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HomeMy WebLinkAbout39867-Z ��o�gUfrF6Lj( G Town of Southold 8/23/2016 P.O.Box 1179 0 y 53095 Main Rd ptiSouthold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38442 Date: 8/11/2016 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1775 Little Neck Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.-5-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/3/2015 , pursuant to which Building Permit No. 39867 dated 6/11/2015 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ONE FAMILY DWELLING, INCLUDING FRONT AND SIDE COVERED PORCHES, SECOND STORY DECKS, ATTACHED THREE-CAR GARAGE AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to Zachariadis,Anthony,Maria&Zacharias of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-15-0031 07-06-2016 ELECTRICAL CERTIFICATE NO. 39867 05-03-2016 PLUMBERS CERTIFICATION DATED 07-22-2016 , George Ahnyroudi Auto ed Signatu e �S�FFnl,r�oTOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39867 Date: 6/11/2015 Permission is hereby granted to: Zachariadis, Anthony &Zachariadis, Maria 346 E 59th St Ste 1 New York, NY 10022 To: Demolition of an existing dwelling and construction of a new single family dwelling as applied for per SCHD approval. At premises located at: 1775 Little Neck Rd SCTM # 473889 Sec/Block/Lot# 103.-5-1 Pursuant to application dated 6/3/2015 and approved by the Building Inspector. To expire on 12/10/2016. Fees: DEMOLITION $424.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,244.80 CO -NE LING $50.00 al: $3,718.80 Buildin Insp 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy- $.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. 7,100-116 New Construction: Old or Pre-existing Building: (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: �S/� -. 11h (-I C11-C�A S Suffolk County Tax Map No 1000, Section 103 Block Lot Subdivision �'- Filed Map. - Lot: Permit No. Date of Permit. l /�SApplicant: /4-Avv_Q ��S✓�/z-c �z v✓� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applica i ®��OE SO!/j�®� � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179G Q Southold,NY 11971-0959 •® • yo roger.riche rtltown.southold.ny.us ��cOUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Zachariadis Address: 1775 Little Neck Road City: Cutchogue St: New York Zip: 11935 Budding Permit#: 39867 Section. 103 Block- 5 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Double Pole Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 78 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt Wall Fixtures Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 39 CO Detectors Sub Panel 1-100 A/C Blower 2 Range Recpt 40A Fluorescent Fixture 3 Pumps Transformer Appliances Dryer Recpt2-30 Emergency Fixtures Time Clocks Disconnect 200A Switches 78 Twist Lock Exit Fixtures TVSS 11 Other Equipment: 77- Lighting Fixtures, 2- Florescent Closet Lights, 12 LED Dimmers, 7- Exhaust Fan 7-Paddle Fans,2-20A Washing Machine Circuits,3-Combination Smoke/CO Detectors, 18 ARC Fault Circuit Breakers, Notes: 2- GFCI Circuit Breakers. Inspector Signature: ,� Date: May 3, 2016 Electrical 81 Compliance Form.xls SON' Town Hall Annex Telephone(631)765-1802 54375 Main Road cry Fax(631)765-9502 P.U.Box 1179 , Southold,NY 11971-0959 Q I'll JillBUILDINTO DEPARTMENT DD TOWN OF SOUTHOLD JUL 2 2 2016 BUMDING DEM TOWN OF SOUTHOILD 9ER-lIF-ICATj0N Date. Building Permit No.,- ? 26 Owner:__K S (Please print) Plumber: . GE,CQ�-c-V (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this_ day of :W1 j 20 (� YqU S.OING Nota Public,„ Notary Public,State of New York ry County" No.010E6267779 Qualified in Suffolk Countv %;=mlaaion Expires 081200016 a _ ��OF SOUI'yo o�yCOU ,N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 NSPECTION' [ FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: r �l �� DATE INSPECTOR TOWN OF,SOUTHOLD BUILDING 'DEPT. 765-1802 NSPECTION , I ZIFOI'�NDATION 4ST ] ROUGH PLUMBING j FOUNDATION 2ND INSULATION FRAMING / STRAPPING FINAL FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROU6H) ELECTRICAL (FINAL) CODE VIOLATION ],GAUPKING REM A R K S: ,41 DATE -AQ INSPECTOR A i V � ��OF SOUTyO 31 cou�m,N�' TOWN _OF. SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION= [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] F NDATI [ ] INSULATION [ FRAMIN /STRAPPIN [ ] FINAL [ ] FIREPLACE HIMNEY [ ] FIRE SAFETY IN [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR- Of SOUIyo TOWN OF "SOUTHOLD BUILDING DEPT.' 765-1802 INSPECT N' '' [ ] FO DATION-1 ST [ ' ROUGH PLUMBING [ ] UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING ' REMARKS: �1 DATE INSPECTOR oF so�Tyo`o TOWN-OF SO.UTHOLD BUILDING DEPT, 765-1802 1-NSPECTION' [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: 0 DATE �O — INSPECTOR - �, ho��Of SOUjyolo , c0UM'I,Nc� TOWN -OF-SOUTHOLD BUILDING-DEPT. 765-1802 INSPEC O [ ] FOUNDATION IST _ [ ROUGH PLUMBING [ ] FOUNDATION 2ND [� ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [. ] FIREPLACES A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE REST ENETRATION [ ] ELECTRICAL (ROUGH) [ ] EL RICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: _ DATE . ` INSPECTOR - �' Of SOpl�,olo - cOUNiV, TOWN,OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST" [ ] ROUGH PLUMBING ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] CAULKING REMARKS: 1 DATE �' ,� INSPECTOR OF SOUryolo _ TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 JNSPECTION ' , [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] IN ULATION ---------[----] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 0���04, op OF e a DATE D� Z/ INSPECTOR ` - - i OF SOCA couUlyol • yo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ,[ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INNSUL7;! [ ] FRAMING / STRAPPING [ �i] INAL � [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: JIF ?Ao DATE ®� � INSPECTOR OE SOUTyo! cOUM'r,N TOWN OF SOUTHOLD BUILDING DEPT:, 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] 1 LA ION [ ] FRAMING / STRAPPING [ FINAL(4) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE d� �' / INSPECTOR SO(/lyo cou N TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ljolFi'INAL(,01—) [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: 6�k dn7 DATE �G INSPECTOR D [EC[EO'V[E DD Robert I JUN 2 U 2016 Higgins BURDINGDom, Architect TOWN OF SOUTSOLD 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com June 28, 2016 Town of Southold Building Department PO Box 1179 Southold NY, 11971 RE; 1775 Little Neck Road, Cutchogue,NY Attention Building Inspector: I hereby approve the installation of the following: 1. The thru wall vents for the water heater and boiler(exterior exhaust)are installed in accordance with the manufacturers recommendations and specifications and the New York State Code. 2. The "hot Dog" garage heater exhaust has been corrected by raising the outlet 12 inches minimum above the window. This installation is now in accordance with the manufacturers recommendations and specifications and the New York State Code .0 C)A pc o ;z... ns c, chitect f') n Robert J. D Higgins JUL 12 2018 Architect BUII.DINGDEPT. 50 Hidden Acres Path TOWN OF SOUTHOLD Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com July 11, 2016 Town of Southold Building Department PO Box 1179 Southold NY, 11971 RE; 1775 Little Neck Road, Cutchogue,NY Attention Building Inspector: I hereby approve the installation of the following: 1. The garage as been changed to a heated space and conforms to the NYS energy conservation construction code. Insulation values in the exterior walls: R-21,; Garage Ceiling is R-38 2. The heating unit exhaust pipe clearance to the fire rated sheet rock complies with the NYS Code and manufacturer's specifications. �Y, AR o ertIg s i MCA*t Q � " • 1 I: r OR DRQ I IMUL.ATION PEA Y. STATE ENERGY • r odi do �PrNO ma w. NMI Mk"4% iaimI FLUMOOMMIN"MR r lit i TAP ` d is Jill t BUILDING]DEPARTMENT Do you have or need the followin�fore applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans ! TEL:`631)`715-1802 Planning Board approval FAX: (631) 765-9502 �6 . Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees D (r� ''� -1 C.O.Application Flood Permit Examined 20 "� i I Single&Separate I JUN +3 2015 Storm-Water Assessment Form r / Contact: Approved1 20 / E I G\j EPT iN�'D Mail to: . ?U Disapproved a/c Z,6 3 Phone: X31 6 l Expiration 20_LZ _ Bu' g spect ;.� APPLICATION FOR BUILDING PERMIT Date 611 hS' 20 J �SZZ' 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,an to admit authorized inspectors on premises and in building for necessary inspections. (Signature o ant or orporation) (Mailing address of plicant) -I2 State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a co ation, signatur of duly auth razed officer (Name and title of corporate officer) Builders License No. �-I S 17'1 —q Plumbers License No. '-f-(Pt —1-1 Electricians License No. Other Trade's License No. 1. Location L� land on which proposed work will done: / 4 jai-s' 1'�P Akctc 2 House Number Street Hamlet Cnunty Tax Man Nn_ 1000 Section t®3 Rlock T,nt r1, 2. State existing use and occupancy of premises and i nded use and occupancy of proposed construction: a. Ekisting use and occupancy b. Intended use and occupancy N' 0 1, <<e�-,-, �c �cJ ��J �r r9� 4��.,�,� /�c 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost L' ozo 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 3 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 � `'I- Depth Height I Number of Stories I / Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front � ) Rear 1 Depth r Height -'� Z Number of Stories 2 9. Size of lot: Front 2Cp • Rear 1 -2i-?-- l 2 Depth f S� 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-4& 13. Will lot be re-graded?YES-AL NO Will excess fill be removed from premises?YES NO�1 14.Names of Owner of remisesI" Z4,44Z4,44r-i A,6( Address lh i e N i Phone No. ��� �!� -9031, Name of Architect Addressor Phone NC63 h -3 s—1 Name of Contractor Aw" �. ,,. Address6 2'r-( r� Phone No -(-3- - ��'� 1 -, Z 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO� * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO ")C * IF YES,PROVIDE A COPY. STATE OF NEW YORK) COUNTYOF 6 / J11-is : being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of �J� 20 l i JOHN A.MAKI NOTARY PUBLIC,STATE OF NEW YORK] D-1-1: egistration No-.01 MA6164838 --1 A.... . .+ Qualified in Suffolk County Commission Expires April 30,2019 Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert@town,southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: NOVEMBER 24, 2015 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913=ME ADDRESS P.O. BOX I30 NESCONSET NY 11767 PHONE # 361-6440 CELL # 672-0241 FAX # 361-6442 E-MAIL: dblepole@aol.com ,OBSITE INFORMATION, NAME: - ZACHARI IS RESIDENCE ADDRESS: 1775 LITTLE NECK ROAD CROSS STREET: CUTCHOGUE MY 11935 PHONE NUMBER: PERMIT NUMBER: 39667 TAX MAP # District: Section. Block: Lot: BRIEF DESCRIPTION OF WORK: NEW CONSTRUCTION Is job ready for inspection: YES Do you need a Temp Certificate: YES TEMP INFORMATION (if needed) Service Size 20 AMP v UNDERGROUND . New`Service YES Additional Information C J�T Scott A. Mussell ,��°5� �� 5TO>][.MWA\TIE1K SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 �' Z 53095 Main Road-SOUTHOLD,NEW YORK 11971 ° Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JUN 0 3 2015 ( TO BE COMPLETED BY THE APPLICANT ) DOLES THIS PROJECT INVOLVE ANY OF 'g'HIE FOLLOWING: Yes No (CHECK ALL THAT APPLY) ❑[ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[� D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑0 E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. El 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: 11 Dut� ( / NAME- l\ C/3 t/© (Wmt) 00p, - Section Block Lot 1\ ��f -?,-g� 3 l FOR BUILDING DEPARTMENT USE ONLY mlD * " Contact Inforation \(D ' ' (1'ekphone Number) Reviewed By: Property Address/Location of Construction Work: Date: (D-3-2015- 1l / � � �� / J ❑ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. \E1 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 I APPLICANT: #. S.C.T.M. 1000 236 (Property owner,Design Professional,Agen,Contractor, they) C&) TERStormwater Management Control Plan CHECK LIST Section Stock LotSMCP -Plan Requirements: Provide ONE copy of the Building Permit Application. _ Date: �k The applicant must provide a Complete Explanation and/or Reason for not providing t 7i li ) (p /� all Information that has been Required by the following Checklists ure Teiephow Number 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries 0� b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. i of the Site Boundary as required by§236-17(C)(2) 0 PECTiONS ARE REQUIRED d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. / 00contact TOS Fnigineering at 765-1560 before e. Limits of Clearing & Area of Proposed Land Disturbance. C)ptprovion f. Existing& Proposed Contours of the Site (Minimum 2'tnteivals) ��� ° g. Location of all existing& proposed structures, roads, that the drainage has been Installed to code, driveways, sidewalks, drainage improvements&utilities. h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. pa'-, j. Location of proposed Soil Stockpile Area(s). 