED FRAMING AND JOISTS APPLY ANTI -MICROBIAL AGENT REMOVE T&G PANELING - V -JOINT PANELING (UNFINISHED) 1/2" DRYWALL - HUNG, TAPED, READY FOR TEXTURE 0 t� TEXTURE DRYWALL - MACHINE U WALLS & CEILING: SEAL / PRIME THEN PAINT THE WALLS (3 COATS) � REMOVE PASEBOARD - 3-1/4" v � � BASEBOARD - 3-1/4" v o0 -Q: REMOVE BASE SHOE SASE SHOE u SEAL & PAINT BASEBOARD w/ CAP AND/OR SHOE - (3 COATS) z REMOVE INTERIOR DOOR UNIT s a, Z� INTERIOR DOOR UNIT DOORS & WINDOWS: DOOR KNOB - INTERIOR t� PAINT DOOR SLABS ONLY - 2 COATS (PEP. SIDE) PAINT DOOR / WINDOW TRIM & JAMB (PER SIDE) "U REMOVE SHEATHING - PLYWOOD - 3/4" - TONGUE & GROOVE Q ►-a SHEATHING - PLYWOOD - 3/4" - TONGUE & GROOVE FLOORING: REMOVE BATT INSULATION - 6"- R19 - PAPER FACED BATT INSULATION - 6" - R19 - PAPER FACED REMOVE OAK FLOORING - #1 COMMON - NO FINISH LAMINATE - SIMULATED WOOD FLOORING REMOVE 110 VOLT COPPER WIRING RUN, BOX AND SWITCH 110 VOLT COPPER WIRING RUN, BOX AND SWITCH ELECTRICAL: REMOVE 110 VOLT COPPER WIRING RUN, BOX AND OUTLET 110 VOLT COPPER WIRING RUN, BOX AND OUTLET BEDROOM 1: CONTENTS - MOVE OUT THEN RESET - SMALL ROOMS FINAL CLEANING - CONSTRUCTION - RESIDENTIAL SEAL EXPOSED FRAMING AND JOISTS c } APPLY ANTI -MICROBIAL AGENT m J REMOVE T&G PANELING - V -JOINT PANELING (UNFINISHED) C � 1/2" DRYWALL - HUNG, TAPED, READY FOR TEXTURE TEXTURE DRYWALL - MACHINE WALLS & CEILING: SEAL / PRIME THEN PAINT THE WALLS (3 COATS) U REMOVE BASEBOARD - 3-1/4" DRAWN: MH/MS SCALE: 6ASE90APD - 3-1/4" JOB #: REMOVE BASE SHOE SHEET NTJN413ER: A-4 SASE SHOE SEAL & PAINT BASEBOARD w/ CAP AND/OR SHOE - (3 COATS) REMOVE SHEATHING - PLYWOOD - 3/4" - TONGUE & GROOVE SHEATHING - PLYWOOD - 3/4" - TONGUE & GROOVE REMOVE BATT INSULATION - 6"- R19 - PAPER FACED FLOORING: BATT INSULATION - 6"- R19 - PAPER FACED REMOVE OAK FLOORING - X1 COMMON - NO FINISH LAMINATE - SIMULATED WOOD FLOORING REMOVE 110 VOLT COPPER WIRING RUN, BOX AND SWITCH ELECTRICAL: 110 VOLT COPPER WIRING RUN, BOX AND SWITCH REMOVE 110 VOLT COPPER WIRING RUN, BOX AND OUTLET 110 VOLT COPPER WIRING RUN, BOX AND OUTLET BEDROOM 2- FINAL CLEANING - CONSTRUCTION - RESIDENTIAL SEAL EXPOSED FRAMING AND JOISTS APPLY ANTI -MICROBIAL AGENT REMOVE T&G PANELING - V -JOINT PANELING (UNFINISHED) 1/2" DRYWALL - HUNG, TAPED, READY FOR TEXTURE TEXTURE DRYWALL - MACHINE WALLS & CEILING: SEAL / PRIME THEN PAINT THE WALLS (3 COATS) REMOVE BASEBOARD - 3-1/4" BASEBOARD - 3-1/4" REMOVE BASE SHOE SASE SHOE SEAL & PAINT BASEBOARD w/ CAP AND/OP. SHOE - (3 COATS) REMOVE SHEATHING - PLYWOOD - 3/4" - TONGUE & GROOVE SHEATHING - PLYWOOD - 3/4" - TONGUE & GROOVE REMOVE BATT INSULATION - 6'- R19 - PAPER FACED FLOORING: BATT INSULATION - 6"- R19 - PAPER FACED REMOVE OAK FLOORING - #1 COMMON - NO FINISH LAMINATE - SIMULATED WOOD FLOORING REMOVE BATHTUB BATHROOM: BATHTUB REMOVE FIBERGLASS TUB SURROUND ONLY FIBERGLASS TUB SURROUND ONLY 4184.63 SF WALLS 2,031.54 SF FLOOR 0.00 SF LONG WALL GRAND TOTAL AREAS: 2,051.64 SF CEILING 225.73 SY FLOORING 0.00 SF SHORT WALL 6,836.27 SF WALLS & CEILING 683.91 LF FLOOR PERIMETER 660.67 LF CEIL. PERIMETER 2,031.54 FLOOR AREA 2,160.07 TOTAL AREA 4,734.63 INTERIOR WALL AREA 3,032.28 EXTERIOR WALL AREA 343.60 EXTERIOR PERIMETER INTERIOR WALL AREA OF WALLS 946.45 SURFACE AREA 9.46 NUMBER OF SQUARES 138.58 TOTAL PERIMETER LENGTH 39.00 TOTAL RIDGE LENGTH 0.00 TOTAL HIP LENGTH REVISIONS 0 t� t -a N IV U n -. N a � v � � U v o0 -Q: u z s a, Z� H t� ,w wyy "U d Q ►-a Ln w W N a� c } m J C � Y O U) U O � C7: U N DRAWN: MH/MS SCALE: 1/4"=V-0" JOB #: 10/29/2012 SHEET NTJN413ER: A-4 STORMWATER MANAGEMENT RE 2"X2" STAKES TIN THE GROUND BALES BUTTED TIGHTLY TOGETHER WHERE APPLICABLE WIRE TIE WT � 443 *1 */ 1�2 STRAW BALE AND SILT