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t o�guFF014,pG Town of Southold 10/25/2016 P.O.Box 1179 o - �' 53095 Main Rd Q4,1 �yyO�� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38615 Date: 10/25/2016 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 3000 Moores Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.4-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2015 pursuant to which Building Permit No. 39530 dated 2/9/2015 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: ADDITION AND ALTERATIONS INCLUDING COVERED PORCH TO AN EXISTING ONE FAMILY DWELLING AS APPLIED FOR The certificate is issued to Corchaug View LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39530 06-16-2016 PLUMBERS CERTIFICATION DATED 08-12-2016 Brad Piecuch Auth ed Signa re ®.SSU&F01'fi©Gy Town of Southold 10/25/2016 P.O.Box 1179 P 53095 Main Rd dyfj�� yo` Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38616 Date: 10/25/2016 THIS CERTIFIES that the building IN GROUND POOL Location of Property: 3000 Moores Ln, Cutchogue SCTM#: 473889 See/Block/Lot: 116.4-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2015 pursuant to which Building Permit No. 39530 dated 2/9/2015 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: RAISED PATIO ADDITION WITH IN-GROUND SWIMMING POOL,FENCED TO CODE, AS APPLIED FOR The certificate is issued to Corchaug View LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39530 10-13-2016 PLUMBERS CERTIFICATION DATED Authok%62 Signatur �o�ag�GFflt,�C�G� Town of Southold 10/25/2016 0 P.O.Box 1179 o 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38617 Date: 10/25/2016 THIS CERTIFIES that the building HOT TUB Location of Property: 3000 Moores Ln, Cutchogue SCTM#: 473889 Sec/Block/Lot: 116.4-8.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/20/2015 pursuant to which Building Permit No. 39530 dated 2/9/2015 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: HOT TUB AS APPLIED FOR The certificate is issued to Corchaug View LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39530 06-16-2016 PLUMBERS CERTIFICATION DATED AuthorKa Signatu e I o�SUF QF c��o TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE boy • & 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#: 39530 Date: 2/9/2015 Permission is hereby granted to: Tyree, Barbara PO BOX 974 Cutchogue, NY 11935 To: Addition and alteration ONLY to single family residence. At premises located at: 3000 Moores Ln, Cutchogue SCTM # 473889 Sec/Block/Lot# 116.-1-8.3 Pursuant to application dated 1/20/2015 and approved by the Building Inspector. To expire on 8/10/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,142.00 CO -ALTERATION TO DWELLING $50.00 Total: $1,192.00 r r Building Insp or Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY i This application must be/filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00, Additions to dwelling$50.00, Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. r 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. 6 Zo New Construction: Old or Pre-existing Building: (check one) Location of Property: 3 000 Aap2,�f C� &�"� House No. Street Hamlet Owner or Owners of Property: 00 e e LQ // t t`. � I V Suffolk County Tax Map No 1000,Section t/ t0 Block 01 Lot •,� Subdivision Filed Map. Lot: Pen-nit No. � � Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: - / (check one) Fee Submitted: $ 5—V Applican ky re rV SOU��®� 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 c • �� roger.riche rtp_town.southold.ny.us Southold,NY 11971-0959 C®UNTv,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Rivkin (Corchaug View LLC) Address: 3000 Moores Lane City: Cutchogue St: New York Zip: 11935 Building Permit#: 39530 Secton: 116 Block: 1 Lot: 8.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Platinum East Electric License No: 34091-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 142 Ceding Fixtures 12 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt Wall Fixtures 32 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 112 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture 6 Pumps Transformer Appliances 1-D Dryer Recpt 2-30 Emergency FixturesTime Clocks Disconnect Switches 116 Twist Lock Exit Fixtures TVSS Other Equipment: 6- Base Board Electric Heaters, 7- GFCI Circuit Breakers, 1- Well Pump, 7 Exhaust Fans,6-Paddle Fans,8 ft. Lighting Track,Gas Cook Top,2-Electric Ovens,3-Geothermal Heat Units- Notes: 1-50A&2-20A,20 KW Standby Generator with 100A Transfer Switch,Supply 60A GFCI Protected Disconnect For Self-Contained Hot Tub. Inspector Signature: Date: June 16, 2016 z Electrical 81 Compliance Form.xls pE SOU��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 1179 R., ® a� roge r.riche rt(-town.southold.ny.us Southold,NY 11971-0959 Q I�COUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Corchaug View LLC (Rivkin) Address: 3000 Moores Lane City: Cutchogue St: New York Zip: 11935 Budding Permit#: 39530 Section: 116 Block: 1 Lot: 8.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Arelco Electrical Contracting License No: 3973- ME SITE DETAILS Office Use Only Residential X Indoor Basement Service Only Commerical Outdoor X 1st Floor Pool X New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling 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 1 Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks El Disconnect Switches Twist Lock Exit Fixtures TVSS Other Equipment: Inground Swimming Pool to Include; Bonding, Control Panel, Low Voltage Pool Lights, Gas Pool Heater, 3- GFCI Circuit Breakers, Cover Motor Notes: Inspector Signature: Date: October 13, 2016 0-81-Cert Electrical Compliance Form.xls Town Hall Annex r u Telephone(631)765-1802 54375 Main Road �' Fax(631)765-9502 P.O.Box 1179 ® Q Southold,NY 11971-0959 D RQF0V[R BUILDIINTG DEPARTMENT D TOWN OF SOUTHOLD AUG 12 2016 BtUDING DEPT. TOWN OF SOMOLD CERTIFICATION Date: 8IJZht,, Building Permit No. Owner: Rivkin (Please print) Plumber:.8rdd AcCUr-A (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. `I G (Plu hers Signature) Sworn to before me this day of AVA Lka 20� CONNIE C.BUNCH • Notary Public,State 01 New York No.01BU6185050 Notary Public, 0\,A_H�.ounLY Qualmed In Suffolk County Q Commission Expires NO 14,2 r 3 - 3 � o��oF SOUTyo! TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ,�'-NSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] 'FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL REMARKS: DATE l / `� INSPECTOR i oF so�ryOlo l ® / TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 2,� ,— DATE 1 1 16 INSPECTOR�� OF SOUT,y�lo UOUMV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC -ION- "] FOUNDATION 1ST [ ROUGH PLUMBING [ ] UNDATION 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 /L t INSPECTOR OF SO(/T�olo - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO?HPLUMBING [ ] FOUNDATION IST [ ] R [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E RICAL (FINAL) [ ] CODE VIOLATION [ 'CAULKING REMARKS: DATE INSPECTOR 4 l� OF SO(/Tyol � o o�ycOU ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLff ION [ ] CAULKING REMARKS: DATE 07 �3 �� INSPECTOR ' pF SOUryOlo �j g�7 �o • �o coulm 0c� TOWN OF SOUTHOLD BUILDING DEPT.- 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) REMARKS: DATE -/0// INSPECTO CRHITECT JMARK SCHWARTZ&ASSOCIATES 28495 \lain Road•PO Box 933•Cutchoguc, NY 11935 631.734.4185 1 www.mksarchitcct.com September09,2016 D [ECF-0V[2 D Southold Town Building Department SEP " 9 2016 P.O.Box 1179 Main Road Southold,New York 11971 BUILDING DEP'!'. TOWN OF SOUTHOLD Re: Rivkin House 3000 Moore's Lane Cutchogue,NY Permit#39530 To Whom This May Concern: I have been on site during construction and reviewed portions of the project. The venting for the hot water heat has been installed as depicted in the attached submittal from All Points East Plumbing& Heating paperwork. I hereby certify,to the best of my knowledge,this work has been completed and meets or exceeds Town and NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, ,p A NS ;hh rzr ` i)y 9 0 Mark Schwartz 71A ✓lumber American huututc of Aichitectme RHITECT MARK SCHWARTZ &ASSOCIATES 28495 Main Road•PO Box 933•Cutchogue, NY 11935 631.734.4185 1 www.mksarchitcct.com iSeptember 12,2016 D D Southold Town Building Department SEP 1 2 2096 P.O. Box 1179 Main Road Southold,New York 11971 BUILDING DW'. TQWN OF SOUTuOLD Re: Rivkin House 3000 Moore's Lane Cutchogue,NY Permit#39530 To Whom This May Concern: I have been on site during construction and reviewed portions of the project. The intake and venting for the hot water heat has been installed as depicted in the attached submittal from All Points East Plumbing&Heating paperwork. I hereby certify,to the best of my knowledge,this work has been completed and meets or exceeds Town and NYS code requirements. Please.call this office if you have any questions or require additional information. Very truly yours, ell U4 Mark Schwartz � `p AIA Nlemher Amej scan Insbitite of Ai,chttecture NTS 1' 1 1 0 • " ri • 1 1. �I FAMM&O.Ii ROMAN VAX STATE ENERGY CODE • 1: 1 t i r r e�' r✓ / owl, 'mo • '' b WON .. 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 SoutholdTown.NorthFork.net PERMIT NO. )C(S Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined 120 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: J Z Disapproved a/c Phone: Expiration ,20 for APPLICATION FOR BUILDING PERM Date 0 , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances,building code,housing code, and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agen , architect, gineer, general contractor, electrician, plumber or builder Name of owner of premises ( L V N / U i(-1 (As on the to 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. 1. Lo ation of land on which proposed wor c will be done: House Number Street Hamlet k i t"0,{!3P* i`i.5K`"?ti t:1{{.'i{p � t-,1,J 5 County Tax Map No. 1000 Section ft' tBloek ; :,�: �f Lot 1 Subdivision Filed Map No. Lot '~ 2. State existing use and occupancy of premises and intended use and occupancy of prop sed construction: a. Existing use and occupancy N L E- F4 M , 12 E E w ' 612, b. Intended use and occupancy Sl NCI L4157 F4114 12C f. ",,( 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 of each type of use. 7. Dimensions ofxis rf uctures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height NumbSt ries 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 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO—>!�— 1 13. Will lot be re-graded? YES NO_KWill excess fill be removed friom premises?YES NO 14.Names of Owner of premises, U /A) Address A/ 00 Phone No.9176 4 41 7-7L Name of Architect .5C.I4 /2 T Z-- Address 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 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) COUNTY OF SfJ C M-- k/ being duly sworn deposes and says that(s)he is the applicant qIe r Scltf (Name of individual signing contract)above named, (S)He is the Akcl't:tl ( ontractor,Agen, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this 2— day of 20j5 ; CONNIE D.BUNCH Notary Public Notary Publio, ® w o Signat re o Applicant No.01 BUS185M Quaffiad In Suffolk County Commission Expires April 14, ®��®F SQ�jy®� Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road (631)76 JR5Q2� P.O.Box 1179 ® roner.richert -own.sou olaa.ny.us Southold,iVY 11971-0959 BUILDING DEPARTMENT TOWN 01F S0=0LD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: �(�'IT('� Date: Company name: „�UA-L Name: - License No.: 3 yo c) r Address: 3 K(--2A-v&tit S /' SU✓l ffv t /L� _ !f '7 Phone No.. JOESITE INFORMATION: ('Indicates required information) 'Name: Ag F /-1/25 1C1 VKr1V Address: �Dbo /"1 ov S L *Cross Street: *Phone No.: r74 j I Y14 Permit No.: Tax Map District: 1000 Section: Block Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (PBease Circie.All That Apply) *Is job ready for inspection: YES/vo"') Rough In Final *Do you need a Temp Certificate: YES/ Temp Inf®rmation (if needed) =Service Size: ,1 Phase 313hase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form Cly NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION NOW Facility DEC ID 1-4738-02778 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: CORCHAUG VIEW LLC CORCHAUG VIEW LLC PROPERTY C/O DAVID RIVKIN 3000 MOORES LNISCTM#1000-116-01-8.3 910 5TH AVE CUTCHOGUE,NY 11935 NEW YORK,NY 10021 (212) 909-6671 Facility Application Contact: MICHAEL A KIMACK 321 RIVERSIDE DR RIVERHEAD, NY 11901 (631) 727-2103 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 710.914 NYTM-N: 4541.47 Latitude: 40059149.8" Longitude: 72°29'32.5" Project Location: 3000 Moores Lane - Watercourse - Downs Creek Authorized Activity: Relocate existing gazebo. Construct pool, patio, fence and associated pool equipment structures. Convert existing covered porch into addition and construct new covered porch. Remove trees. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 11/10/15. Permit Authorizations Tidal Wetlands- Under Article 25 Permit ID 1-4738-02778/00002 New Permit Effective Date: 11/10/2015 Expiration Date: 11/9/2020 Page 1 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 9b Facility DEC ID 1-4738-02778 NYSDEC Approval 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:LAURA J SCOVAZZO, Deputy Regional Permit Administrator Address: NYSDEC Region I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook Y11790 - 09 Authorized Signature: Date U/ Distribution List MICHAEL A KIMACK Habitat- TW LAURA J SCOVAZZO Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS I. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. 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 all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned, along with photographs of the completed work. 3. 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. Page 2 of 6 r AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION low `M Facility DEC,ID 1-4738-02778 4. 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. 5. 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. 6. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 linear feet from the tidal wetland boundary. 7. 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. 8. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 9. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or as per NYSDEC approved plan linear feet from the tidal wetland boundary, or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good, functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 10. No Pool Discharges to Wetland There shall be no draining of swimming pool water directly or indirectly into wetlands or protected buffer areas. 11. No Drywells in or near Wetland Dry wells for pool filter backwash shall be located a minimum of 75 linear feet landward of the tidal wetland boundary. 12. No Changes to Septic System This permit does not authorize any alteration, expansion or replacement of existing septic systems. 13. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains (or other NYSDEC approved devices)placed on the seaward side between the fill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. Page 3 of 6 r NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �■r• Facility DEC ID 1-4738-02778 14. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the 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 structure 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. 15. 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 structure 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. 16. 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. 17. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Mark Schwartz&Associates revised 10/7/15 stamped NYSDEC approved 11/10/15. 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 improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: I. Facility 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 Environmental 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). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. Page 4 of 6 Aft NEW YORK STATE DEPARTMENT OF ENVIRpNMENTAL CONSERVATION do'w Facility DEC ID 1-4738-02778 MW A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this 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. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must 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 I Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook, NY11790 -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. 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 of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department,related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION +. Facility DEC ID 1-4738-02778 NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does . not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's 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. 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. Page 6 of 6 � l K ( Scott A. Fussell Ir ST01kWAVAT]E)k SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 ® Town of Southold oV JAN 2 3 2015 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square ,feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑�[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑� E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. �C If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department witE—your Building Permit Application. APPLICANT (Property Owner,Desi rofessional,Agent,Contractor,Other) S.C.T.M. 1000 Date D(strlct C Q NAME � Q 1 V�'3 oI � T Section Block Lot FOR BUILDING DEPARTMENT USE ONLY Contact Information -7 f JOY Reviewed By: - - — — — — — — — — — — — — — — Dat : j —;©' /5 Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — 3 LUQ ,/,�OG��f / „_�� ❑ A roved for processing Building Permit.ormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT S.C.T.M.# 1000 (Pmperty Owner,Design Professional,Agent,Contractor,Other) -_--------�_ —� �QSUFfQ,Y, C��1 E� 236 JStormwater Management Control Plan CHECK LIST n & A NAME J section Block Lot y S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application. Plea Print Q q Date: * The applicant must provide a Complete Explanation and/or Reason for not providing J gwro ve(� Q j Z. / ��"ll�f all information that has been Required by the following Checklists aw,nawre r dew�or , 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items: YES NO NA if you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. b. Total Site Acreage. =53H� c. Existing-Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Cha�actenstics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. ./ 00 f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) DRAINAGE WSPECTIGNS ARE REQUIRED g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& BdWill, OR Provide Engineer's Certification proposed structures. Ito tKedrainage— Has been installed to Code. 1. Location of proposed Swimming Pool and discharge ring. �0 J. Location of proposed Soil Stockpile Area(s). EROSION k. Location of proposed Construction Entrance/Staging Area(s). Z 0� CONTROLS 1. Location of proposed concrete washout area(s). ✓ Shall include but not be limited to: M. Location of all proposed erosion&sediment control measures. well maintained Construction 2. Stormwater Management Control Pian must include Calculations showing Wire Backed Silt Fencing, that the stormwater improvements are sized to capture,store,and infilti ate Seedingof on-site the run-off from all impervious surfaces generated by a two(2•')inch rainfall/storm event. 3 Details&Sectional Drawings for stoi mwater practices are required foi approval Items requiring details shall include but not be limited to: a. Erosion& Sediment Controls. 0� b. Construction Entrance&Site Access. 0� c. Inlet Drainage Structures (e.g.catch basins,trench drams,etc.) 0� d. Leaching Structures (e q.infiltration basins,swales,etc.) $F__11F_1 **** FOR ENGINEERI - D PARTiv1 T E ONLY* * Additional Information is Required. Reviewed& M Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: 2 SMCP has been approved by the Engineering Department. FORM n SWCP Check List-TOS MAY 2014 DSV �S� D CC�Cn B ��[ Telephone(631)765-1802 54375 Main Ra y ,ax(631)765- 5p2 P.OA.B,,,o�117 G roger.richert tOWn.SOIIt OIC! ny uS dCTSoQld,Q X1971-0959 ' �o ! 1y�,0UI�IT'I,�� BU"ING DEPT. I- TOWN OF SOU MOLD BUILDING DEPARTMENT ' TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • E REQUESTED BY- Date: Company Name: ;G Name: License No.: Address: k62-0 " e t1u `J j ! Phone No.: JOBSITE INFORMATION: (*Indicates required information) l *Name: y-. AU&\k el..� *Address: U *Cross Street: *Phone No.: Permit No.: C 3� Tax-Map District: 1000 Section:_] Block: Lot:___ i *BRIEF DESCRIPTION OF WORK(Please Print Clearly) coo - f (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 �l 82-Request for lnspecdon Form \Q f 4N TOWN -,OF SOUTHOLD,PRGPERTY REQ qJW CARD STREET VILLAGE DIST. SUB. LOT gt FORMER OWNER NE ACR. NPC C e_-i�<0 ,r, I S W tt TYPE OF BUILDING Ri�1(46 (70 5 W-n i, �4 RES. 2 SEAS. VL. FARM- COMM. LAND IMP. TOTAL DATE REMARKS ell k-,f:> 1-7,71 SOO A 6r�� e!"r 1-1 v Yc- v, il, 0-0 lb 103 6P# 2\%6e (Whce-S FRONTAGE ON WATER TILLABLE FRONTAGE ON ROAD Z612, WOODLAND DEPTH ovr MEADOWLAND BULKHEAD HOUSE/LOT TOTAL }{0 6.'-'� 'fes' .�Q •F r^ ly'+^ .s,.� �...o I -r/,a- -._.-�.- ...... w __ _ _..... - ... .-. _..-.. - -. w( ,� #..:` ����� i.�"="�:•a^'_��A ), rti 97'e3 4.^',,.T^'.j:14' -{,.+.y�.�Hr�� f.:j. . COLOR ,✓„,4 h IT a 1 ' 5+;''y y1"w'�'�.'i•f� -7f9� #�,�� gQ:Ve4, ,w.s y. _ . .t f � � � n� i '1. ;;mfN`�x,'�' ��' � ::` � u,�, �,,�:`�, � ";:{.. -�:�,..� � ,�. � -�' � t` '�. fir,`►• ftir� �� =tea, .� � ""�fi"`�'°-_;� �_:.:. _ ��• _ _ _ 116.-1-8.3 4/07 M. B dY� j_ ? b � � Foundation ce ��` Bath Dinette -r- s- ! u , .r f Extension '� �' " l`9�/ FULL ' Basement CRAWL Floors Kit. f f,.=��:c�, SLAB Exteysgn el � ggg Ext. Walls (�f � Interior Finish L.R. Extensio� '' c'? 'p 2 r Fire Place Heat /� ! � � �.�: ,�..�� , .., ,� ,;a -" o �, D.R. � Pia ko � , • . ;+: .Pc :`� =,., �` lir.SDc�� Woodstove BR. Porch Dormer s'Fr Fin. B. 09.1 M7 3 = Sy Attic Breezeway- •" F — ('CA,fIrl = ?'�r�,rs 5q�r- L��a Rooms 1st Floor R Garage ,2-cr ,PL/�r Driveway Rooms 2nd Floor z Y z3=/s9g G3 (? .2 S` Pool iO kM 4,6, w^a or. .SM rL�C�. � 3 r.4 or ` '. S ft'S It- . y ,tf r.. ii47 9 Air � p ir er Y F A 1 1 �1Y v ( �J V Ow- P C)o E- Bunch, Connie From: Bunch, Connie Sent: Thursday, September 29, 2016 10:47 AM To: Mark K.Schwartz(mksarchitect@optonline.net) Subject: Rivkin (Corchaug) For BP 39530 we don't have an electrical application and $100.00 for the swimming pool. Roger looked at the house and the hot tub.Should I send a letter to the owner or will you let them know? Thanks Connie 1 r�I 1 ALL POINTS EAST I N VO 16 E BRA€!PIZECUCH T;;I.6?•"3.:':34:T��'r3• u�.��,t:��a�sr1 Irl:;urt=t; s '1:3:•:7'art{G�Cr'f,Ji i1rt�.+�, fc�l3ttirur:a:,,!•a'r 1��3�a'.�. " a Labx aw, =,,.r>•"�_;.< .!r e�..T,t:l ','w{-.J3 -r'-i.�-:...-E''`1- - 'G,'}_f,ICFI j?•si]�:� _.o.ro. 'uv'r ..,,��'n3 '.�c`1:'_��..-�.i.G;l.•ti —a`#:�:_�i- ur��rt-3.-,.,'E+, yr 3 r' _r_�..`r-rZz�r��,1 vLti.3 -�-r-�-'�`? r _ --•- ,�'`-`z`rjt':Y, .�J_�1�3i �s.:�--....�.r.'_��y'> .-r� ��i..r-i .., (.�`' � ,�-.p r i t 7— _� !LLL '4'�'``-• 4•`«`i ,. Subta�tat "�' Tax S Payment in full i:;due upan Cc)mpfc6on of job. TOTAL `' • ';cnttn;;^; ke and Fxi-Itl;<t tU I Sarlw Lou,dor Cvt`ts3`ensing 10;131Nf Heatot' Commors Venting l7Cti5 tnl;resin. I F,rttgtr.; A�pd4 f: NPE.1343A17.3 QA/24t]ti l':fr�-s ._1. � `_. •� ��� '1Z',:aCfirr_rjrr.:'n. 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If-,.P: a c 1-1 17th-.vaiu-i .2 1 bo Ly th z t,,�it I be u f,:d in the vent,zdd 5 feet a T 3,-J,)t--, 11 c-0s:_-,le r,0 tL, QCAUTION Requdic5s of V-ez ---mt ewe listed tp,tf-2 Table.thii zo th1L comm--yi vnt fouv be z-r,I, ye sS,1*, If tre- Iunjcft ccnnc��,,r and the rccrrra-ncndoj vent zt'e fhe sarne!e:c,u:?fhe r-2xt tomest sc-i for the vem. Tolml len-11th(LI o V/f -crtoml uww N P Enl SDA-- 31`10, efl�Mm! 01 (L-nL i &XI Sm, EPI I,I R.-n,' 60 0 Mt1' 60,W) �,.__,_,_J�4.oci,__._. _,_,_"_�_ ._M{__ ._ , .�. . _ _ -7-.,- - J5Q?18mi L,0 i-s a rn E;j(48-111 -M; NO G! 0,m 1 160 7e, 3 M2, m) 2 C0 7r,-,) T 12 C,T7 mil w_ _3,-�....__-,.._- __ �. _ -_# ,,.__S. _._ _�4- 71t6A)"11 M; '17 M, 1'r4i401;0 i ft 7 ------ Q 7. —-4 --47- "D=:R" SP, 7 5 9 2.f K;D 33 m) n �6 rn) N,;_3n,,l 13 m,) ? 7, T 3 ?,-, 77 2m) mo REVISIONS: N / O / F DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: NORTH FORK PROPERTY: 203,053 SQ.FT. 4.6615 ACRES COUNTRY CLUB PROPERTY WETLANDS: 42,116 SQ.FT. 0.97 ACRES BUILDABLE PROPERTY: 160,937 SQ.FT. 3.6946 ACRES S ^ ESTIMATED AREA OF 24,500 SQ.FT. 7 19'5 01I GROUND DISTURBANCE: 8 N / o / F p 246.47' NORTH FORK 115 (),0 EXISTING HOUSE: 3295.0 SQ. FT. 2.1% ' COUNTRY CLUB ^ EXISTING GARAGE: 654.0 SQ.FT, 0.4% EXISTING DECK: 1140.5 SQ.FT. 0.7% EXISTING PORTICO 94.0 SQ. FT. 0.06% ♦ O ♦ N EXISTING PLAYHOUSE: 131.2 SQ.FT. 0.080/0 ♦ "1 \ �+/, EXISTING ARBOR: 18.0 SQ.FT. 0.01% - - EXISTING GAZEBO. [828 SO.FT.J REMOVE \ N 0, � Cn [5,332.7 SQ.FT.] [3.359/6] PROPOSED ADDITIONS: 57.3 SQ. FT. 0.0111/0 17 CU.YD. 9 CU.YD. (05 PROPOSED SCR. PORCH: 311.0 SQ.FT. OVER EX.DECK) 2 CU.YD. 1 CU-YD. O PROPOSED PATIO: 2432.6 SQ.FT. 1.5% 35 CU.YD. 15 CU.YD. 1 1 RELOCA' PROPOSED POOL: 800.0 SQ.FT. 0.5% 100 CU.YD. 15 CU.YD. o 1 RIV�AY 1 } CALS srpNF N / O / F 0 _ I MECAxp71 [3600.9 SQ.FT.] [2.01/a HA BALES/SILT F E LI TS OF DISTUR ANC, JACQUELINE KN O B E LA U C H a •� I BARBARA ROSS PROPOSED DRYWELLS: (5) 8'dia - 25 CU,YD. 10 CU.YD. w FRAMED t; ': % TAMARA TYREE PLAYHOUSE ;` f/v MEETS & BOUNDS Z BY: JOHN EHLERS, LAND SURVEYOR Q ' /�� DATED: 11-19-2014 ~ o5Q b; , OOF AREA: 5 .F7. 100% 5 CU.NOF FTETF,2"/hr. I 84.5 CU. . ♦ / V-1 OVIDE ` :B'di.., `deep (84.5 U.FT.) 1 MAIN AIN MIN.10'SEPERATION 1 f/i HAY BALES SILT FENCE BETWE DRYWELL AND WATER LINE. \ / �/fjI/ AND 1N.20'SEPERATION BETWEEN \ LIMITS OF DISTURBANCE D LL AND SEPTIC SYSTEM 1 ARBOR \ �� A / , / f /�`' // / /, s/ �� ,, p � r ! •/%'rl t rt/f/; /j//fj / / rr /',r i/' m�sc�'a,� .no.+ ` �yo \ , //��jr'� a I ,�!�!/%/j`felt' / 1 %!j�� Ha o,R / / `I v� N O F /; //I INSTALL NEW WATER METER AND \ JACQUELINE KNOBELAUCH uv ro ae snlN J ` LO TIONS AND PROVIDE PROPER ON SITE FOP DURATION /%�''�r•f If ';. /;;!' (/ I O 4j' SETBACKS FROM UNDERGROUND Q, W {�`if � ' / r qD OF CONS RVCTION 0 , F / /�/J /` o f!/ / / EQ L t_ UTILT SEPTIC SYSTEM,a c. o � //4" �,/; °/,% /%,r ` ;rii, °E,�T Q �'o R\ 'N BARBARA ROSS N/// rnj, '' X00 CONCRETE 'Q/� \ • �+ EXISTING GAZEBO TO / /(//,'•' r WASH OUT TAMARA TYRES D BE REMOVED FOR '!/! i r' i i /I"' r r=' ri r' INSTALL NEW 2Dkw •••.O•'•, 1 !;%/j. i;;f%/%r�lj j10 j� / PROPANE GENERATOR �}• O a W PROPOSED POOL r�, I '!f %7r/,J 1;D PP ;/If/i,1,/- 1 r` I�/�r%Oij/f��s/rl.'iffi)tll;,�/ w/TRANSFER SWITCH •••••.••t INSTALL NEW 1000ga1. UNDERGROUND ^ Iy BE MW.A�G.lN55 / \ / ♦ 501E \ GNORTO 6L / PROPANE TANTS/ `\ ` a lot, LOCATION PP66 O CONNECT TO OL { lr aas�QoesscnEEX N�wcl�vaN` / _ ♦-/ ♦_I HEATER,GE ERATOR, O ROOF AREA:73 .9NOF SQ.hr BACKWASH DRYV;�EL HOUSE PLIANCES `\ \ O �'�o •,�J, rV_' O A In TOO Jc .9 CU. F. 2"/hr FOR POOL f t > �-+ } / X lry 122.9 CU.FT. PROVIDE;8'dia.,2'deep, � � y V I PROVIDE:Vdia.,Ndeep DRYWELL(84.5 CU.FT.) /�+�j CD ^ } 1 { A_/ DRYWELL 069.0 CU,FT.) \ ` G o•001 Q U rn �A710 AREA:2432.6 SCI.FT. NAY BALES/SILT FENCE EXISTING WELL TO HOUSE TO HAY BALES/SILT FENCE W W } A Io0%R 2432.6/2°lF LIMITS L DISTURBANCE BE USED AND RE4oNNECTED �� IMITS OF DISTURBANCE '--®WM O 1 406.3 CU.FT. FOR IRRIGATION USE ONLY \� STONE DR1V O , PROVIDE:(2)B'dia.,Gd-p - - - - SWAY ,A w I DRYWELL(253.5 CU.FT.) I TOTAL CAPACITY:507.0 CU.FT. N 87019101, � - - - - - - -- - - - - ` / - •` 40 M ��.�0 1 387.03 0� N 0 • + G o � QJ U OCin P'1 I r , W � O S ° y I KATHLEEN AND ok e+ Acs �Aoe_ .�ot- &� prt�UoeD _U `r�e�r� RODGER COPE 00 . w � I ( � DRAINAGE INSPECTIONS ARE REQUIRED c.., Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. 