00 k. Location of proposed Construction Entrance/Staging Area(s). 0� 1. Location of proposed concrete washout area(s). 00 M. Location of all proposed erosion&sediment control measures. 0� R nited W: 2. Stormwater Management Control Plan must include Calculations showing Shall include U n `Q'�'r�r that the stormwater improvements are sized to capture,store,and infiltrate A Well,malnt 11 a construction on-site the run-off from all impervious surfaces generated by a two(21 inch I 1 J)FL:L wjee-wack. edj It Feneing,s a 1 2 rainfall/stoim event. Seeding f'10 osed and or inactive soils. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. / 0� b. Construction Entrance&Site Access. �0I � �• UIJ - c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 0� I�J 'J, J� -- d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING EPART NT USE ONLY** Additional Information is Required. Reviewed & ! Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — ! M Stormwater Management Control Plan is Complete. Date: �lY 5 SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 Town Hall Annex G Telephone(631-1802 54375 Main Roado Fax(631)734-9502 P.O. Box 1179 Southold, NY 11971-0959 .s- O� BUILDING DEPARTMENT, NOTICE OF UTILIZATION.ORTRUSS TYPE CONSTRUCTION, PRE-ENGINEERED- WOOD'CONSTRUCTION ANDIOR TIMBER CONSTRUCTION, Date: Owner: b✓l /tit 6-0, /lC 1x5 Location of Proper`Ly:- -17 7 S Z;Hle .�� - - a ?S Please take notice that the (check appcabl�line): ,M1:fiPV =s i/ New residential structure� ' '�9� Addition to existing•residential structure Rehabilitation to an�e4sting residential structure to be constructed or performed at the'subject'pro'Oerty.ireference above will utilize (check applicable line): _:- Truss type construction(IT,) Pre-engineered wood,,ponstrtkgVo,n (1?1N);1 s Timber construction (TC) in the follow' locations) (check applicable line): Floor framing, including igirders.,and beams (F). Roof framing (R) Floor and roof framing (FR) Signature: ; (pQ e n � i g File ): t, Name -rso,. s.,bc:�.ttir: t.:.,form /V1 Capacity (check applicable line): caner Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER R.EF-L;F-,FRED }, , r 5 ROMAN ALPHANUMERIC . - '•PANTONE = _ - DESIGNATION 6F-COf4STRUCTION (PMS)# :87 r _g r '. 4" TYPE BEISEElgON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIS. - REFLECTIVE WHITE . .elm •1+[e: _ 4 1/2" STROKE __ _•. _���� .._ _ '-DES1G�N-JM-6l}-Fdk'S'i`FtUCi�tR'AL� _._ _.__..----•- ---_ ------ --- t -r *64tOT-S;�T' AT-AqE OF _ ! '1+RUSCONSTRUCTION -- "F" FLOOR FRAMING,,INCLUDING - - GIRDERS AND B,EAM0, -. "R" RQUF•FRAMING "F " FJ.QOR AIQ ROOF FRA91AliV`G I R11�7S"IRXI N:SIGN ANCE WTH 191 ccp,R PA f:12�5 . CODES D{VI51QN C/V-UVI[--E !RLL'37 I DENfl RC 11 Ill!V SIGN DATE C.tlJ 08131 "'•► t. NEW YORK STATE DEPARTMENT OF STATE DIVISION OF CODE ENFORICEMENT AND ADMINISTRATION ZDEAkRTltENTO-F,%S,Tt�: , J TOWN OF SOUTHOLD PROPERTY ,AEXPRD CARD OWNER STREET -7 -7,5 •VILLAGE DIST. SUB. LOT FORMER OWNER N E ACR S W TYPE OF BUILDING RES. COMM. C.R. Mkt. Value SEAS. VL. FARM c MICS. LAND IMP. TOTAL DATE REMARKS o 766 Lo 41494—L 4AN' 161;:5 4-0 r, Ap.deksk,' 1'os L�re- uge, 0- IL E,—Iae.s ki 4p /27j L 17-491 1p 9 N L Tillable FRONTAGE ON WATER 'y Woodland FRONTAGE ON ROAD -- Meadowland DEPTH House Plot BULKHEAD Total COLOR TRIM I I M. Bldg. .2 - o S o Extension Extension Extension Foundation Bath Dinette Porch Basement 7-, Floors .50 13 K. Porch Ext. Walls V1 A/ VL S fD ,n�terior Finish PA,Vt= C._. LR. Breezeway Fire Place f� Heat S DR. Garage Type Roof Rooms 1st Floor BR. Patio Recreation Room Rooms 2nd Floor FIN. B 0. B. Dormer Driveway Total a 7 D D LOT AREA = 19,057 SQ. FT. PROPOSED DWELL = 4,065 SQ. FT WITH 5 BEDROOM W� SANITARY SYSTEM = 1508 GAL SEPTIC TANK V� GAR. ELEV. 22.0 2 LEACHING POOL 8' DIA. x 8' DEEP FFL ELEV = 24.0 `~ y ( ) = tz Its ELEVATI O AjtFOLK COUIVY DEPARTMENT OF HEALTH SERVICES � � W.- NOTE DATUM N.A.V ! �� PERMIT FOR APPROVAL®F CpN57RtICTtOM FORA v, t~ EXCAVATmI�I INSPECTION REQUIRE® SINGLE FAMILY RESIDENCE ONLY � � 94C FOR SANITARY SYSTEM � d BY HEALTH DEPARTMENT 201 AX 2 8 DAT��^H.S.REF.{rlO. 7 coo APPROVED FOR t M'Olr BE1�9R EU G EN REE YEARS FROM DATE0 rPPROVALI DWELLING / WELL / NOW OR FORMERLY JOHN CIURCINA & PATRICEA ROMANO QD NOW OR FORMERLY DUNHUBER / VACANT (50' RIGHT OF WAY) w 9°54'10"E 150.00' Lu x x x 3 I 1 1.4'N split rail fence x x x fence U 1.7'W (21 1) 7.3'N m (217) x FD °�,' 1.6'S (20.6) FD � I I PIP MON SEE U metal shed \ I I NOTE EXISTING o rn 0 10' 7-5' cV N FFL ELEV= n CL `� CN a z Q x (23.1) o I N Y L (22 0) 51'0' c ver d porch PROPO D 2 STY w 4 7' 37 FRAME DWELLING W J 00 � x 3 ' (22 0) N W r-I prop water service Ce 9.0' 7.0 LL_ a rox. location \ w of cesspool w Y to be abandoned O > O� N �' O J rI11 C [ .- � N 7D t\ w approx. wo lof awell ® to prop house O C) 1-4 �= a to be CD W m l abandoned (6 O O O Z w H GAR a� ST O LP a\ Ln to prop house N / ") O 150' — 24 0' (22 0) O CD well O (22.0) o Cf) m TEST HOLE LP z a;a o ♦ (20 9) EXP 0 3CS w FD o p I (21 2) PIPE 5' minFD FC (20-8) split rail fence MON 0.0'S1 FC 0 O'S (20 9) 1 0 W N 89°50'50"W 150.00' 33' NOW OR FORMERLY DUNHU ER o 1sp, VACANT IE Q) \ 13 Abando>tam t of existing sanitary system must be QD co>rnform cc with department requirement Submit m I comps form�6t1�M-cel as prof. L'j Cl- I �, o DRIVEWAY NOTE LOCATION OF PROPOSE DRIVEWAY SUBJECT 7 TO OBTAINING EASEMENT OVER 50' RIGHT OF WAY 12-18" SNOW & ICE ON GROUND NOTE: THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 15-25 FILE No 963 F Location of water mains INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS. PATIOS, & adjoiners water supply PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. by others and are not SURVEYED FOR guaranteed. UNAUTHORIZED ALTERATION DR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 9 7209 OF THE NEW YORK STATE EDUCATION LAW. TEST HOLE BY McDONALD GEOSCIENCE GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 3-19-2015 SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TIRE COMPANY, GOVERNMENTAL SITUATED AT CUTCHOGUE AGENCY AND LENDING INSTITUTION USTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTfMION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF •SOUTHOLD, SUFFOLK COUNTY, NY. OR SUBSEQUENT OWNERS. 0' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR SCALE 1' = 30' DATE 2-25-2015 1, DARK BROWN LOAM OL EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. FILED MAP No. DATE BROWN SILT ML CERTIFIED ONLY T0: TAX MAP No. (REF ONLY) 1000-103-5-1 DISK'',201,5 4' PALE BROWN FINE SAND HAROLD F. TRANCHON JR P.C. SP LAND SURVEYOR P.O. BOX 616 17 0 1866 WADING RIVER-MANOR RD. WADING RIVER, NO WATER ENCOUNTETRED ,� r NEW YORK, 11792 N. LIC No 048992 631-929-4695 HA OLD F. TRANCHON JR. PENN. LIC. No. 2115-E PROPOSED DWELL = 4 �Q. F.T. WITH 5 BEDROOM LOT Ak,_-2 19,057 SQ. FT. SANITARY SYSTEM = 1500, SEPTIC, TANK, ,GAR. ELEV. 22.0 2 LEACHING POOL 8' DIA. x 8' DEEP FIL ELEV = 24.0 ELEVATIONS SPECTIONS AREfiEQUDNOTE- DATUM N.A.V'D. 1988 DRAINAGE INeringa -1560 Wore Contact TOS Engine Engineer's Certification EROSION&SEDIMENT!,CONTROLS Backfill,OR Provide Engine stalled W C90q: Shall include but not be limited to: that the drainage has been in A well maintained Construction Entrance, Wire Backed-Silt Fervci g,stabilization & Seeding of exposed and/or inactive soils. APPROVAL OF STORMWATER MANAGEMENT CONTROL PLAN T n Cod 236 EUGENE'S! ROAD ®ate' Apptov by: DWELLING WELL NOW OR FORMERLY JOHN 'CIURCINA & PATRICEA ROMANO A Ce-65 -rO K%Sir I N ZNOW. OR FORMERLY DUNHUBER W)661- "161}0M VACANT (50' RIGHT OF WAY) S 89`54'10"E 150.00' strie. SLeruo X X X _ X _ X - X _ X FC' split rail fence fence 11 4N 7.3' IF 0 �2' 6) FD _j (21.7) P MON 0 -7 wc 0- -00 L P ?- U tal shed CF) '6 Q. L_ I 60 0; 0 71Ox 7.5' CN I.. CL �6 04 (D (N X L 1 0 1 0 il' cc—ered 51-0'-� porch L P3 Cf) Uj (22.0), Uj 0 37.0' Uj _j _j .(22.0) N X prop orate service 1 9.0' U) 11, V) 7.0' PROPOSED 2 STY Uj :2E U cr_ FRAME DWELLING 0) Q _j CDIiaT WTRf1111ACL= ZD)(45 36.6' kA- Uj F) 23 to prop house RCkZ\ ,FiLL 70 Vb 0 Lj 0 c) EKI.$7rl tj -f;R!DC . 6 C E" QD GAR an ST 0 LP 0 f t:) prop house CD _j b ::E450 24.0' (22.0) LP V) N 1.6 515-E 5H Ex- ,r_s W10) TEST HOLE FQ 3 FOR, of o o (20.9) EXP 0 F1-3s i 0 5—min P1 FD J (211.2) A ON FC split rail fence X FC 0.0'S x (209) Uj 0.01 N 89*50'50"W 150-00 0,X-,- rT C, 17 40 f CU 17 33' 4 'P I IDR IV C-WAY q a "10 ()e ZZ C(; F- E 2, olfk F> ZZ 0 F nor CU r-r 1;L -0 r-- Rl 0 Ul CL 0 DRIVEWAY NOTE LOCATION OF PROPOSE DRIVEWAY SUBJECT TO OBTAINING EASEMENT OVER 50' RIGHT OF WAY AVI)ED CONST s),Cr F&4C(Z A,M�Wr_TaE THE OFMfs(OR DIMENSIONS),SHOWN HEREON FRO�THE in�JCTURFS TO THE NOTE. PROPEIM UNES ARE FOR A SFEWOPURPdSS,AND USE At,**40;EFORE ARE NOT Location of water mains We='-M I GUIDE THE MOTION OF FMCM,RETAJ"D1,WA1_I kS,'PWM PATIOS, JOB No. 15-25- FILE No. 963 F & o4j,oiners water supply PIqMO-A!16a,ADDITION TO BUILDINGS,OR-ANY 07HM CONSTRUCTION. SURVEYED FOR by others and are not uwpnoRIzEb ALTEmb'N'Oft ADDITION TO THIS MRMI IS A VIOLATION OF SECTION guaranteed. '7209 OF THE NEW YORK,STATE EDUCATION'LAW. 1 TEST HOLE BY McDONALD GE0,SCIENCE wAPANTEEs'1NDICAM-'HE0IE0N SHAILRUN ONLY 10 THE rwu,,,- FOR 9M THE SU�'is,,PREPAR6,,ANO bwwsem%iF Tip wit c6mpAw.o SITUATED AT CUTCHOGUE OVEOWNTAL 3-19-2015 AGENOY#4O'LE!4Dh4G INSTITUTION USIED'"MtTHE ONI, ANq'Tq THE'ASSIGNEES OF THE, 'L=IWWSTrnMON. OUAkANItES ARE NOT'TRANSFERAME TO AbOITIONAL NSMVnOMS TOWN, OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS 1-0 COPIES OF,THISSURVEY UAP,NOT BEARING THE,LAND'I S—URVEYO(rS INM SEAL OR SCALE 1 30' DATE 2-25-2015 11 DARK BROWN LOAM OL EMBOSSED SEAL j StK.NOTYE CONSIDERED tOlE AVAUD,TRUE COPY., FILED MAP No. DATE BROWN SILT ML CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-103-5-1 DISK 2015 4' PALE BROWN FINE SAND HAROLD F.� TRANCHON JR. P.C. SP LAND SURVEYOR P.O. BOX 616 17' -MA N 186 WADING RIVER OR RD, WADING RIVER, NO WATER ENCOUNTETRED NEW YORK, ORK, 11792 LIC, No. 0x48992 631-929-4695 HAROLD F.-fRANCHON JR. No. 2115-E LOT AREA = 19,057 SQ. FT. 15-166 I EUGENE'S ROAD NOW OR FORMERLY DUNHUBER 50' RIGHT OF WAY S 89°54'10"E 150.00' x x X X FC split rail fence x x x enf ce— 11.4'N 7.3'N FD 1.7'W FD X PE MON 0.4'S 0.Vw 00 N r X Q N N Y W C M 37.0' in W x vi of N 8.9' } 1� 7.0, _1 Ifoundation N g w U N O 44.4' now Li- LtJ o 4.5 6.0' 11.9' 5.7'n O O CL O L0 (n (6 a, O O UO 45.0' �i M O 24.0' O z cf) FD FC PIPE 0.3'S 0.2'W split rail fence 0. CS� FD MON o.O.o'sN 89°50'50"W 150.00' x 1.o'w � NOW OR FORMERLY DUNHUBER 8-10-2015 LOCATED FOUNDATION THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 15-25 FILE No. 963 F INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION SURVEYED FOR UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT CUTCHOGUE AGENCY AND LENDING INSTITUTION LISTED HEREON. AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 2-25-2015 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. (REF ONLY) 1000-103-5-1 DISK 2015 HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR F P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. TRANCHON JR. PENN. LIC. INo. 2115—E li LOT AREA = 19,057 SQ. FT. 15-166 16-121 LP 1 - 8' DIA. X 10' DEEP LP 2 - 8' DIA. X 7' DEEP LP 3 - 8' DIA. X 7' DEEP EUGENE'S ROAD 'A S-311,'ME VvJJ 2016 *MR tZ,Lk_C)-15- LL NOW OR FORME R &tAkx, 50' RIGH OF WAY 89`54''10"E FD FD X PIPE c MON 0 LP 2 LID 1 00 3 0 0) --paver blk walk VV2 .2 04— 2nd s' C%4 deck abov, (N 2nd slyl I covered 51.5' porch O - -deck` above Lij (6 z 37.0' in 0 LLJ 0;- 7' LP 3 N x IN water 8.9, ce service -'7.0' _j cr STY covered5. 1.Cq 2 WELLFR 0 porch Ci DCq (DO X 4.4' 6.0' ui to f unddtion to yj 5.7' 2nd sty 1- deck above Z -5 F4 ]2nd sty deck 1 7.5 c) CL E �O C! X1 V 25' GAR 5 0 L0 :0 LP �0 Z' LP 35' 0 C) r CD29'__ 24.0' LP 412.5' FD FIC PIPE 0.3'S 0.3S FIC .0.2!W- split rail fence 0.0-S FD MON ED N- 8 *50'50"W 150.00' N-1 JW 1 3 D jum I ICES NOW OR FORMERLY DUNHU8ER �ERV iar '- C f J U L 22 2016 SUFF Co� ".1 VICES Fr )FF;RbE- OFIX" BLJILDING DEM NOTE: CESSPOOL, SEPTIC TANK & WATER 5,-19-2016 FINAL SURVEY TOWN OFSOUMCILD SERVICE LOCATIONS BY OTHERS. 