FENCE *.ow SILT STOP- POST� 5 BACKFILL NATIVE SOIL RECOMMENDED TOE -IN PRE -ASSEMBLED SILT FENCE GENERAL - DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SURFICIAL FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY, A DRY WELL SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. CONSTRUCTION: FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL PRIOR TO ITS CONSTRUCTION, THE AREA TO BE USED FOR THE DRY WELL SHOULD BE CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS FROM COMPACTING THE SUIGRADE SOILS. DURING DRY WELL CONSTRUCTION, PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL TO HELP PREVENT SUIGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED. THIS DELAYED CONSTRUCTION EMPHASIS THE NEED, AS DESCRIBED ABOVE, TO CORDON OFF THE DRY WELL AREA(S) TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES. SIMILARLY, USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED. WHERE UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE SUBGRADE SOILS AT THE DRY WELL BOTTOM, WHICH SHOULD BE ESTABLISHED ONLY AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND DRAINAGE AREA STABILIZED. IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND SEDIMENT AWAY FROM THE DRY WELL. THESE DIVERSION MEASURES SHOULD NOT BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA IS COMPLETED AND THE DRAINAGE AREA STABILIZED. STONE FILL AGGREGATE SHOULD RE PLACED IN LIFTS AND COMPACTED USING PLATE COMPACTORS. A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. PRETREATMENT: AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS. THEREFORE, ROOF GUTTER GUARDS AND / OR SUMPS OR TRAPS (EQUIPPED WITH CLEAN -OUTS) IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES THAT CAN ENTER THE DRY WELL '1Y 41 UIREMENTS BOUND DALES PLACED IN CONTOUR 1. Excavate the Trench mEl® m1® �M,N 2 RE -BARS. STEEL PICKETS OR 2"X2" STAKE 1-1/2 - 2' IN GROUND. DRIVE STAKES FLUSH WITH DALES. 4" MIN. PROPERLY INSTALLED STRAW BALE (Cross -Section) DRAINAGE AREA NO MORE THAN 1/4 AC. PER 100 FETT OF STRAW BALE DIKE FOR SLOPES LESS THAN 25%. 2. PLACE AND STAKE STRAW BALES. BALES MUST BE TIGHTLY ABUTTING WITH NO GAPS. 3. BACKFILL AND COMPACT THE EXCAVATED SOIL. STORM WATER MANAGEMENT DETAILS N.T.S. GUTTERS GUTTER SIZE ROOF AREA ROOF AREA (INCH) 01/16 -SLOPE Q 1/B" SLOPE 3 340 480 4 720 1020 5 1250 1760 6 1920 2720 DOWNSPOUTS DIAMETER OF ROOF AREA ROOF AREA LEADER (IN) SQ. FT. GPM 2 1088 46 2-1/2 1974 82 3 3220 134 4 6920 281 ROOF AREA: 987 SO. FT. AT 100% WATER RUNOFF (2" RAIN I HR.): 149 CU. FT. PROVIDE (1) V DIA. X 4' DEEP DRYWELLS DRYWELLS CAPACITY: 169 CU. FT. DRAIN PIPE DRAIN PIPE I/t' SLOPE GPM 1/4" SLOPE GPM DIAMETER 3 1644 61 2320 76 4 3760 156 5300 220 5 6680 278 9440 392 6 10700 444 15100 1 622 I DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE 1® \® \� ANGLE FIRST STAKE TOWARD PREVIOUSLY LAID BALE WEDGE LOOSE STRAW BETWEEN BALES. CONSTRUCTION SPECIFICATIONS: 1). BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 2). EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES AND PLACED SO THE BINDINGS ARE HORIZONTAL. 3). BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE -BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE DALE. 4). INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. 5). BALES SHALL DE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. NOTES: 1). EXECUTION: A). DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. 2). PREPARATION: A). CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. 3.I1SISTALLATION: A). PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1). GUTTER TO BE PITCHED TOWARDS LEADER 1" TO 2" FOR EVERY 40' OF RUN. 2). SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a). COPPER / LEAD: FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. B). ALUMINUM: RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. 3). CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED. SEAL CONNECTION WATERTIGHT. 4). PROTECTION: A). PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. B). TOUCH-UP, REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL COMPLETION. 1 "4 ''1, t REVISIONS O 0 0 N a M M K U m a E-� N W TTw O C%] {� z w Ca CUZ O J Z Z3 :3 0) W O U (0 NU DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB *: 10/29/2012 SHEET NUMBER: A-5 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT do GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS RAFTER WALL STUD kENDWALL CRIPPLE STUD BOTTOM PLATE RIDGE BATHTUB HEADER LEDGER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS 41P� FLOOR USP NUMBER DESCRIPTION APPLICATION 1-1/4"00" 18ga. STRAP IV I I�IL�I \j��l III\'`'IIIIV/JJI I DBL. SILL PLATE 1 STORY \ LOCATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS SOFFITED EAVE ANCHOR TO FOUNDATION W/ ANCHOR BOLTS 0 CONNECT TO 1-2 STORIES 57" OC BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR � U ON ALL OPENINGS LSTA36 CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION m � 0*1 ti LOCATION JUSP NUMBER DESCRIPTION APPLICATION 10-3/4" x 18gu. TYDOWV ANCHOR EACH RAFTER RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION ' 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP TYDOWN ANCHOR JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ` SLAB ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE a 2x6 -2x8 LS26 18 o. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER g MSTA48 1-1/4"x48" 16ga. STRAP ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE ( n ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD LSTA36 1-1/4"x36" 18go. STRAP 2X10 LS210 118go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD THE FLOORS TO EACH OTHER W/ THREADED ROD. 8" - 12" RAFTER BLOCKING 024"OC 21-1/8" x 20ga. TYDOWV ANCHOR EACH RAFTER WALL STUD THROUGH -ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP 0. VENTILATION CHANNEL RIM BOARD AS REQUIRED RAFTER SILL PLATE(S) RAFTERS MAINTAIN VENTILATION WOOD JOIST FOUNDATION ' TOP PLATE BLOCKING 2x4 LEDGER BLOCKING r 2x4 SOFFIT JOIST STAPPING TO DE ATTACHED TO WALL STUDS 048"OC AND ALL WINDOW/DOOR OPENING JACK STUDS ATTIC SHALL BE PROVIDED WITH A FASCIA MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'0" O.C. �i� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER SHALL BE COVERED WITH CORROSION- CONTIN. SCREENED VENT 4" - 8" LSTA24 11-1/4"x24" 20ga. STRAP AND JACK STUDS + RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT.PLYWOOD ON ALL OPENINGS i OPENINGS OF +/, INCH IN DIMENSION. VIV ALL VrLIV IIVUJ V' • ♦ \� ` , I 2ND. FLOOR WALL RAFTER WOOD JOIST TOP PLATE GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 948"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD 8" - 14" LSTA30 1-1/4"00" 18ga. STRAP INSTALL 4'0" O.C. AND JACK STUDS MAXIMUM SPACING DBL. SILL PLATE 1 STORY \ LOCATION USP NUMBER DESCRIPTION APPLICATION SILL PLATE TO FOUNDATION SOFFITED EAVE 36" OC CRA PAC OR FOU NDA TION 0 CONNECT TO 1-2 STORIES 57" OC INSTALL 4'0" O.C. � U ON ALL OPENINGS LSTA36 / ��" m � 0*1 ti 4" - 6" RAFTER RTI 0 10-3/4" x 18gu. TYDOWV ANCHOR EACH RAFTER ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ' PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RAFTER TO PLATE ` SLAB OVER BEARING WALLS AND HEADERS a 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP INSTALL 4'0" O.C.CONNECT TYP. CONC. FOUNDATION TO ( n 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD 8" - 12" RAFTER