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ZrAzm-- �o�Ogt1FfQ(,�cOG" Town of Southold 10/8/2019 0 y� . P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40752 Date: 10/8/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1130 Glenn Rd, Southold SCTM#: 473889 Sec/Block/Lot: 78.-2-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/19/2017 pursuant to which Building Permit No. 41845 dated 7/27/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: "AS BUILT"BASEMENT ALTERED TO LIVING SPACE AND ADDITIONS AND ALTERATIONS INCLUDING DECK, OUTDOOR SHOWER, AND ENCLOSED PORCH TO AN EXISTING FOUR(4)BEDROOM HOUSE,AS APPLIED FOR The certificate is issued to David,Reuben&Margery of the aforesaid building. J SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41845 03-22-2019 PLUMBERS CERTIFICATION DATED 09-12-2019yan Wils rg l A ho ' d §ignature SUfFot�r TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE 5 . SOUTHOLD, NY Cpl � Sao 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#: 41845 Date: 7/27/2017 Permission is hereby granted to: David, Reuben & Margery 1 Ryder Ct Dix Hills, NY 11746 To: legalize "as built" basement altered into living space and to construct new additions and alterations to the existing single-family dwelling as applied for per Trustees approval. Additional certification may be required. At premises located at: 1130 Glenn Rd, Southold SCTM # 473889 Sec/Block/Lot# 78.-2-29 Pursuant to application dated 6/19/2017 and approved by the Building Inspector. To expire on 1/26/2019. Fees: AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,765.60 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $494.80 CO -ADDITION TO DWELLING $50.00 Total: $2,310.40 Buil nspector 1 Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. New Construction: / Old or Pre-existing Building: (check one)� /@lr Location of Property: / 50 61600 ( � G House No. Street Hamlet Owner or Owners of Property: qL�jj)aad Suffolk County Tax Map No 1000, Section 7f Block 02-- Lot Subdivision Filed Map. Lot: Permit No. qj, 81 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Z)u pplicant Signature pF S®VTC®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 ® roger.richertCaD-town.southold.nV.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To David Address. 1130 Glenn Rd City: Southold St: New York Zip 11971 Budding Permit# 41845 Section- 78 Block 2 Lot 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA G&S Electric License No: 578-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 Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 25 Ceding Fixtures 16 HID Fixtures Service 3 ph Hot Water GFCI Recpt 5 Wall Fixtures 5 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 34 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 29 Twist Lock Exit Fixtures 11 TVSS Other Equipment First floor master suite and basement renovation Notes. 1-exhaust fan,3-bath fans, 1-paddle fan Inspector Signature: Date: March 22 2019 81-Cert Electrical Compliance Form As Off, OF `L 1 t Telephone(631)765-1802 Ray(69 11 7&A4AgM. P.O.Boz 1179 Southold,NY 11971-459 ��1 �>�.:_�I✓v/.' 4 . MaDING DEPARTMENT J TOWN OF SO�JTHOLD � SEP 1 6 2019 BI T F3\1''`G d1=7"E 'T, CERTIFICATION Date: Building Permit No. / Owner; (Please print) Plumber: P\,YhIV w L L50ER 6 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. i (Plumbers Sig a ure) • Sworn to before me this �Z '� . " day of k-n\he,Y, 20 _ ECHELSEA L. CHALONEary Public, State of New Yorkgistration#01CH6287106ualnty ified In Suffolk C5 20mission Expires Aug. Notary Public, A-01\,,L County' 6 SOF SO(/T,�, TOWN OF SOUTHOLD BUILDING DEPT. - 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL INAL) REMARKS: Q DATE INSPECTOR ` `� L� � �pF SObT °�'YOOUNiV N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ION [ ] FOUNDATION 1ST ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTR AL (FINAL) MARKS: w� t O r k✓�/0 DATE INSPECTOR I �O�aOf SOUryo� ��OOUNiY,�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE �� / ' INSPECTOR- - ( ' �o� olo so cuum,�^c� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] OUNDATION 2ND [ ] INSULATION [ FRAMIN / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: siftlivk DATE INSPECTOR -e - --- --- TOWN TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [V- FOUNDATION 1 ST [ ] UGH PLEIG. [ ] F UNDATION 2ND [ INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F RE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Ir✓ rr o V6VVP'� y si101, y. DATE ] INSPECTOR u ` I aoF souls o� TOWN OF SOUTHOLD BUILDING DEPT. courm N`y' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS:--& -c � Aar /ov V c- xv" Q 'VIP 10, �1t�• k t� DATE INSPECTOR pF SOUI�olo * * TOWN OF SOUTHOLD- BUILDING- DEPT. �ycouMve�' 765-1602 f INSPECTION ." ' [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR�� Andersen. )/3()A rsen Windows -.+Abbreviated Quote Re ortAn i� p tl � /5 Andersen Project Name: brackenbuilt david gliders `� Quote#: 156132 Print Date: 10/19/2017 Quote Date: 10/19/2017 iQ Version: 17.1 .,...... Dealer: RIVERHEAD BUILDING SUPPLY Customer: BUILD SMARTER.BUILD BETTER. Billing Address: 1 /Jk 5 Z ; WWW.RBSCORP.COM Phone: / 9V -� � Fax: Sales Rep: GREG VIANI Contact: ( / Crezited By. TTade ID. Promotion Code, Item Qty Item Size(Operation) Location Unit Price Ext. Price 0001 9 244GW4050(AS) $ 551.55 $ 4963.95 RO Size=4'0"Wx 5'0"H UnitSize=3' 111/2"Wx4'111/2"H 200 Series Unit, 2 3/4" Frame Depth, White/Clear Pine, Low E Glass Insect Screen,White Zone:North-Central Viewed from Exterior U-Factor:0.29, SHGC:0.32, ENERGY STAR®Certified:Yes 0002 1 FWH3168(AL) $ 1777.08 $ 1777.08 ROSfze=3' 1"Wx6'8"H UnitSize=3'01/8"Wx6'71/2"H 400 Series Unit, Inswing,AL Handing,White/Clear Pine, High Performance Low-E4 Tempered Glass, Factory Applied Gold Dust Hinges r" Hinged Insect Screen,White Hardware Trim Set, FWH/FWO, LH, Anvers-Satin Nickel I -, _- �`-�''=i LJ " ; Viewed from Exterior Zone:North-Central U-Factor:0.30, SHGC:0.24, ENERGY STAR®Certified:Yes R'' OCT "° 1 2019 Quote#: 156132 Print Date: 10/19/2017 Page 1 Of 2 iQ Version: 17.1 Item Qty Item Size(Operation) Location Unit Price Ext. Price Subtotal $ 6,741.03 Total Load Factor Tax(8.625%) Is 581.41 Customer Signature 3.018 Grand Total � 7,322.4 Dealer Signature **All graphics viewed from the exterior **Rough opening dimensions are minimums and may need to be increased to allow for use of building wraps or flashings or sill panning or brackets or fasteners or other items. i Ask to see if all of the products you purchase can be upgraded to be ENERGY STAR®certified. This image indicates that the product selected is certified in the US ENERGY STAR®climate zone that you have selected. Data is current as of May 2017.This data may change over time due to ongoing product changes or updated test results or requirements. Ratings for all sizes are specified by NFRC for testing and certification.Ratings may vary depending on the use of tempered glass or different grille options or glass for high altitudes etc. Nexia is a registered trademark of Ingersoll Rand Inc. Project Comments: Riverhead Building Supply offers a two year parts and labor warranty on any Andersen Window or Patio Door products ordered through any of our locations. See your Riverhead sales associate for more details. Quote#: 156132 Print Date: 10/19/2017 Page 20f 2 iQ Version: 17,1 f i Delfino Insulation Co., Inc. 317 Burman Blvd,Calverton,NY 11933 ® �► CERTIFICATE OF INSULATION JAN 2 6 2018 JOB INFO: Brackenbuilt Homes Inc. DATE OF INSTALLATION: 12/044AX r, S®UT OLD 1130 Glenn Road Southold,NY 11971 Closed Sloped Ceilings Canteliever TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑� CLOSED CELL FOAM 7.5 R-49 CLOSED CELL FOAM 7.5 R-49 ❑ FIBERGLASS ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE Open Sloped Ceilings Exterior Walls TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 12 R-38 Q FIBERGLASS 5.5 R-21 ❑ CELLULOSE ❑ CELLULOSE Open Flat Ceilings TYPE INCHES R-VALUE TYPE INCHES R-VALUE ❑ OPEN CELL FOAM ❑ OPEN CELL FOAM ❑ CLOSED CELL FOAM ❑ CLOSED CELL FOAM Q FIBERGLASS 10 R-30 ❑ FIBERGLASS ❑ CELLULOSE ❑ CELLULOSE n FIRE CAULKED TO CODE DATE OF INSTALATION: 12/04/18 ❑ FIRE BLOCKED TO CODE DATE OF INSTALATION: ❑ AIR SEAL SUBSTATE TO CODE DATE OF INSTALATION: I Tammy Mazzara certify that the residence referenced above was insulated as per signed proposal by builder/homeowner,and the installation was conducted in conformance to applicable codes and standards and regulations. AUTHORIZED SIGNATURE COAIMENTS FOUN1 • FOUNDATION (2ND) ROUGH FRAMING& PLUMBING WA INSULATION . �I� . ►i_� ._���i��, a r��r� .. STATE ENERGY CODE k!WIPT 1.1 w4h 1 : I _%''- moi'' • I'� -1m r �� / 'j �L • � r r 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. Check Septic Form N.Y.S.D.E.C. Trustees (' C.O.Application Examined ,20 D `'" '` Flood Permit n'}�- D Single&Separate Storm-Wat Assessment Form JAN 1 9 2018 contact: Approved p 20 Mail to: Disapproved a/c T�= G r" F- TOWPI®1F S LID Phone: Expiration 720 Bui ing Inspector PROVAL APPLICATION FOR BUILDING PERMIT Date d(*J C ,20/S-- 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 naaameQif a co(�o'ration) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises ��� \d _ (As on thektak rol est 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. Location of land on which t c osed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Block' a Lot f Subdivision Filed Map No. Lot 2. State existing use and occupancy of premiss and inten4ed