8-10-2015 LOCATED FOUNDATION ;THE OFFSETS (OR-DIMENSIONS) SHOWN-HEREON FROM THE STRUCTURES TO THE -PROPERTY,UkP A�FOR A SPECIFIC PURPOSE ANO�UPE AND THEREFORE An NOT _'INTENIDED TO GUIDE`THE=ERECTIONOF_-FENCE§. RETAINING-WALLS. POOLS, PATIOS, JOB No. 15-25' FILE No. 963 F PLANTING kUD%S-,'ADDMON TO BUILDINGS'-OR ANY I OTHER I CONSTRUCTION. SURVEYED -FOR -UNAUTHORIZED ALTERATION OR AMITION-10 THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED:HEREON SHALL RUN ONLY,TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,,AND,ON•His BEHALF TOJHE TITLE COMPANY, GOVERNME14TAL I SITUATED_ AT CUtCHOGUE AGENCY AN N-AND:FD THE ASSIC4kn'OF THE LEND*f G IN=G NSTITUT!ON LISTEI) HEREO , GUARANTEES ARE NOT TRANSFERABLE To ADDITIONAL,INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBMOUENT OWNERS. COPIES OF,THIS<SIJRVEY MAP NOT BEARING THE LAND,SURVEYOR'S INKED SEAL JOR SCALE 1" = 30' DATE 2-25-2015 EMBOSSED SEAL SHALL NOT-BE CONSIDERED.TO BE A-VAIJD-,TRUF-,,COPY. -,FILED MAP No. DATE CERTIFIED ONLY -0- oF INE&V I YO TAX MAP'No. (REF ONLY) 1000-103-5-1 DISK 2015 I RA/V 0 HAROLD F. TRANCHON JR.' P.C. LAND -SURVEYOR P.0. BOX 616 1866 WADING RIVER-MANOR,R'b. WADING, RIVER, 0 04 NEW"Y,ORK, 11792 TRA LIC. No, 048992 '631-929-4695 NAROL'D F. N. LIC: No. 2115-E• REScheck Software Version 4.6.1 r Compliance Certificate Project zachariadis Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type- Single-family Project Type: New Construction Conditioned Floor Area: O ft2 Glazing Area 14% Climate Zone: 4 Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: little neck road Zachariadas Robert Higgins cutchogue, NY Robert Higgins Architect 50 Hidden Acres path Wading River, NY 11792 631-208-3351 rarchibob@aol.com - , Compliance: 20.6%Better Than Code Maximum UA- 756 Your UA- 600 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies 'Asslembfy or -'U:117actor UA Floor 1:All-Wood J oistfTruss:Over Unconditioned Space 2,793 38.0 0.0 0.026 73 Wall 1.Wood Frame, 16"o.c. 4,500 21.0 0.0 0.057 216 Window 1: Wood Frame:Double Pane with Low-E 625 0.320 200 R-5 STEEL: Solid 21 0.200 4 1-3/4" Wood Solid Core:Solid 40 0.400 16 French wood: Glass 21 0.320 7 Ceiling 1: Flat Ceiling or Scissor Truss 2,793 38 0 0.0 0.030 84 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calotdations submitted with the permit application.The proposed buildingAs been designed to meet the 2010 New York Energy Co s rvatio onstruction Code requirements in REScheck Version 4.6. a d comply with the mandatory require ents listed in t Sch Iflspection Checklist _ - 0 Name-Title Signature Date Project Title: zachariadis Report date: 06/02/15 Data filename: C:\Users\Admin\Documents\COPY D 1104\custom homes\zachariadis Pagel of 1 Cutchogue\en ergy.rck GENE RAL NOTESTRUSS PLACARDING REQUIRED GENERAL FLASHING AND CAULKING NOTES: ALL CONSTRUCTION SHALL CONFORM TO THE 2010 NEW YORK STATE FIRE PREVENTION AND BUILDING CODE EFFECTIVE DECEMBER 28,2010;WITH INCLUDES BUT NOT LIMITED PROVIDE METAL FLASHING WHERE FRAMING LUMBER IS IN CONTACT WITH SOIL OR CONCRETE,PROVIDE HIDDEN LEAD COATED COPPER FLASHING WHERE TOPS -PLUMBING CODE,FIRE CODE,MECHANICAL CODE,BUILDING CODE OF NYS,2014 FUEL GAS CODE, OF ROOFS MEET VERTICAL SURFACES.PROVIDE LEAD COATED COPPER STEP FLASHING AROUND ALL CHIMNEY'S,SKYLIGHTS AND WHERE SIDES OF ROOF MEET Nailing Schedule for Lateral and Shear EXISTING FOLLOWING:G CODE AND PROPERTY MAINTAINED CODE RESIDENTIAL CODE OF NYS, 2010 BUIUI NEW YORK STATE. ALL CODES SHALL SUPERCEDE TH DRAWINGS AND SHALL BE INCORPORATED INTO THE VERTICAL SURFACES.ALL METAL FLASHING SHALL EXTEND UP VERTICALLY A MINIMUM OF 4"FROM THE ROOF UNLESS NOTED OTHERWISE,FLASH ALL ROOFS - PLANS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. AS PER MANUFACTURERS SPECIFICATIONS.PROVIDE LEAD COATED COPPER DRIP EDGES AT ALL EXPOSED ROOF EDGES OVER FASCIAIRAKE BOARDS AND OVER ALL WINDOWS,DOORS AND OPENING OR THEIR TRIMS.PROVIDE SOLDERED METAL PANS UNDER ALL EXTERIOR DOQI $rALLfLASHtNa,!5�FA1)'C�PAIPV PPER. DATE: E� �- �� � Connection requirements r.... . r._.. . ___ THE REFERENCE STANDARD UTILIZED:AMERICAN FOREST&PAPER ASSOCIATION WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS 2001 EDITION PRESCRIPTIVE AND ENGINEERED METHODS. THE SPECIFICATIONS,TABLES AND DETAILS SHALL BE PART OF THE DRAWINGS WHETHER THEY ARE INDICATED ON THE PLANS OR NOT. ""-' ti"�-1560 hnfore ' S 17( t t:,,: ,., FEE:�fI�`�> r^, —_-_._ GENERAL WALL BOARD NOTES gaClcfill t:, ;. ;'` End::ccr's Certification r, BASED ON TABLE 3.1 OF THE WFCM 2001 EDITION �' ACCEPTANCE AND/OR USE OF THESE DOCUMENTS BY THE OWNER IS ACKNOWLEDGEMENT BY THE OWNER THAT THE DOCUMENTS ARE BASIC IN NATURE,AND FIE OR HIS NOT(, 1 BlJ LC..j. _,q I AT CONTRACTORS HAVE THE EXPERTISE AND EXPERIENCE TO PREFORM ALL OF THE WORK AS INDICATED.THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM DESIGN PROVIDE 1/2"GYP.WALL BOARD TO ALL WALLS AND CEILING UNLESS NOTED OTHERWISE.PROVIDE 5/8"MOISTURE REStST9NT6V''YRSUM�IA�i BOARI�AYGACditA7ViR6DMS 765-1 o�J2 8 Art U %.'i 't ..;':=1 THE Z SERVICES FOR ANY MECHANICAL,ELECTRICAL,PLUMBING,AND SANITARY SYSTEMS. AND 5/8"CEMENT BOARD IN ALL WET AREAS. FOLLO:41INr IN PEr,r;'." ALL GYPSUM WALL BOARD SHALL RECEIVE ONE COAT OF TAPE AND THREE COATS OF SPACKLE MINIMUM.ALL WALLS,CEILINGS,DECKS,AND LEDGES TO1. FOUNDA T i^i� - T''''{Vl F' i t�1!'I D NUMBER OF NAIL SPACING .. IT IS THE SOLE RESPONSIBILITY OF THE USER OF THESE DOCUMENTS TO OBTAIN ALL THE VALID PERMITS FROM ALL AGENCIES HAVING JURISDICTION,PRIOR RECEIVE TILE OR STONE SHALL BE SET ON 5/8"CEMENT BOARD. DESCRIPTION COMMON NAILS TO STARTING ANY WORK. FOR P0..1,:F[i C ..VGF:='i W PROVIDE ONE LAYER OF APPROVED 518"FIRE RATED GYPSUM WALL BOARD AT ALL V�VALLS AND CEILINGS OF ALL GARAGES AND ROOMS ENCLOSING HEAT PRODUCING 2. RuI-Jrr H - FRA11,;111''C, i THE ARCHITECT IS NOT RESPONSIBLE FOR WORK PERFORMED IN ASSOCIATION WITH THESE DOCUMENTS UNLESS THE OWNER HAS OBTAINED ALL PERMITS FROM ALL EQUIPMENT.PROVIDE ONE LAYER OF APPROVED 5/8"FIRE RATED GYPSUM WALL BOARD AT ALL INTERIOR HOUSE WALLS COMMON TO GARAGES.PROVIDE ONE LAYER OF 3. INSULAT;OI,1 ROOF FRAMING AUTHORITIES HAVING JURISDICTION INCLUDING TOWN,COUNTY,STATE,AND FEDERAL AUTHORITIES(INCLUDING,BUT NOT LIMITED TO,BUILDING PERMIT,HISTORIC DISTRICT 518 APPROVED FIRE RATED GYPSUM WALL BOARD OVER ALL HEAT PRODUCING EQUIPMENT AT ALL UNFINISHED AND OPEN BASEMENTS.TO EXTEND 36 INCHES PAST PERMIT,PERMIT,PLANING AND ZONING APPROVAL,TOWN AND STATE ENVIRONMENTAL APPROVALS,AND SUFFOLK COUNTY DEPARTMENT OF HEALTH SANITARY DISPOSAL ALL HEAT PRODUCING EQUIPMENT. 4. FINAL CC''`!rTRUCT!CN MUST BE CO'',1PLETE FOn C.U.BE TO TOP PLATE(TOE NAILED) 4-81) EACH RAFTER (D THE ARCHITECT HAS NOT BEEN RETAINED TO PERFORM SERVICES FOR THE CONSTRUCTION PHASE OF THIS PROJECT.THE ARCHITECT IS NOT RESPONSIBLE FOR ANY GENERAL STAIR NOTE ALL CONSTRUCTION S;?s;!(. N"EET THE CEILING JOISTS TO TOP PLATE(TOE NAILED) 4-8D EACH JOIST CHANGES IN THE WORK NOT IN CONFORMANCE WITH THE DOCUMENTS UNLESS DIRECTED BY THE ARCHITECT IN CERTIFIED WRITTEN AND/OR DRAWN FORM. �{ O PERMIT.) ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL STAIRS SHALL BE THE SOLE RESPONSIBILITY OF THE STAIR CONTRACTOR.ALL STAIRS SHALL BE IN ACCORDANCE REQUiREMEN T S OF T HE COCES OF NE�Vr WITH R.314 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.ALL RISERS ARE CLOSED UNLESS NOTED OTHERWISE.MINIMUM HEADROOM AT STAIRS IS V-8"AS PER YORK STATE. 140T RE-S,'ONS13LE FOR CEILING JOISTS TO PARALLEL RAFTERS(FACE NIALED) 5-161 EACH LAP W ALL PLUMBING,MECHANICAL AND FUEL GAS WORK SHALL CONFORM TO THE 2010 PLUMBING CODE,MECHANICAL CODE AND FUEL GAS CODE OF NEW YORK STATE AND ALL R311 OF THE RESIDENTIAL CODE OF NEW YORK STATE. DESIGN OR CONS(riUC i i Dl`d ERRORS.:GRS. CEILING JOISTS LAP OVER PARTITIONS(FACE NAILED) 5-161 EACH LAP LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING JURISDICTION.ALL PLUMBING WORK SHALL BE PERFORMED BY A LICENSED AND INSURED PLUMBING MAX.RISER-8" r 1 MIN. TREAD 9"-W/O NOSE) � � V CONTRACTOR. MIN. NOSE-3/4" PLUMBING COLLAR TIES TO EACH RAFTER(FACE NAILED) 4-81) EACH TIE (� ALL CONTRACTORS SHALL BE LICENSED AND INSURED AS REQUIRED BY LOCAL AND STATE GOVERNMENT. MAX.NOSE-11/4" ALL PLLJmSING WASTE �'�*° '' "� ° ' `4 BLOCKING TO RAFTER(TOE NAILED) 3-8D EACH END r MAX.NOSE RADIUS-9/16" : v 4;^ ,; y` - , ► (° ALL ELECTRICAL WORK SHALL CONFORM TO THE 2010 RESIDENTIAL CODE OF NEW YORK STATE AND ALL LOCAL AND FEDERAL CODES AND REQUIREMENTS HAVING & 1`r'ATER LINES NEED a - }" "t 173 p4 UPJ.i t I CODES OF TESTING BEFORE COVERING NEW YORK STA-1 E : W JURISDICTION.ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED AND INSURED ELECTRICIAN CONTRACTOR. GENERAL HANDRAIL AND GUARD NOTES TOWN CODES RIM BOARD TO RAFTER(END NAILED) 2-161 EACH END ALL CONSTRUCTION SHALL BE BASED ON THE DIMENSIONS AS INDICATED IN THE DRAWINGS,VERIFY ALL WORK NOT DIMENSIONED WITH THE ARCHITECT BEFORE THE START ALL DESIGN CONSTRUCTION AND INSTALLATION OF ALL HANDRAILS AND GUARDS SHALL BE THE SOLE RESPONSIBILITY OF THE RAIL CONTRACTOR.ALL HANDRAILS AND AS REQUIRED F>N ! (TIONS OF. U DIMENSIONS. GUARDS SHALL BE IN ACCORDANCE WITH R.311 AND R.312 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.MAX.4"CLEAR BETWEEN VERTICAL BALUSTRADE.TOP RAFTERS TO RIDGE,VALLEY OR HIP(TOE NAILED) 4-161 EACH RAFTER OF THE WORK,DO NOT SCALE THE DRAWINGS FOR DIM OF ALL RAILS 36"ABOVE ADJACENT FINISH FLOOR. '' 'A — RAFTERS TO RIDGE,VALLEY OR HIP(FACE NAILED) 3-16D EACH RAFTER �// .. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL CONDITIONS AND DIMENSIONS WITH THE ARCHITECT PRIOR TO THE START OF THE WORK. PROVIDE HANDRAILS ON OPEN SIDES OF ALL STAIRS AND STEPS HAVING TWO OR MORE RISERS.PROVIDE HANDRAILS AND GUARDS AT ALL OPEN AREAS 18"OR HIGHER �// Q ABOVE ADJACENT FLOORS OR EXTERIOR GRADE UNLESS NOTED OTHERWISE. --- _���PfATiMI WARD THE CONTRACTOR SHALL MATCH ALL EXISTING CONDITIONS AS THEY RELATE TO ALL MATERIALS,MECHANICAL,ELECTRICAL,PLUMBING,FINISHES,HEIGHTS,ALIGNMENT AND W DIMENSIONS UNLESS INDICATED OTHERWISE. GENERAL GLAZING NOTES =— S v�; IRUSTCPS WALL FRAMING �rY d i r, � �.,�,. O ALL MATERIALS AND PRODUCTS SHALL BE PROVIDED AS INDICATED IN THE DRAWINGS AND SPECIFICATIONS AND INSTALLED AS PER THE MANUFACTURERS SPECIFICATIONS ALL EXTERIOR GLAZED OPENINGS IN THE 110 MPH THREE SECOND GUST WIND REGION WITHIN ONE MILE OF TIDAL MEAN HIGH WATER LINES AND IN ALL AREAS OF THE 120—­­ AND 20---- -- . ._ , AND THE INDUSTRIES BEST PRACTICES,ALL MATERIAL AND PRODUCTS SHALL BE NEW AND FREE FROM DAMAGE. MPH THREE SECOND GUST WIND REGION SHALL MEET THE REQUIREMENTS OF THE LARGE MISSLE TEST OF ASTM E 1996 AND OF ASTM E 1886 AND R301 OF THE 2010 TOP PLATE TO TOP PLATE(FACE NAILED) 2-16D NOTE 1 PER FOOT RESIDENTIAL CODE OF NEW YORK STATE UNLESS NOTED OTHERWISE BY EXCEPTION TO 301.2.12. U) ry ALL CONSTRUCTION SHALL BE LEVEL,(PLUMB AND TRUE UNLESS INDICATED OTHERWISE.ALL CONSTRUCTION SHALL BE TO THE LINES AND DIMENSIONS SHOWN UNLESS ALL GLAZING SHALL MEET THE REQUIREMENTS OF R308 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. TOP PLATE AT INTERSECTIONS(FACE NAILED) 4-16D JOIST-EACH SIDE OCCUPANCY OR INDICATED OTHERWISE. GENERAL EMERGENCY ESCAPE AND RESCUE NOTE STUD TO STUD(FACE NAILED) 2-161 24"ON CENTER 0 THE ARCHITECT IS NOT RESPONSIBLE FOR CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES,PROCEDURES,SHORING,BRACING,PROTECTION,OF LIFE ANDHEADER TO HEADER(FACE NAILED) 16D 16"O.C. ALONG EDGES PROPERTY OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK AND HE IS NOT RESPONSIBLE FOR THE CONTRACTORS FAILURE TO PERFORM BASEMENTS WITH HABITABLE SPACE AND EVERY SLEEPING ROOM TO BE PROVIDED WITH AT LEAST ONE EMERGENCY AND RESCUE OPENING AS PER THE REQUIREMENTS USE IS UNLAWFUL THE WORK IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATION.THE ARCHITECT IS NOT RESPONSIBLE FOR ACTS OF ERROR OR OMISSION BY THE CONTRACTOR OR OF R310 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE,CLEAR OPENING SHALL BE NO MORE THAN 44"ABOVE FINISHED FLOOR,5.7 SQ.FT. MIN.CLEAR OPENING,24" U ANY OH HIS SUBCONTRACTORS OR ANY PERSONS PERFORMING THE WORK, MIN.CLEAR OPENING HEIGHT AND 20"MIN,CLEAR OPENING WIDTH.GRADE FLOOR OPENINGS SHALL HAVE A MIN.CLEAR OPENING OF 5.0 SQ.FT. WITHOUT ITHO UT CERTIFICATE TOP AND BOTTOM PLATE TO STUD 2-16D(max.wall ht; 10') EACH STUD W THE ARCHITECT HAS NOT BEEN RETAINED AND IS NOT RESPONSIBLE FOR THE OBSERVATION OF THE WORK UNLESS SPECIFICALLY AGREED TO IN WRITING BY THE GENERAL SWIMMING POOL,HOT TUB AND SPA BARRIER NOTES OF OCCUPANCY TOP AND BOTTOM PLATE TO STUD 3-16D(wall ht;10'to 20') EACH STUD ARCHITECT AND USER OF THESE DOCUMENTS. ALL SWIMMING POOLS,HOT TUBS AND SPAS SHALL BE PROVIDED WITH BARRIERS AS PER APPENDIX G OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.PROVIDE Z ALL CONSTRUCTION INCLUDING ALL HVAC.,PLUMBING,ELECTRICAL AND SPECIAL SYSTEM SHALL MEET THE REQUIREMENTS OF THE 2010 NEW YORK STATE ENERGY CODE �- APPROVED PROTECTIVE BARRIERS AND APPROVED PROTECTIVE BARRIER OPENING HARDWARE AS REQUIRED. BOTTOM PLATE TO FLOOR JOISTS OR BAND JOISTS 2-161 NOTE 1 PER FOOT AND THE REQUIREMENTS OF THE RES CHECK REPORT OF THESE DRAWINGS. GENERAL LIGHT,VENTILATION AND HEATING NOTES DOUBLE TOP PLATE MINIMUM 48 INCHES OFFSET W 8-161 THE DESIGN OF ALL HVAC,PLUMBING„ ATTACHMENT ELECTRICAL SYSTEMS,SITE WORK,SANITARY SYSTEMS AND SWIMMING POOLS,ELEVATORS AND ALL OTHER WORK AS NOTED IS THE OF END JOISTS,FACE NAILED IN LAPPED AREA SOLE RESPONSIBILITY OF THE USER Of THESE DOCUMENTS AND HIS CONTRACTORS UNLESS SPECIFICALLY NOTED OTHERWISE.THE USER OF THESE DOCUMENTS SHALL BE PROVIDE LIGHT,VENTILATION AND HEAT AS PER R303 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. WALL SHEATHING CHMENT REQUIREMENTS RESPONSIBLE FOR SUBMITTING DESIGNS AND DOCUMENTS FOR ALL HVAC,PLUMBING AND ELECTRICAL SYSTEMS AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION. BASED ON TABLE 3.11 OF THE 2001 EDITION CONTINUOUS HEADER TO STUD(TOE NAILED) 4-8D Q ALL SYSTEMS SHALL BE DESIGNED AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER. PRE-FAB FIREPLACES AND CHIMNEYS MUST MEET CHAPTER 10 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. _ PRE-FAB CHIMNEYS AND VENTS MUST MEET CHAPTER 18 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Maximum Nail spacing for 8d common nails CONTINUOUS HEADER TO STUD(TWO PIECES) 16d 16"o.c. along each edge N GENERAL EXCAVATION AND BACKFILLIING NOTES BUILT UP CORNER STUDS 16d 24"ON CENTER EXCAVATE ALL AREAS AS INDICATED IN THE DRAWINGS.ALL EXCAVATIONS SHALL BE THE MINIMUM DEPTH REQUIRED ACHIEVING CLEAN UNDISTURBED VIRGIN SOIL WITH 3 - second gust wind speed @ 120(MPH) BUILT UP GIRDERS AND BEAMS, STABLE MOISTURE CONTENT AND NON-SHIFTING AND NON-SHRINKING SOIL CHARACTERISTICS.THE ARCHITECT HAS PREPARED THE DRAWING AND SPECIFICATIONS WITH AN ASSUMED DESIGN BEARING CAPACITY'OF ONE TON PER SQUARE FOOT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE ACTUAL SOIL BEARING PLUMBER CERTIFICATION 2-INCH LUMBER LAYERS 16d CAPACITY OF THE SOILS ENCOUNTERED BY CONDUCTING TESTS BY AN APPROVED AGENCY AND CERTIFIED BY A NEW YORK STATE PROFESSIONAL ENGINEER.THESTRUCTURAL SHEATHING Stud At panel At intermediate CONTRACTOR SHALL NOT START THE'WORK WHERE TEST INDICATE SOIL BEARING VALUES LESS THAN ONE TON PER SQUARE FOOT.THE CONTRACTOR SHALL BE ©r1I LEAD CONTENT BEFOR INCHES ON CENTER AT TOP EE NOTE A) Spacing edges edges in field NAIL EACH LAYER AT ^ RESPONSIBLE FOR THE NOTIFICATION OF SUCH FINDINGS TO THE ARCHITECT AND SHALL NOT PROCEED WITH THE WORK UNTIL RECEIVING WRITTEN INSTRUCTIONS FROM THE ROOF SHEATHING ATTACHMENT REQUIREMENTS CERTIFICATE OF OCCUPAN AND BOTTOM AND STAGGER NAILS.2-NAILS AT EACH t� ARCHITECT. BASED ON TABLE 3END AND AT EACH SPLICE .10 OF THE 2001 WFCM EDITION SOLDER USED IN WATER INTERIOR ZONE 16"o.c. 6" 12" U) NO BACKFILL SHALL BE PERMITTED AGAINST CONCRETE FOUNDATION WALLS WITHOUT FLOOR FRAMING OR PROPER BRACING AS REQUIRED TO PREVENT DAMAGE TO THE --� WALLS.NO BACKFILL SHALL BE PERMITTED WITHIN A MINIMUM OF TWO WEEKS AFTER POURING.