RT20 21-1/8" x 20ga. TYDOWV ANCHOR EACH RAFTER GRANULAR FILL . O 6MIL POLY ON EXTERIOR /1�1 , , , ` • ' % VIV ALL VrLIV IIVUJ V' • ♦ \� ` , I 2ND. FLOOR WALL RAFTER WOOD JOIST TOP PLATE GIRDER/HEADER 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 948"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS WALL STUD p REINFORCING BAR DRAIN TILE i D TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION MAXIMUM SPACING DBL. SILL PLATE 1 STORY \ PA OR FOUN ATON CRAWLSPACE SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRA PAC OR FOU NDA TION 0 TERMITE SHIELD 1-2 STORIES 57" OC INSTALL 4'0" O.C. � U 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS ON ALL OPENINGS m � 0*1 ti LOCATION USE NUMBER DESCRIPTION APPLICATION SILL GASKET ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS ' RAFTER/PLATE RT15 TYDOWN ANCHOR CONNECT EACH RAFTER TO PLATE ` SLAB INSTALL 4'0" O.C. a 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS ON ALL OPENINGS TYP. CONC. FOUNDATION hwW•'1 ( n 60MIL. POLY TO ALLOW FOR SHRINKAGE. k REDUCE BUMP OUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER PLATES TO EACH STUD p REINFORCING BAR DRAIN TILE i D TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING DBL. SILL PLATE 1 STORY 72" OC PA OR FOUN ATON CRAWLSPACE SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRA PAC OR FOU NDA TION 0 TERMITE SHIELD 1-2 STORIES 57" OC SLAB -ON -GRADE � U tr�j � M � m � 0*1 ti SILL GASKET ' ` SLAB L a r ' /✓ ' TYP. CONC. FOUNDATION hwW•'1 ( n 60MIL. POLY � a ►-r V % DAMPPROOF EXTERIOR V GRANULAR FILL . O 6MIL POLY ON EXTERIOR , , , ` • ' % W • V STEEL COLUMN O J Z A > 1) Y -- U ct NU ► V SCALE: 1/4"=P-0" CONC. SLAB v ANCHOR BOLT EMBEDMENT: // III % e • ( n POURED CONCRETE: 7" V COMPACT FILL i► , BLOCK WALL: 15" V KEYWAY FOOTING ► ,�•♦ , Q,& •• CONC. FTG. —� •� ,•Q•� ��►• USE WITH 3x3 SQUARE WASHERS ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) %% p REINFORCING BAR DRAIN TILE i D TYPICAL CONC. FOUNDATION. APPLY PILASTERS WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. I � SUB FLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE�_ JOIST COMPACT FILL i DOOR i I USE 2X8 STEEL BEAM i FOR BLOCKOUT • 4" SLAB • , • • • P.T. PLATE I �I� W/ 6X6 WMM \ SLOPE. 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT i+'•- . �h� {. • !�. ,� 1 • •,, 7 1/2" •. (WITH A NAILING PLATE IF NEEDED) �,�ktt•� ARC�r4\ ' •tom 4• • •' TO BE APROX. 1/2" OR HIGHER THAN At A • - -� - s- -u - J - „ • • • " e .''4 �� • , ! j • ! •• ► • • • (PROVIDE STRAPPING TO KEEP JOISSTEEL BEAM TO ALLOW FOR TS AAG F l 1� SC, � 4 ! t 12" • i��t • Q 6X6 W.W.M. ; , ; •— w e• • ! _nl • • ► • • • •! _ , MIN. L '• Qy Qy ^ • y • ' ••► IST yap, y.y M• 4 REINFORCING BAR 1 ! ► • II -11'•'• "'�"f�', y! 4 REINFORCING BAR ��• �•• ► ' r4 , A DRAIN TILE I� ►I • • • 11-A I• • I• • — c!.•+1•„�� STEEL Jq{( 12" ;ATE L 0 BEAM) ,1r .•f TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS 15ENEATH BEARING WALLS AND COLUMNS. I A �j � . f REINFORCE FOOTING WITH (2) y4 REINFORCING BARS. GARAGE DOOR BLOCKOUT T F4 � •4 REVISIONS FOUNDATION 5/8" DIA. ANCHOR BOLT ANCHOR BOLT CONNECTION SUPPORTING MAXIMUM SPACING SILLPLATE TO FOUNDATION 1 STORY 72" OC PA OR FOUN ATON CRAWLSPACE SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRA PAC OR FOU NDA TION 0 WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB -ON -GRADE � U tr�j � I � SUB FLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM GARAGE�_ JOIST COMPACT FILL i DOOR i I USE 2X8 STEEL BEAM i FOR BLOCKOUT • 4" SLAB • , • • • P.T. PLATE I �I� W/ 6X6 WMM \ SLOPE. 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT i+'•- . �h� {. • !