use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy l 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work F s '«' (Description) 4. Estimated Cost ', 6' ; i �_ Fee (To be;p'aid on filing this application) 5. If dwelling,number of dwelling units '`~Number of dwelling units&r each floor If garage, number of cars e 6. If business, commercial or mixed occupancy, spec fy naturetiand;extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories. Dimen,goii'sw sa 4 s ructure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 6 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO ho /fir ,��s use 14.Names of Owner of premises Address Phone No. Name of Architect 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 I'PNO IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMI Y 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) S: CO Y O '2 31 lca� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contra )above named, (S)He is the �4J (C n ctor, nt,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. to before me thi day of 20� SYA. PERKINS .Cto Public 0 ary Public,State of New York Signature of Applicant No.01 PE6130636 Qualified in Suffolk Counf r Commission Expires July 18 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 Q' Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20-0 Single&Separate Storm-Water Assessment Form Contact: Approved 20q Mail to: Disapproved a/c Phone: Expiration ,20 D c UE OVE ding Inspect SUN 19 2017 LICATI BUILDING PERMIT Date /� , 20 f WELDING DEM INSTRUCTIONS a.Thlp pro®ion?CYST b LccDompletely 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 ulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant - is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises �U�P/1'l ✓ (C�/1� ���v (As on the tax roll or --test 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. Location of land on which propos work ill be done: /C// House Number Street Hamlet County Tax Map No. 1000 Section '� `Block'" " G2 ; �``' "Lot � 1e Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �e b. Intended use and occupancy � 1/ 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 of existing structures, if any: Front Rear Depth Height Number of Stories M r p C rmI a # Dimensions of same structure with alterations or additions: Front �� a t �:,°._ �.a V dig ,Rear,' Depth Height Number;of`Stories ? ,� 8. Dimensions of entire new construction: Front Rear 1``~Depth Height Number of Stories 9. Size of lot: Front Rear Depth 9!1' 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 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal w a ®shwa r wetland? *YES /NO * IF YES, SOUTHOLD TOWN TRUSTEE &D.E.C. ERMITS MAY BE REQUIRED. -� b. Is this property within 300 feet of a tidal we an ? * YES NO \ . *,IF YES, D.E.C. PERMITS MAY BE REQUIRED.—A10¢ 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF,,;;, /L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Co actor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn,to before me thi IM day of s. U 20U I�a_-1 9 A/0— A.PERKINS (:::7otary P lic ate of New Signature of Applicant No.01 PE6130636 Qualifi+d in Suffolk C041� Commission Expires July I FORM NO. 3 i TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: February 13, 2018 TO: Patricia Moore (Reuben/David) 51020 Main Road Southold,NY 11971 Please take notice that your application dated January 19, 2018: For permit to legalize"as built" accessory apartment in an existing single-family dwelling at: Location of property: 1130 Glenn Road, Southold,NY County Tax Map No. 1000—Section 78 Block 2 Lot 29 Is returned herewith and disapproved on the following grounds: The "as built" construction, on this 29,620.8 sq. ft. lot in the R-40 District, is not permitted pursuant to Article III, Section 280-13(A)(6)e, which states; "The accessory apartment shall not exceed 40% of the livable floor area of the existing dwelling unit and any addition thereto permitted under § 280- 13B(13)(j)hereof." The livable floor area of the as-built accessory apartment is jz90.9% of the livable floor area of the dwelling unit. Aut ze Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. CC:file, Z.B.A. •h i t � BOARD MEMBERS- Southold Town Hall Leslie Kanes Weisman,Chairperson ��OF $DUjyO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor Robert Lehnert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento oI,YC��II� Southold,NY 11971 http://southoldtownny.gov D ZONING BOARD OF APPEALS TOWN OF SOUTHOLD SEP 2 7 2018 Tel.(631)765-1809•Fax(631)765-9064 RECEIVED ! � �yYr P^1A INGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 20,2018 �`rEP 6/�2}}018 ZBA FILE: 7168 S thold Town Clerk NAME OF APPLICANT: Reuben and Margery David PROPERTY LOCATION: 1130 Glenn Road, (Adj.to West Creek), Southold SCTM#1000-78-2-29 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25 and the Suffolk County Department of Planning issued its reply dated March 16, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated June 19, 2018. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and, therefore is INCONSISTENT with the LWRP. In his comments the LWRP Coordinator states that the "as built accessory" apartment does not meet Town Code regulations and was constructed without benefit of Board review. Furthermore, a portion of the residence is located within the FEMA Flood Zone—0.2 PCT Annual Chance Flood Hazard. PROPERTY FACTS/DESCRIPTION: The subject property is located at 1130 Glenn Road, Southold, NY and measures a total of 29,620.8 square feet. The northerly property line measures 100.00 feet and faces Glenn Road, the easterly property line measures 264.04 feet and the southerly property line measures 79.88 feet and 89.99 feet adjacent to West Creek with a total of 169.87 feet and the westerly property line measures 284.99 feet. The property is improved with a single-family dwelling that was constructed in 1985. The property has an existing dock and floating dock on the southerly portion that abuts West Creek within a tidal wetlands buffer of 10 feet as shown on the survey dated August 5, 1985 prepared by Howard W. Young,L.S. BASIS OF APPLICATION: Request for Variance from Sections 280-13(A)(6)e, and the Building Inspector's Februaryl3, 2018, Notice of Disapproval based on an application for a building permit to legalize an"as built" accessory apartment in an existing single-family dwelling; at; 1) "as built" accessory t - Page 2, September 20, 2018 #7168, David SCTM No. 1000-78-2-29 apartment exceeds 40% of the livable floor area of the existing dwelling unit; at: 1130 Glenn Road, (Adj. to West Creek) Southold,NY. SCTM#1000-78-2-29. RELIEF REQUESTED: The applicant requests a variance for a permit to legalize an "as built" accessory apartment in an existing single-family dwelling at 1130 Glenn Road, Southold, NY, SCTM#1000-78-29. The "as built" construction, on this 29,620.8 square foot lot in the R-40 Zoning District, is not permitted pursuant to Article III, Section 280-13(A)(6)e, which states: The accessory apartment shall not exceed 40% of the livable floor area of the existing dwelling unit and any addition thereto permitted under Section 280-13B(13)(i) hereof. The livable floor area of the as-built accessory apartment is approximately 90.9% of the livable floor area of the dwelling unit. ADDITIONAL INFORMATION: On October 19, 2016 the Southold Board of Trustees authorized to this applicant a Wetland Permit for the existing 2,164 square foot dwelling to construct a 4 foot by 20.2 foot first floor addition; existing 42 feet by 12.3 feet deck to be reconstructed and proposed to be extended 26.5 feet by 8 feet south side and 12.3 feet north side along the rear of the existing home with new 4 foot wide stairs to grade; construct a 42.6 by x10.5 foot screened-in porch below deck; construct a 4 by 6 feet outdoor shower; install a new drywell; remove 8 foot by 16 foot shed in side yard, and for the existing 4.3 by 8.2 foot "doll house" shed to remain; with the condition to establish and perpetually maintain a 10 foot wide non-turf buffer located along the landward edge of the tidal wetlands; as depicted on the revised site plan prepared by MCH Design Services, dated November 27, 2016 and stamped and approved on December 2,2016. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5,2018 and August 2, 2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. The subject dwelling received a certificate of Occupancy for a new one family dwelling, Certificate of Occupancy#Z13895 dated October 3, 1985 and issued to Lars Torkelsen. According to Building Department records,the basement level was described as unfinished space. At some point, the basement level was converted to livable space,without benefit of a permit, including what the applicant's attorney refers to as a"summer kitchen. " 2. The David's were issued Building Permit#41845 on 7/27/2017 to "legalize an as built basement altered into living pace and to construct new additions and alterations to the existing single family dwelling as applied per Trustees approval" (see additional information above). 3. On February 13, 2018,the Building Department denied the applicant a building permit for additions to an existing rear yard deck, and issued a Notice of Disapproval requiring a variance to legalize an "as built" accessory apartment in an existing single-family dwelling which size is approximately 90.9 percent of the livable floor area of the subject dwelling,where the code permits a maximum of 40 percent. 