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO ALL Maximum Nail spacing for 8d Deformed or 8d common nails SUPPLY SYSTEM CANNOT � 4-FOOT EDGE ZONE 16"o.c. 6" 6" CONCRETE WORK. EX'G ED X10 OF 1%LEAD. FLOOR FRAMING 1Q N LOTS SHALL BE GRADED AS TO DRAIN SURFACE WATER AWAY FROM THE FOUNDATION WALLS. ALL DRAINAGE SHALL CONFORM TO RCNYS SECTION R401 SHEAR WALLS 16"o.c. 3" 6" r THE GRADE SHALL FALL A MINIMUM OF INCHES WITHIN THE FIRST 10 FEET. 3 - second gust Wind Speed @ 120 (MPH) JOISTS TO SILL,TOP PLATE TO GIRDER(TOE NAILED) 4-81 EACH JOIST ALL EXCAVATIONS FOR CONCRETE PIERS AND FOOTING SHALL BE A MINIMUM OF THREE FEET BELOW FINISHED GRADE. NOTE A: BRIDGING TO JOISTS(TOE NAILED) 2-81) EACH END REMOVE ALL SHRUBS,TREES AND PLANTINGS AS PER THE CLIENT.SLOPE ALL FINISHED GRADES FROM ALL CONSTRUCTION AND PROVIDE FOR ON SITE DRAINAGE AS PER SHEATHING LOCATION Spacing At panel At intermediate wall sheathing within 4-feet of the corners, the 4 foot perimeter Z Z) ALL LOCAL BUILDING REQUIREMENTS. (SEE NOTE A) edges edges in field edge zone attachment requirements shall be used. BLOCKING TO JOISTS(TOE NAILED) 2-8D EACH END IN AREAS LIKELY TO HAVE EXPANSIVE.,COMPRESSIBLE,C M RESSIBLE SHIFTING OR OTHER UNKOWN SOIL CHARACTERISTICS,THE BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3A 6D EACH BLOCK A SOIL TEST RO DETERMINE THE SOIL"S CHARACTERISTICS AT A PARTICULAR LOCATION. THE TEST SHALL BE MADE BY AN APPROVED AGENCY USING APPROVED METHODS. INTERIOR ZONE 12"o.c. 6" 12" for exterior panel siding, galvanized 10d box nails maybe substituted 16"O.C. 6" 12" � for the common nails LEDGER TO STRIP BEAM(FACE NAILED) 3-161 EACH JOIST 11711 W U 7 GENERAL CONCRETE NOTES: PERIMETER EDGE ZONE 12"o.c. 6" 6" 24. Windows in buildingslocated in Wood-Borne debris re (areas within- JOIST ON LEDGER To BEAM(END NAILED) 3-8D EACH JOIST W regions ALL CONCRETE FOOTINGS,PIERS,FOUNDATION WALLS SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF anoo PSI @ 28 DAY TEST. EXCEPT EXPOSED SLABS 16"o.c. 6" 6" hurricane prone regions within 1 mile of the coastal high water BAND JOIST TO JOIST(END NAILED) 3-16D EACH JOIST 'n O GARAGE SLABS AND CONCRETE STEP'S/STOOPS SHALL BE 3500 PSI @ 28 DAYS. NO ADDITIVES SHALL line were the basic wind speed is 110 miles per hour or greater vJ z BE PERMITTED TO BE ADDED TO THE(MIX EXCEPT ALL CONCRETE SHALL BE AIR ENTRAINED.AIR CONTENT SHALL BE MORE THAN 5%AND NOT MORE THAN 7%OF THE or 120 miles per hour as per figure R301.2(4) of the New York State BAND JOIST TO SILL OR TOP PLATE(TOE NAILED) 2-161 NOTE 1 PER FOOT W O CONCRETE VOLUME. Fasteners for asphalt shingles shall be galvanized or stainless steel, Residential Building Code shall meet the requirements of the large _j Q V O ALL CONCRETE SHALL BE FORMED AND PROTECTED AGAINST FREEZING.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST ACI 318 AND ASTM 1157. aluminum Or copper roofing nails minimum 12 gage shank with a Missle test ASTM E 1996 and the ASTM E 1886 NOTE 1; NAILING REQUIREMENTS ARE BASED ON WALL ALL STEEL CONCRETE REINFORCEMENT SHALL BE NEW BILLET STEEL CONFORMING TO THE LATEST ASTM A-615. „ • SHEATHING NAILED 6" ON-CENTER AT PANEL EDGES. ALL FOOTINGS SHALL BEAR ON VIRGIN,UNDISTURBED SOIL WITH AN ASSUMED BEARING CAPACITY OF 2000 POUNDS PER SQUARE FOOT. mInIlllUm 3I8 inch diameter head. the fasteners shall penetrate referenced therein.l design 0 CK � (� ALL FOOTINGS SHALL BE A MINIMUM OF 36 INCHES BELOW FINAL GRADE. ALL STEP FOOTINGS SHALL NOT BE GREATER THAN 1 VERTICAL To 2 HORIZONTAL through the roof sheathting and comply with ASTM F 1667 (values are nominal 3-second gust wind speed in miles per hour) Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site,the allowable bearing capacity W W - W shall be determined by a soils investigation.(RCNYS R401.1) All asphalt shingles shall have self-seal strips or be interlockiing, DESCRIPTION NUMBER OF NAIL SPACING A. EXCEPTION: COMMON NAILS � � -J vJ and comply with ASTM D 225 or ASTM D 3462 Wood Structural panels with a minimum of thickness of 7/16 inch () W 0— i GENERAL GARAGE NOTES: and a maximum span of 8 feet shall be permitted for opening M AND ATTICS ABOVE THE GARAGE SHALL BE PROVIDED WITH APPROVED 3/4 HOUR FIRE RATED FRAME AND pp p g protection. Panels shall be recut to cover the lazed openings DECK CONSTRUCT( N ALL OPENINGS FROM THE GARAGE TO THE HOUSE,BASEMENT A For normal applications, asphalt shingles shall be secured to roof p p g OR OPENING PROTECTIVE.ALL OPENING PROTECTIVES SHALL BE PROVIDED WITH APPROVED SELF CLOSERS.ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF R309 OF with not less than six fasteners per strip. With attachment hardware in a clean In the table below. 3-101 THREADED NAILS Label all panels and store n a cln dry area of the house. DECK RIM JOIST TO END JOIST 3 #10 x 3"WOOD SCREWS EACH JOIST THE 2010 RESIDENTIAL CODE OF THE STATE OF NEW YORK. Attachments shall be provided in accordance with the table 10d THREADED NAILS @ 6"o.c. SLOPE ALL GARAGE FLOORS TO GARAGE DOOR OPENINGS.PROVIDE MINIMUM 4"VERTICAL STEP UP FROM GARAGE TO HOUSE AND BASEMENT. as follows: WOOD DECKING TO TOP OF RIM JOIST #10 WOOD SCREWS (@Wo.c. EACH JOIST NOTE A: For roof and wall sheathing within 4-feet of the perimeter POST TO BEAM 2-1/2"OR 5/8"DIATHRU-BOLTS/WASHERS AT EACH POST GENERAL SMOKE AND CARBON MONOXIDE ALARM: edge of the roof, include on each side of the roof peak, PROVIDE SMOKE ALARM SYSTEMS AS PER R.313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE.THE SYSTEM SHALL BE HARD WIRED AND INTERCONNECTED.ALL g p B. Fastener Schedule for wood plywood panels the 4-foot perimeter edge zone attachment requirements � JW EQUIPMENT SHALL BE APPROVED,LISTED AND IN CONFORMITY WITH NFPA 72.SMOKE ALARMS SHALL BE PROVIDED AT ALL SLEEPING AREAS,IMMEDIATELY OUTSIDE OF TABLE R301.2.1.2 O EACH SLEEPING AREA AND A MINIMUM OF ONE PER FLOOR INCLUDING ALL BASEMENTS AND CELLARS. shall be used. ALL SCREWS, BOLTS AND NAILS USE WITH PRESERVATIVE TREATED WOOD � z PROVIDE AN APPROVED AND LISTED CARBON MONOXIDE DETECTION SYSTEM AS PER THE REQUIREMENT OF R313 OF THE 2010 RESIDENTIAL CODE OF NEW YORK STATE. Fastener Panel Span Panel Span Panel Span SHALL BE HOT-DIPPED GALVANIZED OR STAINLESS STEEL. Type Less than or less than or less than or it 6 Q equal to 4 feet equal to 6 feet equal to 8' ALL STRUCTURAL HANGERS, ANCHORS, ETC SHALL BE HOT-DIPPED GALVANIZED W GENERAL FRAMING NOTES: FLOOR SHEATHING ATTACHMENT REQUIREMENTS OR STAINLESS STEEL. 0 W J BASE DESIGN VALUE FOR VISUALLY GRADED DIMENSIONAL LUMBER:JOISTS,STUDS,RAFTERS AND ALL FRAMING LUMBER SHALL BE DOUG-FIR#2 OR BETTER. Shall be attached With a minimum of 8d common nails E=1.6,MIN Fb=1000 4-1/2 #6 Wood 16 inches 12 inches 9 inches ALL�'ASTENERS AND CONNECTORS EXPOSED TO SALT WATER OR LOCATED WITH U W Q spaced at a minimum of 6-inches on center on Screw or 10d on center on center on center IN 300 FEET OF A SALT WATER SHORELINE SHALL BE STAINLESS STEEL GRADE 304 OR 316. O fn ALL EXTERIOR LUMBER SHALL BE ACQ REQUIRING THE FOLLOWING: panel edges and 12-inches on center in panel field. N811S a.) ALL FASTENERS SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL IN ACCORDANCE WITH THE LATEST ASTM REQUIREMENTS. b.) USE COPPER FLASHING ONLY AGAINST ACQ LUMBER SILL PLATES DECK FOOTINGS CLOSER THAN 5'-0"TO AN EXISTING EXTERIOR HOUSE WALL MUST BEAR c.) ALL STRUCTURAL CONNECTORS,il.e.SIMPSON STRONG-TIE OR USP SHALL BE HOT DIPPED GALVANIZED OR STAINLESS STEEL. 4-1/2"#8 Wood 16 inches 16 inches 12 inches AT THE SAME ELEVATION AS THE FOOTING OF THE EXISTING HOUSE FOUNDATION. NOTE:STAINLESS STEEL SHALL BE USED WITH-IN ONE MILE OF WATER. ALL STRESS GRADE FRAMING MATERIAL AND PLYWOOD SHEATHING SHALL BE GRADED AND MARKED BY AN APPROVED GRADING AGENCY. Screws on center on center on center CEILING SHEATHING ATTACHMENT REQUIREMENTS H ALL MANUFACTURED FRAMING MATERIALS SHALL BE AS INDICATED IN THE DRAWING AND SPECIFICATIONS.ALL MANUFACTURED FRAMING MATERIALS SHALL BE INSTALLED IN a.This table is based on 130 mph wind speeds and a 33-foot mean roof height. 5d cooler nails spaced 7" on edge and 10" in field STRICT ACCORDANCE WITH THE MANUFACTURERS SPECIFICATIONS AND GUIDELINES.ALL MANUFACTURED FRAMING MATERIAL SHALL BARE THE MARKINGS OF THE b.Fasteners shall be installed at opposing ends of the wood structural panel. Fasteners shall be located a minimum of 1 inch from the edge of the panel. MANUFACTURE. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA H ALL PLYWOOD SHALL BE EXTERIOR GRADE(CDX)FIR UNLESS NOTED.ALL PLYWOOD SHEATHING AT ALL WALLS,FLOORS AND ROOFS SHALL BE INSTALLED PERPENDICULAR TO THE FRAMING.ALL PLYWOOD USED FOR SUBFLOORS SHALL BE TONGUE AND GROOVE.INSTALL ALL PLYWOOD AT WALLS AS PER DETAILS,STAGGER c.Fasteners shall be long enough to penetrate through the exterior wall covering ALL PLYWOOD JOINTS MINIMUM 32"W/HERE POSSIBLE. 1/2'� structural plywood and a minimum of 11/4 inches into wood wall framing and a minimum of 1-1/4 inches SUBJECT TO DAMAGE FROM DOUBLE FRAME ALL OPENINGS UNLESS NOTED OTHERWISE,PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS UNLESS NOTED OTHERWISE. p into concrete block or concrete,and into steel framing a minimum e 3 exposed threads. Panel, Attached to Fasteners shall be located a minimum of 2112 inches from the edge of concrete block GROUND WEND DESIGSIESMN C FROST ICE SHIELD 9 SNOW SPEED DESIGN LINE UNDERLAYMENT FLOOD Frame In accordance or concrete. LOAD (MPH) CATAGORY WEATHERING PROVIDE BRACING AT ALL FLOORS AS PER MANUFACTURERS SPECIFICATIONS. [� DEPTH TERMITE REQUIRED HAZARD H a with Table R301.2.1.2 d.Where screws are attached to masonry or masonry/stucco,they shall be attached MODERATE V E PROVIDE SOLID BLOCKING TO FOUNDATION AND GIRDERS UNDER ALL CONCENTRATED LOADS AS REQUIRED. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 20 LBS 120 B SEVERE 3'-0" YES NO Residential code of g g p TO HEAVY PROVIDE HOT DIPPED GALVANIZED METAL CONNNECTORS,FASTENERS,AND FOUNDATION ANCHORS AS PER DETAILS UNLESS OTHERWISE NOTED. 490 pounds. NY`s SOLID FIRE BLOCKING OVER ALL CONICEALED FLOORS AND CEILINGS OVER ALL BEARING WALLS AND GIRDERS. TABLE R301.2(1) Residential Code of NEW YORK STATE „_, o " PROVIDE APPROVED HOT DIPPED GALVANIZED METAL CONNECTORS FOR ALL FRAMING CONNECTORS FOR ALL FLUSH FRAMING CONNECTIONS AS REQUIRED FOR THEIR SIZE AND USE UNLESS NOTED OTHERWISE. DESIGN LOAD INFORMATION O REFER TO NAILING SCHEDULE PROVIIDED. NAILING NOT INCLUDED IN THE SCHEDULE SHALL BE IN CONFORMITY WITH THE WINDOW UNIT A. Ground Snow Load: 20 psf o AF&PA 2001 WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO STORY FAMILY DWELLINGS. MASONRY,STONE OR IN GROUND SHALL BE APPROVED TREATED FORTY YEAR MATERIAL. B. Rooms other than sleeping: LL = 40psf, DL = 10psf �S�.