�. ,� 1 • •,, 7 1/2" •. (WITH A NAILING PLATE IF NEEDED) �,�ktt•� ARC�r4\ ' •tom 4• • •' TO BE APROX. 1/2" OR HIGHER THAN At A • - -� - s- -u - J - „ • • • " e .''4 �� • , ! j • ! •• ► • • • (PROVIDE STRAPPING TO KEEP JOISSTEEL BEAM TO ALLOW FOR TS AAG F l 1� SC, � 4 ! t 12" • i��t • Q 6X6 W.W.M. ; , ; •— w e• • ! _nl • • ► • • • •! _ , MIN. L '• Qy Qy ^ • y • ' ••► IST yap, y.y M• 4 REINFORCING BAR 1 ! ► • II -11'•'• "'�"f�', y! 4 REINFORCING BAR ��• �•• ► ' r4 , A DRAIN TILE I� ►I • • • 11-A I• • I• • — c!.•+1•„�� STEEL Jq{( 12" ;ATE L 0 BEAM) ,1r .•f TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS 15ENEATH BEARING WALLS AND COLUMNS. I A �j � . f REINFORCE FOOTING WITH (2) y4 REINFORCING BARS. GARAGE DOOR BLOCKOUT T F4 � •4 REVISIONS • 0 O 1'•I ti N � U tr�j � M � m � 0*1 ti U w a 1--1 hwW•'1 (� � a ►-r U O U W O J Z C � 1) Y -- U ct NU DRAWN: MH / MS SCALE: 1/4"=P-0" JOB #: 10/29/2012 SHEET NUMBER: A-6 GENERAL NOTES CONSTRUCTION NOTES: 1). The information within this set of construction documents is related to basic design intent and framing details. They are intended as a construction aid , not a substitute for generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product. 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even if in variance with the plan. 3). Dimensions shall take precedent over scaled drawings. (DO NOT SCALE DRAWINGS). 4). The designer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety precautions and programs in connection with the work. There are no warranties for a specific use expressed or implied in the use of these plans. 5). Refer to the Window and Door schedule for exterior openings. 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets or exceeds manufacture's specifications and applicable codes. 7). The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. 9). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: 1). The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade. 2). All footings to rest on undisturbed (virgin) soil. 3). Provide 1/2" expansion joint material between concrete slabs and abutting concrete or masonry walls occuring in exterior or unheated interior areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with #5 re -bar, 18" long at 12" o.c.. Use approved epoxy for installation. 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 950/6 relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Dampproof exterior of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code. A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 2006 SIC High Wind Edition Wood Framing Construction Manual. 2). Unless otherwise noted, all framing and structural wood material to be X2 + 1TR. Douglas Fir. 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted otherwise. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 fit + BTR. Doug. Fir. Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) full length studs on each side of openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 41 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub Floors to have ceramic the installed shall be verified for proper load capacity unless noted on plans. 7). Provide 2 -1-3/4" thick microlams ( height to match floor joists) around stairwell and/o other access openings unless otherwise noted (typical). 8). Dormers running up roof rafters are to be supported by double rafters on either side where applicable unless otherwise noted. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists under all bearing walls. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as needed. 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 13). All bathroom walls to have 1/2" thick moisture -resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8" thick type -x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and finished. 14). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. WIND FRAMING NOTES 1). RIDGE -TO -RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of Ed nails in the strap. 2). RAFTER -TO -WALL ASSEMBLY: Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections In accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab -on -grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all corners. 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a -b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type 11 exterior shearwalls shall meet the requirements of table 3.15a -b times the appropriate length adjustment factors In table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when Interior shearwalls are used. Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. E). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3.5. Window sill plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvinized or stainless steel. 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. Use a minimum 1/2" dia x E" long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. 4). Deck joists to have blocking at 8'0 o.c.. 5). A minimum of 10 inch flashing shall be installed between the building and ledger. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts where needed. 6). Concrete piers shall be a minimum 6" above grade. 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure. Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted. HVAC SYSTEM NOTES 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety requirements. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for final review and approval. ELECTRICAL NOTES: 1). All electrical to be installed as per N.Y.S. Residential Construction Code. 2). All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 of N.Y.S. Residential Construction Code. NAILING SCHEDULE a - ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING Id RAFTER TO 8' WALL: 3 -Ed COMMON EACH FACE NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER TOE -NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH FACE TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE -NAIL CEILING JOIST TO AS PERTABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PERTABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PERTABLE 3.4 EACH FACE TO RAFTER WFCM - SIC END NAIL BLOCKING 3 - Ed COMMON EACH TOE TO RAFTER 2 - 8d COMMON END NAIL RIM BOARD 3 -16d COMMONPER EACH END TO RAFTER 2 - lbd COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING Id TOP PLATE TO WALLBOARD PER FACE NAIL TOP PLATE 2 -16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT 6" O.C. FIELD JOINTS FACE INTERSECTIONS 4 -16d COMMON EA. SIDE NAIL STUD TO DECKS EACH FACE STUD 2 -16d COMMON24" O.C. NAIL HEADER TO DESIGN LOAD CALCULATIONS 16" O.C. FACE HEADER 16d COMMON ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: 3 - Ed COMMON PER TOE FLOOR JOIST, $AND 101ST, 2 -16d COMMON PER FACE NAIL END JOIST OR BLOCKING 3 -16d COMMONPER FOOT SEE NOTE: 1,2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. QTY. SPACING Id JOIST TO: WALLBOARD PER TOE SILL, TOP PLATE OR GIRDER 4 - Ed COMMON JOIST NAIL. BRIDGING 6" O.C. FIELD EACH TOE TO JOIST 2 _ gd COMMON END NAIL BLOCKING DECKS EACH TOE TO JOIST 2 _ Rd COMMON END NAIL BLOCKING TO: DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) TOE SILL OR TOP PLATE 3 -16d COMMONEACH BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TO BEAM TO HEAVY JOIST NAIL JOIST ON LEDGER 3 - Ed COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 -16d COMMONPER PAGE &GENERAL NOTE PAGE END TO JOIST SEE