4. The applicant applied for variance relief stating in their application that, although there is a full second kitchen on the lower/basement level, the home remains a single family residence, and the applicants have not created,nor do they desire to create an accessory apartment. Rather,they are requesting a variance to maintain the as built second kitchen. While the application does seem to question the Building Department's determination that the second kitchen created an"accessory C � ' Page 3,-September 20, 2018 #7168, David SCTM No. 1000-78-2-29 apartment,"the applicant still only sought variance relief;the applicant did not seek an interpretation challenging the Building Department's determination. Specifically,the applicant stated in the Reasons for Appeal" section of the application that the owner is not requesting an accessory apartment, only a second kitchen in the single family dwelling. Therefore, it could be argued that in the application,the applicant, although not agreeing with the determination that the second kitchen constituted an accessory apartment, did recognize that a variance was required for the second kitchen in a single family dwelling. 5. The Members of the Board of Appeals conducted personal site inspections of the interior of the subject dwelling prior to the public hearing which was held on July 5, 2018, and observed that the subject dwelling is sited on a sloping property that creates a primary entrance at grade facing the road frontage and another entrance at the basement/lower level at the rear of the dwelling, accessed through an enclosed porch.The interior of the basement level contains an office/studio, workshop, full bathroom,mechanical and two storage rooms, a complete kitchen containing a cook top, oven,refrigerator, sink, dishwasher, counter tops and built-in kitchen cabinets labeled kosher kitchen, a great room with exercise area, a bedroom, and an enclosed screened porch,all built without benefit of a permit. The office,kitchen, great room,bedroom and enclosed porch all have windows.The upstairs is accessed through an open staircase without a door, all as shown on a foundation plan labeled Sheet No:A-1 dated 12/21/2017 prepared by MCH Design Services. This floor plan was preceded by a floor plan drawn and stamped by James J. Deerkoski,Licensed Professional Engineer dated 7/12/2017 submitted to the Building Department for the issuance of Building Permit 441845 issued on 7/27/2017 in which the kosher kitchen is labeled as"existing snack bar"consisting of a sink with counter, dishwasher, and refrigerator and without a stove shown on the drawing. No plans for the upper level were provided but personal inspection confirmed an as built complete kitchen on that level and an open staircase to the lowerlbasement level. 6. At the public hearing on July 5,2018 the applicant submitted testimony, and argued in support of the granting of the variance. No evidence or testimony was presented that supported the proposition that a second kitchen is allowed in a single family dwelling. At that time,the Board of Appeals asked the applicant to return to the Building Department to determine the feasibility of creating an accessory apartment from a portion of the as built basement level that was closer to the code permitted maximum of 40 percent of the livable floor area of the dwelling in order to keep the lower level kitchen, or removing the stove from the basement and relocating it to the kitchen on the upper level.The hearing was adjourned to the next month. 7. Prior to the next hearing date, in a letter dated July 31, 2018,the applicant's representative submitted a"Memorandum of Law" in which the applicant's representative, relying on the Court of Appeals case Baskin v Zoning Board of Appeals of the Town of Ramapo,40 NY2d 942 (1976), argued that a second kitchen is an allowed use in a single family dwelling. 8. At the second hearing on August 2,2018 the applicant's attorney informed the Board that she and the applicants met with the Chief Building Inspector and decided that it was not financially feasible for either option to be implemented since the applicant's had already spent considerable money on renovating the house,which were renovated without a building permit, including both kitchens, and requested that the Board grant a variance for the second kitchen. 9. Based upon personal inspections of the interior of the subject dwelling by the Board members and the public record,the Board concludes that the home is currently designed and used as a single family dwelling. 10. There were several inconsistencies between the application and the testimony and other documentation submitted on behalf of the applicant at the hearing. The application states that the reason for the application for the requested variance is because the applicant's family is Jewish and having a second kosher kitchen is"a desirable amenity." However on July 5h the applicant Page 4, September 20, 2018 #7168, David SCTM No. 1000-78-2-29 stated that the request was being made because she has "a potential son-in-law coming into my family and he comes from an Orthodox family..." The applicant then asked the Board if she could change her application to a request for an accessory apartment even though"we won't be using it as such" (page 8 of the hearing transcript). However,neither Mrs. David or her attorney established on the record that the David's do not keep kosher while a current family member is in residence who does observe the dietary requirements of a kosher home,thus necessitating two complete and separate kitchens. Further, if in fact,Mr. and Mrs.David and their daughter and potential future son in law both keep kosher, than only one kosher kitchen is required in their single family dwelling. Moreover, on June 22, 2018,the applicant's attorney submitted documentation regarding the requirements of a kosher kitchen from the United Synagogue of Conservative Judaism.The submitted documentation makes clear that there is no need for two kitchens and that maintaining a kosher kitchen does not require the use of two stoves. 11. The reliance by the applicant's representative on the Baskin case, for the premise that no variance is needed for the second kitchen in a single family dwelling is misplaced. In Baskin,the applicant,Landa, applied for, and received, a variance for a second kitchen in a single family dwelling. Thereafter, Baskin, a neighbor who had appeared at the ZBA hearing and objected to the granting of a variance,brought an Article 78 challenging the issuance of a variance. The Supreme Court overturned the ZBA's issuance of the variance and the appellate division affirmed the lower court's decision. The Court of Appeals, however, overturned the decisions of the trial court and the appellate division and adopted the dissenting opinion in the appellate division decision as its own,thereby affirming the ZBA's granting of the variance. Baskin, as the applicant does point out, does stand for the notion that an application should not be denied solely on the ground that the design lends itself for a legal use to be transformed to an illegal use in future. 12. Moreover, in the Baskin opinion,the ZBA had granted the variance, and that it is"axiomatic that the court will not substitute its judgment for that of the board or set it aside unless it clearly appears to be arbitrary or contrary to law." In Baskin,the ZBA cited several reasons for the granting of the variance, including; 1)there were significant differences in the degree of religious observance between the applicant and his son and daughter-in-law that required that the applicant have a separate kitchen from the one used by his son,2)the structure being built had a single entrance, a single boiler and only one utility room, and 3)the staircase separating the upstairs and downstairs was an open staircase. VARIANCE REQUESTED FOR THE LEGALIZATION OF AN AS BUILT SECOND KITCHEN Although the application before the Board was legally noticed as a variance for an over-sized accessory apartment,the Board agreed to consider the applicant's request for a variance for a second kitchen. 1. Town Law $267-b(3)(b)(1). Grant of the variance for a second kitchen as requested will produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Complete interior second kitchens in single family dwellings containing a stove, refrigerator, sink and built in cabinets, are not characteristic in the Town of Southold residential districts, unless they are part of a legally established accessory apartment in a principal dwelling that is accessory and incidental to the principal dwelling. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant can create an accessory apartment in the lower level of the subject dwelling to legally maintain the as built kosher kitchen or remove the kitchen and relocate the second oven to the kitchen on the first level. 1 Page 5, September 20, 2018 #7168, David SCTM No. 1000-78-2-29 3. Town Law §267-WAW). The variance requested herein is mathematically substantial, representing 100% relief from the Notice of Disapproval issued by the Building Department and the limitation of one kitchen in a single family dwelling unless a second kitchen is a part of a legally created . accessory apartment,which constitutes a second dwelling unit, accessory to the principal dwelling. 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood.An interior kitchen cannot be seen by other properties in the neighborhood and would have no environmental impacts. 