441 EROSION &SEDIMENT CONTROLS Fy N o F Shall include but not be limited to: H A well maintained Construction Entrance, V 0 W N SKATHLEEN AND Wire Backed Silt Fencing, stabilization & p c , RODGER COPE SITE PLAN '�]" Seeding of exposed and/or inactive soils. `1' co SCALE: 1" = 30'-0' C , APPROVAL OF STORMWATER MANAGEMENT H R E E l ` Q N CONTROL P N -T w Code t r 236 Date: 2 SEQUENCE OF PROJECT: Approved y: I SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF (f PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS ``JJ OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE W ` AREA IS CLEAR. CLEAR THE SITE AT LEAST 20.25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEN RESEED OR REPLANT AS SOON AS Irl PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED ARE4S.PROTECT UNCLEARED �4 AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT \\ SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE OINSTALLED WHERE VEHICLES ENTER THE JOB SITE. \� 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. ` 3 SOIL CONTROL:EXCAVATED SOIL TORE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MUCH TO'SOIL AS POSSIBLE TO Y!'"A" O PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CONTRACTOR AND EXCAVATOR � SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE ten _ w� DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT y END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. ; VVI, EXCAVATION SHOULD BE A5 LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION,OVER DG '•� j, " �Y; y �A`% `, 'A FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM TOR ALL WORK. �d > A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. `� •A. ✓ DRAWN: MH/MS B),IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGIE ABOVE 4 FEET OR INSTALLSHORING, <,. a� t.,o HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOP[IS STABLE,USSUALLY SCALE: 114"=V-0" w'�>`,4',�" BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). _ '.,T' +``. ,� y„ k JOB#: A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. 'c `� January 09,2015 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS C V 1 C SUFFOLK 1 1 C C � . "3 SHEET'�ILT�IBER: UNDERGROUTO RE NIATLY INSTALLED AT D HOOKUPS(ELECTRIC,WATER WATER, ETC.)TO BEOF COMPLETION OF °F.ALL INSTALLED.OWNSPOUTS TO BE PIPED TO DRY1YxLl5 AT THIS TIME. N C ,/r ✓U f F� /L■ � I � V C N U C 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADEALONG PERIMETER l V (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS,INSTALI CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. S - 1 REVISIONS: SEQUENCE OF PROJECT: SITE DATA: SCTM # 1000-116-1-8.3 rev 10/07/15 NO F i SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENCING AS REQUIRED.RUNOFF DESCRIPTION: SQ. FT.AREA: LOT COVERAGE: EXCAVATE: FILL: NORTH FORK PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS OF UNDERGROUND WIRES.CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UTILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20•25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER.DO NOT CLEAR OR EXCAVATE PROPERTY: 203,053 SQ.FT. 4.6615 ACRES LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED.THEN RESEED OR REPLANT AS SOON AS COUNTRY CLUB PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED PROPERTY WETLANDS: 42,116 SQ.FT. 0.97 ACRES AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PREVENT INJURY TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOARY GRAVEL DRIVEWAY SHOULD BE BUILDABLE PROPERTY: 160,937 SQ.FT. 3.6946 ACRES INSTALLED WHERE VEHICLES ENTER THE JOB SITE. ESTIMATED AREA OF 24,500 SQ.FT. - A( 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINED DURING LENGTH OF PROJECT. GROUND DISTURBANCE: IS tL.' 0" FL 3 SOIL PRESERVE THOL:EXCAVATED S ENV ROMENTALOIL QUAOBE L TY OF T!NED HE PROJECT SITESITE AS.EXCESS FIDLLOTO BEESH SHIPPED OFFN AS MUCH TOP SITE.CONTRACTORIL AS ANDPEOSSIBLE TO XCAVATOR N / o / F p 7' 2�.6.4 7' EL SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE EXISTING HOUSE: 3295.0 SQ.FT. 2.1% O DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. NORTH FORK ' - EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION,OVER DIG EXISTING GARAGE: 654.0 SQ.FT. 0.4% Z / 7' FOUNDATION HOLES TO GIVE PLENTY OF ROOM FORA WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. \ / A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. EXISTING DECK: 1140.5 SQ.FT. 0.79/6 rL / ,' / B),IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS AT A 45 DEGREE ANGLE ABOVE 4 FEET OR NSTALL SHORING. COUNTRY CLUB ^ \ / / V / HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY EXISTING PORTICO 94.0 SQ,FT. 0.061/6 BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). A).AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED SITE. EXISTING PLAYHOUSE: 131.2 ELO Q. T. 0.08% / / / EXISTING ARBOR: 18.0 SQ.FT. 0.01% / EL 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCTION.GUTTERS AND DOWN SPOUTS - - \ 41, / v TO BE IMMEDIATLY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED TO DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC,WATER.GAS,ETC.)TO BE INSTALLED. EXISTING GAZEBO: 82.8 SQ.FT. .01% - \ 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER 5,415.5 SQ.FT. 3.35 ♦ / / / / / I / �/ (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS.INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. COVERED PORCH jALTER]LVG.SPACE: [91.4 SQ.FT.] - - N / \ pS / / j /9 PROPOSED NEW COVERED PORCH: 276.5 SQ.FT. 0.06% 10 CU.YD. 5 CU.YD. MEETS & BOUNDS PROPOSED RAISED PATIO: 2924.8 SQ.FT. 1.8% 35 CU.YD. 15 CO.YD. 7/ / / BY: JOHN EHLERS, LAND SURVEYOR PROPOSED POOL: 600.0 SQ.FT. 0.5% 100 CU.YD. 15 CU.YD. �0 \\ / / ' ,/ DATED: 11-19-2014 3578.5 SQ.FT.] 2.26% TITAL WETLAND / / • R.i / ►-I Q./- BOUNQRY ,/ ' - , - ' N 0 ►' /%/ / � � '' � � -' STO p,YE ' ' I vEwAY / PROPOSED DRYWELLS: (4 TOTAL) 25 CU.YD. 12 CU.YD. N F / i .., '. rA�CAHA11iU7i I 0 / W JACQUELINE KNOBELAUCH5.719% ►-a a �,,.• I I \ I i / 54 TOTAL: 9215.8 SQ.FT. 170 CU.YD. 97 CU.YD. i i-'�• I \ EXISTING FRAMEb \ PLAYHOUSE ! I BARBARA ROSS w I / I I O� F 1 PROpos YBALES/SILT FENCE TAMARA TYREE PORCH I 1.111 S OF DISTURBANC 1 7 � �� 1 H FO PG � HOUSE ��,��C`O./• / / ROOF'AREA 2941 SQ FT ` Q � Q`YC • \ \ \ I/ 1 \ , ` 1 PROVIDE:4diaFT3'deep A 1 VFq�, \ b DRY CIE1(04 CU.FT) I 1 ♦ 27 TRkES TO BE REMOVED C� 4's• / 0 �\ ♦ I (ASS OWN ON PLAN �� s v / \ 1 1 MAIN A�MIEl LIAN EPERA ER LI 1 BET AI tlRYWEI L AND WATER LINE ♦ 15"dla, .••'� �� 15TWG w•T Ex C�eoNcw s MSE / AND IN.1�20'SEPERATION BETWEEN 1 IcFoaR I " - •,4•dl,. 1 EX :} aEM A o^OD ROTI .•'�- D PLL AND SEPTIC SYSTEM \ HAY BALES/SILT FENCE CAN 1 DESK N f RooF pRt ./ ` \ n LIMITS OFIDISTURBANCE I �lO4K •/- PStEa / L� 1 v 1 I EXISTIING �o0sREM�N�NN to D"OT1ON S ARBOR tOPOSED 4' STING 1 E / ` \ N / 0 / F PAT10 GARAGE O r� I \ I •OAK / , \ AN IIJCON NEW O HGR METER AND JACQUELINE KN O B E LA U C H E• 1 ROCK '� �EG H PORT-A�TO REMAIN \ \ CONNECT TO PROVIDE VERIFY . ,1 K RED G o foeANSEER ON SITE FOR DURATION \ LOCATIONS AND PRdVIDE PROPER \ ! BIRCH RET"11411-1 N •' / OF CONSTRUCTION 0.1�. \ '•rj SETBACKS FROM UNDERGROUND O OSED , .m,, osc G I F \ UTILTIIfS,SEPTICN EM.etc. •N BARBARA ROSS w I PR OIL AK L,4NCINfS}O qL •.• `C.J 1Z � 1 P ro�<ia`'A"c. � , CONCAET'E" �/^ ` \ �-.�GL� 'WASH OUT �+; A \�(,[� \ - ` r' V ♦ 4"dla. Ma Nrt(EH DKR "V_EL TAMARA TYREE o a z ,\ ♦ FD 'hC 8"Jia 1 ' O •• 1 14.,i TOgt ^ PALK`N OH Z.dEeP _ •�a'\': {�/ \ \ 1D' ! \ I .D OAK 17.0' wIAV OR Ok ql BIRCH P0.ON �`gg51' IFY EXISTING POOL OP- \ \ INSTALL NEWI°aOgx ,\ �A LO CATION gFLOCATE .I4-dII •• 6 -M EQUIPMENT 1 1 IL PROANETAN. RY POND Jlf) OAK O 4000 W0 mu '•� LOCAO710N CONONECT TO POOL \ ` Q - PROPANEHEATE0. r HEATER,GENERATOR, \ \ \ \ \ O O ,� I I 6'dla HOUSEAPPLIANCU ♦ [ \ x In n„I 1001 I 1 MAPLE '-` _ I O!:- a OP .Ajla EX®WELL I ` I 1 1dla. I `I !. OAK .NAAP rU , \ S �/"' 9' �� I-- O K b II ./ l e `r- I �o K < •0'g' EXISTING WELL TO HOUSE TO , \ 1 O E ' o O \ [ \PATIO AREA 2302 SO FT.@'IWab 0.UNNOFF/2^mr. l4,1 I N BE USED AND RE-CONNECTED / 1 \�--� \ 21 00 •!-I C� U � 410 CU.FT.PROMDE.2)E'd�a.,5'de FOR IRRIGATION USE ONLY ���+++/// • M VEGETATED ,, DRW (2I.L°R,TOTAL�APALI Y,22 LU R , I W vv 11 O TITAL WETLANDS \ \ I --®WM O 1 �. _ o D K/ o EL ,, -' STONE DRIVEWAY / I a EL ' 96 / L. 'V V / Q O�� �) J g' 9 EL. / 387.03 ' o> I'v I I / / 7'y � O /7� ton r4 u • m e3 p M N U Cn L. SITE PLAN SCALE. 1 - 30'-0' N / O / F �-' i/ C = CIO KATHLEEN AND 1g'-0°x.c. RODGER COPE L. Ln U Cf) ar 41 5 II GRADE u � 1 O� ��0 44jH N O F �� KATHLEEN AND PERSPECTIVE VIEW o D 0 VU S � M C0 E COPE RODG R O E � Y (o 36 MINIMUM 2X2 C RE EK oo , FENCE POST WOVEN WIRE FENCE (6X6 - 10/10 WWF) I' IN,OV 2 0 2015 u FILTER CLOTH Z 44j x OP DRY WELLS TO BE 10' MIN. FlY AWAY FROM HOUSE / t'� At 'N EMBED FILTER CLOTH GRgp� J' ; 1� �VnISLh, MIN. 6" INTO GROUND �A`, Or/ o c ° � II Z ° 4' f NOTE: ., MAXIMUM DRAINAGE AREA ��s A` � DRAwN: MH M5 1/2 ACRE/ 100 LINEAR FEET �.'l ' SCALE: 1/4"=1'-0" JOB#: October 07,2015 SECTION DETAIL NEW SUFFOLK AVENUE SHEET NUMBER: SILT FENCE DETAILS SCALE:NTS S. 1 REVISIONS: 7c ---—-----— -------- 4-- ]7 j 1 I I I_1..-1_ L 1.__ 1- I L—L- i_ t _j L LIL I J! �l j i L�i i_.1 _i_ -FI —T Tl T� T- --—-------- W r4 11 _T A ------------- _-... _ __-____ x__�,._______. _- _ �� _ -��_ _ -,._ ------------ ------------- --------------- __-__ __ _-- ___-- - _ _ r _711 1....j-I I I.J I -------_ 1 1 Ll 1-11 ------------- r. ------ Ll ------ ------- J,T— ri_�._ .��_I t1: :_.LI- - 11--I i , I I� i I I( it 1 i) ! h Ell � I I I � I ji I �! ' .j i � 'I � Li L FL_� 41-r!`�- ® ® I_r I I I i I I ' I L) I u I L ED IL o'_ -L L 1 1 MFT JI F1 -I -1 T ............. IT},--1.1 �l _j T L-----------i 7 4 i q I I I I Tr( rr,,. rm L 7. x Ir.sr�4 l ty' :Y�`� Rf PROPOSED WEST ELEVATION .';C,Al F. n_lw, 11 0 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 40'-0" VIF [SKIMMER] [SKIMMER] [SKIMMER) NEXUS LIGHT NEXUS LIGHT FLAG STONE AS SELECTED BY OWNER C (TYPICAL) (TYPICAL) U / 4"CONCRETE SLAB 7 ,7 MORTAR #4 REBAR WATERPROOF I-- — — - — — BACKFILL 6"TILE BA @24"OC S71P [WATER] 6"COMPACTED REGATEBASE STONE FINISH ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED IN PEP,OWNER -1 _L_I FT 12"LIFTS TO 3000 psi TO 959%DENSITY ASTM D-689. --GRANULAR COMPACTION TEST REQUIRED(FEES TO BE PAID BY MARBLE DUST w k1 w 1�0%3'-O' #5 @IS"OC BACKFILL OWNER)TESTING TO BE PERFORMED BY SOIL S4 STONE FACE PREMOULDED COATED (VARIES) MECHANICS DRILLING,516-221-2333.GENERAL > F. DOWEL CONTRACTOR IS RESPONSIBLE FOP,ARRANGING TESTING. 0 �D EXTERIOR FILLER u u ce 12� CONCRETE:400opsi VERTICAL EXPANSION JOINT _7#5 @18"OC ST 0 #4 @10"OC 00 u 2"dia.PIPE DRAIN SHALLOW END @ 81 OC SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN DEEP END 0 #4 SPECIFICATIONS AND SOIL TO BE LEFT ON PROPERTY.SOIL #4 REBAR WATERPROOF 17L- 11 1 TO BE STOCKPILED OR RUFF GRADED(AS PER OWNER)ON L -C) F- 0 SLOPE FROM WALL THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED BACKFILL FINISHED GRADE TO 12" @24"OC pip - )" �-- _ _T_T AWAY.SWIMINC,POOL STRUCTURE TO INCLUDE A MATT OF -�-` a N @12110C, 3/8'STEEL REBAR TIED,10"ON CENTER FOR WALLS AND FLOOR, [ + 17- 5"ON CENTER FOR ALL TRANSITION BREAKS AND BONE)REAM. [STONE THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX 12"TO 36' J-I RADIOUS MAIN DRAINS �4"dta DRAINPIPE (VARIUS) TO BE 3'APART 12"ON THE TOP EDGE OF THE POOL(BOND BEAM)AND NO LESS cc SHELF !HOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THA14 THAN B"ON THE WALLS AND FLOOR.INTERIOR FINISH OF POOL F 0 BE"PEBBLE TECH"DURABLE FINISH,COLORS AS PER OWNER. STONE FACE KEY #5 @8"OC ITE I 1 ;46 C EXTERIOR "OC — 'T L '2 LT#5 @12 c� c) VERTICAL CONTROL JOINT Il. aj u u m 0 RETAINING WALL GUNITE POOL 1,0 — :E SCALE: 3/8" V SCALE: 3/8" V [RETURN) [RETURN] N It' C;t u C; rd V) Lo U ALL f0fFIN6 TO BE cu 2" f=Vr, - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 0 FILTER uu 0 PLAN VIEW PUMP 11 SCALE: I " V-0" B'DIA.X 4'DEEP ,(I I- 16� Y\P] OVERFLOW DR: ELL u L) r h;,R no , , ; c 4 '3 i74 4 DRAWN: MH/MS Z SCALE: 1/4"=V-0" JOB#: October 07,2015 SHEET NUMBER: H:H bffi � Ll ^" a �� d a a � �o , All `1 �_xl, f�ln /6"\ . 6" S -2 REVISIONS: %1.1 CODES OF DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: NEW YOr-,,!"\ Sl'l A I L: & TOWN CODES N / 0 / F AS REQUIREC C�4-UalIONS 0 FNORTH FORK PROPERTY: 203,053 SQ.FT. 4.6615 ACRES PROPERTY WETLANDS: 42,116 SQ. FT. 0.97 ACRES COUNTRY CLUB 1)AT 2: (1 ;r Li- Tn�'�mpl A 63�Am BUILDABLE PROPERTY: 160,937 SQ.FT. 3.6946 ACRES F,11, ESTIMATED AREA OF 24,500 SQ. FT. i7 t11 ti C C 7 S 8701915011 E GROUND DISTURBANCE: :231-,- t- - ef F01 N 0 F 246.47' EXISTING HOUSE: 3295.0 SQ. FT. 2.1% Fc:)�' PC), 2. P1�_ NORTH FORK - , pL,�, 3. F,�U;_ATIC).;'7 1 , .. 12 COUNTRY CLUB EXISTING GARAGE: 654.0 SQ.FT. 0.4% V' 4. F; A 7' Ij EXISTING DECK: 1140.5 SQ.FT. 0.7% C-7 GIN- EXISTING PORTICO 94.0 SQ.FT. 0.06% ALL MNSTRUCT'(��,' ......T TI 0 - �_ � S (",,- 'r! ,-C, -,(���,. REQUlRl_'N'!,`�J,T` PLUMBING YORK STATE. r10T RE*l"'Y','F,!F_'I.E F&R ALL PLUMBING WASTE EXISTING PLAYHOUSE: 131.2 SQ.FT. 0.08% D[,S,!Gf,I or) C0p'!S-jj:lUrrj(,,q� L.R R,0 R 3. &v IATER U,`,9 I'=D EXISTING ARBOR: 18.0 SQ.FT. 0.01% V nx I TESTNG `EFCji-iE COVER't4- Fy) EX/ST/NG GAZE,90. [82.8SQ.fTj REMOVE OCCUPANCY OR USEIS UNLAWFUL [5,332.7 SQ.ff.] [3.35%] -ICA TLUI.4BER CERTIFICATIO-14 WITHOUT CERTIF TE ON,LEAD CONTENT BEFORE ^\/ 01�10 CERTIFICATE OF OCCUPANCY PROPOSED ADDITIONS: 57.3 SQ. FT. 0.01% 17 CU.YD. 9 CU.YD. OF OCCUPANCY (05 SOLDER USED IN WATER z SYSTEM CANNOT O,OF 100PROPOSED SCR,PORCH: 311.0 SQ.FT. (OVER EX.DECK) 2 CU.YD. I CU.YD. C) 16 PROPOSED PATIO: 2432.6 SQ.FT. 1.5% 35 CU.YD. 15 CU.YD. / LEAD. 'TONE PROPOSED POOL: 800.0 SQ.FT. 0.5% 100 CU.YD. 15 CU.YD. ELECTPK�Al HA BALES SILT F E N 0 F ls [3600.9 SQ.FT.] [2.01% Ll TS OF ID15TUR ANCE z JACQUELINE KNOBELAUCH PROPOSED DRYWELLS: (5)8'dia 25 CU.YD. 10 CU.YD. BARBARA ROSS ")P.Afl" r:,F!!rq,�pr FRAMED TAMARA TYREE ,!A _M0 :ontact i-ci '*APTrmq\j4,r( AOO PLAYHOUSE MEETS & BOUNDS _:I�1:(,,L'eringat7cS-l5Ot,,fore BY: JOHN EHLERS, LAND SURVEYOR ckfml.,OR Provide En,#*' 0 C`::tlf'a'lon DATED: 11-19-2014 !121 the drainage has bcon lrl�tf!od to ROOF AREA:446.0S .FT. 1@ 100%RUNNOFF 27/hr. 84.5 CU.FT ROVIDE:8'dia., deep 44j RYWELL(134.5 U.FT.) C% MAIN AIN MIN.IO'SEPERATION HAY BALES SILT FENCE BEIWE DRYWELL AND WATERLINE AND IN.20'SEPERATION BETWEEN LIMITS OF DISTURBANCE AND ELL AND SEPTIC SYSTEM ARBOR N 0 F I INSTALL NEW WATER METER AND N,CONNECT TO HOUSE V RIFY L. SITE FOR DURATION '4T'ONS AND PROVIDE PROPER JACQUELINE KNOBELAUCH C , F CONSTRUCTION • 4�, SETBACKS FROM UNDERGROUND AV TO REMAIN UTILTftik\SEPTIC SYSTEM,etc. O � E BARBARA P")SS _0 CONCRETE 'b TO ;... ... V EXISTING GAZEB STALL NEW 20kw• \1�20�UT .0 11 REMOVED 101 PROPANE GENERATOR 441 O a PR 'PO"D POOL ��/TRANSFEILSWFFCH StD?P,ll • ♦ TAMARA li'REE .