-�-�A i ALL FRAMING EXPOSED TO WEATHER AND/OR IN CONTRACT WITH CONCRETE,MA C. Sleeping Rooms: LL - 30psf, DL - 10psf ,� ' ��,•� kn ALL CONNECTORS AND FASTENERS IIN CONTACT WITH TREATED LUMBER SHALL BE STAINLESS STEEL, BRACING'BLOCKING AND CONNECTION SHALL BE PROVIDED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS IN THE FIRST TWO D. Roof, ceiling load: LL = 20 psf, DL = 10 psf FLOOR DIAPHRAGM E. Roof witth cathedral Ceiling: LL = 20psf, DL = 15 psf u" �� �� O,'� O BAYS OF FRAMING AND SHALL BE SPACED AT A MAXIMUM OF 4 FEET ON CENTER.NAILING IN ACCORDANCE WITH NAILING SCHEDULE. F. Decks & Exterior Balconies: LL = 60psf, DL = 10psf PLATE BEAMS SHALL BE STORED AND INSTALLED IN STRICT CONFORMITY WITH THE MANUFACTURERS SC . G. Guardrails and = ps ALL ENGINEERED LUMBER AND FLITCH ' PEIFICATIONSGGdild Handrails: LL 200f ALL POSTED AND CONCENTRATED LOADS SHALL BE POSTED AS NOTED AND IN NO CASE LESS THAN THE WIDTH OF THE STRUCTURAL MEMBER WHICH IT SUPPORTS H. Guardrail balusters and panel fillers: LL = 50psf ALL POST LOADS SHALL BE CONTINUOUS TO THE TOP OF ALL STEEL GIRDERS AND TOP OF CONCRETE FOUNDATION. P L I V Y/��OO D STORM PANEL "S H U T'TE R" DETAIL I. Attic without Storage: LL = 10psf, DL = J. Attic with storage: LL - 20psf, DL - 10psfpsf OF NO STRUCTURAL FRAMING MEMBERS SHALL BE PERMITTED TO BE CUT,DRILLED OR ALTERED WITH OUT THE WRITTEN APPROVAL OF THE ARCHITECT, K. NO SCALE (IN LIEU OF IMPACT RESISTANT GLASS UNITS) taus; Ops Refer to NYS code R301.5 for all Live Load foot notes TYP.EXTERIOR WALL TOP OF PLATE CONSTRUCTION.REMOVE - - - - - Simpson SIDING AT LEDGER 1 1 /COMPOSITE RAILING p PRIOR TO INSTALLATIONSYSTEM.VINYL RAILING H2A Stud To Rafter I I TOP AND BOTTOM RAIL Connector ALL THRESHOLD CAREFULLY I I AND COLUMN COVER AND FLASHED&CAULKED TO i COLUMN CAP,MEET RCNYS ` FOR CODE WALL TO WALL STRAPPING& r Simpson A23 Angle PREVENT i � TOP PLATE STRAPPING TO RAFTER Beach side of Header '� � Z WATER INTRUSION COMPOSITE OR SEE SEPARATE DETAILS THIS PAGE w/4-16D nails each end PRESSURE TREATED I I CV � WOOD DECKING I 1 6X 6 TREATED POSTS N CONTINUOUS FLASHING EXTENDED LAG BOLTED TO JOIST W Typical Metal Strapping WINDOW HDR — PAST JOIST HANGER AS PER MANUFACTURES 5/8"0 THREADED ROD @ HDU5; at Openings SPECIFICATIONS. GALV.DECK HANGER1/2"DIA.GALV BOLTS W/ Solid Blocking @ ATTACHED PER CODE 2 X JOISTS 1 O LOCK WASHERS. Plywood Joints I O Simpson A23 Angle 2X P.T.LEDGER;ONE SIZE GREATER } 0 T y each side of window sill z� THAN JOIST AND NO GREATER 2x RIM JOIST Simpson A23 Angle---- THAN THE DEPTH OF BAND JOIST - — WOOD JOISTS @ 16"OC TOP OF SUB_FLOOR each side of window sill a - == - = = SIMPSON H2.5 AT V v ATTACH TO BAND JOIST WITH EACH JOIST TOP_OF PLATE _ 1/2"DIA.LAG SCREWS AT 16"OC 8d NAILS 6" W tip of lag screw shall fully extend beyond 8d NAILS @ 3" @ Minimum number of Jack •°. � �_ __ _ _ 2-2x GIRDER w/2-1/z`DIA. the inside face of the band joist. GALV.THRU BOLTS AT O.C.EDGES IN PLYWOOD IN FIELD IN PLYWOOD Studs as per WFCM table 3.22F. Full Height stud requirements for o •. TREATED SILL PLATE(S) EACH POST Q • ' headers and window sills as per GIRDER CONNECTION _ .% WFCM table 3.23.0 and 3.23.D 6x6 P.T.POST i"PLYWOOD SHEATHING EXTERIOR 't 2 MAXIMUM OVERHANG FACE; 2"GYPSUM BOARD INTERIOR W Holdowns in accordance with LEDGER BOARD ATTACHMENT TO BAND JOIST SHALL BE JOIST SPAN/4 L.L_ WFCM manual. Provide at all NTS 2x4 STUDS 16"o.c. O Buildingcorners, CV SOLID BLOCKING o .� �^ O WALL SHEATHING FOR EXTERIOR v! LL Nailing as per schedule, WFCM and 2ND STORY DECK AND RAILING DETAIL OPTION @PLYWOOD JOINTS U_ TRIPLE STUD SHEARWALLS SHALL BE CONTINUOUS SIMPSON ASU66 BRACKET FROM BOTTOM PLATE TO THE UPPER shear wall details this page " FOR PT POST W TOP PLATE,WITH ALL PANEL EDGES Q RIM JOIST 6"x6 TREATED NTS OVER FRAMING.BLOCKING SHALL BE POST 2-1/2"GALVINIZED CARRIAGE BOLTS n PROVIDED BETWEEN BAYS AT ALL PLYWOOD SEAMS ATTACHEMENTS U Sill Strapping See details on GRADE 1/2"x12"LONG STEEL WFCM MANUAL AND DRAWINGSHALL BE IN ACCORDANCE S H this page. ANCHOR BOLT C W _ SIMPSON ABU Z AND ANCHOR • Q m SIMPSON HOLDOWN HDU8 —TOP OF FOUNDATION W �r 12"CONCRETE PIER 36"DEEP BOLT - - — FOOTING-24"x 24"x 12" r , ROD SIDECOVER qE . ,�" .� U 2 MINIMUM t ti TYP FOUNDATION/SILL CONST. TYPICAL ELEVATION ;r '- TYPICAL WALL TO SHEAR WALL LENGTH N WALL TO HEADER STRAPPING P.T. POST TO CONC. PIER & FOOTING FOUNDATIONS G NO SCALE CONNECTION (a-) COVERED PORCH NTS DECK POST TO CONCSEE DETAILS THIS PAGE. PIER CONNECTOR SEE PLANS TYPICAL SHEAR WALL DETAIL SIMPSON ABU Installed in accordance SIMPSON ABU Installed in accordance NOT TO SCALE with Simpson Specifications with Simpson Specifications -� (D E co C cnC `t o a RIDGE STRAPPING 1 1/4"x 24", 20 GAGE STRAP, GALVANIZED c L) .o (DQ- WITH (5)8d COMMON NAILS IN EACH END. c1 0 '— NOTE: RIDGE STRAPS ARE NOT REQUIRED AT SHEARWALL SEGMENT N .Q 0 c -c. PROVIDE SOLID BLOCKING � O '— O �[ AT ALL CORNER SEAMS � �-�-� O WHEN COLLAR TIES OF NOMINAL 2X6 OR 2X4 ARE LOCATED IN THE UPPER THIRD OF THE ATTIC 2X6 MCA SILLU)TYPICAL BOTH DIRECTIONS v to O � c rn3 co SPACE AND ATTACHED WITH 4-8d COMMON NAILS GROUND CONTACT s O C o U) AT SHEARWALL SEGMENT U 'a O � IN EACH END o� 8d COMMON NAILS 6"oc IN FIELD to c N to «� 8d COMMON NAILS 3"oc ON EDGESin =3 '— -O = TYP CONC.FND.WAL TYPICAL BOTH DIRECTIONS N � co C E O ca SEE SHEAR WALL DETAIL THIS PAGE I— O.C U CD O Cr TYPICAL CORNER CONSTRUCTION T ALTERNATE SEE DETAIL ABOVE OO LOCATION HOEDOWN SIMPSON H2.5 TYP.ANCHOR BOLT CORNER STUD • at each Rafter. CONNECTEDTO HOEDOWN TRANSFER SHEAR ENDWALL (5)8d 2016d COMMON NAILS (5)8d @ 6 oc VERTICAL CORNER STUD 1-1/4"x 20 gage G-185 OO ® MIN(3)2x CORNER STUDS CONNECTED TO TRANSFER SHEAR Hot Dipped Galvanized Strap • (5) 8d each end typical SIPIAPSON H2A N �z with at eachch stud,common nails ud,wrap over sillTYPICAL SIMPSON H10S HURRICANE 2x STUDS @ is"O.C. SEE FOUNDATION FLAN 2-16d COMMON CONNECTOR AT EACH at each Rafter. and nail to back of each sill. I FOR MODEL NO. � • �� RAFTER. Strap may be attached OVER 12 MAX � NAILS 6 o.c. FASTENERS: (8)8d NAILS (5)8d each end typical the plywood OR directly to I TO RAFTER, TO PLATES Studs. 6'-0" AND TO STUDS. 1-1/4" X 20 GA. GALV. STRAP WITH (5)8d SHEAR WA SEGMENT GALV. COMMON NAILS IN EACH END STRAPS AT 16" O.C. (EACH STUD). RAFTER TO PLATE CONNECTION tp ON TOP OF CEILING JOISTS p 11- WALL TO WALL CONNECTION NTS PLAN - AT CORNER HOLDOWN & SHEARWALL SIMILAR @ 1ST AND 2ND FLOOR NO SCALE •^t ZO N NO SCALE SIMILAR @ 1 STAND 2ND FLOOR Preservative-treated barrier required fortu (5)8d each end typical connectors in contact with treated wood � w ~ > 4 Utu ROOF TO WALL CONNECTION O Q� N NO SCALE 4-Corner studs , 4-Corner studs connected to �y NOTE: ✓—'�3-2X � ALL SIMPSON CONNECTOR AND STEEL STRAPS NOTE: Connected to ' transfer shear Framing members SHALL BE G185 AS PER ASTM A 653,GALVANIZED PROVIDE CONTINUOUS LOAD PATH FROM ROOF ASSEMBLY transfer shear 1 load o OR HOT HOT DIPPED GALVANIZED AS PER ASTM Al 23. TO FOUNDATION.ALL CONNECTIONS SHALL HAVE SIMPSON load ALL STRAPS SHALL BE SIMPSON OR EQUAL. "STRONG TIE"CONNECTORS OR APPROVED EQUAL.STEEL g ® � TYP. HDU8 HOLDOWN � � � N STRAPS SHALL CONFORM WITH ASTM A653 GRADE 33, - ® 2-16d Nails o EXCEPT WHEN IN CONTACT WITH CONCRETE,STAINLESS STEEL 2-16d Nails ® W/ SIMPSON SSTB14 @ 6" O.C. STRAPS SHALL BE USED. @ 6" O.C. ® ANCHOR BOLT o ALL FRAMING AND SHEATHING NAILS SHALL BE HOT DIPPED (5)Sd ® W o TYP. HDU8 HOLDOWN �--- GALVANIZED(U.O.N.).ASTM A153 impson 7/8" SSTB anchor w/ 20-SDS 1/4" x 2-1/2" Screws bolt thru-box and inbed UJ N Z into concrete foundation. 0 (1) LO RAFTER PER PLAN g• �� and framing. Refer to manuf. 7/8 THREADED ROD — C •> M Specifications SIMPSON MTS24C (5)Sd W/ SIMPSON CNW COUPLER NUT W STRAP OR 1-1/4"20 GA ANCHOR BOLTS: --/ AT EACH AFTER PLAN " _ REFER TO SIMPSON SB7/8 X 24 m � c N TO STUD CONNECTION. FOUNDATIONL 1-/4 X 20 GAGE ( 7/8" ANCHOR BOLT CU r" WITH MIN.8 8d NAILS EACH STRAP WITH (5) 8d NAILS \ MIN EMBED 18" �, LL � G 185 GALVANIZED AS INSTALL AS PER PER ASTM A653 OR EQUAL Holdowns are required at Preservative-treated SIMPSON SPECIFICATIONS w D` O barrier required for Preservative-treated r� (2)2X6 MCA each end of a perforated q � ' � GROUND CONTACT shear wall. When full height connectors in contact barrier required for , e�Q�< shearwall segments meet at with treated wood connectors in contact ' .� a corner. A single holdown with treated wood WALL TO FOUNDATION CONNECTION shall be permitted to be ALTERNATE RAFTER TO STUD STRAP used to resist overturning ALTER SCALE: NTS forces in both directions ® •�`f,*, "°�"iQ SIMPSON MTS 24C TYPICAL SIMPSON HDU5 HOLDOWNS ON CONCRETE SIMPSON HDU8 CORNER HOLDOWN -` Opy NTS when the walls are fastened �,._ as-per detail this page. FOUNDATION WALL. NTS I'a BOX FRAMING NTS fasten sheathing to header with 8d common or galvanized 24"Max MIN. 1/2" WOOD STRUCTURAL PANEL box nails in 3„ grid pattern as FASTEN SHEATHING TO WITH 8d NAILS AT 3” shown and 3" o.c. in all framing HEADER WITH 8d COMMON DOUBLE 2 X 4'S O.C. 2 ROWS ON EACH OR GALVANIZED BOX N 3" GRID PATTERN AS SILS HOWN OR 4X POSTS OFDE OF POR ALRTICAL FRAMELEG CONTINUOUS HEADER OVER FRAMING ( studs, sills & blocking ) TYP • SEE DETAILS 20 ga metal strap ' 1/2" WOOD STRUCTURALA, B & C w/ 7 8d nails in • PANEL WITH 8d NAILS @ 3" O.C. • (2) ROWS ON EACH SIDE OF THIS PAGE E •• each end TYP. • VERTICAL SEGMENT ON W THE PORTAL FRAME HOLDOWN • (2) 2 X STUDS See plan for size OR use (SHEATHING- TREATED SILL PLATE fasten top plate Q solid post FRONT SIDE) 20 GA STRAP PLATE WASHER 20 a metal strap to header with two W = W/7 8d NAILS g p LIAV IN EACH END FRAMING with 14-8d nails rows of 16D sinker V U ANCHOR BOLT SEE PLANS MAXnails @ 3" o.c. TYP HEIGHT : Z 10' For a panel splice W 1/2" THICK WOOD panel edges shall be C CONTINUOUS —� STRUCTURAL blocked and occur U) Q DETAIL A DETAIL B DETAIL C within 24" of mid- PANEL height. one row of W Q BACK SIDE SHEATHING R Typ. Sheathing to ry 0 framing nailing is SIMPSON HD8 required. If 2x4 blocking EACH SIDE OF g Is used, 0 GARAGE DOOR the 2x4's must be G� (� STANDARD TJI DETAILS Typ. Anchor Bolt — OPENING & CORNER nailed together 0� W NYS SEE DETIALS THIS with 3-16d sinkers Q Z PAGE AND WFCM END PORTAL CENTER PORTAL END PORTAL MANUAL � W WALL PANEL DETAILS BETWEEN U J Trus Joist rim board or Structural exterior blocking for lateral GARAGE DOOR OPENINGS AND AT EACH CORNERS Q Flashing sheathing suipport OF THE GARAGE. NTS J LVL member ,e�Blocking panel -� m E HDU8 HOLDOWNS o M N c Trus Joist o See fastener @ 7 8" ANCHOR BOLTS a? F L U rim board 2- 16D NAILS 6" oc � � -oQ- table below. Maintain ° 2 distance (minimum) from a v CU o -� ._ Q ° ° 3-CORNER STUDS o .� U N cr 8 CONNECTED TO TRANSFER SHEAR edge of ledger to fastener. � � � -� Treated 2x LOAD a' o � 0 .9 5 -S .�- ledger m L END BEARING PANELS WITH BLOCKING BEARING AT WALL . � �, - � Co 12 02 NTS NTS POST TO HEADER CONNECTOR m � o .a ` � SIMPSON BSC ~ ` o._ " CZ o Cr TYPICAL HOEDOWN PLAN DETAIL a. GARAGE N.T.S. DOOR CORNERS Load bearing or shear wall above (must Fastener Allowable Load / Factored Resistance (lbs) stack over wall below) HDU8 HOEDOWNS W/ 7/8" ANCHOR BOLTS 1\H0.7x;1/4NH1.429x;" 1" a-Rim Blocking panel rim board 2'X4"CONTINUOUS 2x4 minimum F1 LATERAL BRACE AT Vo.c. TRUSS OR CEILING JOIST 3/8" lag bolt 400 / 630 N.A. / N.A. squash blocks ' 2-10d NAILS GABLE END use LVL or Rim Joist 8-10d x 1-1/2" NAILS , 1/2" lag bolt 4751750 325 / N.A. TO RAFTER 10-8d NAI 1/81111 Allowable load determined in accordance with AC 124. 8-10d x 1-1/2" NIALS O O113 Corrosion-resistant fasteners required for wet-service applications. / a TO PLATE 5d COOLER NAILS AT 10"o.c. TYPICAL HOLDOWN PLAN 2'X4"BLOCK NAILED TO EACHDETAIL BETWEEN GARAGE N Web stiffeners BRACE WITH 4-10d NAILS DOOR OPENINGS EXTERIOR DECK ATTACHMENT required each side GYPSUM BOARD N.T.S. M Q d 5d COOLER NAILS AT 7"o.c. LU 20 GAGE STRAP Q NTS 10-8d NAILS } END WALL STUDS O LIU SIMPSON -HCP4- HIP CORNER CEILING BRACE (@ END WALL SQUASH BLOCKING AT INTERMEDIATE BEARING WALL PLATE CONNECTOR NTS ENDWALL to NTS CORNER STUD -4 stud corner �° CONNECTED TO NTS TRANSFER SHEAR 0 2-16d COMMON Simpson HDU5 NAILS 6"o.c. with 14-Simpson N 8" diameter maximum hole for Plate nail - 16d (31/2") box SDS 1/4"x2-1/2" = ti 11-7/8" - 16" deep blocking at 16" on-center* wood screws U) 4-4 T_ panels; 6" diameter maximum for Toe nail - 10d (3") box at floor and ceiling JOISTS W M blocking panels 9-1/2" deep or 6" on-center* ENDWAL or TJI'S 5/8 Threaded Rod V 0- >_ cn 6'-0" length of TJI shorter than 12" long. A a) Z W joist reinforcement and (Do not cut flanges.) 1" or 1-1/4" v A i filler block. Use 4'-0" Trus Joist h— `� ,> LID Typclal floor system length with 9-1/2" and rim board* ENDWAL C M 11-7/8" TJ I joists. LU W o0 Trus Joist rim O BLOCKING at 48" on center U .a c N board v Simpson HDU5 m �/ w SECTION A -A with 14-Simpson p c j Attach reinforcement to Floor panel nail - Refer ---� W Q u7 p . SDS 1/4"x2-1/2" < joist web with 3 rows to Nailing Schedule on BLOCKING •-`�,,p 10d (3") common nails at drawing - 1 wood screws TYPICAL c_n a+ Remove tongue and groove from WFCM 2001 3.3.5&3,5,5 �, .• �,. F 6 on-center, clinched. AT 48" O.C. BLOCKING AND CONNECTIONS SHALL BE PROVIDED,AT PANEL EDGES floor panel edges supported by 1 PERPENDICULAR TO ROOF FRAMING MEMBERS AND FLOOR { Use 2 rows with 9-1/2" . ,r and 11-7/8" e-Rim®to ensure quality nailing. FRAMING MEMBERS IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SECTION A - A SPACED AT A MAXIMUM OF 4 FEET ON CENTER AS PER THIS DETAIL. _ TJI joists. WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE TYPICAL HOLDOWN THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. BETWEEN 1ST & 2ND FLOOR NTS G FLOORIST CANTILEVER "E BEARING END WALL WITH RIM BOARD NTS NTS END WALL BLOCKING DETAIL NTS J 24'-0" TYPICAL HDU8 HOLDOWNS TYPICAL HDU8 BETWEEN GARAGE HOLDOWN DOORS SEE DET.DWG-2&3 SEE TYP.DETAIL C ON DWG 2 11 -------- - _ I ; ' ' 1 I I --- I 1 1 1 I 1 1 I I 1 I 1 w SECTION R406 FOUNDATION WATERPROOFING AND DAMPPROOFING ' ' I W 1 1 1 I R406.1 Concrete and masonry foundation dampproofing. 