5. Town Law §267-b(3)(b)(5). The difficulty has been self-created. Although the subject kitchen was built without a permit at some point in the past, the applicants purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel and dwelling under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant of the requested variance is NOT the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a kosher kitchen in their single family dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Weisman (Chairperson, seconded by Member Acampora, and duly carried,to DETERMINE THAT the subject residential structure is a single family dwelling pursuant to the Town Code,in the R-40 Zoning District SUBJECT TO THE FOLLOWING CONDITION: I. The second kitchen on the lower level must be removed prior to the issuance of a Certificate of Occupancy,AND TO DENY the variance as requested for a second kitchen in a single family dwelling Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes,Acampora,Planamento and Lehnert. This Resolution was duly adopted (5-0). 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Domino, President o�*rjF SQ�JyOI Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski cn Telephone(631) 765-1892 G Greg Williams ic► �� F -,(631.)_765-66_41, U(dT`l, U BOARD OF TOWN TRUSTEES SEP 1 6 2019 TOWN OF SOUTHOLD �y CERTIFICATE OF COMPLIANCE 9 1611C Date: August 30, 2019 THIS CERTIFIES that the replacement of existing fencing with new 6' high fencing along both side yard lot lines; and install 3'-4' high fencing across the property, landward of the 10' wide non-turf buffer; At 1130 Glenn Road, Southold Suffolk County Tax Map #1000-78-2-29 Conforms to the application for a Trustees Permit heretofore filed in this office dated May 17, 2018 pursuant to which Trustees Administrative Permit#9239A Dated June 20, 2018,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the replacement of existing fencing with new 6'-high fencing along both side pard lot lines; pj and install 3'-4' high fencing across the property, landward of the 10' wide non-turf buffer. The certificate is issued to Reuben&Margery David owners of the aforesaid property. • �.�li�u�ry Authorized Signature Michael J. Domino,PresidentVO� S�Ury� Town Hall Annex John M.Bredemeyer III,Vice-President �� 54375 Route 25 h O P.O. Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski Telephone(631) 765-1892 Greg Williams �� F AKL7.65,6641:,, C_ cou BOARD OF TOWN TRUSTEES SEP 1 6 2019 r TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE # 1612C Date: August 30,2019 THIS CERTIFIES that the existing 2,154.1 sq.ft. dwelling; construct a 4'x20.2' first floor addition; existing 42'x12.3' deck to be reconstructed and proposed to be extended 26.5'x8' south side& 12.3' north side along the rear of the existing house with new 4' wide stairs torg_ade; construct a 42.6'x10.5' screened-in porch below deck; construct a 4'x6' outdoor shower; install a new drMell• remove 8'x16' shed in side yard and for the existing 4.3'x8.2' "doll house" shed to remain; with the condition to establish and perpetually maintain a 10' wide non-turf buffer located along the landward edge of tidal wetlands; At 1130 Glenn Road, Southold Suffolk County Tax Map#1000-78-2-29 Conforms to the application for a Trustees Permit heretofore filed in this office dated September 16, 2016 pursuant to which Trustees Wetland Permit#8901 Dated October 19, 2016,was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing 2,154.1 sq.ft. dwelling; construct a 4'x20.2' first floor addition; existing 42'x12.3' deck to be reconstructed and proposed to be extended 26.5'x8' south side & 12'.3' north side along the rear of the existing house with new 4' wide stairs to grade; construct a 42.6'x10.5' screened-in porch below deck; construct a 4'x6' outdoor shower; install a new dmyell; remove 8'x16' shed in side yard, and for the existing 4.3'x8.2' "doll house" shed to remain; with the condition to establish and perpetually maintain a 10' wide non-turf buffer located along the landward edge of tidal wetlands. The certificate is issued to Reuben&Margery David owners of the aforesaid property. B-`" - � dYte.0 Authorized Signature IIEW YORK STATE DEPARTMENT OF EdVIM11 7,NTAL CONSUVATIOI1 r Regulatory Affairs Unit - ��� ' Bldg. 40, SU0--Room Stony Erooky -MY --1 794 " (516) 751-7900 20 October 1983 Mr. Torkelson Glenn Road Southold, New York It8: • Dear Mr. Torkelson: •A review has been made of your proposal to: -construct a single family dwelling, a maximum of 135' south of Glenn Road as- per supplied plans (Survey of lot # 13 of West Creek Estates by Young & Young-revised Sept. 20, 1983) . Sanitary system to be installed between house and road. Location. West Creek; Glenn Road, approximately 1200' east 61-Main Bayview Road, Town of Southold. Lot # 13 of Map known as "West Creek Estates" New York State Department of Environmental Conservation has found the i parcel XMX& project to be: Greater than 300' from inventoried tidal wetlands. Landward of a substantial man-made structure greater than 100' in length constructed prion to September 20, 1977: XXXX Landward of 101, contour elevation above mean sea level on a gradual, nat- ural slope. Landward of topographical crest of bluff, cliff or dune in excess of 10- feet in elevation above mean sea level. Therefore, no permit under Article 25 (Tidal Wetlands of the Environmental Conservation Law) is required at this time since the current proposal is beyond State mandated jurisdiction pursuant to this act. However, any additional work or modifications to the project may require a permit. It is your responsibility to notify this office, in writing, if such additional work of modifications are contemplated. Very truly yours, Few2 D-+niel J. Larkin Regional Supervisor of Regulatory Affairs DJL:RNT:cz ,� 1 SZ Scott A. Russell 01 UFR STO]KIM[WAT]EIR, SUPERVISOR V �� ]E ��� G SOUTHOLD TOWN HALL-P.O.Box 1179 6 53095 Main Road-SOUTHOLD,NEW YORK 11971 & Town of So u th o l d / -0 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) JUN _% 9 2017 -- - - -- - -- ---- -- - - - DOES THIS PROJECT T I1NVO LV E ANY OF THE E 1FO1LlLOWI1NG: Yes No (CHECK ALL THAT APPLY) ❑[YA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. r- ❑❑ 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 f wetlands, beach, bluff or coastal erosion hazard area. ❑ff E. Site preparation within the one-hundred-year f loodplain 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. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: D tnc[ NAME. „o Section Block Lot cf� 6,&.,1) R j/� �J .e.'` FOR BL,iLDING DEPA 'ENIENT L-4-. ONLY Contact Information �� 7(!/,�.— 7 � Reviewed By: Y — — — — — — — — — — — — — — — — — — Date. Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — 1130 CjeeW �2Y ❑ Approved for processing Building Permit. ® ®���LI Stormwater Management Control Plan Not Required �CQWh 1 /� a k ' - A 07 1 � Stormwater Management Control Plan. t�Required (Forward to Engineering Department for Review) FORM " SMCP-TOS MAY 2014 APPLICANT S.C.T,M.#: 1000 CHAPTER 236 ` (Property Owner,Design Professional,Agent,Contractor,Other) —p,,,— DZI- N 7 Z 2 ; Stormwater Management Control Plan CHECK LIST NANIE Gt Section Block Lot cn S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 111d1111CDate: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! T�kV��onc Nunibcr 1. A Site Plan drawn Lo scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following Items: If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries 0 b, Total Site Acreage. 0� c. Existing - Natural & Man Made Features within 500 L.F. 00 of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. �� 2(P.hX I?-3 x p e. Limits of Clearing & Area of Proposed Land Disturbance. f, Existing & Proposed Contours of the Site (Minimum 2'intervals) EROSION&SEDIMENT CONTROLS g, Location of all existing & proposed structures, roads, Shall include but not be limited to: driveways, sidewalks, drainage Improvements &utilities, �0 A well maintained Const h, Spot Grades & Finish Floor Elevations for all existing & � Wire Backed Slit Fencing, proposed structures. Seeding -- I. Location of proposed Swimming Pool and discharge rung. j. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). �O I Location of proposed concrete washout area(s). r inl. Location of all proposed erosion&sediment control measures. 00 IZfILco f- yvP eo--vba-, 2 Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate $ on-site the run-off from all impervious surfaces generated by a two(21 inch �0 TOWN oF SOUT DLD rainfall /storm event. DRAINAGE!NSPEC-TiONS ARE MQUIRED 3 Detail,,&Sectional Drawings for Stormwater practices are required for approval. COPtarA TGS Engineering at 7b!)--js60 before DaekfillItems requiring details shall include but not be limited to: ngineer s Certification a Erosion & Sediment Controls, ®0Othat ge asbeen installed to Code. b, Construction Entrance & Site Access. 00 c. Inlet DI ainage Structures (e.g.catch basins,trench drains,etc.) d. Leach i ng Structures (e g. infiltration basins,swa les,etc.) ., l OR !"