-10 .1 INSTALL NEW 1000gal. ► tPLLIf SOIL UNDERGROUND eopEF ,'6BE PROPANE TAe To OL LOCATION CONNECT wc" 0 C) C) upEEN BE SELF' HEATER,GEtIMATOR. C ,I &N ROOF AREA:735.9fil FT. BACKWASH DRYWEL HOU"PLIANCES u m ph @I000/,RUNNOfF/2"/hr. FOR POOL E, ` \ _ Lr) 122.9.CO.FT. PROVIDE:8'dia.,2'deep C) PROVIDE:B'dia.,4'deep DRYWELL(84.5 CU.FF.) S 8701915011 E 0 ,DRYWELL(169.0 CU.FT.) 0 HAY BALES SILT FENCE 210.00, 3- EXISTING WELL TO HOUSE TO \y) m PATIO AREA:24 2.6 SQ.FT. HAY BALES SILT FENCE 0 NOFF/27hr. LIMITS OF DISTURBANCE BE USED AND RE-CONNECTED IMITS OF DISTURBANCE 406.3 CU.FT. ..........I'll FOR IRRIGATION USE ONLY PROVIDE:(2)B'dia.,6'deep @ 100%RUN STONE DRIVEWAY DRYWELL(253.5 CU.FT.) -n TOTALCAPACKIY 507.0 CU.". ` 0 r N 8701910" \X1 ry IiiIoe or 0 rn 14% 0� m . 0 3 8 7.03 110. Ou 'A m o + C) LQ A 0-110 = m CY, x0 u, It Q) Ln N / O / F 0 00, 40 4 KATHLEEN AND Cz u m U RODGER COPE U) \.0 4-41 Q) 0 N / O / F u KATHLEEN AND 0 � oWNs co 1 RODGER COPE SITE PLAN �� co SCALE: I" = 30'-0' CREEK co vo 1 SEQUENCE OF PROJECT: I SITE CLEARING:CLEARANCE OF MINIMUM SITE WORK AS NEEDED.INSTALL BERMS,HAYBALES,SILT FENJCING AS REQUIRED.RUNOFF PROTECTION TO BE MAINTAINED DURING LENGTH OF CONSTRUCTION.EXCAVATION MUST NOT BEGIN UNTIL THE LOCATIONS 44j I( OF UNDERGROUND WIRES,CABLES AND PIPES HAVE BEEN MARKED OR UNTIL VERIFICATION FROM UlrILITY COMPANIES THAT THE AREA IS CLEAR. CLEAR THE SITE AT LEAST 20-25 FEET(IF APPLICABLE)FROM THE PROJECT PERIMETER..DO NOT CLEAR OR EXCAVATE LARGE AREAS TO FAR IN ADVANCE OF CONSTRUCTION;DISTURB VEGETATION ONLY AS NEEDED,THEIN RESEED OR REPLANT AS SOON AS PRACTICAL.LIMIT EQUIPMENT TRAFFIC IN AND OUT OF THE JOB SITE-DO NOT DRIVE OVER UNCLEARED AREAS.PROTECT UNCLEARED AREAS WITH FENCING OR OTHER BARRIERS.PLACE BARRIERS AROUND THE DRIP-LINE OF TREES TO PRI.EVENT INJURY TO THE ROOT SYSTEM.IF A PERMANENT DRIVE CAN NOT BE INSTALLED BEFORE CONSTRUCTION BEGINS,A TEMPOAIRY GRAVEL DRIVEWAY SHOULD BE 03 INSTALLED WHERE VEHICLES ENTER THE JOB SITE. 2 POLLUTION CONTROL:CONSTRUCTION DUMPSTER AND PORTALAV TO BE ON SITE AND MAINTAINEID DURING LENGTH OF PROJECT. 3 SOIL CONTROL:EXCAVATED SOIL TO BE RETAINED ON SITE AS INDICATED ON SITE PLAN.RETAIN AS MIUCH TOP SOIL AS POSSIBLE TO PRESERVE THE ENVIROMENTAL QUALITY OF THE PROJECT SITE.EXCESS FILL TO BE SHIPPED OFF SITE.CIONTRACTOR AND EXCAVATOR SHALL INSPECT PROPERTY FOR EXISTING UTILITIES BEFORE EXCAVATION BEGINS.ANY DIGGING WITHIN 24 ICHES OF UTILITY MUST BE DONE BY HAND.WHEN THE TOP SOIL IS PRESERVED,TILL THE SOIL FIRST,AND THEN REMOVE TO A SAFE LOCATION WITH A FRONT A' END LOADER.PROTECT GRASS,TREES AND OTHER PLANTS WHENEVER POSSIBLE. EXCAVATION SHOULD BE AS LEVEL AS POSSIBLE.SET ELEVATION BENCH MARK PRIOR TO EXCAVATION..OVER DIG FOUNDATION HOLES TO GIVE PLENTY OF ROOM FOR A WELL-DRAINING BACK FILL AND TO PROVIDE ROOM FOR ALL WORK. e A).IF THE DEPTH OF EXCAVATION IS 6 FEET OR LESS,OVER DIG BY 3-4 FEET. 8).IF THE EXCAVATION IS DEEPER THAN 7 FEET,THE SIDES MUST BE SLOPED OUTWARDS ATA 45 DEGRZEE ANGLE ABOVE 4 FEET OR DRAWN: MH MS h SCALE: 1/4"=l INSTALL SHORING. HILLSIDE EXCAVATION:EXCAVATE THE HILL BACK TO AN ANGLE OF REPOSE-THE ANGLE AT WHICH THE SLOPE IS STABLE,USSUALLY 3", BACK TO A SLOPE OF 2:1(VERIFY SOIL CONDITIONS). JOB#: A),AN UNSHORED VERTICLE CUT SHOULD NOT EXCEED 5 FEET ON A SLOPED ✓' SITE. ? -4January 09,2015 4 STORM WATER RUNOFF CONTROL:INSTALL DRYWELLS(AND SEPTIC IF NEEDED)DURING CONSTRUCrION.GUTTERS AND DOWN SPOUTSSHEET NUMBER: TO BE IMMEDIATILY INSTALLED AT TIME OF COMPLETION OF ROOF.ALL DOWNSPOUTS TO BE PIPED T(O DRYWELLS AT THIS TIME. UNDERGROUND HOOKUPS(ELECTRIC.WATER,GAS,ETC.)TO BE INSTALLED. NEW SUFFOLK AVENUE , ' u + 5 PROJECT COMPLETION:FINAL GRADE TO CONTROL RUNOFF DIRECTION TO STAY WITHIN SITE.PITCH GRADE ALONG PERIMETER (WHERE POSSIBLE)OF LAND DISTURBANCE AWAY FROM NEIGHBORING PROPERTIES AND ROADWAYS..INSTALL CATCH BASINS WITH DRYWELLS AS REQUIRED TO CONTROL RUNOFF THAT CANNOT STAY WITHIN DISTURBED AREA. REVISIONS: [SKIMMER] [SKIMMER] [SKIMMER] r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - [SKIMMER] [SKIMMER] [SKIMMER] I , I , � I � I I I I , I , I , SIDE SECTION 1 1 I Lu SHALLOW END DEEP END 3' I Q SCALE: l " -0" I -6"DEEP 8'-0"DEEP I I ww a I II F-1 U I ' RETURN RETURN RETURN L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - [j O a H a Q °o PLAN V Q �, 1_ � - SCALE: 1 1 " — -0" 8'DIA.X4'DEEP OVERFLOW DRYWELL FILTER AND PUMP O END SECTION- SCALE: 1 " = V-0" -L1 H o �D U --•� FLAG STONE AS SELECTED BY OWNER COPING #4 REBAR WATERPROOF 6" 4" CONCRETE SLAB 8" �� � BACKFILL 4- — — � — — `L REINFORCED WITH s- •� — � .= — � = — -� — _ � a MORTAR @24 OC STR;P — 4 :,;� , ,f .; ;y.. ,$: :- - 6X6 10X10 WMM �,>_. 6 TILE BAND -- [WATER] . 'RM � ��- `� ,� STONE FINISH 6" COMPACTED AGGREGATE BASE — — — — — — — — — PER OWNER q ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED 1N cn m 0 12" LIFTS TO 3000 psi TO 95% DENSITY ASTM D-689. p X GRANULAR COMPACTION TEST REQUIRED (FEES TO BE PAID BY a rn m o " ' 1'-0"-6'-0" #5 @18" OC BACKFILL OWNER) TESTING TO BE PERFORMED BY SOIL MARBLE DUST Q � STONE FACE PREMOULDED COATED (VARIES) D Q P� MECHANICS DRILLING, 516-221-2333. GENERALw TT EXTERIOR FILLER DOWEL CONTRACTOR IS RESPONSIBLE FOR ARRANGING TESTING. Q) 00 12 > L��j � � " VERTICAL EXPANSION JOINT #5 @18" OC CONCRETE: 3500psi Lo u - 1 p STEEL: 60ksicu 0 2" dia. PIPE DRAIN #4 @10" OC @ V OC SWIMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN #4 @10" UC #4 REBAR WATERPROOF a SPECIFICATIONS AND SOIL TO BE LEFT ON PROPERTY. SOIL f� BACKFILL FINISHED GRADE TO 12" TO BE STOCKPILED OR RUFF GRADED (AS PER OWNER) ON _ @24 OC STRIP THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED _ SLOPE FROM WALL AWAY. SWIMING POOL STRUCTURE TO INCLUDE A MATT OF — — #5 @12" OC 3/8" STEEL REBAR TIED, 10" ON CENTER FOR WALLS AND FLOOR, _ _ _ _ •—_ _ — _ _ — •—_ = 4" _ 5" ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. 12" TO 36" _ STONE THE POOL SHELL TO BE MADE OF 1-4 DRY GROUT GUNITE MIX 0 — — — — — — SHELF SHOT INTO THE STEEL CAGE AT A THICKNESS OF NO LESS THAN o RADIOUS •— _ _ _ _ •— = Q 4"dia DRAIN PIPE 12" ON THE TOP EDGE OF THE POOL (BOND BEAM) AND NO LESS (VARIUS) 3'-0" ° THAN 8" ON THE WALLS AND FLOOR. INTERIOR FINISH OF POOL N 8 21-511— TO BE "PEBBLE TECH" DURABLE FINISH. COLORS AS PER OWNER. STONE FACE KEY #5 @8" OC - - EXTERIOR #5 @12" OC Tn— �1) ° � o ° \ � 8 x VERTICAL CONTROL JOINT 4'-3" RETAINING WALL GUNITE POOL a SCALE: 0.750" = V SCALE: 0.750" r DRAWN: MH/MS SCALE: 1/4"=1'-0" .01 JOB#: January 09,2015 'd } . . SHEET NUMBER: S-2 REVISIONS: L��O - E: 000 fl H Q � z H o ° �3 w H H El 0 lt] I I Q i i PROPOSED EAST ELEVATION SCALE: 1/4" = 1' 00 H o D 0 •r-, o U M O N G�1 � O OEEEm m v O y w 00 in U "D N Q) 0w � a Ail. I., tELI cn ' O cin d U EXISTING EAST ELEVATION SCALE: 1/4" = 1' Aj ° ► ��° (� S DRAWN: MH/MS SCALE: 1/4"=1'-0.. x f �_ ''lid, JOB#: -0s"yip January 09,2015 SHEET NUMBER: PAINTER TO PRLIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: DO 0 A � W o0 O � P4 W � a Hill � w ®LJ I FFT_T_ z � o � Wz IT I FM I- H I L-1 I I I I Ir 1171 1 1 1 11 1 I I I 1 11 1 Hill I 1 11 1 1 1 lu H PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' O aw � o0 . "4 1�';! H o �D 0 •� o U �/ M O N m � O .0 z u 0 0,0 1 Lf) U U) 0 .-EEI H I w , V O H EXISTING NORTH ELEVATION x SCALE: 1/4" = 1' DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: �`•,.'; ,�, January 09,2015 � « m SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS ILI 2 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT IPRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 000 - � 000 Q opo -- E-� F4,1Z iZl .11 Fx�Xii "Ill I I Z'� I ZZ, I I-x F9 -XZ ZZ, A W CHI Ill Ltd o0 W a � 11 Ila °23 a I—f�l � w En LL-w 11 Ill I IN flll Ill Ill Ill Ill F-+ 1ILLA ITLI PROPOSED WEST ELEVATION SCALE: 1/4" = V O a 00 O x 4 H o �D 0 �/ M O r-4 m ° FO° m m s ++ O 10 ° in � u � � : q �Iv � U N W W ® U O Ill 71 1 v� cn x EXISTING WEST ELEVATION SCALE: 1/4" = 1' i�:.•� 4q . DRAWN: MH/MS C + ' 0 p} + _�`, �y�5. �►��" SCALE: 1/4"=1'-0" JOB#: = rte ( January 09,2015 SHEET NUMBER: PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE(COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: CIO E-+ W O O W � d old a Z � � w H Q Q N PROPOSED SOUTH ELEVATION o �� SCALE: 1,/4" = 1' � � � o � •r-, o U - � M O N N m rl $ ONn u w° °m` T x o ca (2 cis rq2 � IT u 4 Lf) v 00 " nz .n N a) � v 0w � a w H V O zzz U)N U EXISTING SOUTH ELEVATION SCALE: 1,/4" = 1' , Is DRAWN: MH/MS cc %k ,s.� , SCALE: 1/4"=1'-0" JOB#: January 09,2015 SHEET NUMBER: ,..�:t In PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTUIRER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PR IOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ........................................ ----------- -------- ...... --------- ----------------------- --------------------------------------------------------------------- EX.(3)2XIO GIRDER 0 GIRDER M(3)2XIO GIRDER EX.(3)2X10 GIRDER Q EX.(3)2XI 0- 02 E 0 RM 02 ri ........... !E)z--EX.(3)2XIO GIRDER EX.(3)2XI0 GIR.DiIi IX, ==2:1:-3.14=ffML.GIRDER - .------- - ------ E@X 126 • �TDI -------------- zzzc ------ ------- X- 3 -------D--- EXISTING DECK ------------- -- ---------- ............. ------- ------ -7 EXISTING CRAWL SPACE 3-0112'AFF SIB 4 O---------- CD EX.CLOSETcq EXISTING STUDY UNFINISHED BASEMENT C) cq EXISTING BEDROOM No. 0 9 2 L: EXISTING GARAGE EXISTING RECREATION ROOM c)....................................................... EX,WINE CELLAR EX.CEDAR CLOSET O V-4 EX.BATH I No.4 EX,UTILI EXISTING PLAYROOM - EXISTING PORTICO 8'M CEILING mill E --------- Emziwx IX 3)2x10 GIRDER . FIREPLACE z ......... ......... .... .... ......... --------------------------- I SERVICE G %% G%(% O W EX,CILOS 3-IV2-N&hP kTFORWM LATFOW STOOP EXISTING 2ND. FLOOR PLAN EXISTINGFOUNDATIONPLAN SCALE: 1/8"= 1' SCALE: 1/8" = V EXISTING ROOM FINISH SCHEDULE. INTERIOR DOORS:HOLLOW CORE MASONITE EXTERIOR OPENINGS:ANDERSON WITH SNAP IN INTERIOR GRILLES 121 -4" LOCATION: FLOOR: WALL: CEILING: BASE TRIM: CASING TRIM: cl) BASEMENT: RECEATION AREA: IDRYWAL,PANEL BEAD TRIM 3-1/4 COL.,STAIN 2-1/2 COL,STAIN UNFINISHED AREA: C> STAIR: OAK --------- --------- 0 CD ---------------- IST.FLOOR: ENTRY: RANDOM TILE 3-1/4 COL.,STAIN 2-1/2 COL.,PAINT -------------------- CLOSET: RANDOM TILE 3-1/4 COL.,STAIN 2-1/2 COL,STAIN STAIR: OAK B LO 00 HALL: 2-1/4'SEL RED OAK 3-1/4 COL.,STAIN 2-1/2 COL,PAINT CLOSET: 2-1/4"SEL RED OAK 3-1/4 COL.,STAIN 2-1/2 COL,PAINT BATH No.1: 8X8 TILE 54'h 6X8 TILE 2-1/2 COL.,PAINT O BEDROOM No.1: 2-1/4'SEL.RED OAK 3-1/2 CROWN,PAINT 3-1/4 COL.,STAIN 2-1/2 COL.,STAIN cle) NCLOSET: 2-1/4"SEL RED OAK 3-1/4 COL.,STAIN 2-1/2 COL.,STAIN 41 -299 4 cf) 0) BEDROOM No.2: 2-1/4"SEL.RED OAK 3-1/2 CROWN,PAINT 3-1/4 COL.,STAIN 2-1/2 COL,STAINEXISTING DECK 0 T3, O CLOSET: 2-1/4"SEL.RED OAK 3-1/4 COL.,STAIN 2-1/2 COL,STAIN 6 U C) MASTER BEDROOM: 2-1/4"SEL RED OAK 5-1/2 CROWN,PAINT 3-1/4 COL.,STAIN 2-1/2 COL,STAIN CLOSET: 2-1/4'SEL.RED OAK 3-1/4 COL.,STAIN 2-1/2 COL,STAIN In Q) Ill-w CEILING 00 MASTER BATH: 6X6 TILE 54"h 6X8 TILE 2-1/2 COL.,STAIN DEN FIREPLACE J P2 9) SHOWER: 6X8 TILE 6X8 TILE cz cf) EXISTING SUNROOM .............. ....................... 7'-5'CEIUNG BATH: 6X8 TILE 6X8 TILE U cu co 9 99 'D — 7-7-CEILING LIVING ROOM: 2-1/4"SEL RED OAK 3-1/2 CROWN,PAINT 3-1/4"COL,PAINT 2-1/2 COL,PAINT 6 - 0 1 � cz C14 w V, r� DEN: 4,5,6"SEL.RED OAK TRAY/FLAT 3-1/4"COL,PAINT 2-1a . .......... ......................................... .......... COL.,PAINT 0 (PLUGGED) I u P-4 DINING ROOM: 2-1/4"SEL.RED OAK DRYWAL,PANEL READ TRIM 3-1/2 CROWN,PAINT 3-1/4'COL,PAINT 2-1/2 COL.,PAINT KITCHEN: 4,5,6'SEL.RED OAK RAISED PANEL/PLAIN 5-1/2 CROWN,PAINT 3-1/4"COL.,PAINT 2-1/2 COL,PAINT .......................................................... MUDROOM: 4,5,6"SEL RED OAK 3-1/4'COL,PAINT 2-1/2 COL,PAINT v EXISTING KITCHEN EXISTING MASTER r/� B'-0'CEILING BATI.i v; BATH No.3: 4X4 TILE 50"h 4X4 TILE 3-1/4 COL.,STAIN 2-1/2 COL,STAIN IN EX.BEDROOM Ug_l O O O EXISTING DEN R'-0"CEILING O O O B'0*CEILING BEDROOM No.3: CARPET 3-1/4 COL.,STAIN 2-1/2 COL.,STAIN EXISTING MASTER BEDROOM EXISTING GARAGE CLOSET: CARPET 3-1/4 COL,STAIN 2-1/2 COL,STAIN co u GARAGE: CONCRETE 3-1/4'COL.,PAINT 2-1/2 COL.,PAINT Ox.MUDROOM I I U) I I EX.BATH ----------------------- ....................... DECK. 5/4X6 2X6,2X4 RAIL"X" Nall -It LO LO n EXISTING PORTICO N 2ND.FLOOR: ----------- ----------- STAIR HALL- CARPET 5-1/2 CROWN,PAINT 3-1/4"COL.,PAINT 2-1/2 COL.,PAINT C\k C'\k PLAY ROOM: CARPET 3-1/4 COL.,STAIN 2-1/2 COL.,STAIN DINING ROOM STUDY: 2-1/4"SEL.RED OAK 3-1/2 CROWN,PAINT 3-1/4 COL.,STAIN 2-1/2 COL.,STAIN EX, 11EXIlMNG 2 V�CEILING BEDROOM No 2 CLOSET: 2-1/4'SEL RED OAK 3-1/4 COL,STAIN 2-1/2 COL.,STAIN $$ ............... EXISTING BEDROOM N211 W-O'CEI LING BEDROOM No.4: CARPET 3-1/2 CROWN,PAINT 3-1/4"COL.,PAINT 2-1/2 COL.,PAINT 4 11/2EXISTING LIVING ROOM 8'-0'CEILING CLOSET: 2-1/4"SEL.RED OAK IX8 CL.CEDAR 1X8 CL.CEDAR 1X4 CL CEDAR 1X4 CL.CEDAR II II E BATH No.4 4X4 TILE 37-50"h 6X6 TILE 2-1/2 COL,PAINT I EX.ENTRY I CEIG L LI CLOSET 4X4 TILE 3-1/4"COL.,PAINT 2-1/2 COL.,PAINT LIVING ROOM FIREPLACE11 II SHOWER: 6X6 TILE 6X6 TILE EXISTING IST. FLOOR PLAN ------- II PLT. BATH: 6X6 TILE SCALE: 1/8"= 1' DECK: 5/4X6 2X6,2X4 RAIL"X" DRAWN: MH/MS SCALE: 1/4"=V-0" fix'Ji C JOB#: F January 09,2015 s SHEET NUMBER: CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL ALL GENERAL CONTRACTOR COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS p PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN 0 A,-5 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETPOCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: .