GENERAL NOTE PAGE JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SH A HING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANEL Id AS PER TABLE 3.8 WALLBOARD (SEE PLANS) WFCM . SIC CEILING SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING GYPSUM 5d COOLERS T0 C EDGE WALLBOARD (SEE PLANS) 10" O.C. FIELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS (SEE PLANS) WFCM - SBC 7/16" OSE 6d COMMON 3" O.C. EDGE PLYWOOD 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL 6" O.C. FIELD GYPSUM 5d COOLERS 7" O.C. EDGE WALLBOARD EXT. BALCONIES 10" O.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL BUILDING USE QTY. SPACING STRUCTURAL PANELS gd COMMO 6" O.C. EDGE I" OR LESS (SEE PLANS) 12" O.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed 3" on -center at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced tol -16d nail per foot. PLAN CONTENTS: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL SEISMIC BUILDING USE RESIDENTIAL DWELLING AT PANEL EDGES BUILDING HEIGHT (SEE PLANS) ICESHIELD TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) SPEED DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND LINE TERMITE 2006 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL DESIGN FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES LOAD (MPH) EXT. BALCONIES 60 DEPTH DECKS 40 TEMP. ATTICS w/o STORAGE 10 20 LIS. ATTICS w/ STORAGE 20 DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 (LIVE LOADS PSF) 11 YES - ROOMS (OTHER THAN SLEEPING) 40 ROOMS (SLEEPING) 30 TO HEAVY STAIRS 40 GAURDRAILS ANY DIRECTION 200 EXPOSURE CATAGORY (DESIGNED FOR CAT. C) LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION ROOF - FOUNDATION)DETAIL PAGE &GENERAL NOTE PAGE NAILING SCHEDULE SEE GENERAL NOTE PAGE EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Sym.: FIRE PROTECTION SEE FLOOR PUNS SMOKE & CO2 DETECTORS TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST AT PANEL EDGES SUPPORTS IN THE PANEL FIELD WINTER ICESHIELD Ed COMMON @ 6" O.0 SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH) CATEGORY SEE NOTES: 1,3 DEPTH TEMP. REQUIRED HAZARDS 20 LIS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 YES - TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE Ed COMMON @ 6" O.0 Ed COMMON @ 6" O.C. SEE NOTES: 1.3 INTERIOR ZONE Ed COMMON @ 6" O.0 Ed COMMON @ 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) INTERIOR ZONE id COMMON @ 6" O.0 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON@ 4" O.0 td COMMOi: @ 4" O.C. SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/ truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE id COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD INTERIOR ZONE id COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE -X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). USE SIMPSON HANGERS AND ANCHORS WITH Z -MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - FIRE15LOCKING REQUIRED Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall be provided in wood -frame construction in the following locations. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass fiber shall be allowed as fiireblocking in walls constructed using parallel rows of studs or staggered studs. 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R314.8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of combustion. 5). For the fireblocking of chimneys and fireplaces, refer to Section R1001.16. N.Y.S. Residential Code. REVISIONS C 0 C4 N N � U 2 C5 lzt oxo w U M x � U r~ z .r ry F -L.1 F--1 a ^ P. W zw z U oQ z w O V1 cu>_ Z O J Z C O :3 Y o U) U rCD S Ct N U DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB ;f: 10/29/2012 SHEET NUMBER: A-7