�(al\1�.1•.IZI� � 1:P:\[Z,'),-,-IEN`1' IJSE: ONLY � - - , - - -- - - Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By — — - - - — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date- 7 Z7 7 I SMCP has been approved by the Engineering Department. FORM * SWCP Check List -TOS MAY 2014 SOF Sd�jp Town Hall Annex 54375 Main Road : 'z' Telephone(631)7651802 P.O.Box II79 • e " roger. eri7hosooQtl.n .us Southold,NY 1197I-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL. INSPECTION REQUESTED BY. Date: !o Company Name: 6" L r4 c Name: G v P.12 rz e � L t:.o �•- - License No.: I Address: . O /9 4V�P J J-•L,o L.C> /U Y ! Phone No.: i JOBSITE INFORMATION: (*Indicates required information) *Name: ID A U I D i *Address: 1 ( 3 0 G c.F—oJ *Cross Street: r *Phone No.: i Permit No.: Tax-Map District: 1000 Section: "7 Block: Lot: � *BRIEF DESCRIPTION OF WORK(Please Print Clearly) EA)oIZA 7�/ o rV, J (Please-Circle All That Apply) *Is job ready for inspection: YES/ NO ough In Final *Do-you need a Temp Certificate: YES NO Temp Information(if.needed) . *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead E Additional Information: PAYMENT DUE WITH APPLICATION � f ! 82-Request for inspection Form SO(�T�®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 �® a BUILDING DEPARTMENT TOWN OF SOUTHOLD March 15, 2019 Reuben & Margery David 1 Ryder Ct Dix Hills, NY 11746 RE: 1130 Glenn Rd, Southold TO WHOM IT MAY CONCERN: he Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: OT We also nee .iAnnd --sped for enclosed porch Electrical Underwriters Certificate - Inspection being done 3/22/19 r �l A fee of 150.00. Final Health Department Approval. Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) rustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 41845 —Add/Alt FM - C H I Design Services 1 _ 7NLl+lw.mchdeciane-rvl phone: j (631)298-2250 email: mlchael@mchdeslgnservices.com 29'•6"(EXPAND DECK) I'-9" 4'-0" go 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0° 4�-0u ' 1SA PPR6 4K° 4-0" I'�9°65° ° 4K° 4K° ° ° 415° 415" 4P3)7X10ACOGIRDER 744GW4050 744GW4050 744GW4050 744GW4050 244OW4050 244OW405o 744GW4050 244GW4050 744GW4050 V ten_ PROVIDE CROSS BRACING 16X74 PC TRENCH FOOTING, (3)7X10 7 AS REQUIRED AT P06TO ACO GIRDER L 6X6 ACO POST 3. BELOW GRADE BIGF CONC.PER CONG.SLK OVER ' �)7x6 BIGFOOT FOOTING POST 3'BELOW GRADE (TTP) V a a SCREENED FOR GH r �� ° BUILD UP PATIO TO BE v ay FWOH WITH BASEMENT O C INSTALL SCREEN PANELS (3)}3/4X0-V4 ML u/(71 9/e'B_TEFL FLITCH PsL47E9(FLusw QtJ AND WALLS UNDER GIRDER —T OBET r .-'- IR'TERNATTVE,(4S�-314%Ib IiL IJFbE768A}ti----- --" r — — STEM WALL POSTE ' lTl'PICAU OR(S)43/4X14 I'Il.UPSET BEAU U 4 QI UNDER EX. U1 r — — — �•�4 REBAR h BrdIR LNDG _ DDD 3a'� " b W V p — — — PROVIDE BLOCKING OVER WALL 7' 0436 FWG90611L 10° FOGB0611R REUSE EXISTING I I •`/ A &E=8811.6 9F OpNG —d ` — — — REPLACE HEADER I (71 7X10 PA00 OUGN 0)0.1/7 ML NDR 0)9.1!7 1.71 HpR W L — — — 0)41/7 ML NDR ! O (7)7X1 HDR (L 7X10 HDR I• — — ! IPARALLAM a `�I L •-. — J ^ O/ — — — ° i. 3I'_yK° COLUMN L — — J ` D O, ! o � K IX. OFFICE � W 2 6 /STUDIO I O; m 1 9 L. - - J K Z .....B:co.wc... . _ 2tl : IX. BEDROOM L. — — n E - ••••-• EXIB7ING POST �. O -• : To BE REMOVED B'CEILING L a °�� T KOSHER IN lu W Fri E O B CEILIN Z BOX M POST T I O W � ABOVE COUNTER En _E7t 7XIO°16°OC(VIP) a' m EX DOOR I IX.GRTROOM v 1 M x •• I .+--�-�q 'F D I DW '" 1 ..• B CEWNG - ® Q I�.•�KNIMU,3 O0)<G FOOTING O O Ek WBXIO FJ(.WBXIO � .M°7V°JM,SbkF COlC.FTG. ••••••r LL:-••• �I Z r -�;/gid• ••. .r ' �� IX BAT u B C 0 I _EX 7X10°16.00 NI. IX WORK SHOP a O �• EXIST NG POST B•CEILING ° CLOSET°n •4 I TO BE REMOVED I V-0. 7 -- EXERCISE AREA Q /RECREATION O'CI EiLNGG IX,GARAGE cm gZ MEW(3)I-3/4 I1 ML: RE-FRAME�L °Xm (31 7X6 P BT./ AS REQUIRED .... JB EX.MECHANICALS 250W prG r•••• r•-•• �(� B CEILMG I�• DRAWN BY: MH 7B.1 10'-1115" a BkID•-�- a WBm �-- EX- I CLOSET 12/21/2017 EX.STORAGE IX STORAGE B c� fLL B CETLL trG� Q SCALE: SEE PLAN SHEET NO: FOUNDATION FLAN SCALE: 1/8" = V-SII 1 - 1 FM 1H, SITE DATA:SCTM # 1000-13-50-171 � c DMIMON: SQ.ff.ARCA: LOT[OVEM% EXCAVATE FILL w e s i n service s www mchdeslanservlces cam PROPERTY 30705 6S FL JO ACRES - - I phone (631)298-2250 PROPERTYWEHANDS 75049 SQ ET 17ACRES I email BURITABIE PROPERTY 2320DJ SQ IS 53 ACRES - - I - mlchael@mchdeslgnservlces com GROUND AREA OF 2850 SQ Fl GROUND OISNRRANCE: i EXISTING HOUSE 215415Q Fl 93% - EXISTING DEC(. 4822 SQ Fl 11% - - O WONG SIOOP- 560 SQ ET 01% PROPOSED ADDITIONS 874 SQ E1 04% PROPOSED DECK ADDHION. 2198 SQ Fl 09% 4 W YD 1 W YD W O LLJ7 PROPOSED ORYWELLS 1-8'dlo - 5 W YD 3 W YD J W O TOTAL 29985 SQ Fl 129% ?CU 3'D 5 W YD ^ Z z 1 I N 7 w clis APROXIMATE LANDWARD E S LIMIT OF TITAL WETLAND z EL 1� V-1 IM x II t ^ E LIMIT81 OF CLEARING m �J•_ �,,,,,, R I fH T BALER) O - Q � I t e1.r •. I � t I Q \ IXISTING ASPHALT•I EX. IYEWAY \ m�' I GARAGE \ \ ................zo Q - i t \ \ i;e t m EXIST. l WEST GREEK \ \ prcp t DECK a !DREDGED) \ \ �\ \ EX STT. ro EXIST. \ 5 "'•° STOOP �• \ \ ......................... - - DRAWN BY: MH PROF;OSED 1 o O \\ uvvs ovc�r�en:cTo ec i- AD ION o vovwav twwwvaon. m \ \ vaavosEouwuu : °a. :ire�vaveoNs�vv.r, I :....................... '393' KEWWABHOIIT V 9/12/2016 \\\ - CONCRETE�•,'+•,Q - rlR_WT ELL JJ�� \ :' � �f 901E LIMITS RING r e SCALE• SEE PLAN t I 14AYI15ALEor ABon�s.o-exw.wo I1 t S APROXIMATE LANDWARD tIF' �S - t t LIMIT OF TITAL WETLAND IO It . - II tv 13 2 OO SHEET NO: SITE FLAN ' ^AN MEETI fi BOUNDS BY YOUNG&YOUNG SCALE: S^ ALE, 1" — 40 1-0 1 I DATED AUG 22 1983 _ l I E - l v C!' ;C 9 R'C,AL APPROVED AS NOTED de"SPEC loo flEQUIC:Cn DATE: B•p•# FEE: 1)1 AY: NOTIFY BUILDING DEPARTM AT COMPLY V11l TH ALL CODES I, STORM WATER MANAGEMENT DETAILS / 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: NEW YORK S ATE & TO'." NEW ROOF AREA:224.1 SO.FT. N.T.S. 1. !' FOUNDATION - TWO REQUIRED AS REQUIRED 4N CONDFT'! ~ AT 100%WATER RUNOFF:37.4 CU.FT FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING �'j'�'' Iti Vrl �til�lVi�da�vnr,� PROVIDE 6'DIA.X 2'DEEP DRYWELLS 3. INSULATION J 4. FINAL - CON,3TR ut;TION MUST DRYWELLS CAPACITY:42.2 CU.FT �I.rI BE COMPLETE FOR C.O. 0001"1)TNN MQ'S 16-- ALL CONSTRUCTION SHALL MEET THE _. N01� OGEE GUTTER-STANDARD 5 REQUIREMENTS OF THE CODES OF NEW . + YORK STATE. NOT RESPONSIBLE FOR 1).EXECUTION:kk_I S '�rES�Arg.-u CTION ERRORS. A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. tt 2).PREPARATION: / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. 0�M � � Y O R B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR S C TM # 1000-13-50-171 (C /n� METALS WITH PROTECTIVE BACKING PAINT. USE 1^ � I A VVF I J.INSTALLATION: DESCRIPTION: SQ.FT.AREA: LOT COVERAGE: EXCAVATE: FILL WITHOUT ,�° A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1-TO 2-FOR EVERY 40'OF RUN. 3ERTI z>.SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINrs, PROPERTY: 30705.6 SQ.FT. .70 ACRES - 0���.7 U . ��+ �/ a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND +n j i B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS.DOWNPROPERTY WETLANDS: 7504 . 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL .9 SQ FT. .I7 ACRES I CONNECTION WATERTIGHT. DRY WELLS TO BE 10'MIN. 4).PROTECTION: BUILDABLE PROPERTY: 13200.7 SQ.fl. .53 ACRES A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIALP14 • �` .�� 7,77 17.71" r,!1 R -n . 9 rte. COMPLETION. ESTIMATED AREA OF 3000 SQ.FT. + 00 °O GROUND DISTURBANCE: w EXISTING HOUSE: 2175.9 SQ.FT. 9.4% UMBER CER TIFIGATIC V O LEAD CONTENT REF U :I_ EXISTING DICK: 482.2 SQ.FT. 2.1% CEFi TIFICATE-OF OCCUPAi EXISTING PORCH: 56.0 SQ.FT. 01 LDER IUSED IN WATT~,% St 1PPLY SYSTEM CANN T EXISTING SHEDS: 256.9 SQ.fl. 1.1% CEED,2110'OF 1% LEAR t EL I -PLUMBIt\lG 2 PROPOSED ADDITIONS: 87.4 SQ.FT. 0.4% ALL PLUMBING WASTE I -K.&WATER LINES NEED c) PROPOSED DER ADDITION: 219.8 SQ.FT. 0.9% 4 CU.YD. 2 CU.YD. TES?tt G,BEF9RE COVERD. j APROXIMATE LANDWARD s 1 1 LIMIT OF TITAL WETLAND •, PROPDSED DRYWELLS: 1- 8'dia 5 N.YD. 3 N.YD. �����T PROCEED WITH A -R�t��II iC UNTIL SURVEYF'O � W I HAS SUDiA�ION APPROVED. t I 10' NON-TURF A ,�/ LIFTER EL TOTAL: 3278.2 SQ.fl. 14.1% 9 N.YD. 5 CU.YD. F� W14 IO Z O I 0% Np a ® Z �4 59 28 1 Lwa A tri i � 4.970 z LIMITS OF CLEARINCx A O I I V . (NAY BALES) cn /�\ - EX.STONE WALKWAT PORT.A�REMAIN r� O Q O ON SITE FO1t DURATION IX.REGTGLE CPNT[� OF CONSTRUCTION w: 12.3' d; EX- C--ON DIIMPST ` TOI. FOR. EXISTING ASPHALT IVEWAYGARAGE N OF CONMUCTI ��■• --------------- A r \ ti WEST GREEK \\ z 1 cq Exlsr, q (DREDGED) �; DECK v V .•••••s ` �y. \ IV T. EL- 12.3 ` Q XO u i u.: I o ` \ \ U : ° O 0:: "' EXIST, MEETS & BOUNDS \ \ y d,: .; Ex. ISTY ,� O,, BY: YOUNG &YOUNG \ 10.6' ~' 12.3' HOUSE ORCH W BASEMENT EL. DATED: AUG. 22, 1983 8,T \ \ -HAY BAY w/SILT FENCING / _ / \ ' �/' " I i.o - --- ST ) \ "" PROi�';OSED 1n O •�f 20,0'X6.0'EX. 12,0 4,' 14.0'X9, LIMITS OF CLEARING TO BE / Q :NO MORE THAN 20'FROM : ADO iTION FLOATING CK EX,RAMP DOC PROPOSED PROP RK AS IvO .............. ....DILATED ON SITE PLAN _ i' OO //� 66.0' P n . - EX. SHED - 9 4x4 •�� �• RELOCATE `r_ 41 , �.... Ex.woo _ a r .` _ / ., - i v k SOIL- - O, ;SHED To E__ LOCATION - ---:.. .. : REMov ....... ----•................ ................. I 10 SUFFI=RRF LIMITS 40 �CALE SRINCs° S 110 �`4011 E 264.040 I -CONCRETE WAST-{OUT APROXIMATE LANDWARD 1O LIMIT OF TITAL WETLAND T TEL SITE FLAN rRA 0 D � DRAWN BY: MH SCALE: 1" = 20'-0" 7/17/2017 EUv D yo SCALE: SEE PLAN i co J EER m W SHEET NO: 17�OA• 07 502 �.\. RIFE SION�� D Odd D t� BUTT. ENG DI:I PT. TO'SV, Ni OI SOUTI-IOID I I � Elmm i I � I FRONT ELEVATION LijU P4 SCALE: 1/4" = V-O" Z 0 t A O Ix W cs� z z ® W z P4 a A 00 Q o x I_I M E-+ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - r-4 cry � o n C/] I Ull BE o�l I o I � i i I 4 1$+ +.i + mit F DRAWN BY: MH RIGHT ELEVATION 5/30/2017 SCALE: 1/4" = 1'-0" SCALE: SEE PLAN F NQ/ SHEET NO: J Af�T h s"s'�'�7f":lA� Y U C4 O 04 . . . . . . . . . . . . . z in Film. . . . . . . . . . . 