------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------ I , I 1 I I (Di Int 1 1 nn 1 1 un 1 1 un l 1 nn l 1 nn 1 1 nn 1 1 nn 1 I nn 1 1 Int 1 I nn 1 , nn I 1 nn t 1 nn 1 1 fin l 1 nn I 1 nn I 23'-2" 1111 1 1111 � 1 1111 l 1111 I 1111 � 1111 � 1111 � I VERIFY SET BACK FROM SIDE 12"dia.CONC.PIER ' OUTLINE OF NEW BUILDING ADJUST AS REQUIRED 24"X24"X12"FTG. -,- -- I J SCREENED-IN PORCH FOR ROOF LINES TO ALIGN. 3'BELOWGRADEI ' �_____________ -- ------------ I • -r----- --- -- -1------- r- - 2 6 8 -0 1 r4j��zla Azi�-cIR6ER----- (�)�xr��c GIkb11F------ - NEW PATIO(INCLUDING BATH, j�r1®r -- ----------------- --- -_-_____------------ ---_ -----------_____ O nn 1 F__ E= __ r ----------------------- OUTDOOR SHOWER)6X68'/8 �b -- - - - ------- 89 - o• WELDED WIRE FABRIC ABOVE EX.PIER 1 ' 4"GRAVEL ON COMPACTED ------ G ---------- 1 00 d'' ' ° , 1 , CLEAN FILL 1 r I 1 I N1;,� ____________________________________ fill 1111 1 r�, a 12"dia.CONC.PIER 1111 I a -- 24"x24"x12"FTG. EXISTING CRAWL SPACE a z 3'BELOW GRADE , Int ' r-r 00 1 I , ---- --------- 111 ' ___-_____________•_= IIII ' I ° I 1 I (tel 1 C 1 1 C 1 ��ij .•. ,., 1111 O , 1 J ^ 1111 rrTT 00 V 1 iQ (D 3'-8 1/2"AFF SLAB . . ilii ' M� 1 10 •. fill ' 111.-. 1111 ' uu I i IIII ' ------O-------------_ -- ---------------- MECHANICALS -_ _ MECHANICALS INSTALL(2)500ga1.FUEL OIL TANKS EXISTING RECREATION ROOM REPLACE CARPET Z _ RE-PAINT ALL AREAS EXISTING GARAGE EX. WINE CELLAR REPLACE CEILING EX. CEDAR CLOSET REMOVE RODENTS �.� EXISTING MECAHNICALS O U ' 91/4'DEEP � �+ 12"DEEP EX. UTILITYOO � = ========== ================== ' =================-=-=- ________ -- ll � 11L11111��1�1 Il�ll�ll/III� -----_-----_-- •(��_�''/"J"11{, o O ,7� --7CLOSET EXISTING PORTICOAZZM�Zz __ lll �1�11/111 -------------- FI P E F U AT N �L SERVICE ----------------------------------------------------------------------- -------- , 1 ' O I ' ch O EXISTING RECREATION ROOM -------- CN REPLACE CARPET ________'_ ; REMOVE EX.PLATFORM o c y RE-PAINT ALL AREAS M cn O "� ---- ---- 1 �•-+ � V ---- ---- x ° in 0 00 co 1 1).8"THICK POURED CONCRETE FOUNDATION,3000 psi.MATCH EXISTING1= c CONTACT EXTERMINATING AGENCY, WALL HEIGHT(V1F).EXTERIOR OF FOUNDATION OF HOUSE SHALL BE N N a v REMOVE ALL RODENTS AND DROPPINGS DAMPPROOFED WITH A BITUMINOUS COATING. 0 W THROUGHOUT HOUSE PRIOR TO 10"DEEP CONSTRUCTION 3'-0" #5 REBAR @ 12"OC& 2).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4)KEYWAY FOOTING. _ _ AT FOOTING(TYPICAL) FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO NEW LINE FROM PROPANE TANK r • r REST ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). ( O BE INSTALLED)AND NEW ; 3;6X24 ACCESS WATER LINE( O CONNECT TO ; ° ; ; ; v 3).FOUNDATION SLAB TO BE 2"THICK NEW WATER METER,TO BE HOOKED c 1 I I ° O W UP)TO CONNECT TO HOUSE. i i c 0 ; r° i I 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.INSTALL H�I VERIFY SEPERATION WITH ALL ; i 1 i d OVER COP-R-TEX TERMITE SHIELD FOAM SILL GASKET. �y UTILTIES PER CODE REQUIREMENTS 1 1 1 G • fJ • . v a -6X6 8/8 WELDED WIRE FABRIC ABOVE v` '. v a v •� r-_ 5).PROVIDE 5/8"DIA.ANCHOR BOLTS AT 6'-0"O.C.AND W/I 1'-0"OF O •• NEW PORCH TO MATCH PORTICO BLUESTONE ' ' ______-_____---- - -- ------- + i CORNERS,INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO c , • ' 'r I • HAVE A MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH Cn 0 4"GRAVEL ON COMPACTED CLEAN FILL 12 -0 ' ; ANCHOR BOLT TO BE ATTACHED TO SILL PLATE WITH 3X3 SQUARE Q,1 O 1 1 I °• WASHER AND NUT. �► 6).DOUBLE UP FLOOR JOISTS UNDER PP RALLEL WALLS ABOVE.PROVIDE ° BLOCKING AT 8'-0"O.C.AND MIDSPAN. a grr 7'-9"' r_4" 7'-11rr r-4" lop_09f o 1 1 1 --- ------ - 1 FOUNDATION PLAN I . • I 1 1 d °. v 4 va •v �. v 4 va .v v 4 va .v '0 � I I 1 IJ ^ I rI� ------------------------------------------------- Q i I I W ao ' -------------------------� SCALE: 1/4" = 1' V_ p � ve •v -. v G v .v •0 1 `4 �1 ----------------------------------- ° -24"STEP- Sa i W ,C D .•P O D D .•D D . S N P ROJ E CT N O RT H ______________________________lie 181-41y 12'-8$t DRAWN: MH/MS ...{i? �. ,',�"' •,`r� ' � `' SCALE: 1/4"=1'-0" _`" �"•t JOB#: �o - January 09,2015 SHEET NUMBER: S THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWING , H O O Q ON BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-6 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: ------------------------------------------------------- r- — — — — — — — — — — — — 2"CORNICE HEAD I I I I REMOVE/CUTBACK EX.CEILING JOISTS AND TRAY CEILING.BRACE AND BLOCK SECTION REMAINING STRUCTURE.INSTALL(3)1-3/4X14 ML UNDER EX.RIDGE.INSTALL(2)1-3/4X11-1/4 ML w/3/4"STEEL AT ROOF INTERSECTION(SEE SECTION)AND ATTACH 1-3/4X7-1/4(RIPPED AS REQ.) - — — — — — — — — — — — — — — — — 1 3-1/2"FLAT CASING I TO SUPPORT CATHEDRAL ROOF.INSTALL(2)5/8"dia.THRU BOLT w/ I REPLACE EX.DOOR AND TRANSOM WASHERS AND NUTS AT 16"OC I I o ,n EXISTING DECK FWG8080 w/2'-6"h TRANSOM I (3)5-1/2 ML BETWEEN dOOR AND TRANSOM I I (3)9-1/2 ML OiR TRANSOM EXTENDED SILL NOSE I L — — — — — — — — — — — — - PROVIDE SHOP DRAWINGS FOR I ON NEW RAISED PATIO 23 —01/2" 6T EXISTING RIDGE'� I � ' I NEW STEEL HANGER TO BE APPROVED EW OUTDOOR SHOWER EXTERIOR TRIM DETAIL PROVIDE DRAIN AND ANDERSEN PRE-ASSEMBELED TRIM SURROUND 31 ARCHITECT. I , 3150#II,1987#dl SUPPORT I CO DRYWELL TO BE INSTALLED ON ALL EXTERIOR OPENINGS 6'-8"XS'-8"SCREEN PANEL 6'-0"X6'-8"SCREEN DOOR 6'-8"X5'-B"SC EN PANEL CX16-3 CXC16-3 v I , ,v I 2'- „ -0" I ( i (3)1-3/4X14 ML BEAM i F REPLACE EX.WINDOWS REPLACE EX(.WINDOWS u V y „ , I 1 ' _Z ' ' Z I CUT BACK JOISTS AS REQUIRED • 'J E I I v I USE JOIST HANGERS TO CONNECT 4X6 AC �Q W ; p : ,w I TO NEW BEAM ' x6 ______________(2)2X8COLLARTIE10'-6"AFF=====_____________ ' ' I� ' � LU -- --- -- �: 0 l EXISTING DEN ,� BIW o I O! v & �+ Z' >�' 26-0X19-0 `i ' ,> ,,, O O '¢ I v^ 2 � SSi -' i xv i -' o p I (4)14"ML w/ EX.FLOOR 1015TS �o O N Q I I I I M I I m X (3)1"STEEL HALF ," m' I E~-I REPLACE EX.STEPS , p o u; ri ; m i I V BOX IN BEAM WITH BATH FOR NEW PATIO O = Zi 3 3 g RECLAIMED WOOD 00 o I p DINING ROOM I I L I (VIF) I 2X6 CJ 16, NEW SCREENED-IN PORCH p OVER EXISTING DECK W 18-6X13-0 W, W ILU I — — — — — — — — — — — — — — — — J o Z 22-4X13 0 01 -I i ILU -I i _j ETA Fro � N , LU I' , I LU REMOVE EX.STEPS N g = N; � . � a FOR NEW PATIO ; H I ' ' ' -------------- - -------------- ---------------- Q, cn ' Ic M I I cn k O ( 2X8 C TIE 10'-6" i J i i 3 , „ O BOX OUT BEAMS WITH RECLAIMED BOX OUT BEAMS WITH RECLAIMEDit i 31 6" -71/2 O� �l WOOD(TBD,VERIFY WITH OWNER) v WOOD(TBD,VERIFY WITH OWNER) I^ PT4 D CENTER F RAILING T/1 I CN ' I / V1 _ J (3)1-3/4X14 ML w/(2)1"STEEL PLATES UPSET[BEAM I v�I , ' CXW145 CXW145711 CXVV145 --------- ---------------------------------- - -------- ---U----------- - R M — ' - - - - - - - - - - - ' — ' EPLACEEX.TRANSO O z a.* i-----i on i (4)1-3/4X14 ML w/(3) 1"STEEL PLATES UPSET BEAM (2)2X1C DR. WITH 14"h RECT. E BATH Z cc 1 1 ' 5-1/4X5-1/41.8e 5-1/4X5-1/4 1.8e e - ' ' ' " ' PARALLAM COLUMN. PARALLAM COLUMN. -__----`- ______ ____ ___ --__—_ __ ~ NO. 3 REMOVED OR 2 c0 -- 0 1 ^ CLOSE OFF p 4 CONTINUE DOWN CONTINUE DOWN I � H O OPENIN L ----- TO FOUNDATION TO FOUNDATION c > w EXISTING KITCHEN WALL BELOW WALL BELOW MASTER 6 Z ALTERED 0 qBAIN 00 CL 18-2X14-8 _____ Em 2' 7" 01/2' 7'-101/2" °' EXISTING DEN . 1 1 4'-61/ I I 22-0X14-4 o EX. BEDROOM No. 2 ® 00 N 6'-01/2" 4'-101/2" 10-0X12-8 EXISTING GARAGE /�\ ------- � � � 1,_B" = N lo M/W 'I DW i lJ _____ LINEN + m 2'-6" I n 777 77 7 t EX. MUDROOM101/2" 3'-1" 10 ------------- -I BATH W/o 'I pl- I W - ALTERED N I 1 1 ' EX. MASTER BEDROOM REPLACE CRACKED 14'-91/2" 5'-01/2" t BRICK AT HEARTH INSTALL SOUNDSENSE"NoiseOut-2" EXISTING PORTICO 2 AT NORTH AND WEST WALLS, 1 I I 1 I _ 0" CEILING AND FLOOR � ALTERATIONS „ , 1 R F O iCOOLER WINE I , I 7'-4” I`� 6'-61/2" , „ \ O O I I REPLACE EX.ARCH OPENINGS ___-___J , N 14 —1 p x WITH 8X8 FG COLUMNS r (V �o T-0" 1 I I N O r ` I I I I I.6„ 2'-6" M I 1 1 --------- - -------------------- LOCATION: ------------------LOCATION: EXISTING: PROPOSED: ALTERATIONS: 1ST.FLOOR CONDITIONED SPACE: 3,295.0 SQ.FT. 57.3 SQ.FT. 870.0± SQ.Fr. -------- WALK-IN CLOSET FORMER BEDROOM 2ND.FLOOR CONDITIONED SPACE: 1,560.0 SQ.FT. - 1,074.0±SQ.FT. B lu OFFICE No. 3 _ o S a GARAGE: 654.0 SQ.FT. - FORMER DINING ROOMo - O H p 13-4X12-10 `^ K E SHOES w PORTICO: 94.0 SQ.FT. - ____ ___ REPLACE RAILING.BID: OFFICE NO. I S L 4p-51p RAILING:U6000 FORMER BEDROO fl7 V DECK: 1,140.5SQ.�. EXISTING LIVING ROOM BALUSTER:S S 409160 V s ---------------- COVERED PORCH: 250.0 SQ.FT. 19-6X]4- p m c� r o 11'-51/2" rn m 5 " SCREENED PORCH(OVER EX.DECK): 311.0 SQ.FT. , o . U EXPAND ENTRY CLOSET , m '5' Po TOTAL: 6,743.5 SQ.FT. 307.3 SQ,FT. 2,531.0 SQ.FT. REPLACE SHELF AND ROD (3)2X10 HDR. (3)2X10 HDR. I rn cr' O REPLACE DOOR 0 C) r-' X p TW3046-2 TW3046-2 W R I I L EX. ENTCENTER OFF00 (EXPANDED) ( (CENTER OFF P REMOVE EXISTING EX.WALL i EX.WDW. EX.WDW. 0 m ' �+ EXTEND ENTRY AS SHOWN t UPSET BEAM O I � I N Z 1).REMOVE EXISTING EXTERIOR WINDOW AT OFFICE AND MASTER BATH. 5).REMOVE EXISTING FLOORING WHERE NECESSARY AND PATCH/INSTALL OC, W . ce Ud ; INSTALL NEW WINDOWS AS SHOWN.MASTER BATH WINDOWS TO BE NEW FLOOR AND TILE AS NECESSARY. LU TEMPERED AS PER CODE. 6).ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE u 2).REMOVE EXISTING INTERIOR WALLS AND DOORS AS SHOWN ON PLAN. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING ILL NEW COVERED PORCH 1'-4"-3'-0"-l'-4"X6'-8" BUILD NEW WALLS AND OPENINGS AS SHOWN.NEW DOORS TO MATCH HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. I p CC ENTRY EXISTING.INTERIOR TRIM TO MATCH EXISTING. W 6'-4" 6'-4" 7).INSTALL SMOKE AND CO DETECTORS PER CODE. two, O ' x N Fw 3).REMOVE SHEETOCK ON EXISTING WALLS AND CEILINGS AT MASTER BATH ON Lp 12'-8" !�5 , AND WHERE REQUIRED. 8).SEPERATE BID FOR RADIANT HEAT IN BATHROOMS.10 V o � v O ( 14"X14"FG COLUMN w/ IN LL I 4).NEW WALLS TO HAVE 1/2"SHEETROCK.REPAIR/PATCH CEILINGS WHERE Q 6X6 ACQ POST(TYP.) N w NECESSARY.MASTER BATH WALLS AND CEILING TO BE MOISTURE-RESISTANT I(3)2X10 DF#2 GIRDER -- (3)2X10 DF#2 GIRDER "-- x SHEETROCK. WALL LEGEND WEST EAST NORTH I I N yl --------------, WALL TO BE REMOVED 1ST. FLOOR PLAN H — _ (2)2X12 DF#2 GIRDER _ — fl-F EXISTING WALL �1 -- SCALE: 1/4" = 1' NEW WALL W NOTE: V ® ® 181-4 12 -8 S N PD ECT N 0 RTH DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL 04 [INT.:2X4=4-1/2",2X6= 6-1/2",EXT.:2X4=4-",2X6=6"] E DIMENSIONS OF NEW WALLS ARE FROM STUDS 31'-00' [EXT./INT.:2X4= 3-1/2",2X.6 =5-1/2-1 A/ DRAWN: MH/MS SCALE: 114"=1'-0" WEST EAST NORTH JOB#: January 09,2015 SHEET NUMBER. MASTER BEDROOM WALK-IN CLOSET. A-7 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALLVERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS "r �" "" MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: CIR30 WINDOW AT GABLE ML HgADER �f POST DOWNLU ( o O (MATCH HOUSE ' SOFFIT HEIGHT) I p Q LU v CWC n VILU LU 02X8 PP @16"OC W o I o EXISTING DECK w 12 O p O REPLACE RAILING AT DECK WITH S.S. N' 9 z Q CABLE RAIL;NEW POSTS AND HANDRAIL. a 12 x I LU `^ REMOVE AND REPLACE DECK SYSTEM.REFLASH 9 m I X' g Q WITH EPDM(OVERLAP ROOF AS INDICATED) O O EPDM TO RUN UP SIDE WALLS MIN.1'.SEAL ALL 0 ^I a ` I 12 Z o JOINTS AND FLASH ALL INTERSECTIONS WITH ^•�]�( w ' m O w LEAD COATED COPPER , 9� I � Q F=_- z 1 REPLACE EXISTING OPENINGS AS SHOWN NEW SOLAR PANELS TO BE INSTALLED OVER 3, 0„ cV g PATCH WALL AS REQUIRED(TYPICAL) EXISTING WEST DORMER.REMOVE EXISTING REPLACE EXISTING DBL HUNG O W_ „ ROOFING AND INSTALL ICE&WATER BARRIER 2'—111/z 5'—8 —21/2 3 —O WINDOW WITH AWNING. POST ' le U TO MATCH HOUSE.FLASH AS REQUIRED. WINDOW GLAZING TO BE DOWN FWH5068APLR TW3042 FWH50618A?LR At TEMPERED.PATCH WALL(TYP.) F--i p (3)2X8 DR. (3)2X8 I IbR. (3) :8 HDR. 1 I Q ♦\ I I 1 1 1 I I I `�rl(1 I I I I I I I ♦ �,�. , / I i I I I 1 1 O azr Qs ♦ 9� I LAYOVER7 ' 1” N 30 J - I I 1 I I I I I LU EX.ROOF �� Q 18'-7/2" , O cc P4" I 1 i J ♦ v W 1 1L0 00 O i I 11 1 I I I BATH <s� I ��y CRICKET LL ; ; 0 00 (BATH X BEDROOM 0 �; ; No. 5 ' CRICKET \♦ "' 'L+ �P LAY OVER S O 11 NO. 3 ; ; IN 1 O OUNT o UNDERMOUNT LAY OVER \ /`1 Ln EX.ROOF I EX.ROOF I I I N � B KS iv L TUB&SINKS r I � I o I O N �' W 2-4 4 E I I 7 ♦ ' i ; ; ; i i o QUEEN �- - --- - --� LINEN --- N '—z'-4" Ln -- - I _ -----------------------------------------------------------BEDROOM No. 4 FORMER BATH I ,"-61h: »---- - — 6'-01/2" M—+ 0 O4„ HALL O x ` ----- ------' 1 I ------ --- 1 1 I I I 1 I 1 EXISTING PORTION OF 2 ------ ----------- --- ROOF TOREMAIN -F---- ------------------ U O 2'-111/2" N EXISTING PLAYROOM I I , 1, 1 1 1 2'-0 1 1 1 I ; ; REPLACE RAILING.I'D: 1 9N I RAILING:U6000 I � ELI 4'—111/2" 1 1 BALUSTER:U5¢6d ' cv 1 ° 1 1 1 POSTS: , QUEEN 1 I --- ---- - 2'-4" -----T-----i---------------------------- __ ;-----�- •^, I 1 ., O 1 I \ _ ____-- - -------------- r� BATH No. 6 ' I i ; I I ; i GENERAL: I I ----------------- -- --------'-'-------- --� -------- OPEN 1 ----------------- 1 1 1 1 1 , n -------- `-------------a ' 1 ' 4 DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A , , ,a�„ � 1 —5 TQ 1 1 ---_-_----, FLOODING OF GROUNDWATER,OR INTERFERE WITH THE OPERATION OFSE S ROOF AREA: 1181.9 SQ. FT. WALL LEGEND 1 ' , / `1 I ' _ _______ BELOW I 1 1 I � t DRY WELLS MUST BE LOCATED AND O HER SUBSURFACE FIGURED WHERE THESIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, IR CONSTRUCTION SUBSURFACE 1 1 '\ 1.1//'I , CC SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. r--------------� 1 1 I I N -------- , ' ' 1 M N G {'i 'RUCTION .______________, WALL TO BE REMOVED 1 1 • • I I WILL NOT COMPACT THE SOILS BELOW THE DRY WELL.FINALLY,A DRY WELL AT 100% WATER RUNOFF: 207ACU. FT. 1 2'4" ---------- SHOULDm BE PROTECTED BY EASEMENT,DEED RESTRICTION,ORDINANCE,OR OTHER LEGAL MEASURES THAT PREVENT ITS NEGLECT,ADVERSE ALTERATION,AND REMOVAL. EXISTING WALL I I ^ THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH 4J O c7 { +, WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY -__-_-!_ O Q+ DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. 