1 1 Except where required by Section R406.2 to be waterproofed, 11 foundation walls that retain earth and enclose interior spaces ; ; V and floors below grade shall be dampproofed from the top of ; ; ; b) O the footing to the finished grade. Masonry walls shall have not ' less than 318 inch (9.5 mm) portland cement parging applied to W the exterior of the wall. The parging shall be dampproofed in 0 accordance with one of the following: ; 1. Bituminous coating. 2. 3 pounds per square yard (1.63 kg/m2) of acrylic modified cement. - W 1 3. 1/8-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C 887. 1 I V 4. Any material permitted for waterproofing in Section R406.2. DROP TOP OF CONCRETE 1 1 5. Other approved methods or materials. ' ' 1 1 I I AS REQUIRED FOR /1 Q GARAGE DOOR,SEE PLAN Exception: Parging of unit masonry walls is not required where FOR GARAGE DOOR SIZE a material is approved for direct application to the masonry. co M - UNEXCAVATED - ryO o Concrete walls shall be dampproofed by applying any one of co TYPICAL GARAGE SLAB �/ the above listed dampproofing materials or any one of the 4" poured concrete slab M — waterproofiing materials listed in Section R406.2 to the exterior ; ' of the wall. 1 1 with 6x6 10/10 WWM, Q on Fully compacted clean TYPICAL HDU8 HOLDOWNS ( , BETWEEN GARAGE ' ' `./ granular fill. Pitch slab DOORS SEE DET.DWG-2&3 SECTION R405 FOUNDATION DRAINAGE 12'-8" 23'-11" '/4"/ft to garage doors. i ry W I _ R405.1 Concrete or masonry foundations. 4'-0" 5'-8" 3'-011 11'-11" 6'-0" 6'-0" I 22'-811 Drains shalll be provided around all concrete or masonry foundations Z W , pll 1 �N ------------ that retain earth and enclose habitable or usable spaces located TYPICAL HDU8 I U J below grade. Drainage tiles, gravel or crushed stone drains, HOEDOWN 10'-3" 7'-10" 4'-711SEE TYP. perforated pipe or other approved systems or materials shall ON DWG DETAIL I 1 be installed at or below the area to be protected and shall _________ N J _ ' ' 1 1 discharge by gravity or mechanical means into an approved -----, ; " "' % -- , , , 6 REINF CONCRETE SLAB D 1 I rn drainage system. Gravel or crushed stone drains shall extend ---------- _ 1 I I &STEPS TO GARAGE ' 8"RISERS MAX&10" at least 1 foot beyond the outside edge of the footing and o .� ,' M ;---------'-; ; TREADS 11 ' 6 inches above the top of the footing and be covered with �,'" ____ ar________________-__"' __; ; ;___ __-_-______; -� an approved filter membrane material. The top of open joints of ® M : ; E drain tiles shall be protected with strips of building paper, and ------- I-+------ ---- ------- E ----------------, C M -0 o 1 ' ' ' _° ' ' PKT FOR I 1 C O C to C the drainage tiles or perforated pipe shall be placed on a a -� :______ _% _____________ ___ DECK BM � � L ca a� minimum of 2 inches of washed gravel or crushed rock at least ED ` a a' " TYP. L z' CL one sieve size larger than the the joint opening or perforation N 17'-9/2' U - I o '--_-_---_ 1 - 0 Cn Q.- c ' Y rn PROVIDE 5/8"TYPE"X" Z WM:+_I-------- - --- ---' O N N c ------------- I 1 0 .E FIRE RATED GYPSUM WALL Y y ; ; ; ' ; ® ' N p N '� .,� N a N and covered with not less than 6 inches of the same material. ; n- N BOARD ABOVE FURNACE o E 1 I .____ ca O O �. (Al C.) cc ~ TJI 560-11-7/8"-FI or Joists 16" OC ; ; AS PER RCNYS. tZ ; ; ; ; - - -N - - - ; ' TYPICAL HDU8 HOLDOWN S ~ N a- O V L I I I 1 - I t \ ' ' ,0 L C +� 0 Exception: /A drainage system is not required when the foundation , ' ' ' °� �' E - , � -r , , � = 1 1 I BETWEEN GARAGE U ~' N O' O ' ' ' CO (n CU a) o , ' DOORS SEE DET.DWG-2 3 O ` -C cl) O �'' 3 is installed on well-drained ground or sand-gravel mixture soils 1 ' ' MAINTAIN REQUIRED SEPARATION m :? 1 1 � u7 ' ' Fo I I = O 4-• (t3 •- according to the Unified Soil Classification System, Group I Soils q DISTANCE FROM ALL HEAT �' C o Z PRODUCING EQUIPMENT TO •___Ir-11 ___• 11 I I L- (D a) 15 as detailed !in Table R405.1. o ,___L�___, COMBUSTIBLE MATERIAL AS PER I 1 -20 E .Q C ' ' 3-4/2" 11-7/8" LVL Flush '_ _-__ _ Mechanical Systems Q o Cr MANUFACTURER'S SPECIFICATIONS , , , I 1 , AND THE NYS CODE. I , I _ •--- - '•' -- -- - - ��N o I I The Mechanical System shall be I 1 - •--- ---�;---� 8'-s" � goo installed in accordance with o TYPICAL HDU8 i i :_ �;___; , , �W Q I Chaptersl2-24 of the Residential z HOLDOWN ' ' - I I 1 I W z , -1 SEE TYP.DETAIL 3'-0" : 14'-9'/z' 17'-8" ' ' 18'-3'/" '� ~ ON DWG 2 ~ I I Code of New York 1 151/211 �-- ' 5'/" I .00 wa to ' CV x l 1 ' 1 1 Q I I�W C) ' ' I N 1 1 ' I I�� X °' TJI 560-11-7/8"-Floor Joists 16" C N ' I VENTING OF EQUIPMENT 1 1 ---------, 1 M I I , co . ........... T 1560-11-7/8"-Floor Joists 16" OC N OUTSIDE BASEMENT ENTRANCE 1 c) ; ; 1 ( I iv INSTALL IN COMPLIANCE WITH 8" concrete wall ON 16" x 8" Ftg -- ---------,1 I I - UNFIN. BASEMENT ' I N CHAPTERS 24 FUEL GAS _--oft '---LJ- .BASEMENT SLAB - 4" PC 2X6 DECK ' with 4" concrete landing, 4" drain ____ f TYPICAL INT.FOOTING/COL -� ' with grate to 24"-Dia. dryWell, Z, ; ; ; 36"x 36"x 16"Thick,poured J ie ; � � 1 ON MINIMUM 4 COMPACTED - JOISTS @ 16'` i c I , ,e, , Concrete footin &4 O,D. ' ' non-slip concrete stairs to grade _' ; ; ; Diameter steel column, CLEAN GRANULAR FILL " 1 1 , I I 4-9 with hand rail per RR314 34"-38" ' above nosing. 36" high guard rail F- on top of concrete wall. LU TYP. COVERED o N F- I M 3-1/2"x -7/8"LVL FLUSH t'? ; ; .�. I PORCH FOOTING: ' � z I I 1 1 - -- - - -^—� ; oo i (T— DET ONDWGs -2 N r 1 1 UP 1 1 1 n IIM II 11 11 11 N H ry �•/� ix UJ 1 1 1 I I fl N r 11 11 11 11 N h 1 ��1 1 ' L LL Q fl�N W . n\ n n n n n ' ' 1 F.D. 1 x N N(V 11 Il n II 11 "y S _____ _ t 1`cV TYPICAL HDU8 e m W W --- ---n n n_1 II 11 11 fl_ 11-_ r 1--- HOLDOWN O — '� I , 11 r rM n-N n n u n — —i I D 1 1 i I SEE TYP.DETAIL Ch F- Q Cl) o ' g 3-1/2"x 11-7/8"LVL FLUSH ; ' ;; u x O\ 11 11 n II 1 1 ____-__-_ > U V. J 3-1/2" x 11-7/8" LVL Flush 1 °�------- ® ; ON DWG 2 O Lu I I 1 I cr1 11 n 11 11 '-I 1 LL. , 1 3-112"x 11-7/ ' LVL FLUSh ___i___ T 1 1 I 1 1 I I I 1 I 1 1------------------ --' ro PKT FOR ' ' 22-9 -- .___4 DECK BM I 1 1 _ -------- 1 x 11 I 1 ®------------- ------------ _ _________- N ; ; TJI 560-11-7/81"-Floor Joists 16" OC ' 1 I •oa--- 2x4 Frame Around the -- ---• 2X6 DECK I 1 ti f Staircase From Floor 1 J 1 M ' ' � ' TYPICAL FOUNDATION -__-+ ; to underside of Joists. ; > „ ----------------• 1 I I I I 1 I Treated shoe and gyp.bd 1 J 1 — _ —___-' ' JOISTS @ 16 oc I In accordance with chapter 4 of I PKT FOR ; ; Walls.Minimum.R-13 ; - . ,3-1/2";x 11-7/8"LVL FLUSH - 1---; New York State Code. 8" Poured I in all walls and R-19 on 1 —1 I I 1 J ' ' 1 -N ; e •-- -I-, TYPICAL HDU8 1 DECK BM ; ; �r HOEDOWN ' TYP. I 1 r underside of staircase. _ ....., , J 1 , 1 Concrete Wall with 1- # 5 Bars Top _ ' ' �;, Attach railings per code. o SEE TYP.DETAIL I ' ' rn 1 1 I 1 op ' ' 1 ZN ' 'x �? Of Wall on 16" x 8" Poured ON DWG 2 I ao X; ; O ; I I I Ko ;_ _ I_: M �— , I iV Concrete Wall Footing with 2- # 5 Bars _ ' x ; ; M; ; %__L41___, ; P4 I N continuous in Footing, 2-2 x 6 ACQ ( , TJI 60-11-7/8"-Floor Joists 1 " OC co x -N o I 2X6 DECK N d ' ' �_ ' a sill plates, Sill seal, Copper Termite Shield. cam; ; ; ; v I ,,_...I All foundation walls to extend ;�, I I JOISTS @ 16" oc 13'-a'/" 7'-611 `'�' ' ' co 13'-9'/" I 1 to virgin soil and be full height walls TE 1 1 3'/z' 8"x16" ^1 3'/�' F' ' `O � w �.or step footings 1V - 2H per code. ' I I ; I P.C. 1 C%J I 1 Y J N -- ' 1 •----------------------- -------! ------' --------' ' -------------------- W, ' ----- ------ ------------ ------------------ ------------------ ------------------------------------------ --- ,____ I tfl COL U" 1 1 r, ' 1 hr°'1 M I ' Beam Pocket ' - SIMPSON HDU8 HOLDOWNS WITH ���", .�o NP.DECHC LEDGER �tYP) O I TYPICAL HDU8 SEE DET. ON DWG 2 steel shims as req'd - 7/8"ANCHOR BOLTS. PROVIDE AT c) -d N a HOEDOWN U o , 1 CORNERS OF GARAGE WALLS, ,�/ CD c SEE TYP.DETAIL fel TYPICAL FOUNDATION HEIGHT PER TABLE R404 ( ( c - w x ( BUILDING CORNERS. -� ON DWG 2 0 TYP, COVERED N I ' S D A o 9'-0" High Foundation Wall In accordance with chapter 4 I I N r; PORCH FOOTINCs N 1 SEE DWGS 2 AND 3 FOR TYP DETAILS �� ; � C O of New York State Code. BASED ON TABLE R404.1.1(5) I X F- DET ON DWG -2 • Maxilmum backfill Height @ 7'-0" feet: use I _N .----- - -2•- 2x10 P.T. GIRDED-----• N TYPICAL ANCHOR BOLT -" "' - "-'• •-----• -I--• ` A. 8 poured concrete wall on 16 x 8 Concrete wall footing, I 1 I _ 11 1 1 1 1 Maximums Spacing: 5/8 32 on center 1 f— _ � _ — _ -1_ - - - - _ —II- -1— _ - - - - -f_ - - - -1_ _ — _ — _ —, _ — _ — _ —, OR p g' @ - - - - - - — - - - - - - - - - - \�J - - - - - - � �- - - - - - - — — — — — — � FOUNDATION PLAN/ embedment of 7" with 3" x 3" square washer. ;__ __ _ �w__ ;__ __; FIRST FLOOR FRAMING PLAN ~ ` B. 8"' you d imurn concrete wall ackfill t @ 6feet: x 8"Concrete wall footing,se Hold 12" off f carners h sillnd plate. 4" to 12" off 2,-0„ 71-0„ A B SCALE: 1/4" = V-0" each end o e c p e t With #5 Rebars vertical @ 41 on center max. As per WFCM Tables 3.2A,B&C 9'-011 11 37'-011 11 6'-s" OP NE\t 81�f1 8111 8111 8f�11 SIGN 8111 K6" K6" �J 9'-8'/Z' 14'-3'/2' C TW3052-2 11 LO .----------------------- 23'-1" o , 51/211 51/211 RAIL NOTE: z co V% oPorches, balconies or raised floor W W surfaces located more than 30 inches above the floor or grade below shall �n LO have a railing not less than 36 inches V Ccr)' a in height. Railings shall have Top rails and O x Balusters and Bottom rails that are 4 NO MORE THAN 4 INCHES APART. W ----------------------- o EXCEPT: the traingular openings formed r , by the riser, tread and bottom rail of the U U Guard rail at the open side of a stairway Z �'-- CD ----------------------- are premitted to be of such a size that a 6 inch sphere cannot pass through. �'-�-� Landing @ Stairway is NOT required: 3-1 1 , „ V When a stairway of (3) or fewer 1'-0" 5'/" GARAGE ; Open sides of stairs with a total rise of ` -_-____ - Provide 5/8 Fire Rated Gypsum o •• c, risers is located on the exterior ,_ wallboard on walls and ceiling of o more than 30 inches above the floor or U) Q side of a door, Other than the garage as per code section (2309. tu o grade below shall have guards not less W required exit door. ,' co Were garage abuts dwelling use W. to than 34 inches in height measured N 5/8" Fire Rated wallboard ort garage < M vertically from the nosing of the treads. ry O U-) side and 1/2" Fire Rated wall0oard on Q M BO opposite side in accordance; o X ♦�J) with code section R309.2.1 R702.3. Insulate walls common with STAIR HANDRAIL NOTE: _ heated areas. Horizontal Firt Rated 0y ' separations per R309.2.2 ----------------------- V 12'-8" 23'-11'" � q Provide Handrail on at least one side of each continuous run of treads or flight ._ 8'-11" 3'-0" 6'-0" 3'-0"', 3'-0" --------------- with FOUR OR MORE RISERS. W Handrail Height measured above Z stair tread nosing, shall) not be less than ____-_-_ 0 34 inches and not more than 38inches. = W 3056 o All Handrails shall be continuous the full r 1 J Q length of the stair from a point directly V 1� "o ------------ D ; X above the top riser of a flight to a point Q f So ------------ 0 3/ Hour fere rated 4 directly above the lowest riser of the flight. TW20510-2 ® TW20510-2 door assembly with 11i CONC STEP X Handrails adjacent to a wall shall have a J WATERPROOF ,- - - - self-closure, wls and , &LANDING a space of not be less than 1-1/2 inches DECK ABOVE insulated R-5 STEEL c3)a'RISERS �, o between the wall and the handrail. i ( ) 10 TREADS see NYS code for exceptions. Refer to / GN ` I LO C:) /2 WALL NYS Code for grip size specifications. a) E r- cfl ►�� I I z r- CO N 'a O 101-019w/d r r O N M = I 1 o Burning Pre-Fab r' ` "0 = �' UL listed stack W 4k PRE/FAB FIREPLACE GENERAL NOTE: � o Q 0 o r. Pre-Fab/ Factory Built Fireplaces BREAKFAST I I w Fireplace, ; ; o N }c c i ami C NOOK o0 I I Q glass doors and _ MUD _ _ C I, In accordance with NYS code chapter c o m .N P C1 s v Hearth extension co ' 10, factory-built fireplace inserts shall �' o - as per NYS Code o ROOM q q d 36" 11 be UL listed and labeled and shall be � N a Y I I x see gen.note co Co Ch I, _ O I °° thispage insul/ws l; oo installed in accordance with the o � = o L10. I I LO conditions of the listing. Factory-Built "- y- rn .