1 T �tl 'Lt t 'T7#-,Ttl-t T�5- Lt,'t! nc t-Fn A tt rt q: --I: It Ir: I/ I ii 4 1 t rt f T i t t f-t T t t t-t-,I t ��4 4, ----------- 4F J-4, -:M, p -t-- t7- Ti t f-V :i LT -�iLrr 4 !� v 4+4 "1- 4 t-i#j Cl t r. ;44 1 1�. 11 11 11 H H 11 77 11 11 11 11 1 i I H 11 11 11 11 11 11 11 1 11 Ii I I I I LT, 0 e,�7-oej-v < 0 z REAR ELEVATION zZ 0% SCALE: 114" V-0" 121 z 00 < Q c) Z cn E--q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - — - — - — - — - — - — - — - — - — - — - — - — - — - -- � Vol 0 Lj DRAWN BY: MH LEFT ELEVATION 5/30/2017 SCALE: 1/4" V-0" SCALE: SEE PLAN SHEET NO: 1 23'-6" !EXPAND DECK) 4'-31/4° (0'-�1�1" 6'-leu 61_03/411 SPLICE IN NEW GIRDER Lu/ EXISTING. ADD / REPLACE POST / STR'JCTUr2.E AS R``Q. — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -1 cn I CIA POST (3)2X10 ACQ G-!RDER 4'-3�a° x 6'-O" 8'-5" x 6'-0" x 6'-O" x 6'..011 x 6•-O" 1L PROVIDE CROSS BRACING - tu AS REQUIRED AT POSTS 6X6 AGO POST QU 12"dia. GONG. PIER Q I x 4 O U 2'x2'Xl' GONG. FTG. ' a ED PORCH W(� \a z Itu 3' BELOW GRADE - I Z BUILD UP PATIO TO BE O v O FLUSH WITH BASEMENT � fl _ Ii z � INSTALL SCREEN PANELS PROVIDE B:Oc;<[ ",ER WALL I u rr AND WALLS UNDER GIRDER 2 -0-------- '4 ------------- u - --------------------- --r O (CLOSET - --- xl ----------------- - _ - --------� _ ---------------------0 O) UNDER EX /✓�` 3 HE'=, 3=1/2X3-�I/2X1/4 TUE",E STEEL .POST �' $ AIR LNDG. N POSTS PLACEMENT TO EE ADJUSTED AS REQ. r 10 X O 34'-6° WITH BEAM OPTION 14'_/_" - - - tea A I REUSE EXISTING PROVIDE BLOCKING OVER WALL 2'-O _n `�^ G436 A-SERIES FWGD16o68-4 EGRESS: 8.6 SF OPNG — — — - - REPLACE HEADER I (2) 2X10 PASS THROUGH 111 ---" W ryT4u � 1 (2)2X10 HDR { L — — (2) S-1/2 ML ' HDR (2)2X10 Hr-IR u1 L — _ _ _ (2) 1-314XI8 ML w/ 3/4" STEEL. -, f-4 III UPSET HEADER �' (ALT. CI?;X,33.S OR WIOXS4) J e -T _ - I ^ -I O ( _ LL K EX, OFFIG 0 0( ' O U 1 I , X , ° III x EX. BEDROOM L J '� e / STUDIO " ~ No. 1 S a __8'-CEILING :1 ? p T w p� ,' ' •------------------- - N- ----13 w - ----4L -------- ---z -- d w cp ' I EXISTING POST >( O ----------------• E O W U O '' ''- 0' I TO BE REMOVED w X 8' CEILING L ;o aI A 1 EX. SNACK / BAS w i, cla V w X' @ 8' CEILING b ' -, I w E O a I -------- O `a } -J - ----� 3--------� -- -- �--_+ -------- ---xN _--'---+ � (11 y 1 --- --- ------ -------- x }X( u BOY. I W w UJ > ABOVE GOJN-ER !I X x I' x EX. 2x10 gI6"oc (VIF) 1"` ~ ' EX. GREAT ROOM RELOCATE I m � w ' I � R �I C �� I EX. DOOR , -��/{/�/ z II, W CEILING ' ! X ,' �� __ 1 1 LALLY COLUMN (TYP) � I DW80X IN AROUND BOT4. 1 1 1 [i] t 4 1 Ce NOTE• ,---_ ------ I I (�-T�l£W i DOTINCa UNDER R SOT+ GOLU""N5 , ,�,,, �--,..-...mm-.,. i� , - - : (RE-L4-_E EX.!STINa 45 R£G'J!RID) INSULATION TO BE VERIFIED AND UPDATED -�....4y - ' EX. WSXIO � � Ex WSXlO � ;` � 9 � O i 1 _ 1 FOOTItii!s:3'X3'Y.I',REINFORG£'J w/ W TO MEET BUILDING CODE. CONTRACTOR TOI o e 91' EXPOSE FOR INSPECTION (REPLACE / ADD ' AS REQUIRED). PRESCRIPTIVE DESIGN EX BAT o o . ,eo aoLL I'"� d" <eg c e p o e"d' o I I } EX. 2XIO 616"OC (VIF) O 8 CEILING , x n a °ap D q avp e a ' av o _, PER 8402, 2015 !ECC: I p I x WALLS TO BE R20 1 ' x � `^ 1 X WORK SHO O POST O SLAB RO BE R10 , R P X , 1 CLOSET - I TO BE REMOVED INTERIOR WALLS FRAMED WITH 2X4 (TYPICAL) 8' CEILING x (TOTAL BEDROOM: 4) _11 EXERCISE AREA Z 'Z ' I - - 1 - - - - 3— / RECREATION 8' CEILING EX, GARAGE Z —r—RE-FRAME WALL W I X (3) 2X6 PAST w/ AS REQUIRED a a ' ' 2'X2'Xl' F'TG. O ---- EX. MECHANICALS Ij 8' CEILING ( } 10,41t?" A O --- ---'--- I I OPEN RAILING' # M ray. `n L EX. WSXIO ,# EX. WSXIO 1 - EX WSX10 ' ' �4'-011 4'-011 - ^ O ------+1 ------ -- I--- I w CLOSET 1 1 LL _ A EX. STORAGE EX STORAGE ' 1 8' CEILING @O 8' CEILING 1 X 1 BASEMENT FLAN ...... 1 w SCALE: 1/4" = 1'-O" 1 1 ---------------------- EXISTING LEDGER TO BE REPLACE LEDGER (3) 2X8 (CUT TO SIZE) RE-FASTENED AS REQ. (2) 2X4 w/ 2X10 AS REQ, OVER HEADER VIF IF TO REPLACE OV R HEADER DECK DECK 2X10 FJ DECK 2X10 FJ DECK 2X10 FJ �--► W8X13 THRUBOLT WSX13 BLOCKING LEDGER TO .y AS REQ+ ! NEW BEAM C15X33."3 t (2) 1-3/4X18 ML wiox54 W/ 3/4" STEEL DRAWN BY: MH O - - 7/17/2017 J `4 NEW Io-8 # NEW 6-8 NEW ro-8 ; N` SCALE: SEE PLAN DOOR � DOOR - DOOR �E , NEW PATIO , w SHEET NO D �uL 2 0 2017 ,� ° sot+ SCREENED PO -'C ��■w IM1-,V PJJ + CREAT ROOM HEADER TO`'`'N OF so 26'-611 EXPAND DECK -r-r - I '' 1 I NEW DECK ' VERIFY RAILING AND DECIDING ' c0 z I w/ OWNER (MATCH OR ALL. NEW) ; i O 1 t] X STAIR 11'-4" 2'-9" EXISTING DECK 1 1 1 FWG80681- TW3886 i 1 (2) 2X8'HEADER (2) 2X8 HDR ; ' ' • � 1 1 1 Ju 1 1 O to + , X EX, BEDROOM EX. BA - - ----- - .-..---- --.------ -- .�, � � S' OPE No, 4 ALTEREr �. . ' ---- -, d-• i 1 10-4° CEILING , 1 I NEW ----- ------ ENLARGED, _ ------- STAIR ' = •------ X ! N 1c1l, 1 EX. GLS. " CUT BAG+;.' ' - I! EXISTING DINING ROOM1p wwl• � IV-cu� 3�}"--- ---_�� --o---- ---- ------------- -------------------- -� --- - `n -- ------� ----- �--�------- � c EXISTING O O KITCHEN L � A EXISTING DEN 00 <44 (2) 2X8 USN BEA ' O SHELVES '+ - ' 1"�1 u (� w 1 —3 sH ER o Z WALK-IN X , 1� CLOSET "' Z 1 1 1 P4a A i[ 1L_1J I 1 ' - 1 1 _ c g � 1 1 cn EX. BATH 1" 1 EX. BEDROOM No, 3 -�) I I EXISTING GARAGE EXISTING LIVING ROOM ------------------------ t;.. - EXISTING ENTRY1 ' LL 1 1 1 1 � I 1 , 1 EX. BEDROOM I No. 2 t` EX, PORCH 54' ------------------------- FLOOR FLAN f SCALE: 1/4" = V-O" DRAWN BY: MH 7/17/2017 F D Env yG SCALE: SEE PLAN FSR �N n ' y;a u SHEET NO: 0 D m w JUL 2 A 0725 R�FESSBtMADING ADEPT- ©NP\ To-NIVN OF 5®UT ;V i r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I ,2X10 DF#2 RR 01ro"0C I Ul I MATCH EX. ROOF PITCH tA I , ' , 1 I I ' { � ell 1 � Vol -01 1 EXISTING 2X10 DFe2 RR f16"OC L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Z A 0 --� w A O � � w vnz z Q w z � a A z 00 A o x 1-- M H > �) r--i ur) O 0 EXISTING [� EXISTING EXISTING DRAWN BY: MH 5/30/2017 SCALE: SEE PLAN cl) SHEET NO: R®®F FLAN SCALE: 3/8" = 1'-011 ?�� � A ML RIDGE 2X6 GJ 616 OC "OG - 6`0 \0 3 PRESCRIPTIVE DE61GN FER R4021 2015 [ECC: _ FLOOR SPACE R30 CEILING 413 � R-VALUE R-VALUE: 1 1/4 I 1/2 1 1/4 *EXCEPTION FLOORS - FENESTRATION 0,30 " IF FRAMING MEMBER IS RIS U-FACTOR: LA W-c F.A.I. TOO SMALL SHOWER GLAZED AB (HEATED) (2'PERIMIETE ):R10 FENESTRATION NR SHCR: 1 1/4 3 2 FRAMED WALL C.O. R-VALUE: R20 SKYLIGHT0.55 a DSL UP 3 U-FACTOR: ; . FJS BASEMENT WALL . _ (CONDITIONED SPACE) 15/19 4 _ R-VALUE: - .,t, n U "" t0 APROvED SLOE'En 1/4 i=ER FOOT PITCH TO DRAIN 4" G.I. SEPTIC SYSTEM c • TRAP HOUSE °' sA w o F1...UM5ING SCHEMATIC �--- SCALE. NTS EXISTING e FOUNDATION a;' eae a w SECTION A-A W U � SCALE: 3/8" = V-0" Z O 0 A A 2" 2" 2" p O 0 0 0 0 2" © 0 0 0 2" En Z Z 2" ® w z � a A c7 O 0 0 ® ® A o x 0 o F--i cb H FASTENER TYPE: SPACING: > r-4 ~ O No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC v l tin.EMBEDMENT LENGTH No.10 WOOD-SCREWS o H BASED ANCHOR WITH 16"OC 0 tin.EMBEDMENT LENGTH 1/4in.dia. LAGSCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH Q 0 3/4"APA PLYWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD (ALTERNATIVT.VE:7/16"O.S.B.) ® ® ® ® 1/2"APA RATED SHEATHING GRADE PLYWOOD ® O (ALTERNATIVE:7/16"O.S.B.) FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"OC OO OO tin.EMBEDMENT LENGTH WINDOW SILL -APICAL WINDOW OPENING - - No. 10 WOOD-SCREWS ® ® ® BASED ANCHOR WITH 12"OC ® PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH THAN 4 FEET 1/4in.dia.LAGSCREW BASED ANCHOR WITH 16"OC O 2in.EMBEDMENT LENGTH TYPICAL /� 1 1 PICAL DOOR OPENINGFASTENER TYPE: SPACING: PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES 2-2X4 DF#2 STUDS CONNECTED No.8 WOOD-SCREW AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH 8"OC THAN 6 FEET OR GALVINIZED BOLTS W/WASHERS AND NUTS @ 2'-0"O.C. tin.EMBEDMENT LENGTH No. 10 WOOD-SCREWS DRAWN BY: MH TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 91,0C 2in.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET 1/4in.dia.LAGSCREW 5/30/2017 AND EQUAL OR SMALLER BASED ANCHOR WITH 16"OC THAN 8 FEET 2in.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTU RAL PANEL SCALE: SEE PLAN AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) ��A C 'aA Ci> Ar SHEET NO: WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 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 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. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. m I' WIND LOAD PATH CONNECTION AICD CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ RAFTER WALL STUD ENDWALL CRIPPLE STUD 0 BOTTOM PLATE o RIDGE LEDGER BATHTUB HEADER 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 CONNECT TO 1 SIDE OF ALL CORNERS ON BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED S PPORT HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 ANCHOR PLATES OF 1 ST. 