1 « X O -m PROVIDE (1) 8' DIA. X 4' DEEP DRYWELL NEW WALL I I I --_--_,_- p, {} IS w CONSTRUCTION: p w U FOR DRY WELLS,PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY (1) 8'DIA. X 2' DEEP DRYWELL NOTE: M � CONSTRUCTION EQUIPMENT AND CONTAMINATION AND CLOGGING ARE VITAL. , O PRIOR TO ITS CONSTRUCTION,THE AREA TO BE USED FOR THE DRY WELL SHOULD BE DIMENSIONS OF EXISTING WALLS ARE FROM FINISHED WALL (iC, "t \ CORDONED OFF TO PREVENT CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS [INT.:2X4=4-1/2",2X6 =6-1/2",EXT.:2X4=4-",2X6=6"] JR FROM COMPACTING THE SUBGRADE SOILS.DURING DRY WELL CONSTRUCTION, TOTAL DRYWELLS CAPACITY: 253.5 CU. FT. Eft •V � "' PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION AND SEDIMENT CONTAMINATION.ALL EXCAVATION SHOULD BE PERFORMED WITH THE DIMENSIONS OF NEW WALLS ARE FROM STUDS 2X12 LAYOVER PLATE Lo U '1i ,4; LIGHTEST PRACTICAL EXCAVATION EQUIPMENT.ALL EXCAVATION EQUIPMENT SHOULD [EXT. INT.:2X4=3-1/2",2X6=5-1/2"] . , 1). REMOVE EXISTING EXTERIOR DOOR AT BEDROOM No.2. CLOSE OFF 10). EXTERIOR OF HOUSE TO BE RE-PAINTED.REPAIR OR REPLACE ANY DEFECTIVE � BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. « / I OPENING AS NECESSARY.INSTALL NEW DOOR AS SHOWN. MATERIALS AS REQUIRED. TO HELP PREVENT SUBGRADE SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, 00 00 N C DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION144 LAY OVER_�� o W SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY * EX.ROOF 2). REMOVE EXISTING WINDOW AT BEDROOM No.3.CLOSE OFF OPENING 11).ALL ROOF PLATES SHALL BE BOLTED TO�RAFTERS WITH 1/2"DIA.GALVINIZED TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED.THIS / AS NECESSARY.INSTALL NEW DOOR AND WINDOW AS SHOWN. LAG SCREWS WITH WASHERS AT EACH RAFTER. 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, N 3). REMOVE EXISTING INTERIOR WALLS AND DOORS AS SHOWN ON PLAN. 12).APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED.WHERE ' 1 BUILD NEW WALLS AND OPENINGS AS SHOWN.NEW DOORS TO MATCH UNAVOIDABLE,EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OF 1 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. 1 EXISTING.INTERIOR TRIM TO MATCH EXISTING.BEDROOM 3 (FORMER 13).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBIING THE ; ,` BATH)TO HAVE TILE ON FLOORS AND WALLS REMOVED.REPAIR/REPLACE DIRECTLY TO THE DECK ALONG EAVES. SUBGRADE SOILS AT THE DRY WELL BOTTOM,WHICH SHOULD BE ESTABILISHED ONLY 1 Qs , SHEETROCK AS REQUIRED.ADD 1/4"LUAN OVER SUBFLOOR TO LEVEL W AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND 1 DRAINAGE AREA STABILIZED. )• 1 I SURFACE FOR NEW FLOORINGUSE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ H 4. . 14 IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS ' v w 4:12 OR LESS ROOF PITCH USE ICE&WATER BARRIER UNDERLAYMENT. STABILIZED,DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD,BE �Q/ p 12 4). REMOVE SHEETOCK AND PANELS ON EXISTING WALLS AND CEILINGS AT V INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND , 1 O SEDIMENT AWAY FROM THE DRY WELL.THESE DIVERSION MEASURES SHIOULD NOT 1 N a -1 BATH No.2,BATH No.3,AND BATH No.4. 15).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND INTERSECTIONS BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA 2ND. FLOOR PLAN 1 �' J IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 3.$ 12 �I NEW PORCH - " WITH ROOF AND SIDE WALLS(TYPICAL. U) STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE 1 / N 5). NEW WALLS TO HAVE 1/2 SHEETROCK.REPAIR/PATCH CEILINGS WHERE CTI COMPACTORS.A MAXIMUM LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. i T� i +/- ; �' NECESSARY.BATH WALLS AND CEILING TO BE MOISTURE-RESISTANT 16).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOOD!!! SCALE. 1/4 = 1 NEW PORCH , xl SHEETROCK, SHEATHING MUST BE DRY AND CLEAN PRIOR TO INSTALLING PRETREATMENT: `�z DRY WELLS TO BE 10'MIN. UNDERLAYMENT.UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO FUNCTIONAL LIFE OF A DRY WELL WHILE GENERALLY NOT A SIGNIFICANT SOURCE Of AWAY FROM HOUSE N AS WITH ALL OTHER BEST MANAGEMENT PRACTICES,PRETREATMENT CAN EXTEND THE VU 1 �1 6). REMOVE EXISTING FLOORING WHERE NECESSARY AND PATCH/INSTALL ELEMENTS AT END OF THE WORK DAY.COVER WITH HEAVY-DUTY RUNOFF POLLUTION,ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND ; NEW FLOOR AND TILE AS NECESSARY.REMOVE EXISTING BATH TILE AND TARP UNTIL ALL ROOFING IS COMPLETE. ORGANIC MATTER AND,DURING SITE CONSTRUCTION,SEDIMENT AND DEBRIS. ' I INSTALL NEW TILE PER ROOM FINISH SCHEDULE. 5 N P ROJ ECT N 0 RTH Q THEREFORE,ROOF GUTTER GUARDS AND/OR SUMPS OR TRAPS(EQUIPPED WITH « O O 1 CLEAN-OUTS)IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER ° ' r , " 17).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN PRACTICALTO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES o ° E ; I RR 7), ALL NEW EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE INSTRUCTIONS.USE GALVANIZED(ZINC COATED)ROOFING NAILS, THAT CAN ENTER THE DRY WELL. APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 11-12 GAUGE WITH AT LEAST 3/8"DIA. HEADS,LONG ENOUGH TO V HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. PENETRATE THROUGH PLYWOOD. USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT x 8). INSTALL SMOKE AND CO DETECTORS PER CODE. NOT CUTTING INTO SHINGLE SURFACE. 9).SEPERATE BID FOR RADIANT HEAT IN BATHROOMS 18).MATCH EXISTING SOFFIT AND RAKE BOARDS.giv f b't + y t1 DRAWN: MH/MS SCALE: 1/4"=1'-0„ JOB#: 1 January 09,2015 SHEET NUMBER: ' f y;1 r " PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-8 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT(PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 24"OC w 2X12P�TLAYOVER II � 12 12 • •O/ O• / O• . 4" O• • / • / O. 4" • • • • • 3.5 G Q 4" +/- C ? „O -3/4X9-1/ VALLEY ,6 ML RIDGE PLATE I II _____ 2X6 CJ 16"OC 2X6 DF#2 CJ 16"OC • � I � � I � O � � % ' � � • I • I •• I • I I • CUT BACK SOFFIT(3)GIRD GIRDER AS REQUIRED DF#2 BUILD UP GIRDER I I GIRDER AS REQUIRED (IJ I #10 STAINLESS STEEL I� (( IIr� it 1` � I ' I/�l�1 I T•' OR GALVANIZED • I� (I( � f( ' II1 • ' / �l• ' 1 I /� •• '� ( I • II II I � l,• 6X6 ACQ wooR SCREWSw/ OST 14"FG COLUMN WASHERS @ 12"O.C. 14"FG COLUMN 1I II I I + I I I II III 12"D.C. 12"OC I I 3'h RAILING 3'h RAILING 12" I I I I I, ' APPLY GRACE VYCOR 1 1 6X6 ACQ 7 FLASHING ALONG PORCH ' ' POST y I • I • •• • • I PERIMETER,min.]'UP WALL Z l , • ( y I I I • _ _ FLAGSTONE , , FROM TOP F F ' ' ' O W , , O O FOUNDATION O t I • 111 I I I 3/4"APA PLYWOOD TO MATCH � � � 1 H� O F. SHEATHING HOUSE(VIE) FLAGSTONE TO MATCH HOUSE(VIF) 1/2"APA RATED SHEATHING I ` / _ •• __ l 1 GRADE PLYWOOD I I I / I I / I I / . •. • •. .. . • •. • •. • •. W 1 I 1 I\ • I • •• I ` • I 1 "• D 4"CONCRhTE SLAB REINFORCED WITH �' �• D •�• D - I (ALTERNATMVE:7/16"O.S.B.) / f / 1 / I 1 / I / ��.• ._4"CONCRL7E SLAB REINFORCED WITH• _ _ O I 6X6 8/8 WELDED WIRE FABRIC ABOVE - �.. 6X6 8/8 WELDED WIRE FABRIC ABOVE • I I I I 1/2"APA RATED SHEATHING / 1 D • 4"GRAVEL ON COMPACTED CLEAN FIL D, .. 4"GRAVEL ON COMPACTED CLEAN FILL I � I I ' ' • i � I ' GRADE PLYWOOD I � l I 1 I 1 ..p�'o p 0 • I 1 1 I (ALTERNATIVIVE:7/16"O.S.B.) I / I / I I I ' I I _ I I I � I I I I I � 1 � I � I I JJ I 1 I .. 11 I I I �' • ' ---- ��', �•' �'•�'� � w #10 STAINLESS STEEL / ( I 2X4 DF#2 OR GALVANIZED 1 / STUDS a WOOD SCREWS W/ (l WASHERS @ 12"D.C. WINDOW SILL 1 l I TYPICAL WINDOW OPENING I ( •• H �� �—+ U U I i i i (LESS THAN 4'-0X8'-011 OPENING) ' #10 STAINLESS STEEL e EAST PORCH SECTIONS S l I I I OR GALVANIZED . • . •. . • �� [� I WOOD SCREWS W/ SCALE: 1 4 = 1 WASHERS @ 12"O.C. ■ / 11 1 TYPIG4L DOOR OPENING 04 W MULTIPLE PLYWOOD ASSEMBLIES 1-3/4X14 U (LESS;THAN 4'-0X8'-0"OPENING) 2-2X4 DF#2 STUDS CONNECTED ML RIDGE TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS AND NUTS @ T-O"O.C. TYPICAL MULTIPLE OPENINGS --- X6 X6 16 --- (MORE THAN 4'-0X8'-011 OPENING) 12 Co1�0 WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL 9D ���� REMOVE AND REPLACE DECK SYSTEM AND RAILING "1-"`� OVERLAY EPDM REFLASH WITH EPDM(OVERLAP ROOF AS INDICATED) AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) EPDM TO RD FLASH ALL INTERSECTIONS SECTIO.SEAL WITH ROOF/DECK JOINTS AND FLASH ALL INTERSECTIONS WITH LEAD COATED COPPER WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" _Q_ b DBL.2x8 COLLAR TIE O', AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL THRU-BOLT Y WASHERS w MATOFFIT TO CH HOUSE AND NUTS(TYPICAL) REFRAME AS REQUIRED CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. � ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. — - - — I (3)2Xs OVER WALL HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. REPLACE EX.TRIM AS NECESSARY 1-3/4X9-1/2 + Q ML RIDGE y + [Ui 12 LO o C3 (o0G I { ..' o D1 o Ei 2X6 CJ 16"OC 4X6 ACQ GIRDER — - - — REScheck Software Version 4■6.C� EXISTING(3)2X10 ACQ GIRDER ! (4)2X10 ACQ HHUS210-4 O 4X4 ACQ HANGER 'p Com p►lian ce +� i icata I POST _ , i2"dia.CONC. O O EXISTING PIERS PIER TO REMAIN ° N v m ' s~ C', G o Project — - - — 24"X24"X12" O '� FLAG STONE GO c� 2 ErAffw code: 2010 New Tork Energy cmis tion CONC.FTG. � v ¢I v . . .. .. . . .. . . . .. .. . . . .. . .. . . .. Suffe4k county,New York SCREENED— it _ _..�;1-; 1._:..-I tt"t", :'4"CONCRE7ESLAB REINFORCED WITH_ .,, IN PORCH SECTION t._•-,•,.,j1..., .--.i€I="B w'yam'�' '" €;--. tIE';6X6 8/8 WELDED WIRE FABRIC ABOVE 1-�Car, Ty}►e: Ingle famillg ;.:r; r: i( A'= LD UP GRAD' _ UI E �' Type tion - t .:III.:::- —G. - (? .t--1:= i�44 - -A"GRAVEL ON COMPACTED CLEAN FILO AS REQUIRED U ���, (S-150NSI �,. c" NAIFURAL GRADE SCALE: 1/411 - V 0 Permit€J ~ Permit Number. I 8"PC WALL M I ■'• 0 v C n Site: t9rn nerl,4gent: Designer/Contractor ' ' INSTALL(3)1-3/4X14 U Cr 1.0 1l) to Rl~llhfILMSE � "f°'�"Acct 16"X8"CONC.FTG. ML UNDER EX.RIDGE �' „p 3000 MORES LANE P.O.Parc 933 N CUTC#tO�NY C:mchogue NY M-45 (2)#5 REBAR .0 W 531-734-4Y135 OUTDOOR BATH / SHOWER SECTION ---NEW2 @16"0 --- qa., k .i'^:z� i'9ie ^/�, •,a ),T';' :.°:✓:rz'; :�f .' c:> 1 SCALE: 1/4" 1 I � lCMTP112FCC: 17-7%Better Than code MaKlmum UA- 2S Vwx IUk 21 Ttrl�t ru>.,+s1_c k ..F I.- It. "11 .b-" W-k-ff•* EX.RR TO (3)9-1/2 ML OVER � POST EX.RR TO F It ooe$nor prmid* ,*w6mm t aF Fe c■a r zt a FF t h-,*. 2X6 PLATE REMAIN ------ --- REMAIN E1D1e �36` Assemblies (2)11-1/4 ML w/3/4"STEEL THRU BOLT (2)11-1/4 ML w/3/4"STEEL,THRU BOLT Q' w/WASHERS AND NUTS 2 16"OC l____'-'---'--------__-'-- J ( )@ , 1 w/WASHERS AND NUTS(2)@16'OC V I I OI 1 I VJ � r 2X6 PLATE Q, :(3)5-1/2 ML OVER (/1 ort-All-Wood Jna.�rua er thwa nd" '5R°cle 52 .21-O Mo 0.E 2 Wall 1:Wood`Fremr-I6`o.r 165 14.x! 0.0 0.1%0 7 i -- I Door 1:mid 42 0.300 13ZD i + C:eNng 1:Flat Ceiling or 5ciss:orTrnr� SI 21.0 t7.0 6i.Ek37 2 Iw na 1w 1Irs Iw 1v+ Ilrs np Iw Iw ' �T I I Corsgplcarrre 5�terxrent The wed 6u ding deign described a is oD ':t�'rt with the bu"nq plwcs,spec�catiorm. admin calcrdetians subrr�tted w%YIa a permit appl'atian.The pressed Lwilding has been desiclroed to meet the201,0 Near Yark�y I I Conservation Cor�truction Evade rwT irernents in R,E5rbea Version 4-6.0 eM m comply with the mandatarryr requkdrrerdFs listed iia I I � the REschecc In^plection Checklist Iu. I I 1 i 3 x <.O 11/1 1 VI I w <O ' c.o. i 1 I I 1 s 1 I ' I F•i 4me- I nature I I I IV4 Iw 1w 1w Iln Iv1 Iv1 Iw ,u1 1w Iw Iw Iv1 I I 1 I 1 I 1 I I 1 D W. FAI I I I 0. W I I I I Iw I I I I x Iw x x Iw cn c 1 w c.o. co. I�4j_ x I w <.o. CO. ' 1 3 SLOPE'1/4•PER FOOT PITCH TO DRAIN •� 0 j. ♦ ro • �. f'w ,.♦wetly, .u/ PLUMBING SCHEMATIC ,�' ,. DRAWN: MH/MS N.T.S. , . ""�' n�s rJ `� '+ SCALE: 1/4"=1'-0" ProTitle: Re rt date: IZR91 4 ''•``r'x=`��' ..� JOB#: DEN WEST SECTION �= Data filenarrre:'C:1�4Isers6DFaft� Stalac1r14t3r�Cv FFFFScileck'�11.7C9[�.rek I' I of I n9 9e .�}�, � ��,?�•... r January 09,2015 SCALE: 1411 = 11 SHEET NUMBER: I v^ 'F. l2y3'',, PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COIMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-9 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING I AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: PRINCETON MOULDINGS ASSIC ASING PRINMOULDINGS HARBOR 12" 3/4"THICK BIRCH 7SHELVING OULDINGS HARBOR LASIC OWN 12 INTERIOR T BEADED SHELF EDGING 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, 1X3 BIRCH CLEAT USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT (SIDES&BACK) RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER 1-1/8"PRIMED 62"TO TOP OF STOOL 3/4'PRIMED FINISHED FLOOR ALL CORNERS. COVE PRINCETON MOULDINGS - 2). ATTACH THE WORK SECURELY IN PLACE. HARBOR CLASSIC a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET 4.5"CASING 16", 3/4"THICK BIRCH NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE • �� SHELVING NATURAL FINISH (IF ANY). -5/B"PRIMED �' b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- BASE CAP : PRINCETON MOULDINGS HARBOR CLASSIC INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 4.5^CASING 1,/4X3/4"BEADED SHELF EDGING 1-sR DIA. 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY FIR POLE IX8S45 1-1/8"PRIMED GRADE SPECIFIED. PRIMED TRIM 3/4"PRIMED BACKBAND a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK z covE 1X3 BIRCH CLEAT 66"TO TOP OF (SIDES&BACK) CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID O l� FINISHED FLOOR INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): w W15/16"X2-1/4" 5COA/4 AP /16 a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES TYPICAL CLOSET S WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS � w THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF c) PRINCETON MOULDINGS CRACKS. W HARBOR CLASSIC 3.5"CASING W WINDSOR R ONE WOBC6 1X6 T&G C8 WAINSCOTTING 1�1 PRINCETON MOULDINGS HARBOR CLASSIC 3.5"CASING WAINSCOAT CAP PAINTING NOTES: 15/16"X2-1/4" WINDSOR ONE HR0808 CROWN 1x6 545 • - - POPLAR EXECUTION: APPLICATION CONTINUED: PRINCETON MOULDINGS HARBOR CLASSIC A).EXAMINE SUBSTRATE,AREAS AND CONDITIONS,WITH APPLICATOR PRESENT,FOR G).SAND LIGHTLY BETWEEN EACH SUCCEEDING ENAMEL OR VARNISH COAT. 3.5"CASING COMPLIANCE WITH REQUIREMENTS FOR PAINT APPLICATION.COMPLY WITH 1X6 S4S POPLAR ALTERNATIVE PROCEDURES SPECIFIED IN PDCA P4. H).SCHEDULING PAINTING:APPLY FIRST COAT TO SURFACES THAT HAVE BEEN CLEANED, CHAMFERED 1).PROCEED WITH PAINT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS PRETREATED OR OTHERWISE PREPARED FOR PAINTING AS SOON AS PRACTICABLE AFTER HAVE BEEN CORRECTED AND SURFACES RECEIVING PAINT ARE THOROUGHLY DRY. PREPARATION AND BEFORE SUBSEQUENT SURFACE DETERIORATION. : 2).START OF PAINTING WILL BE CONSTRUED AS APPLICATOR'S ACCEPTANCE OF 1).OMIT PRIMER OVER METAL SURFACES THAT HAVE BEEN SHOP PRIMED AND TOUCH UP SURFACES AND CONDITIONS WITHIN A PARTICULAR AREA. PAINTED. 