� O C L 6' I' °' fireplaces shall be tested in accordance o :c °v; ip ' 15'-0" 17'-10" 2'- " 16'-2'/2' o - -Q C PORCH with UL 127. Hearths shall be installed in (D M c, - c E o M 5'/z" 3'/" SEE DWG 12 I accordance with the listing of the Q. 0 ca o ET 3-0 _ FOR STRAPPING I Fireplace & in accordance with NYS code " 5, M FAMILY _ _ CD section R1003.9 Hearths & Hearth extension. ROOM r` o cv I All Fireplace shall be equipped with an LL~o N 2-STORY N I _ exterior air supply. Exterior air ducts CEILING LIBRARY o shall be UL listed. Factory Built Chimneys z Z o (V ISLAND shall be in accordance with NYS code chapter azo M hw-V 0) N ZZ w z M I N 18 (chimneys & vents). U v< [V o LINE OF BALCONY _ Tt LVL ABOVE 51/211 F Y O POST w w o � a KITCHEN - - - - - - - - - - - - - - - M s _N O o�O w F-- REF LVL ' o Z 2X4 INSULATD FRAME WALL POST ch ` It p o z D UNDER SIDE OF STAIRCASE '-0" 2'-6" I O ** NOTE: SAFETY GLAZING N ¢Z"m _ at �' _ w�xm \ u' \ C:) I 000 SAFETY GLAZING (TEMP GLASS) IS REQUIRED AT GLAZING IN A BUILDING �'' _ _�__�_ M RAILI - - - �1 1 M CO WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE 2Cfl' 41-911 '-8"' i BUTLERS ' �"' I21-011 - 5�/zj\ 5�/z" O OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING ('o / SURFACE AND DRAINI INLET. N M PANTRY I I cu ; ; ; ; (D I o �, FAN 'a? z I CLOS N SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS, LANDINGS, - _ PANTRY 3'-0'� N __ ____ p u 6i AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF WALKING SURFACE M _ TW2442 OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF - co 0 o 0 W CO N GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD I I 1 OR WALKING SURFACE. I I I TW2442 -- - ---- II �o °o> DINING _ z z I 1 _ O F� CL o D b w I I UP 16R w I 1 - LIVING b ; T_CO ROOM 1 0- 11 1 8.25"MAX p 1 1 ' � ' ' Y 12 ; n 1 1 - 11"TREADS C,1 1 ao ROOM C:) M W w w , W ¢ 1 1 9 FOYER Q I I ` CO ' O 6 1 1 2-STORY bol I DECK TYPICAL FIRE BLOCKING NOTES: M 0 12"HB&GLO � ABOVE TYP Fireblocking shall be provided at all concealed vertical x 1 I CEILING XII -_-_-- �, EACH SIDE , PERMA-CAST M °0 I I °D I I j� COLUMN ' --"-``-` ` and horizontal draft openings, and to form fire barriers 14'-0" �' 7'-6" 14'-0" I - W + between stories, and between a top story and the roof space. ------ --------- , _ , „ , „ I [—� Q, 3/Z - c 3/Z 51/211 Fire blocking shall be provided in the following locations: co I ifl 1. In concealed spaces of stud walls and partitions, ``' '- `�' 19 w V Z o furred spaces, vertically and ceiling and floor levels and horzontally at intervals not exceeding 10 feet. I TW30510 TW30510 TW30510 TW30510 PORCH TYPICAL RAILING ,>1 M 2. Interconnections between soffits, drop ceilings and I I C, r,, cove ceilings. I / COMPOSITE OR I 2x4 Top Rail - MWM 7I o HARDWOOD DECKING 2x2 Balusters @ 4" OC p h� '� O 3. In concealed spacers between stair stringers at the top I SEE DWG 12 I 2x4 Bottom rail Q x and bottom of the run. FOR STRAPPING 4. At openings around vents, pipes and ducts at ceiling WINDOWS, FWH, FWG DOORS AS FOLLOWS; I RETS. I 4x4 Posts max 60" oc. �, fg � CD and floor level, with a building department approved Plans indicate ANDERSEN series 400 DH I IERD ARC material to resist passage of flame. model numbers and shall be installed as per 4. Fireblocking aroundl chimney and fireplaces in manufacturers specifications for 120 MPH Zone. accordance with the NYS Residential building code. Provide HP LOW-E4 glass. V/ - - - - - - - - - - - - - - - - - - -- ------------------------ - - - - - - - - - - - - - -' -' - - - �' A - 1ST FLOOR PLAN �.•;f�;�t��(' 5. Fireblocking materials shall meet the requirements of Use the Plywood panels as detailed on ----------- 19'-5" 41_7" 01 9'-81/" 29 91-8Y21' TYP.HUD5 CFLOOR TO TW3046-2 TW24310 11 LO HOLDOWNS - - TYP. HUD5 FLOOR TO FLOOR tD r HOLDOWNS d ° =N z 1 °° 2'-4" 51/1/ LO ! 18'-6" - W N O 51/211 _ r M �N ,N MASTER i1\1"] v _ Los � n V �o FAN BATH 2 474 0 O ® O 00 O W CV J O O0 O 3' �. Cf) W � - 23'-1" _ rn co 51/2" 1/Z11 M v, \ LO W f� o CO RAILING "' `c0� ry 0 H v) LL J WOOD Cj) -- BALCONY o _ -1 p 00. M Q U BEDROOM #1 = V-0"CLG HT W LL M zO TYP. HUD5 J �/� CV `� WFLOOR TO O p FLOOR I HOLDOWNS ~ O V 5'-9" 3'-0" 6'-0" 3'-0" 3'-0" 0) 18'-6" 4'-7" 51/" 51/" .7� DECK CONST TW3052 AFC255 AFC255 -1 M _ ltd O 2'-6" Ezll s Cfl 5'-0" 4'-1'/z'51/211 51/211 C _ c � CD 04 'CD a c v r ti C = U O f0 CL C TYP.HUD5 U � — ; FLOOR TO N Z O '— N Open O to FLOOR +, Q- O V c� O below - WALK-IN HOLDOWNS m 5 C c O 3 N 1 ,.-. Ort.., V + O BEDROOM #4 _N -N M CLOSET C.0 r ° 9'-0"CLG HT j (U d V-0"CLG HT r C ch c O ; O 1P 00 00 __________._ .____ _ ------ o a TYP.HUD5 - M w M f— Q. U n3 O Cr FLOOR TO 15'-2" 17'-10" 4'-0" FLOOR HOLDOWNS 51/2" _ 091-011 6'-2" o o UTILITY M Cn M ROOMCq - O41-011 9'-0"CLG HT M - VENT CLOTHES DRYER - O i_ j D IN ACCORDANCE WITH N N CHAPTER15-CLOTHES �- 5'-O" � DYERS EXHAUST. N M Guardrail PROVIDE WATER-PROOF N 3'_Q° pa __ ___, _ FAN PAN WITH CURB&DRAIN &--4 stud corner X6 :IT FAN - HALL POST ' 6'-21/ ' ' 8'-0" Mo ® Cfl "-----° 9'-0"CLG HT ; M Simpson HDU5 N bown 311" WALK-Ili- 3/" 51/2" with 14-Simpson ¢ 'd- Q ; ' ; ; Guardrail , tair SDS 1/4"x2-1/2" C] W wood screws ad r it _ N �- O 0 0 '�� o N Threaded Rod with Nuts -- --• ; ; N N N _ o FLOTYP HUD5 z o FLOOR TO (A Finger Tight plus 1/2 turn ------------- ----- ' � 31-011 FLOOR w W ¢ . t � " � � � � � � � � _________ to � HOEDOWNS m W with a wrench 3-0 J O cn TYP.HUD5 a, _ _ FLOOR TO `y _ S O 4'-61/2' ~ > U Typcial floor system FLOOR im WALK-IN m 3 O c� HOEDOWNS ; CLOSET N = 6'-6" 1'-8" 5'-10" 1 ' " i --- Simpson HDU5 " --- P o o T r- • with 14-Simpson 0 - o s SDS 1/4"x2-1/2" O D - wood screws BEDROOM #2 0 CD BEDROOM #3 -N 1 d' 12 iY) ch 9'-0"CLG HT M H R F 9'-0"CLG HT , O ST. Open t0 DECK DET _ eM- TYPICAL TIE DOWN below DWG-12 b CD BETWEEN 1ST & 2ND FLOOR r, co O DECK DET ` CNT1 nts DWG-12LL. 14'-0 14'-0"7 " _ E...� '] N �• l 31/21' 3,/2 51/2" L .1 v ------------------ TW3052 TW3052 DHP1052 DHP1052 TW3052 TW3052 _TYP.HUD5 > M DHP3052 FLOOR TO RTO r`1 M FLOF1 ® FLOOR TO FLOOR HOLDOWNS;-,, MULLED FLOOR b WINDOWS, FWH, FWG DOORS AS FOLLOWS; SIMPSON HDU5 HOLDOWNS WITH HOEDOWNS g'-1" PLATE HEIGHT �,.� 'x0 CD Plans indicate ANDERSEN series 400 DH 2446 2446 5/8 ANCHORS. PROVIDE AT ALL IN IN (� 2446 2ND FLOOR PLAN �/ o M 4.0 CS model numbers and shall be installed as per BUILDING CORNERS A DORMER DORMER B IN `° P4 manufacturers specifications for 120 MPH Zone. SEE DETAIL THIS PAGE 11 DORMER SCALE: 1/4" = 1'-0" Provide HP LOW-E4 glass. 11 Use the Plywood panels as detailed on AREA SCHEDULE NAME AREA �' � Drawing -1, OR use the 5'-6" 3'-6" 3'-111/Z' '- " '- 171m61/211 '- " " '- " 31-611 `- 70 76/2 70 3-11 /2 36 � '• A � High Impact resistant glass in all windows2nd FLoor Area 2170 sq ft. rcR (� tm- a exteriorand Sett TOPOF WINDOWSI@ 7'-10-1/2" TYP 9'-0" 37'-0" 7'_p" c p k REFER TO DWG-8 FOR �'�. 190A 0�' 53-0„ ROOF & CEILING FRAMING .�0r jell C 11 —� POST LVL 3-2x8 ' Zw I w •. FLOOR JOISTS = - -- - - - - - - - - - - - - - - - - - - - - - - J uiJmn TJI 560-11-7/8"-Floor Joists 12" oc I rr Vnn o UNDER MASTER BATHROOM I Ix M R-38 INSULATION O W = I v r , — - _ (2) 1_3/4"x11.7/8" LVL FLUSH U — - — - — - _ - POST POST _ ■ LVL ABOVE w W TJI 560-11-7/8"-Floor Joists (d16" oc I w Q U R-38 INSULATION = J c co W x I r O X X CANTILEVERED-�'�r i M I M (n DECK ABOVE I v 14'-4" RADIUS rr�) ' < V 2x10 P.T. I I DECK JSTS 16" oc � 0y W SIMPSON 1-12A @ 14'-0" LENGHTS I Q EACH DECK JOIST % , w TO STUD ( 2 W - - - D U j 11' 00 (2) 1-3/4"x11-7/8" LVL FLUSH I ° Q 2-2x8c, - - - - - - - - - - - - - - - - - - - - --®- - - - - .� % POST POST x I (2) 1_3/4"x11.7/8" LVL FLUSH- — - - — - — ABOVEv `ti FOT , POST 2-2X8 POSLVLT 3-2X8 3-2X8 3-2X8 LVL T ------ o ----------------- 6 , LVL N 00 LINE OF0 POST O 0) -a O WALL c O c c `t X !�� _ ( L�L N v =O CON N ABOVE , J� N — a N a' I o ,� --dX I TJI 560-11-7/ "- loot oists 16" C Zx C I N o IV w c c_ aA O U O (0 IP. I + M ' x 0X0 11 I .cmQmU co CYN �-. I N I U ` (n c 0 3 M N I w 0 O O) «r r`• O �1 t0 C CDC fn :«r HATCH INDICATES POST POST I I I ( V) En — c AREA OF FLOOR TO LVL LVL (2) 1-3/4"x11-7/8" LVL FLUSH I a�oi s c o BE BUILT UP ASREQ'D - - - - - - - - - - - - - - - - - - - - ' 2x6Rafters 1 "oc WITH 2X JOISTS TO CT g j ` �- U o o -� 2x4 cl sts 1 "oc ALIGN WITH THE TOP BEARING J W I I THE TJI FLOOR JOISTSWALL TJI 560-11-7/8"-Floor Joists 16" OC ,TJI 560-11-7/8"-Floor Joists (a)- 16— _ -' BEARING x W I I WALLco N BEARING a l I WALL----.. 04 �+e (2)1-3/4"x11-7/8"LVL FLUSH `-' r i X (2)1-3/4"x11-7/8"LVL FLUSH — — �j y�o IN ` - -- ST _M LVL LVLT 2-2X8 co' N tN TJI 560-11-7/8"-Floor Joists 16 " OC `x � , LCD VL T--_- (2)1-3/4`x11-718"LVL FLUSH — _ — _ X — — N � � M ` w Io H TJI 560-11-7 "-Floor Joists 16" OC I TJI 560-11-7 "-Floor Joists 16" OC �' Z 2-2x8 - -------- 72-2x8 w o m w � 31i TJ TJI 560-11-7/8"-Floor Joists 16" OC --- -- -- 0 ; o w v POST BEARING 0 U) BEARING P(OST - ---- LVL WALL ' 2-2x8 WALL LWL - ------ J I 2x8 DECK - , JOISTS @ 16"oc N RIPPED-SEE � w � DETAIL ; ; ¢I , � � X DWG-12 Y' 2x8 DECK ,TJI 560-11-7/8"-Floor Joists a. 16� ' OC I � � I M ; (✓� wI JOISTS @ 16"oc C� M oRIPPED-SEE ' '_ r ; DETAIL coI c i'I ,TJ 1560-11-7/8"-Floor Joists a- 16" OC aI DWG-12 X ` — ---------------- -} ' O N , ! r:1 fV N I F1 M V�(L T LVLT 2x6 Rafters 16"oc I I E"� pi r; N 2x4 clg jsts 16"oc I - _------ 2-2x8 2-2x8 2-2x8 2-2x8 I 'Q+ u CA 2x6 Rafters 16"oc 2-2x8 ¢ I W �-+ O w 2x4 cig jsts 16"oc z I ¢ = UJ to W LU N io o I w W � � c� l a ! O�� In Q N o I I ® � x' 7:1 xi U O -+" / (6 LA ` K Cj •- i-r I cq x I �' 2 - 2x10 P.T. DECK HEADER to It ' N I I ' I N , N N 2 - 2x10 P.T. DECK HEADR o E _ _ .� _ _ _ _ _ _ _ �_ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ � _ _ _ _ _ _ _ �_ _ _ _ _ _ � v'- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - y f 2ND FLOOR FRAMING PLAN '' SCALE: 1/4" = 1'-0" A 11 11 C 11 2-2x8 - - - - 0 cfl Z dQ W coX N 2x10 RAFTERS na 16"oc V 2x4 COLLAR TIES @ 16" oc O N 2x10 CEILING JOISTS @ 16" o.c. W N N U U N N 0 (D 1 REVERSE GABLE FRAME I W ' OVER WITH 2X4 RR @ 24" oc HDR OST U TOP OF LVL BELOW ( C1 � .. �ry0 cfl a o V) Q + . I W W ' � C� . Ir- � 2x12 Ridge I— � O CONT. RIDGE VENT N a ' w U) X LU UJI F-wl F � O to CL W �,C14 F- LL I goy Q U LU r,\ �� O� X O N J Ch W N X (� M W N � I N W Q N i UO Z Chimneys shall extend at least 2 feet higher 1 I N o0 than any portion of a building within 10 feet, 1 Z x = W Z 2x10 RAFTERS 16"oc X ' N J highest but 1pointbe less than 3 feet above whe a the chimney passes e @ M I N U 2x4 COLLAR TIES 16" oc ' through the roof (R1001.6) @ HD TO TOP 2x10 CEILING JOISTS 16" o.c. Po T OF VL BELOW " RAFTER N —� BEARING WALL POST U O LVL 2-2X8 -11N 2-2x8 3-2x8 3-2x8 I 2-2x10 E ROOF .� �, o � c rn -a o DECK BELOW C O C 0 -.a- I v co ai C ° n p + ' O N A. � U O v — — — — O cn +-% C LU U U '^'N C C a-0 L) v �-? CHIMNEY �. .' I ° O O ° CRICKET �._; O O I - (n _ L CL N U U - cricket ° � Zfl I C° � ° 0 wJIt- ' _o � oc3 v LL J !E q)-5 Z ° U O C N � W H I H Ems.. C co c cD � .c cn ` � E- X � O O w � I o O N 11 .c � � c0oZ 3 U- I BEARING X O F-- n_ o cr CD 0 ¢ `S o I (D WALL N U O z Z o I z —� O () J J O 0 `� J J W X WLU X N N Uo N N f/ �ry0 2x12 RIDGE U CONT. RIDGE VENT N X X �1,}� X X O rp 00 2x12 RIDGE N N N N N CONT. RIDGE VENT EARING WALL I JOIST I D ID -0"SOFFIT 6X6 SOLF2_2 RLVL �--C� D.POST __ Z-2X81 - - - - - - - - — — _- -- — - — - - - - - FLUSH Cpw CONT. RIDGE VENT = (3) 1-3/4"x11-7/8" LVL 2x12 RIDGE \ / U) WODO __ f- I O `— ' 6X6 SOLID W IY v N @ � i bBOUF TME I LVL POST I I I V' ° I 1 U- J � I�� Nfl I O W CV W :PULL ON, ' Z_ N O i i i --I I O d d Z En \ U � � , \ N �, (n BEARI G_:'_ a W WALL -I I � ; I \. I I � \ I XO W U c� '/ (2) 1- /4"x 911/2 �VL kLUSH ui N z I - ------ -- - — - -2-2X8 2-2X8 -� N -' -2x6 o --------- 1— -I�— - -2x6 FMSTT- - - - v0 LU cn U 11 1 11 1V1, U (3 r I 11 Zfl --------- ( BEARING o l I I -- -, -- I I ci I I I I WALL N 2-2x8 I I I I ICU ---!----- I I I Cn Iz ZZ Z - I I O W ---T--'--- I I I� �•'r > /"DI I I I I N I I I I I 113 W LU DECK III I cn Q W o BEOW 12 0 I I I I I -' I I I cn I I W uj� °X° o N DECK x I I I I I X I I I I I z I I I I BEOW z O O I I N I I I I w 0Xo �-- —► N L L. ._ I_ J J L }. _ I_ J co L ` N O I, I r •, W 3-2x8 3-2x8 3-2x10 3-2x8 3-2x8 �I 0 ---e. — – M bA00 ,a Gutters & Leaders \TYP. ROOF DORMER FRAMING: �i as Req'd Typical A B 2X4 RR @ 16" oc not shown 2X4 CJ @ 16" oc 11 11 2X4 CT @ 16" oc °� yam. 'tiNCa sized by contractor 2X6 RIDGE BOARD Ir solo ROOF & CEILING FRAMING PLAN or '�Qw 0io AO ROOF PLAN „ . SCALE: 1/4" = 1'-0" SCALE: 1/4" = V-0" CONT. RIDGE VENT Chimneys shall extend at least 2 feet higher 12 than any portion of a building within 10 feet, - 7 6" but shall not be less than 3 feet above the c14 10'-0" " highest point where the chimney passes sc A v through the roof(R1001.6) Wood Framed . Chimney Gutters & Leaders 12 DECORATIV as Req'd Typical E HA Not Shown, sized 7 � HALF ROUND VENT -L LJJIII 111 11 1 1 11 1 by contractor TOP OF PLATE O _ Gutters & Leaders W ,- as Req'd Typical U U Not Shown, sized by contractor W 1° W TOP OF SUBFLOOR _ - r.— 1 11 Ad TOP OF PLATE GUTTER O - - - - U) 1. A 1.j QU W IL dC z � W M U —� TOP OF SUBFLOOR1 16 LL -' TOP OF FOUNDATION N J I I I I I I I I I I I I I E I LEFT ELEVATION I I I I I l I r ' _ ' , I r ' _ ' I C a tm C CL J I _ J m � � U I SCALE: 1 /4" = V-0" I I , l I I I I L tm_ I I I I I I I I N °?.N CT C O D O N k O o +- O cn :3C O) TOP OF FOOTING CL a? O � � «- T O .� CM U �`. O L 0 0 0 .N CONT. RIDGE VENT o C n .c U) ,= H ;vaC � c� ov- I 31A 12 12 12 a CONT. RIDGE VENT 12 12 12 `' D� s"FASCIA&RAKE CONT. RIDGE VENT 8"OVERHANG& BEADED VENTED SOFFIT 1I11/16 .1.. IS/16 1� 21/32 DRIP CAP 1 7116 Gutters & Leaders AZM-197 as Req'd Typical 1-5/8''X11/16'X16' Not Shown, sized HISTORIC SILL by contractor AZM-6930 _ EQUAL EQUAL 3'-85/" EQUAL EQUAL 1.9/4"X 2-1/32'X 16' TOP OF PLATE C:) W N O Drip cap U) � � Q CV W m W LLJ � M TA IT 1 U W U CD N Typ. Andersen Window O � cn Refer to plans for co sizes. wd- 5/4 X 4 NOM (grilles not shown) AZEK TOP OF SUBFLOOR TOP OF PLATE V M� Applied "AZEK" 1" sill Historical Sill ® � N overhang �- � � typ ea. sideTT TYP. EXT. CASING < �: MIs ;4 � � BEE. I t ALL EXT. TRIM IS SCALE: 112" = 1'-0" TOP OF SUBFLOOR- — -7-7777 wM � � o "AZEK" OR EQUAL TOP OF FOUNDATION - — ® ^ CZ ,.