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 RAFTER 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLYTO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE BLOCKING 1924"OC .07 WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER SILL PLATE(S) RAFTERS ` f, WALL SHEATHING MAINTAIN VENTILATION WOOD JOIST FOUNDATION � � � � , � SIDEWALL FLASHING TOP PLATE BLOCKING BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER STAPPING t0 BE ATTACHED t0 WALL STUDS 1948"OC BARRIER TO LAP FLASHING2x4 SOFFIT J015T AT WALL — MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A - FASCIA o AND ALL WINDOW/DOOR OPENING JACK STUDS MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION BETWEEN WALL FINISH AND WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER WOOD GIRDER INSTALL 4'0"O.C. '� ROOFING TO AVOID SOAKI G THE SPACE VENTILATED. ALL OPENING CONTI, SCREENED VENT 4"-8" LSTA24 1-1/4"x24"20ga.STRAP AND JACK STUDS , . SHALL BE COVERED WITH CORROSION- CONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGS ,' PROVIDE HEMMED EDGE AT INSTALL 4'0"O.C. FLASHING TO FORM CHANNELRESISTANT METAL MESH WITH MESH LOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF T4 L M IN DIMENSION. SOFFITED EAVE 8"-14" LSTA30 1-1/4"x30" 18ga.STRAP AND JACK STUDS AND SO AS TO MAINTAIN IR CONNECT TO 4"-6"RAFTER RT10 10-3/4"x 18 a TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND A , ON ALL OPENINGS �� GAP TO PREVENT CAPILL RY 9 INSTALL 4'0"O.C. / ACTION CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14"- 16" LST�A36 1-1/4"x36" 18ga. STRAP AND JACK STUDS � / 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR ON ALL OPENINGS KEEP ROOFING NAILS OUT EACH RAFTER SOFFITED SAVE DETAIL � r � -. OF FLASHING W U 2ND. FLOOR WALL / ROOFING LAPS BASE O FLASHING 4 INCHES W SASE FLASHING WRAPS CORNERS RAFTER RIDGE GAP OF SAME � O EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING SIDES 4 INCHES AND LAPS NAILED TO SHEATHING �j ZSHINGLES AT BASE MIN. 4 INCHES THROUGH VENT �F--++ WOOD JOIST ® !"'�7 Z _ �i I"-1 A TOP PLATE a SIDE j__( �I GIRDER/HEADER � O V 1 i./E WALL FLAB f I 1 G N0F.�1 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 648"OC WOOD JOIST A Q F-�-i AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD 0 cn FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES — PROVIDE HEMMED EDGES SO RAFTER > r--i INSTALL 4'0"O.C. AS TO FORM DRAINAGE CHANNELS AND � � O 4'-8- LSTA36 1-1/4"x36" 18ga.STRAP AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED v l CAI KEEP SHEATHING MIN. 1-I/2 ON ALL OPENINGS ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH Z CONNECT EACH RIDGE VENT FOLDS THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR FROM PEAK TO ALLOW FREE 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 8'- 16" MSTA48 1-1/4"x48" 16ga.STRAP AND JACK STUDS CONNECT OVER CONFORM TO SLOPE ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF TO ALLOW FOR SHRINKAGE. 4 REDUCE BUMP OUTS 0 DBL. SILL PLATE O �� TERMITE SHIELD SUBFLOOR SILL GASKET WOOD JOISTS r � .�..r 2x6 /2x8 CONTINUOUS WOOD PLATE � CONIC.SLAB �,-':.,, NEOPRENE ,-- . � TYP.CONIC. FOUNDATION 6 MIL.POLY _ �/ GASKET �` ' BOLTED TO STEEL BEAM WITH DAMPPROOF EXTERIOR � - GRANULAR FILL � � � -- '" �� � „ 6MIL POLY ON EXTERIOR ` ) p .- i I 1/2 DIA. BOLTS 6 48 o.c. STAG. ° STEEL COLUMN a �! n CONC.SLAB 4 a p - o D/l ° \ ROOF JACK // I I , � `� STEEL BEAM ° C n i o o ^ v �� 4" x 1/4" x 8" STEEL ° COMPACT FILL ` I p a ^ ' ROOFING LAPS TOP AND BOTTOM PLATE _ v a FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING o ,^ CONC. FTG. p Q p • G o USE WITH 3x3 SQUARE WASHERS SIDES AND TOP �� I 1/2" GROUT ° o o• ^ : o ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) ` � 3" STEEL COLUMN p REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8"DIA.ANCHOR BOLT _- I I DRAIN TILE p SUPPORTING MAXIMUM SPACING FLASHING LAPS -' i i C 10 KIPS J SILL PLATE TO FOUNDATION 1 STORY 72"OC ROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION TYPICAL SEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERSSILL PLATE TO FOUNDATION 2 STORIES 36"OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3 STEEL COLUMN ANCHORED TO 24 x24 x12 CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM SEARING WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57"OC SLAB-ON-GRADE ROOF JACKS 4 VENTS DETAIL CONIC.SLAB I ( r---SUBFLOOR ( DOOR FRAME 6X6 10/10 WWM GARAGE,_I COMPACT FILL DOOR JOIST � USE 2X8 i _ FOR BLOCKOUT r 4" SLABI ( _ STEEL BEAM SLOPE P.T.PLATE W/ 6 A- WMM ° 0il 4'DRIVEWAY--�.. NOTCH JOIST AND ADJUST HEIGHT DRAWN BY: MH 1/2 AIR SPACE < ► � -1 1/2' ,, (WITH A NAILING PLATE IF NEEDED) AT END AND . GRADE ° -"-- ------" ----- SIDES OF WOOD �'p o � D_ o OBE PROX R HIGHER THAN p � p /11 Q 4 Q p BEAMS ° .° STEEL BEAM TO ALLOW FOR SHRINKAGE 5/30/2017 �� o 6X6 W.W.M. r — — — — — �.�° =,i� a D• p ,p I _ (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) 12" p ,c D c v p a ° , SUBFLOOR MIN. ���� NOTCH BEAM FOR MUDSILL IF REQUIRED — MAXIMUM > ° e p �— SCALE: SEE PLAN • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM • REINFORCING BAR ' o JOIST DRAIN TILE I. o SHEET METAL / 30» FELT UNDER BEAM AT POINT ^ 12" OF CONTACT WITH CONCRETE OR CON(. BLOCK STEEL BEAM ,, 0• N� �`�\. SHEET N O. SHIMS TO LEVEL BEAM ® �F 4 TYPICAL CONIC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) 04 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. PLATE (BOLTED TO BEAM) REINFORCE FOOTING WITH (2) 04 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR eLOCKOUT �, £F�� SEAM POCKET ,r• �; � II WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS 4"MAX. GIRDER DECKING DECKING 4^DIA.MAXIMUM EXTERIOR WALL DECK JOIST DECK JOIST 1/2"DIAMETER LAG SCREWS, Z THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED " � OR 5"LEDGERLOK SCREWS PAST 1015T HANGERS,CAULKED TO (2) 1/2 GALV.OR S.S. PREVENT WATER INTRUSION LEDGER FLOOR CARRIAGE BOLTS WITH AND JOIST FLUSH ON TOP JOIST WASHERS AND NUTS GIRDER RIM BOARD CAULK TO PREVENT WATER SIMPSON CBS INTRUSION LEDGER AND ANCHOR DECKING 1/2"DIA.EXPANSION BOLTS, a JOIST FLUSH ON TOP EPDXY OR ADHESIVE(PER °�� 4 CONCRETE POST FLOOR "MIN. MANUFACTURE INSTRUCTIONS) .Ds�a• JOIST 1-5/8"MIN. w/WASHERS AND NUTS H14 d° PIER 5"MAX. DECK JOISTS °• DECKING DECK/PORCH RAILING "MIN. .'d •°• DECKING DECKING JOIST HANGERa4 DECK JOISTS D•s .4 2X ACQ LEDGER BOARD FOUNDATION WALL eNOTE: •<BLOCK FOUNDATION DECK JOISTDECK JOISTRAILING FOUNDATION p •<se TO BE FILLED WITH a , JOIST HANGER POST WALL o ° GROUT AT ANCHOR p4 e Ad�•o• LOCATIONS <'s . 2X ACQ LEDGER BOARD SIMPSON DTT2Z HOLD-DOWN GIRDER GIRDER RIM BOARD LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2X8) DECKING 0 2"MI . jl THROUGH-BOLTS 0• s"MAX. DECK JOIST ItTHROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2"MINN. SHALL BE 17/32"TO 9/16"IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST CARRIAGE BOLTS WITH ATTACHED WITH 10d THREADED CP EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM 12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD POST r._� IN 2 ROWS AND ADHES VE ANCHOR BOLTS OSHALL HAVE ASD DIAMETER OF 11/2.MINIMUM SPACING AND CO PIER IE TO A CONCRETE OR SOLID SHOWN IN LEDGER DETAIL POST-TO-DECK CONNECTION v , 2"MIN. 5-1/2"MIN.FOR 2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL ® ® ® ® 6-1/2"MIN.FOR 2X10 ANCHORS MUST HAVE WASHERS 5"MAX. 7-1/2MIN.FOR 2X12 @ @ @ " LAG SCREWS 3/4"MIN. LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".LAG SCREWS SHALL HAVE PILOT HOLES W2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16"DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2"UNTHREADED SHANK.LENGTH MUST PENETRATE BEYOND yy RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. CONCRETE �I LEDGERLOK SCREWS PIER LEDGERLOK SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT " BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING,OR RIGID FOAM 4 DIA.MAXIMUM LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND 1-3/4" FROM TOP AND BOTTOM EDGES. 24"X24"X12"CONC. FTG. HANDRAIL NOTES: T BELOW GRADE All required handrails shall be of one of the following types (ALT.: BIGFOOT FOOTING) or provided equivalent graspability. 1).Type 1.Handrails with circular cross section shall have an outside diameter of at least 1-1/4 inches and not greater r, r 36"MIN. than 2 inches.If the handrail is not circular it shall have a v O perimeter dimension of at least 4 inches and not greater than 6-1/4 inches with a maximum cross section of ^ FLOOR SHEATHING NAILING AT 1/2"DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LAG SCREWS, dimension of 2-1/4 inches. 6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUMTHROUGH-BOLTS WITHWASHERS JOISTS WITH HOLD DOWN OR 5"LEDGERLOK inches shall provide graspable SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type II.Handrails with a perimeter greater than 6-1/4 O finger recess area on both sides of the profile.The finger recess shall begin with a �/ W 710IRDER 1 1distance of 3/4 inch measured vertically from the tallest STAIR RAILINGSOLID SAWN DECK I JOISTS DECK 1 1 P P PFLOOR JOISTS onion of the rofile and achieve a de th of at least 5/16 r/�JOIST JOIST 1 1 inch within 7/8 inch below the widest portion of the• •• 1 1profile.The required depth shall continue for at least 3/8 1-1/2"SPACEinch to a level that is not less than 1-3/4 inches below the MINIMUMTHREADED ROD MAY BE THREADED ROD MAY BE tallest portion of the profile.The minimum width of theLSLOPED UP TO HE MINIMUM 2 OJOIS SLOPED UP TO 1:12 AWAY FROM THE HOUSE AWAY FROM THE HOUSE handrail above the recess shall be 1-1/4 inches to a ATTATCHED TO JOIST WEB WITH(16)tOd NAILSL GIRDER maximum of 2-3/4 inches.Edges shall have a minimum HANDRAILS7' JOIST HANGERJOIST HANGER AND CLINCH radius of 0.01 inches. I'-4 cn H r� O 10d THREADED NAIL OR#10 WOOD SCREWS, BALUSTERS GREATER THAN 3" LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUALSTAGGERED TT GGER D IN 2 ROWSLONG, OPEN BALUSTER ATTACHED TO WALL HANDRAIL CONNECTION ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH w�A IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS 6 FT.