0 2).IF UNDERCOATS,STAINS OR OTHER CONDITIONS SHOW THROUGH FINAL COAT OF 1X6 S4S POPLAR B).COORDINATION OF WORK: PAINT,APPLY DITIONAL COATS UNTIL PAINT FILM IS OF UNIFORM FINISH0 a CHAMFERED 1).REVIEW OTHER SECTIONS IN WHICH PRIMERS ARE PROVIDED TO ENSURE AND APPEARANCE. ,COLOR Ln COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON REQUEST, Lwu 1/4" LOAN PLYWOOD FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE 1).APPLICATION PROCEDURES:APPLY PAINTS AND COATINGS BY BRUSH,ROLLER,SPRAY PRIMED&PAINTED USE OF COMPATIBLE PRIMERS. OR OTHER APPLICATORS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. O C).NOTIFY ARCHITECT ABOUT ANTICIPATED PROBLEMS WHEN USING THE MATERIALS J).MINIMUM COATING THICKNESS:APPLY PAINT MATERIALS NO THINNER:THAN H D SPECIFIED OVER SUBSTRATES PRIMED BY OTHERS. MANUFACTURER'S RECOMMENDED SPREADING RATE.PROVIDE TOTAL DRY FILM !y O 1X6 S4S POPLAR APPLICATION' THICKNESS OF THE ENTIRE SYSTEM AS RECOMMENDED BY MANUFACTURE. U M A).COMPLY WITH PRODUCERS SPECIFIED IN PDCA P4 FOR INSPECTION AND ACCEPTANCE K).MECHANICAL AND ELECTRICAL WORK:PAINTING OF MECHANICAL AND ELECTRICAL INTERIOR DOOR OF SURFACES TO BE PAINTED. WORK IS LIMITED TO ITEMS EXPOSED IN EQUIPMENT ROOMS AND OCCUPIED SPACES. B).COORDINATION OF WORK:REVIEW OTHER SECTION IN WHICH PRIMERS ARE PROVIDED L).BLOCK FILLERS:APPLY BLOCK FILLERS TO CONCRETE MASONRY BLOCK AT A RATE REPLACE' INTERIOR TRIM THROUGHOUT HOUSE REPLACE ALL INTERIOR DOORS TO ENSURE COMPATIBILITY OF THE TOTAL SYSTEM FOR VARIOUS SUBSTRATES.ON TO ENSURE COMPLETE COVERAGE WITH PORES FILLED. WITH TRUSTILE TS2020 , 2 FLAT REQUEST,FURNISH INFORMATION ON CHARACTERISTICS OF FINISH MATERIALS TO ENSURE USE OF COMPATIBLE PRIMERS. M).PRIME COATS:BEFORE APPLYING FINISH COATS,APPLY A PRIME COAT" PANEL WITH OGEE OR AS RECOMMENDED BY MANUFACTURER,TO MATERIAL THAT IS REQUIRED TO BE APPROVED EQUAL C).REMOVE HARDWARE AND HARDWARE ACCESSORIES,PLATES,MACHINED SURFACES, PAINTED OR FINISHED AND THAT HAS NOT BEEN PRIME COATED BY OTHERS. LIGHTING FIXTURES AND SIMILAR ITEMS ALREADY INSTALLED THAT ARE NOT PAINTED. RECOAT PRIMED AND SEALED SURFACES WHERE EVIDENCE OF SUCTION SPOTS OR IF REMOVAL IS IMPRACTICAL OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF UNSEALED AREAS IN FIRST COAT APPEARS,TO ENSURE A FINISH COAT WITH NO THE ITEM,PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION BURN-THROUGH OR OTHER DEFECTS DUE TO INSUFFICIENT SEALING. AND PAINTING. O 1).AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA,REINSTALL N).PIGMENTED(OPAQUE) FINISHES:COMPLETELY COVER SURFACES AS NECESSARY TO ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. PROVIDE A SMOOTH,OPAQUE SURFACE OF UNIFORM FINISH,COLOR,APPEARANCEC 4 v AND COVERAGE.CLOUDINESS,SPOTTING,HOLIDAYS,LAPS,BRUSH MARKS,RUNS, rn m v o D).SURFACE PREPARATION:CLEAN AND PREPARE SURFACES TO BE PAINTED ACCORDING SAGS,ROPINESS OR OTHER SURFACE IMPERFECTIONS WILL NOT BE ACCEPTABLE. X ; ROOM FINISH SCHEDULE TO MANUFACTURER'S WRITTEN INSTRUCTIONS FOR EACH PARTICULAR SUBSTRATE O CONDITION AND AS SPECIFIED. O).TRANSPARENT(CLEAR)FINISHES:USE MULTIPLE COATS TO PRODUCE A GLASS- x o 1).PROVIDE BARRIER COATS OVER INCOMPATIBLE PRIMERS OR REMOVE AND REPRIME. SMOOTH SURFACE FILM OF EVEN LUSTER.PROVIDE A FINISH FREE OF LAPS,RUNS, Q `'� $-+ 2).CEMENTITIOUS MATERIALS:REMOVE EFFLORESCENT,CHALK,DIRT,GREASE,OILS AND CLOUDINESS,COLOR IRREGULARITY,BRUSH MARKS,ORANGE PEEL,NAIL HOLES OR RELEASE AGENTS.ROUGHEN AS REQUIRED RO REMOVE GLAZE.IF HARDENERS OR OTHER SURFACE IMPERFECTIONS. 'CS SEALERS HAVE BEEN USED TO IMPROVE CURING,USE MECHANICAL METHODS OF P).STIPPLE ENAMEL FINISH:ROLL AND REDISTRIBUTE PAINT TO AN EVEN AND FINE CO v H \ BASEMENT: REMOVE EX.50"h 4X4 TILE SURFACE PREPARATION. TEXTURE.LEAVE NO EVIDENCE OF ROLLING SUCH AS LAPS,IRREGULARITY IN t v BATH No.3: 4X4 TILE NEW WAINSCOTTING(VIF) NEW CROWN 3).WOOD:CLEAN SURFACES OF DIRT,OIL AND OTHER FOREIGN SUBSTANCES WITH TEXTURES,SKID MARKS,OR OTHER SURFACE IMPERFECTIONS. .E ,0 4 'N RECEATION AREA: BEDROOM No.1: CARPET NEW CROWN SCRAPERS,MINERAL SPIRITS AND SANDPAPER,AS REQUIRED.SAND SURFACED n 4 EXPMECHANICAL ROOM CLOSET: CARPET NEW CROWN a) SCRAPE AND SED TO ECLAD MALL,DRY,SMOOTH AND DSEASONED KNOTS,AND APPLY A THIN COAT CLEANING AND PROTECTING:UST OFF. 0 � v co t4 OF WHITE SHELLAC OR OTHER RECOMMENDED KNOT SEALER BEFORE APPLYING I' �� a STAIR: OAK GARAGE: CONCRETE PRIMER.AFTER PRIMING,FILL HOLES AND IMPERFECTIONS IN FINISH SURFACES A).AT THE END OF EACH WORKDAY,REMOVE EMPTY CANS,RAGS,RUBBISH AND OTHER cV w v WITH PUTTY OR PLASTIC WOOD FILLER.SAND SMOOTH WHEN DRIED. DISCARDED PAINT MATERIALS FROM PROJECT SITE. O W DECK: 5/4X6 CABLE RAIL b).PRIME,STAIN,OR SEAL WOOD TO BE PAINTED IMMEDIATELY ON DELIVERY. - PRIME EDGES ENDS,FACES,UNDERSIDES,AND BACK SIDES OF WOOD,INCLUDING B)•PROTECT WORK OF TRADES,WHETHER BEING PAINTED OR NOT,AGAINST DAMAGE IST.FLOOR: SCREENED-IN PORCH: CABINETS,COUNTERS,CASES AND PANELING. FROM PAINTING.CORRECT DAMAGE BY CLEANING,REPAIRING OR REPLACING AND ENTRY: RANDOM TILE NEW CROWN COVERED WEST PORCH: c).IF TRANSPARENT FINISH IS REQUIRED,BACKPRIME WITH SPAR VARNISH. REPAINTING AS APPROVED BY ARCHITECT AND OWNER. d).BACKPRIME PANELING ON INTERIOR PARTITIONS WHERE MASONRY,PLASTER, C .PROVIDE 'WET PAINT SIGNS TO PROTECT NEWLY PAINTED FINISHES.AFTER OR OTHER WET WALL CONSTRUCTION OCCURS ON THE BACK SIDE. ) COMPLETING PAINTING OPERATIONS,REMOVE TEMPORARY PROTECTIVE WRAPPINGS In CLOSET: NEW CROWN PORTICO: ' n STAIR: OAK NEW CROWN COVERED EAST PORCH: E).SEAL TOPS,BOTTOMS AND CUTOUTS OF UNPRIMED WOOD DOORS WITH A HEAVY W COAT OF VARNISH OR SEALER IMMEDIATELY ON DELIVERY. PROVIDED BY OTHERS TO PROTECT THEIR WORK. E-I HALL: 2-1/4"SEL.RED OAK NEW CROWN 4).FERROUS METALS:CLEAN UNGALVANIZED FERROUS METAL SURFACES THAT HAVE NOT 1).AFTER WORK OF OTHER TRADES IS COMPLETE,TOUCH UP AND RESTORE QI BEEN SHOP COATED;REMOVE GREASE,DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN DAMAGED OR DEFACED PAINTED SURFACES.COMPLY WITH PROCEDURES V CLOSET: 2ND.FLOOR: SUBSTANCES.USE SOLVENT OR MECHANICAL CLEANING METHODS THAT COMPLY WITH SPECIFIED IN PDCA P1. 111rrr O SSPC'S(THE SOCIETY FOR PROTECTIVE COATINGS)RECOMMENDATION. NEW CROWN STAIR HALL: CARPET a).TOUCH UP BARE AREAS AND SHOP-APPLIED PRIME COATS THAT HAVE BEEN INTERIOR PAINT SCHEDULE: PLAY ROOM: CARPET NEW CROWN DAMAGED.WIRE-BRUSH,CLEAN WITH SOLVENTS RECOMMENDED BY PAINT MANUFACTURER,AND TOUCH UP WITH SAME PRIMER AS THE SHOP COAT. A).(7fPSUM BOARD(WALLS): 1� MASTER BEDROOM: BATH No.4: 5).GALVANIZED SURFACES:CLEAN GALVANIZED SURFACES WITH NONPETROLEUM-BASED 1).ACRYLIC FINISH COATS OVER A PRIMER. CLOSET: NEW CROWN SOLVENTS SO SURFACE IS FREE OF OIL AND SURFACE CONTAMINATES.REMOVE a).PRIMER:INTERIOR GYPSUM BOARD PRIMER. PRETREATMENT FROM GALVANIZED SHEET METAL FABRICATED FROM COIL STOCK BY b).FINISH COATS:INTERIOR LOW-LUSTER ACRYLIC ENAMEL. MASTER BATH: NEW CROWN - BATH No.5: MECHANICAL METHODS. B).GYPSUM BOARD(CEILING): SHOWER: NEW CROWN CLOSET: NEW CROWN E).MATERIAL PREPARATION: 1).ACRYLIC FINISH:TWO FINISH COATS OVER A PRIMER. BATH: BEDROOM No.3: NEW CROWN 1).MAINTAIN CONTAINERS USED IN MIXING AND APPLYING PAINT IN A CLEAN CONDITION, a).PRIMER:INTERIOR ALKYD WOOD PRIMER FOR ACRYLIC-ENAMEL.AND SEMI- GLOSS ALKYD-ENAMEL FINISHES. l FREE OF FOREIGN MATERIALS AND RESIDUE. LIVING ROOM: WALK-IN CLOSET: NEW CROWN 2).STIR MATERIAL BEFORE APPLICATION TO PRODUCE A MIXTURE OF UNIFORM DENSITY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. W STIR AS REQUIRED DURING APPLICATION.DO NOT STIR SURFACE FILM INTO MATERIAL. �y DEN: 4,5.6"SEL.RED OAK NEW CROWN BEDROOM No.4 REMOVE CARPET IF NECESSARY,REMOVE SURFACE FILM AND STRAIN MATERIAL BEFORE USING. C).FERROUS METAL: (PLUGGED) OAK TO BE RE-USED 1).ALKYD-ENAMEL FINISH:TWO FINISH COATS OVER A PRIMER. Fa).SURFACES:INCLUDE AREAS VISIBLE WHEN PERMANENT OR BUILT-IN FIXTURES, a).PRIMER:INTERIOR ALKYD FERROUS-METAL PRIMER. DINING ROOM WALK-IN CLOSET: NEW CROWN ) GRILLES,CONVECTOR COVERS,COVERS FOR FINNED-TUBE RADIATION,AND SIMILAR b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. COMPONENTS ARE IN PLACE.EXTEND COATINGS IN THESE AREAS,AS REQUIRED,TO KITCHEN:, RAISED PANEL/PLAIN NEW CROWN MAINTAIN SYSTEM INTEGRITY AND PROVIDE DESIRED PROTECTION. D).ZINC-COATED METAL: NEW CROWN 1).PAINT SURFACES BEHIND MOVABLE EQUIPMENT AND FURNITURE THE SAME AS SIMILAR 1).ALKYD-ENAMEL FINISH:TWO COATS OVER A PRIMER. EXPOSED SURFACES.BEFORE FINAL INSTALLATION OF EQUIPMENT,PAINT SURFACES a).PRIMER:INTERIOR ZINC-COATED METAL PRIMER. MUDROOM: NEW CROWN BEHIND PERMANENTLY FIXED EQUIPMENT OR FURNITURE WITH PRIME COAT ONLY. b).FINISH COATS:INTERIOR SEMIGLOSS ALKYD ENAMEL. 2).PAINT INTERIOR SURFACES OF DUCTS WITH A FLAT,NONSPECULAR BLACK PAINT WHERE VISIBLE THROUGH REGISTERS OR GRILLES. .± t.S CI� � . K` 7tILE- INTERIOR STAIN AND NATURAL-FINISH WOODVCl�1Z 3).PAINT BACK SIDES OF ACCESS PANELS AND REMOVABLE OR HINGED COVERS TO MATCH ;' Y p' "° ' EXPOSED SURFACES." DRAWN: MH/MS A).STAIN-VARNISH FINISH:(USE THIS SYSTEM ONLY FOR NATURAL WOQ I Fa 4).FINISH EXTERIOR DOORS ON TOP,BOTTOM AND SIDE EDGES THE SAME AS THE ;"; , NOT FACTORY FINISHED.)TWO FINISH COATS OF VARNISH OVER 1i OA f,-.1 iy SCALE: 1/4"=1-0" EXTERIOR FACES. r` 'l w" LYU4, 5).FINISH INTERIOR OF WALL AND BASE CABINETS AND SIMILAR FIELD-FINISHED 1).FILLER COAT:OPEN-GRAIN WOOD FILLER. u' „' ,; ` JOB#: AND INTERIOR WOOD STAIN.WIPE WOOD FILLER BEFORE APP *f January 09,2015 CASEWORK TO MATCH EXTERIOR. 2).STAIN COAT:INTERIOR WOOD STAIN. . ' ; ;�• t 3).SEALER COAT:CLEAR SANDING SEALER. SHEET''; � `.'' "`'K�` f* � SHEET NUMBER: 4).FINISH COATS:INTERIOR ALKYD-OR POLYURETHANE-BASED Cd R TI VARNISH. u'� P .As�� REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ ° RAFTER WALL STUD ENDWALL 7 — CRIPPLE STUD p BOTTOM PLATE ° p RIDGE HEADER LEDGER BATHTUB o DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBERI DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBERI DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 118ga. SLOPE HANGER PPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC O F-1 WALL STUD THROUGH-ROOF EXHAUST a VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP F-+•°I CRICKET AT TOP-SIDE OF Q CHIMNEY VENTILATION CHANNEL ll RIM BOARD RAFTER AS REQUIRED WALL SHEATHING RAFTERS kVEN IN F' SILL PLATE(S) TION WOOD JOIST SIDEWALL FLASHING FOUNDATION - - TOP PLATE FINISH WALL AND MOISTURE BLOCKING H BARRIER TO LAP FLASHING 2x4 SOFFTRJOIST BLOCKINGz zSTAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA OU AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA _ _ FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER INSTALL 4'O" O.C. � .'� THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER ^ SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT Q 4" - 81" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH ONTIN. SOFFIT / EXT. PLYWOOD F•-1 ON ALL OPENINGS ��' PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'O" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS � � GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ��„ ACTION 4' - 6' RAFTER RT10 10-3/4' x 18go. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. / CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" '18go. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 1-1/8" x 20ga. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ' ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT 0 a WOOD JOIST TOP PLATE 'x GIRDER/HEADER H SIDE WALL FLASHING O 1ST. FLOOR WALIL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOISTDEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SOAS TO FORM DRAINAGE CHANNELS AND RAFTERS INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION 4" - 8" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED ON ALL OPENINGS RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH RAFTER PLATE RT15 TYDOWN ANCHOR CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. / RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS CONFORM TO SLOPE / 8" - 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS PLATE/WALL SPTH4 STUD PLATE CONNECT OVER OF ROOF ON ALL OPENINGS / TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ANCHOR PLATES TO EACH STUD DBL. SILL PLATE O TERMITE SHIELD SUB FLOOR N v SILL GASKET WOOD JOISTS com v / ON ♦ ` NEOPRENE -,� ; p m aui TYP. CONC. FOUNDATION ^ CONC. SLAB ` v 6 MIL. POLY V GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE co cn o DAMPPROOF EXTERIOR r ' BOLTED TO STEEL BEAM WITH Q Q u V GRANULAR FILL I 1/2 " DIA. BOLTS © 48" o.c. STAG. uX, o 6MIL POLY ON EXTERIOR \• � � ' � � C� r V STEEL COLUMN00 a �. 0n ° 4 ° 4 p' ° ( ROOF JACK � \� �� �� STEEL BEAM v � CONC. SLAB � r ` u POUREANCHOD CONCRETE:R BOLT EMBEDMENT: I I ��%, M u v COMPACT FILL cN 'D B LOC K WALL: 15" I TOP AND BOTTOM PLATE U r'' ROOFING LAPS ON C un V ° ° 4 ° ~ FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING ° /` �♦ �. CONC. FTG. 'p Q p G u SIDES AND TOP �� cy c USE WITH 3x3 SQUARE WASHERS 1/2" GROUT o W r 1 : 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ��� 0 3" STEEL COLUMN 1 p REINFORCING BAR ANCHOR BOLT CONNECTION FOUINDATION 5/8" DIA. ANCHOR BOLT DRAIN TILE y SUPPORTING MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATIQN W TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24%12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC UUU SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SUB FLOOR CONC. SLAB ( DOOR FRAME 6X6 10/10 WWM GARAGE o. — JOIST COMPACT FILL DOOR USE 2X8 STEEL BEAM FOR BLOCKOUT 4" SLAB P.T. PLATE W/ 6X6 WMM M I I SLOPE U ° °. 4"DRIVEWAY —® NOTCH JOIST.AND ADJUST HEIGHT 1/2" AIR SPACE `� < WITH A NAILING PLATE IF NEEDED % '��'� AT END AND �� ,� ?'� �" > °• ° :e ea.e ° � TO BE APROX. 