= h� ct k "DP4 TYPICAL FOUNDATION HEIGHT PER TABLE R404 z ' 9'-0" High Foundation Wall In accordance with chapter 4 � I I I I I I I I I I I) I I I I I I I I I ������� O J of New York State Code. BASED ON TABLE R404.1.1(5) Maximum backfill Heighlt @ 7'-0" feet: use -I r ' — ' I r'— " -I r' —' -I r ' — ' 'II r ' — ' -I `U) A r ' — ' -i �" t �; , 0) A. 8" poured concrete wall on 16" x 8" Concrete wall footing, = I I — — — _ _ _ _ OR Zo ;j I I FRONT ELEVATION B. Maximum backfill Height @ 8 feet: use I I I I I I @ on center max. TOP OF FOOTING 01900113 8" poured concrete wall on 16" x 8" Concrete wall footing, n + ++ of With #5 Rebars vertical 41 " tTOP OF LAB I I I — — — — — — — — SCALE: 11 /4 = 1 -0 o�N I I I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ES y . I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —L I — — — — — — -L( — — — — 1^ r RR Z 12 12lill Ill Hill 1111 11 1 W V {J TOP OF PLATE W e U to p l'\ 11-011 + {\ W L. .. TOP OF SUBFLL OOR O TOP OF PLATE - U Gutters & Leaders as Req'd Typical Not Shown, sized <C U by contractor W Hill 11111111 1 S W TOP OF SUBFLOOR C' -_U <_ - - - - - - - TOP OF FOUNDATION 11 1 1 1 '-t----,MASONRY PATIO ON GRADE AS REQUIRED I I I I I I I I I I E o I I I I Landing @ Stairway is NOT required: I 1 I I I o 0 ° C When a stairway of (3) or fewer REAR ELEVATION ° z' Cl risers is located on the exterior �' �� n I I I I I I I I I � a0 .gc�aQ, � ,c SCALE. 1 /4 = 1 -0 side of a door, Other than the o •= N a I I I I required exit door. I I I I I I CU ° ° Z 0 - a� y I I I I I I I I I I W . 02 TOP OF FOOTING _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � O F-�, W .O O 4-- - - - - [' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -� �— - - - - - - - - - - -t - - - - - - - 5- - - ,,... a, � z0 L ° C C .N O CU C: c to ° 6 c E o co c°i0 `Qa- CONT. RIDGE VENT 11 6 ASPHALT SHINGLES 12 11 77 �\ry 7 --1�36'1 D IVEI 1 7.1'-0 TOP OF PLATE d' D — - - - N O d Z � W D Q m W O U) LLI W LL °' O it I u GUTTER Gutters & Leaders 1 TOP OF SUBFLOOR as Req'd Typical — - - - -TOP OF PLATE T TF 00❑ � a � oaa oo❑ oaa ooaaI I F 00❑ EIEI0 FIFID FIFO C1[:]C� EIF-1 w z M TOP OF SUBFLOORo4 M r O TOP OF FOUNDATION � - - - C) � � N ® rl LLH HILJH .11 11 LJ LJ HUU ^ k ITI� CA O cc r _ - , I RIGHT ELEVATION g - L — J L — J L — J 1 L — J L — J I I a I" I 1 SCALE: 1 /4" = V-0" I Nom_ LID I I I I < ^ or,poia CoQ -I 1— - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1I OP OF TOP OF FOOTING AB - — - CONTINUOUS RIDGE VENT '""--- —RIDGE BOARD CONTINUOUS RIDGE VENT Ice and Water Shield consisting of 2-layers of underlayment cement ad RIDGE BOARD together or of a self-adhering 2x4 CT @ 16" oc polymer modified bitumen sheet, Z shall extend from the eave's ed g 12 to a point at least 24 inches insid W 7 7 12 " the EXTERIOR wall line of the B ilding. 2X10 RR @ 16 oc 2x4 CT @ 16oc 2X8 RR @ 16" oc r n R-38C BATT V INSULATION O TOP OF'PLATE TOP OF PLATE — - - _ R-21 BATT '"u SEE DETAIL R-38C BATT INSULATION UU THIS PAGE INSULATION Z ® ® LVL BEAM 12 W in 18.5 0 IT I, v� 0 TIF W o o J I — - r TOP OF SUBFLOOR r- O _TQP OF SUBFLOOR — _ TOP OF'PLATE TOP OF PLATE - — ) l 1 U Flush LVL Flush LVL R-38C BATT QU INSULATION W nflflflmnI C r- SOLID BLOCKING I III � 00I AT MIDSPAN O Q TJI FLOOR @�PARAGE WALLS i -� W = JolsTs - - 3 CAR GARAGE U —J co a �— r'TOP OF SUBFLOOR TOP OF SUBFLOOR < .� TOP OF IFOUNDATION TOP OF FOUNDATION ° ° Qe NP.GARAGE SLAB a R-38C BATT PITCH TO DOORS o. INSULATIONE<` ' D•. 41 UNFINISHED 41 o 4o n. ° BASEMENT in b� n _ �. SECTION C � 0M � Bottom of TYPICAL ROOF CONSTRUCTION o c 0 .o In Footing to fasteners as per WFCM 2001 for = m N _a 11 a, — - Class A Anc�itectural Roof Shingles w/ n U Y be 36 below/ °F NP.BASEMENT SLAB one and two family dwellings. a ` mo o 3 SCALE: 1 /4" = 1 ' 0" ° TOP OF FOOTING TOP OF FOOTING ROOF, WALL AND FOUNDATION Ice&Water barrier as per NYS code o � o " c °,- Grade Minimum o — - - — — - - — section R905. y-- n` N STRAPPING DETAILS Note: Double underlayment is required 'D RIDGE BOARD REFER TO DWGS1-3, ( y q m e »-� C Cn for Roof slopes between 2 on 12 and 4 on 12) in '� o C WFCM MANUAL Framing As per plans with 1/2"exterior Z 0 "0 L_ = AND NYS CODE grade, span rated structural plywood Sheathing, ~ �"— U M o Cr SECTION -' Nail to framing in accordance with RCNYS, WFCM and Fastener Schedule &Strapping detail sheet(s). Flush LVL Header SCALE: 1 /4" — 1 '-0" pp g '•- Ice and Water Shield consisting of TYPICAL SOFFIT CONSTRUCTION. Metal strapping over beam ROOF, WALL AND FOUNDATION 2-layers of underlayment cemented 12 2x4 CT @ 16" oc 12"overhangs-typical tied to each joist w/ 7-8d STRAPPING DETAILS together or of a self-adhering 7 1x8"Wood fascia & 1x8"Wood rake boards. 9 9 1x frieze boards, 1x sub-rake boards per elevations. nails in each joist and 2 on REFER TO DWGS1-3, polymer modified bitumen sheet, "azek"or equal, metal drip edge LVL WFCM MANUAL shall extend from the eave's edge Continuously vented beaded Azek Soffits AND NYS CODE to a point at least 24 inches inside TYPICAL EXTERIOR WALL Simspon structural Hanger the EXTERIOR wall line of the Building. R-38C BATT 2x6 Doug-Fir Wood Studs @ 16"oc. (n each ceiling joist INSULATION Double top Plate and Single Sole Plate. (not shown) 1/2" exterior Grade-Span Rated TOP OF PLATE Continuous Structural plywood Sheathing. Fastened per Fastener schedule drawing. FLUSH LVL BETWEEN KITCHEN & LIVING ROOM tyvec House Wrap or equal. NTS Siding as per clients selection d installed per manuf specs and RCNYS. N W — uplift Strapping installed in accordance with f- ® ® ® WFCM 2001 manual and drawings. z TYPICAL FLOOR CONSTRUCTION W Q 3/4" Plywood Span Rated Subfloor, M W II I W O � J Glued and Nailed in Q accordance with the fastener schedule. U W U TJI FLOOR TJI FLOO Floor joists and Bridging as per Code. O U) Flush LVL JOISTS '!I JOISTSFlush LVL INSULATION SCHEDULE TOP of SUBFLOOR Location R-value Thickness — _ ��'�'� Flat Clg R-38c 10-1/4" Z — - TOP OF PLATE Vaulted Clg R-30c 8-1/4" Mei Floor(unheated space) R-38c 10-1/4" Floor(outside air) R-38c 10-1/4" R-38C BATT--,--/ M Exterior 2x6 walls R-21 5-1/1" INSULATION _ Exterior 2x4 walls R-15 3-1/2" Beaded Soffit on ® ® All Glazing U= .32 Furring strips Doors-less than 50% glazing U = .40 Door-more than 50% glazing U = .320'3 w N INTERIOR WALL FINISH la.,w, r- 6:a , Provide 1/2" Gypsum Wall Board on ceilings �61rr l� "-GA TJI FLOG and walls except basement walls& clgs and unless `./ i o JOISTSIE noted. Min 1/2 Moisture Resistant Wall Board on W 08 +I — - - _ Ceiling and all walls in Bathrooms (humid areas) 1-4 TOP OF SUBFLOOR and 5/8" cement board on walls and ceilings in wet areas./ H Cd Provide Fire Rated gypsum wall wall Board located Mil MTI � .> M,-�-�1 4 '42 — - TOP OF FOUNDATION as per code, manufacturers requirements and drawings. 00 w •� t� .fl C GARAGE! S - co °° ° ° TYPICAL FOUNDATION o0 -t3 ° R-38C BATT ° In accordance with chapter 4 of New York State Code. ® x o INSULATION 8"Poured Concrete Wall with 2-#5 Bars Top D A " Of Wall on 16"x 8" Poured Concrete Wall Footing ca N 4;' U Flush LVL with 2-#5 Bars continuous in Footing, 2-2 x 6 ACQ ° °t o z sill plates, Sill seal, Copper Termite Shield. g UNFINISHED All foundation walls to extend to virgin soil and be r . CL o� BASEMENT o� full height walls or step footings 1V-2H per code. ,9011) SECTION _ ® Bottom of a: 4;' Footing to d -°° TOP OF SLAB � be 36" below .° TYP.BASEMENT SLAB a�° �OF N��N� �� 11 — ^ TOP OF FOOTING — - _ — °. SECTION - A SCALE: 1/4 = 1 -0 Grade Minimum a o , SCALE: 1 /4" = 1 '-0" 2X LEDGER ONE SIZE LARGER THAN RAFTER W/1/2"LAG SCREWS PER STUD @ 16"oc SIMPSON LSSU SLOPED JOIST HANGER @ EACH RAFTER TYPICAL 36"HIGH RAILING SYSTEM TYP.DECK NAILER: SEE DETAIL ON DWG-2 WOOD DECKING ON TOP OF SIMPSON STRUCTURAL `DUCK"BOARDS RIPPED TO HANGER AT EACH JOIST PROVIDE A LEVEL TOP SURFACE 36"HIGH RAILING SYSTEM ■. EPDM ROOFING FULLY ADHERED TO I Nt1 , ' 5/8"EXT.PLYWD SHEATHING WOOD DECKING ON TOP OF TYP.ROOF CONST. W "DUCK"BOARDS RIPPED TO 2X8 DECK JOISTS RIPPED TO SLOPE PROVIDE A LEVEL TOP SURFACE SIMPSON H2.5 DOWN TO GUTTER TOP OF SUBFLOOR EA. RAFTER TO EPDM ROOFING FULLY ADHERED TO HEADER � ' J GUTTER TO LEADERS — - - — 5/8"EXT.PLYWD SHEATHING �� TOP OF PLATE 2X10 DECK JOISTS RIPPED TO SLOPE F1 1-1/4"x 20 GA ; O DOWN TO 8" GALVANIZED STRAP THOUGH COLUMN,NAIL ; W GUTTER TO LEADERS TO TOP HEADER AND ' 1x10 FASCIA � ----- BOTTOM GIRDER WITH ; V 2x10 LAG BOLT TO HDR AT 241N.ON CENTER AT 1-12A AT EACH JOIST (5)SD NAILS MIN. ' AND TECO EACH JOIST TO STUD Z SIMPSON H-2 AT EACH JOIST � nNnnnnnn)n nnnnnnn ' . ■ WRAP PORCH HEADER IN AZEK 2-2X8 JOISTS 16"ON CENTER -- - - — W r , STRUCTURAL BEADED PORCH SOFFITPORCH COLUMN , C 1x10 FASCIA V � 3-1/2„ x 11-7/8�� LVL Flush SEE PLANS FOR SIZES , i AZEK BEADED SOFFIT WITH v J 1”CONTINUOUS SCREENED = W i VENT BREAKFAST PORCH NOOK O TYP.DECK ' U SEE PLAN FOR SIZE TYPICAL DECK CONST. TOP OF SUBFLOOR U — - - — i • TOP OF FOUNDATION e g SIMPSON H2.5 @ 1 , ' •a° EACH JOIST TO GIRDER W �.o UNFINISHED SIMPSON BCS POST .o. U TYP. DECK NAILER: - � p _"t CAP @EACH GIRDER TO JOIST •o• SEE DETAIL ON DWG-2 BASEMEN �-- SIMPSON STRUCTURAL P.T.POST -- SIMPSON ABU STAND OFF HANGER AT EACH JOIST POST BASE WITH 1/2"ANCHOR BOLT INTO DECK PIER-REFER TO 41 FOUNDATION PLAN FOR SIZE G=3 SECTION - D - - - - a 4 EXTERIOR WATER-PROOFED ROOF-DECK DETAIL C o c' IQ c `C ABOVE PORCH SCALE: 1/4" = 1'-0" TYPICAL PORCH STRAPPING FOR HOLLOW COLUMN o - CM SECTION - E U = C U O � Q. 5 ,C O N 'y ... rn N NTS DETAIL FOR STRAPPING PURPOSES ONLY, REFER TO M " °.Z o - 0 --.- = 0 CD0 �� o SCALE: 1/4" = 1 i-On PLANS FOR ACTUAL CONSTRUCTION MATERIALS AND DIMENSIONS. ` v, O -5 3 L O O Z 0 0 o � � C Ln (n Cn U) c ADDTIONAL STRUCTURAL STEEL : 1/2" DIA. BOLTS W/ NUTS & .� o -0 " WASHERS. STAGGERED OF BEAM ~ U M O a- 1. ALL STRUCTURAL STEEL SHALL BE A-36 STEEL CONFORMING TO ASTM TOP & BOTTOM. (TYP.) 1211 12" 2" SPECIFICATIONS. AFFIDAVIT TO BE FILED WITH BUILDING DEPARTMENT UPON O.C. 0.C. 1_1/2" Fasten S-inches REQUEST. on center into an N membrane Field weld approved structural surface 2. ALL STRUCTURAL STEEL FABRICATION, ERECTION, AND CONNECTIONS SHALL f 2x (SEE FRAMING PLAN — — — — — — FOR ADDITIONAL vinyl-coated CONFORM TO LATEST AISC STANDARDS AND SPECIFICATIONS TYPE 2 INFORMATION) + metal drip adhesive ,.. _ edge with CONSTRUCTION EXCEPT AS NOTED. (Note 2) - - skirt + 3. ALL FIELD CONNECTIONS TO BE 3/4"o MACHINE BOLTS UNLESS INDICATED '--,-----,STEEL PLATE. (SEE N FRAMING PLAN FOR Approved OTHERWISE. ALL BOLTS TO BEA-325 FRICTION TYPE. CONNECTIONS SHALL BE substrate caulk or strip mastic PER TYPE 1 CONSTRUCTION PER AISC FOR PORTAL FRAMES AND SHALL BE ADDITIONAL 2 ADDITIONAL BOLTS (Note 4) + d' o INFORMATION) LIJ DETAILED TO DEVELOP AT LEAST FULL ALLOWABLE MOVEMENT AND SHEAR FOR 10" & 12" BEAMS N O see Note 3 d• Z CAPACITY. ALL REMAINING STEEL TO HAVE TYPE 2 CONNECTIONS. A-307 Q BOLTS MAY BE USED FOR MINOR CONNECTIONS WHEN ACCEPTABLE TO ENGINEER. BEAM SECTION BEAM ELEVATION W Note 1: An overlap of I I/2-Inches will be required between sections 03 o O (n J 4. THE STRUCTURAL STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS TO of vinyl-coated metal. A bead of caulk is required at each > Q 0 overlap. � Lu (U THE ENGINEER FOR APPROVAL. ERECTION OF STRUCTURAL STEEL SHALL NOT Note 2: For approved adhesives refer to the Adhered PROCEED UNTIL THE SHOP DRAWINGS HAVE BEEN APPROVED. TYPICAL FLITCH PLATE Roofing System specification. 5. ALL WELDING SHALL CONFORM TO AISC AND AWS SPECIFICATIONS. Note 3: For adhered installations a cleat must be installed on all BOLTING PATTERNS vinyl-coated metal drip edge and must be fastened 6-inches r h 6. STEEL ENCASED IN CONCRETE SHALL NOT BE PAINTED. ALL STEEL SURFACES on center into an approved structural surface. NOT' IN CONTACT WITH CONCRETE SHALL RECEIVE ONE SHOP COAT OF SCALE:N.T.S. Note 4: For substrate options see the Adhered le-� APPIROVED PAINT, AND AFTER ERECTION, ONE FIELD COAT.OMIT PRIMER Roofing System specification. PAINT AT LOCATION OF FIELD WELDS AND HIGH STRENGTH BOLTA. THESE OF BEAM Note 5: A wood nailer is required if I-inch of insulation or greater is used. Top of wood nailer to be flush with top of insulation. cV AREAS SHALL RECEIVE TWO COATS ONCE CONNECTIONS HAVE BEEN COMPLETED. s s s s s s " Fasteners used to attach wood nailers shall be spaced no t- greater than IS-inches on center. 7. NO BEAMS OR COLUMNS SHALL BE CUT BY THE PLUMBING OR AIR4d [T�, ; a CONDITIONING CONTRACTORS WITHOUT APPROVAL OF THE ENGINEER. 8. THE STRUCTURE SHALL BE PROPERLY GUYED AND BRACED AT ALLL TIMES. •� M 9. GROUT UNDER ALL COLUMN AND BEAM BEARING PLATES. GROUT SHALL BE •� r o :� NONI-SHRINK, PROPAK OR EQUAL. 0 w 10. PROVIDE LOOSE LINTELS AS REQUIRED FOR OPENINGS IN MASONRY WALLS 2ADDITIONALBOLTS `r IRE L' AND PARTITIONS. FOR 10"&12"BEAMS 11. PROVIDE HOLES IN SHOP FOR BOLTED BLOCKING, PIPE PENETRATIONS, ETC. BEAM E L EV,AT I O N BOLT SPACING DETAILS SHALL BE SHOWN ON SHOP DRAWINGS FOR REVIEW BY ENGINEER. SIZE(d) (S) 12. BEAM WEB STIFFENERS SHALL BE PROVIDED AT POINTS OF REACTIONS, �c� 0'g")JO A�Q AND WHERE STEEL COLUMNS FROM ABOVE OCCUR. FLITCH PLATE DETAIL 1/2" 12" `� Nc