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, BEAM ASSEMBLY DETAIL PROVIDE AN EQUIVALENT GRIPPING SURFACE 1 O NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN 4-1 1 1 DECK 1 1 STAIR TREAD JOIST 1 1 1 1 RIM BOARD THREADED ROD MAY BE STRINGER SLOPED UP TO 1:12 MINIMUM 1-1/2"THICK FLOOR JOISTS LAWAY FROM THE HOUSE BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) GIRDER FILL BAY AND FIT SNUGLY JOIST HANGER JOIST GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) SPLICED JOISTS OVER HEADER/GIRDER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS JOINT DESCRIPTION QTY. SPACING NOTES r@16'0C ER JOIST TO: PER TOE 4-8d COMMON MODERATE SLIGHT TO SILL,TOP PLATE OR GIRDER JOIST NAIL 20 PSF 130 B SEVERE 3 FT. 11 NONE - (2)THRU- TO HEAVY MODERATE BRIDGING EACH TOE BOLTS DRAWN BY: MH TO JOIST 2-8d COMMON END NAIL 1 BLOCKING 2-8d COMMONAN EACH TOE POST 4 I TO JOIST END NAIL WOOD JOIST ANCHOR "dia. D- o PIER 16"TREAD 5/30/2017 BLOCKING TO: EACH TOE o 1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT 3-16d COMMO e SILL OR TOP PLATE BLOCK NAIL 1 .4 LEDGER STRIP EACH FACE GIRDER/HEADER GRADE aCONC.SLAB WOOD JOIST '. ' 2). ALL FRAMING MATERIAL TO BE#1 ACQ PRESSURE TREATED LUMBER. To BEAM 3-16d COMMO JOIST NAIL '9' SCALE: SEE PLAN ' ',p v (AS REQ.) 4 4•• t (�. (j, �: JOIST ON LEDGER PER TOE 'a a 3). ALL FASTENERS, HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. TO BEAM 3-8d COMMON JOIST NAZI p°• 8 o ��? s "dia. � DECK PIER BAND JOIST PER END ° d CONC. v 4 PER PLAN 3-l6dCOMMO 3-0 PIER ° 40'0' 4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. To Jolsr Jotsr NAIL a� �'- FLUSH JOISTS WITH HEADER/GIRDER SHEET N O BAND JOIST TO: 2-16d COMMO PER TOE NAIL °aa �4°aa' 1 tr+ r' lu ■ 5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. sal OR TOP PLATE FOOT ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH THE PROPER STEEL CONNECTOR. c a ° ," ' cf� 6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN. 10" FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE. ,r WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 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. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION Q-nr SPACING NOTES 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) TOP PLATE 10'WALL: 4-8d COMMO RAFTER TOE-NAIL 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 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 PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT 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 shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P • CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE 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: DECKS 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 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 - 8d COMMON EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD 2 - 16d COMMON EACH END (LIVE LOADS PSF) ROOMS (OTHER THAN SLEEPING) 40 (DO NOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 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 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 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 NOTES GAURDRAILS ANY DIRECTION 200 QTY. SPACING (DESIGNED FOR CAT.C) precautions and programs in connection with the work.There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY 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, TOP PLATE E 2 - 16d COMMONPER FACE NAIL 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 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE 1 EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - ]6d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE P PP STUD O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at anel HEADER TO 16" O.C. FACE CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. 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 VIM)) gyp p HEADER 16d COMMON ALONG EDGES NAIL SMOKE & CO2 DETECTORS in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMONI FOOT FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors In table 3.16. END JOIST OR BLOCKING OOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER ICESHIELD .••�•e 0 determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD 7). INTERIORSHEARWALLCONNECTIONS: FLOOR FRAMING. 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 DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. QTY. SPACING MODERATE SLIGHT TO - 20 PSF 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE 130 B SEVERE 3 FT. TO HEAVY MODERATE 11 NONE SILL, TOP PLATE OR GIRDER concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 2 - 8d COMMON 4). Any new concrete walls being attached to existing concrete structure shallUJ 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 2 - 8d COMMON AT PANEL EDGES SUPPORTS IN THE PANEL FIELD O 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 9 CATHEDRAL CEILING ASSEMBLY: A poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs )• BLOCKING TO: EACH TOE „ SEE NOTES: 1 ( BOTH FIELDS) � W to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMONINTERIOR ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. NOTE: 2 FOR PANEL FIELD 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 BLOCK NAIL < g:) 0A 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.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 l3 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 8x16 cast iron foundation vent for every 150 sq. ft. of area. JOIST ON LEDGER DECK AND COVERED PORCH NOTES: 3 - Sd COMMON PER TOE NOTES En ® � � .. 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1:4 W A 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 All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMONO 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, 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 COMMO PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. O Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. 2 . Tabulated 12 inch o.c. nails spacing assumes sheathing attached to rafter/truss framing members with G>0.49. V-4 FRAMING NOTES " g R F EA G• ) p g g g ~ For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. r � 0 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL V 3). Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. JOINT DESCRIPTION TY SPACING CAI Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Q 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For n below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Z F�1 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: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES 0 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts JOINT DESCRIPTION QTY SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) 4 EDGE ZONE 8d COMMON @ 6 O.C. 8d COMMON @ 12 O.C. 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. where needed. GYPSUM 5d COOLERS 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all6). Concrete piers shall be a minimum 6" above grad WALLBOARD 10" O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. SEE NOTE: 3 e. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: 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 NAIL NAIL NOTES openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. and blocking where applicable. QTY. SPACING C1 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER.TABLE 3.9 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 galvanized hangers and PANELS WFCM- SBC PLUMBING NOTES used. anchors where applicable to all connecting joists. 7/16" OSB 3"O.C.CACEDGE 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6"CD.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS WALLBOARD 107 Q.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c.D.C. IELD" on plans. 3 . For exterior panel siding, alvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams (height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g• g FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Vera with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p P Verify QTY. SPACING state code and manufacture's recommendation for maximum hole size and spacing permitted. 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 6"O..C. EDGE 3).INSTALL I-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS 8d COMMO 12"O.C. FIELD NOTES• 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 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 fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 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 . Nailing re feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1 requirements are based on wall sheathing CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. ) " q g 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 SOIL BY: MH Contractor and owner for final review and approval. is nailed 3" on-center at the panel 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. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 5/30/2017 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 imoisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and duds at ceiling and floor level,to resist the free passage of SCALE: SEE PLAN ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts 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 of nails shall bye 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. 3). All electrical work to comply with 2014 NEC. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. oF 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or SHEET NO: 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 `' approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM g P i�4- ,' g- ','r nc,� and R315 of IRC. tort own type materia over. - I 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. roc`° I