1/2" OR HIGHER THANUx yc ES OF WOOD O STEEL BEAM TO ALLOW FOR SHRINKAGE Imp GRADE a � ��-_n --«-- - r 4 r 4 r 4 t.' BEAMS - 1_ 1 ° '° ° ° a > ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 6X6 W.W.M. - - ; - - �,e - r� e ° o• o 'o I I—I I—I I L—I I S I 12' 4 4 r ° ' ° SUB FLOOR MIN. .n C e C '� �'4 �'� n'� ° _ NOTCH BEAM FOR fMUDSILL IF REQUIRED -- MAXIMUM i��I , G ) c e „ �� I'll �— �►� GI REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM ° 01ST wl e+r C .� REINFORCING BAR °a e - ��I ° 4 fie'°•° �� III I I DRAIN TILE �•�� ° de SHEET METAL / 30�# FELT UNDER BEAM AT POINT I ° �`'A �° o �° ° II _STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK l'I_iTi_iI iii-i viii:iITi e 3" PLATE (BOLTED TO BEAM) " +�c?7,•. TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. e eA SHIMS TO LEVEL BEAM j{ ;; REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. v +•;. M, �s'sr. DRAWN: MH MS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM � � ,; (� GARAGE DOOR BLOCKOUT r sa ;'+ ' .��' SCALE: 1/4"=1'-0,. BEAM POCKET JOB#: January 09,2015 `"' ` SHEET NUMBER: REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - 45 L65. 120 B SEVERE 3 FT. MODERATE SLIGHT TO TO HEAVY MODERATE 11 NONE 4"DIA. MAXIMUM TP '�? I RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored Z :E RAFTER JACK STUDS 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 minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. , RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC'WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers O STAIR RAILING ROOF LSTA24 1-1/4"x24"20ga. STRAP and nuts at 16"o.c.APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD I� 6).Concrete piers shall be a minimum 6"above grade. �-•I 1-1/2"SPACE MINIMUM 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). w H HANDRAILS RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. A 9). Use Simpson hangers and anchors with Z-MAX tripple protective coating or equal) RAFTER for any contact with ACQ. O C? U C? �D POST HANDRAIL NOTES: TOP PLATE � TOP PLATE All required handrails shall be of one of the following types O O BALUSTERS or provided equivalent graspability. F--1 U RIM/DECK JOIST WALL STUD O 1).Type I. Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater �...t WALL STUD ^ OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a I--•I perimeter dimension of at least 4 inches and not greater I--1 HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of RAFTER TO PLATE/STUD CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLIC:ATION dimension of 2-1/4 inches. OF THE STAIRS. HANIDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type If. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNDCT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS PLATE/WALL SPTH4 STUD PLATE ANCHOR sides of the profile.The finger recess shall begin with a PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12."RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RAFTER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth;hall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a 4 DIA.MAXIMUM ` maximum of 2-3/4 inches. Edges shall have a minimum GIRDER/HEADER radius of 0.01 inches. GIRDER/HEADER O a ° ° NAILING SCHEDULE �j W Z JOIST POST/COLUMN ° ° O ° ° ROOF SHEATHING: •��-�•I OZD U POST/COLUMN NAIL A� JOaNT DESCRIPTION QTY SPACING NOTES ^� o U AS PER TABLE 3.8 I' '"'� o U STRUCTURAL PANEL 8d ^/ GIRDER/HEADER WFCM-SBC POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION QN SPACING NAIL NOTES 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN SPLICED JOISTS OVER HEADER/GIRDER RAFTER TO 8'WALL: 3-Ed COMMONEACH DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAj ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY 70 EACH COLUMN USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMONEACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE N Cf) OVER PARTITION WFCM-SBC LAP NAIL v o ° ® STU COLLAR TIE AS PER TABLE 3.4 EACH FACE o M v BEARING PLATE TO RAFTER WFCM-SBC END NAIL rn $ GIRDER BLOCKING 2 _8d COMMON EACH TOE C TO RAFTER END NAIL ° • ' RIM BOARD EACH END TO RAFTER 2-16d CO00 41 MMON END NAIL w° , ° WOOD JOIST 4 �, + WALL FRAMING: LEDGER 1 I •• >• NAIL NAIL rn U m CONCRETE PIER '�." `o JOINT DESCRIPTION NOTES 00 � ° GIRDER/HEADER II QTY. SPACING N v � � TOP PLATE TO 2-16d COMMO PER FACE NAIL W 3 WOOD J015T >' , WOOD JOIST `" TOP PLATE FOOT ••> - TOP PLATES AT 4-16d COMMO JOINTS FACE `• INTERSECTIONS EA.SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 2-16d COMMO 24" FACE (MINIMUM) STUD O.C. NAIL I CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION THE PROPER STEEL CONNECTOR. HEADER TO 16"O.C. FACE [� LEDGER TO BE CONNECTED TO 131-136. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS I OR BEAM 16d COMMON t-+ IF ABLE,SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I I LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL Q, TO ALLOW FOR SHRINKAGE. ROD 1 REQUIRED (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END U 11 FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE PLATE TO STUD 3 -16d COMMO PER 2x6 STUD NAIL O BOTTOM PLATE TO: PER U)FLOOR JOIST, BAND JOIST, 2-16d COMMO FOOT FACE NAIL U) FLASHING TUCKED UNDER I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. l�1 THREADED ROD DECK FRAMING: E_ PIECE OF SIDING BELOW JOINT DESCRIPTION NAIL NAIL NOTES � 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT QTY. SPACING CONNECTED TO BLDG. @16r'OC POST JOIST TO: 4-8d COMMON PER TOE WOOD 101ST (MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL ENID DISTANCE BRIDGING 2-8d COMMON EACH TOE x TO JOIST END NAIL �y BLOCKING p BLOCKING EACH TOE 2-8d COMMON •' .•-• - MII`�11M M s TO JOIST END NAIL FLOOR FRAMING ° ' • •• •O •. .o• •.o o END NCE 12 x12 x12 u >A 3-16d COMMO 2x JOISTS BLOCKING TO: EACH TOE • ;0 o ••$', •• CONCRETE FOOTING v Y > , SILL OR TOP PLATE BLOCK NAIL BLOCKING FOR WOOD GIRDER • • v "v v " LEDGER STRIP EACH FACE 3-16d COMMO JOIST HANGER V . A TO BEAM JOIST NAIL. e D LAG BOLTS JOIST ON LEDGER PER ; TOE •,.,;,, �,:,,;: „ o HOLLOW COLUMN UPLIFT 3 -8d COMMON ;' �,� •"a TO BEAM JOIST NAIh RIM JOIST/BD. ' SIMPSON STRONG TIE MODEL STRRI/2 "' t sp . ° DECK POST FTG.CONNECTION BAND JOIST PER w" �1 !° ° SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMENDATIONS 3 -16d COMMO °� es TO JOIST JOIST Alj t•; , , ,, . . s DRAWN: MH/MS PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: PER -, USE WITH RT10 TYDOWN ANCHORS 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-16d COMMO IL ,. ;x,..` ::: `` SCALE: 1/4"=1'-0" FOOT '°.. <: DECK/PORCH LEDGER CONNECTION �` • y }`� � �I � ,r JOB#: 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING January 09,2015 �* SHEET NUMBER: REVISIONS: GENERAL NOTESWIND FRAMING NOTES NAILING SCHEDULE NYS CODE: 2010 EDITION PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION NAIL NAIL NOTES BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL.: 4-8d COMMON RAFTER 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL_ 3-8d COMMON EACH TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL,: 4-8d COMMON JOIST g y p g g p p PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PE:R TABLE 3.7 EACH FACE DESIGN CRITERIA construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PE:R TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8;d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 15�d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 0 NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES GAURDRAILS ANY DIRECTION 200 TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY FOR CAT.C) DESIGNED precautions and programs in connection with the work. There are no warranties fora bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt ( specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMON LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION W anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE Z 4 - 16d COMMON E"'I INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE � O or exceeds manufacture's speciifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD 2 - 16d COMMONO.C. NAIL EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE F" P g FIRE PROTECTION Sym" U attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and 7). The General Contractor is do consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 116d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS such as bookcases, shelving, pantry, closets, trims;etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 16d COMMO PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O U 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK ►-� 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: H FOUNDATION NOTES: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA Q 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCrtIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING 20 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 4 - 8d COMMON 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 -8d COMMONEND NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: o Where a ride is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) to be minimum 3-1/2 inch thick. All fill to be compacted to 95 /o relative density with g S 3 -16d COMMON INTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 6 maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE I BLOCK NAIL NOTE: 2 FOR PANEL FIELD along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.0 8d COMMON @ 4" O.C. SEE NOTES: 1,3 Q 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL � Con8x16 cast iron foundation vent for every 150 sq. ft. of area. JOISTO B LEDGER 3'- 8d COMMON PER TOE NOTES o 0 DECK AND COVERED PORCH NOTES: 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL c THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED 1N SCHEDULE NOTES ONLY. U N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END �i H All fasteners, hangers and anchors to be galvinized or stainless steel. 3 16d COMMONoo � the below grade portion of exterior walls prior to backfilling. g g TO JOIST JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, o U 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE I FOOT SEE NOTE: 1 F S H EATH I N( : 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G,0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. R For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION TY SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G,0.49. For Edition Wood FramingConstruction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Q below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd A:S PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE SHEATHING LOCATION NOTES a 3). Floors, walls, ceilings and (rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashingshall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES . SUPPORTS IN THE PANEL FIELD g g JOINT DESCRIPTION N v >~ otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY., SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) m >~ o 4' EDGE ZONE 8d COMMON @ 6" O.C. d COMMON @ 12" O.C. ON where needed. m GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD o a 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERSco Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. SEE NOTE: 3 �° co o g 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATH 1 N IG. O w openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES 0 � In openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s . JOINT DESCRIPTION NAIL NAIL o oro g ( ) THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. P4 bn and blocking where applicable. QTY. SPACING r~ 40 � 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE 3.9 8d COM�AO 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBCM U anchors where applicable to allconnecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE be used. •.. cn v 6d COMMO 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7 O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD 5d COOL.ERS 10" O.C . FIELD 7). Provide 2 - 1-3/4 thick mi�crolams ( height to match floor joists) around stairwell and/o- 2). Verify septic system with the Engineer for Suffolk County Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. other access openings unless otherwise noted (typical). FLOOR S H EATH I�?G: 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIIL NAIL W provide adequate bracing and Fates to protect and secure the structure. Verify with the JOINT DESC-UPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. H 8). Dormers running up roof rafters are to be supported by double rafters on either side P q g P P fY QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS sd coMM° 12" O.C. FIELD o as required by current NYS Residential Code-FIREBLOCKING REQUIRED under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draFt blocking as THESE NOTES ARE ONLY TO BE' REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. ) y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2"thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing � Contractor and owner for final review and approval. is nailed 3" on-center at the paned edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x shear capacities, nailing requiremients for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. �! adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Carage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other Farts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number olf nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current ss 14). All roof with a pitch le than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code. approved equal. Flat roofs shall be applied with a Fiberglas base sheet Wth an EPDMfl A torch down type material over. M � • `''��` ! � �' DRAWN MH/MS �OJ4SCALE: 1/4"=V-0" _p^ 16). All sill plates and wood in contact with concrete to be pressure treat?d. Sill plates to `,� ^'�.� +� JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approv?d equal January 09,2015 SHEET NUMBER: _ W : - 13