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HomeMy WebLinkAbout31200-Z FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-31812 Date: 09/14/06 THIS CERTIFIES that the building ADDITIONS ALTERATIONS Location of Property: 230 HIPPODROME DR SOUTHOLD (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 66 Block 2 Lot 25 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 7, 2005 pursuant to which Building Permit No. 31200-Z dated JUNE 14, 2005 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 ADDITIONS & ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR. The certificate is issued to JEANNE P PINTO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. 2083916 08/21/06 PLUMBERS CERTIFICATION DATED 08/14/06 STEVEN BEGNI th ized Signature Rev. 1/81 l � Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT 6 TOWN HALL 765-1802 Trl' ti'JL� 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 I% 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. 0210 6 i New Construction: Old or Pre-existing Building: (check one) r Location of Property: 230 �Pd �2o M,� ff,9 J G G 7— o House No. Street Hamlet Owner or Owners of Property: Ja ) A."ME PIN T,0 Suffolk County Tax Map No 1000, Section �p (o Block 497— Lot Z S Subdivision Filed Map. Lot: Permit No. 3 1200 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant a ore �o t13. c6 � 3 is 1 � FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31200 Z Date JUNE 14 , 2005 Permission is hereby granted to: JEANNE P PINTO 72 HILLAIR CIRCLE WHITE PLAINS,NY 10605 for ADDITIONS AND ALTERATIONS TO AN EXISTING SINGLE FAMILY DWELLING AS APPLIED FOR at premises located at 230 HIPPODROME DR SOUTHOLD County Tax Map No. 473889 Section 066 Block 0002 Lot No. 025 pursuant to application dated JUNE 7, 2005 and approved by the Building Inspector to expire on DECEMBER . 14, 2006 . Fee $ 763 . 80 ori zed- ure ORIGINAL Rev. 5/8/02 5O �Pcnr�rJ�r�r1rJ�rJillrc;U regirojir0irJ !M'WErenrJcnr�rJcP� ncPenrPrlrJ�rJ�r�rJrJrJ�rJrJrJiJrJ@Pc�en�rcnenen/Pr nrJ�rJ�rl�PcP�nr�rlrJrJ� o 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 TY BUREAU 40 FULTTON STSTREET C NEW YORK, NY 10038 3 5 CERTIFIES THAT 5 5 Upon the application of upon premises owned by 5 5 JAMES J. HOLOLOB MR AND MRS PINTOS 124 MAIN ST 230 HIPPODROME DR 5 ee55 YAPHANK, NY 11980, 250'W/O ASHAMOMAQUE 5 SOUTHOLD, NY 11971 C5 Located at 230 HIPPODROME DR 250'W/O ASHAMOMAQUE SOUTHOLD, NY 11971 Application Number: 2083916 Certificate Number: 2083916 5 Section: Block: Lot: Building Permit: BDC: nsl1 �5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of S electrical devices and wiring, described below, located in/on the premises at: �S 5 First Floor,Second Floor,Outside,Attic, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed r5j S herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of August,2006. Name OTY Rate Ratine Circuit Type �e 5 5 Alarm and Emergency Equipment 7 Sensor 2 0 Carbon Monoxide 5 5 Sensor 6 0 Smoke 5 5 Appliances and Accessories 5 Range 1 0 50 Amps 5 Dish Washer 1 0 1.2 KW 5 5 Exhaust Fan 2 0 F.H.P. 55 Hydro Massage Tub(Therapeutic) 1 0 S Air Conditioner 1 0 60.000 BTU 5 5 Air Conditioner 1 0 36.000 BTU 5 5 Wiring and Devices c C Outlet 42 0 Fixture 5 5 Fixture 41 0 Incandescent 5 Fixture 1 0 Fluorescent 5 Outlet 80 0 General Purpose 5 C5� Receptacle 47 0 General Purpose 5 5 5 Switch 44 0 General Purpose seal L5 Dimmers 19 0 lj 5 Continued on Next Page I of 2 5 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 D rJ'r1rJ�rJ'rJ'rJrJ'cPcPrtcPcJ'rlrnrJ'rJ'rJ'cJ'rJ�rlcPrJ�tJ'rJ@.frac.frJ�rJ�rfrJ'r.PrPcl'rJ�rJ�rJ�cn�ncncnrJ�rJ'rJ'r�rJ'AJ'cPrJ'rJ'rJ'rJ'rJ'�Pr�'rJ'rJ'rJ'r1�rJ'cPtJ'� � oJnr nr n�nrrr nrrs�s�rsl�I��n� I��1�1s����ss�n�l co 5 BY THIS CERTIFICATE OF COMPLIANCE THE 5 5 NEW YORK BOARD OF FIRE UNDERWRITERS 5 5 BUREAU OF ELECTRICITY 5 5 40 FULTON STREET — NEW YORK, NY 10038 CERTIFIES THAT 5 Upon the application of upon premises owned by 5 JAMES J. HOLOLOB MR AND MRS PINTO124 MAIN 5 5 YAPHANKSHIPPODROME NY 11980, 250'W O ASHAOMOMAQUE 5 5 SOUTHOLD, NY 11971 c5 5 Located at 230 HIPPODROME DR 250'W/0 ASHAMOMAQUE SOUTHOLD, NY 11971 5 5 Application Number: 2083916 Certificate Number: 2083916 5 Section: Block: Lot: Building Permit: BDC: ns11 rrr5 Described as a Residential 600-1199 square ft. occupancy, wherein the premises electrical system consisting of 5 electrical devices and wiring, described below, located in/on the premises at: 5 e5 First Floor, Second Floor,Outside,Attic, 5 cA visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed DSj 5 herein, was conducted in accordance with the requirements of the applicable code and/or standard 5 promulgated by the State of New York, Department of State Code Enforcement and Administration, or other 5 5 authority having jurisdiction, and found to be in compliance therewith on the 21st Day of August,2006. lU' Name 2 Rate Rating Circuit Type 5 5 Paddle Fan 8 0 5 Srj Receptacle 1 0 20 amp Laundry rj Receptacle 1 0 30 amp Dryer 5 5 SDisconnect 2 0 60 amp Air Conditioner C5 Receptacle 7 0 GFCI 5 5 5 5 5 5 5 5 sea/ �7 5 2 of 2 e5 c� This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. 5 5 5 a ����sssfifi�����ss�s���ss��� Is�� srrns��NsMPs v O��gUFFO(,��o 0 N Z Town Hall, 53095 Main Road • Fax(631)765-9502 P.O. Box 1179 ���� �� Telephone(631) 765-1802 Southold. New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: —1 _ Building Permit No. 2 GD 0%vner: � - ���ANF- 10/ (Please print) Plumber: (P eas tint) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plum ers iglature) Sworn to before me this I LI day of_�c, 20 ©lD PATlic, SatefNe 9 Notary Public, State of New York L v No. in Suffolk 03C Qualified in Suffolk County Commission Expires Feb. 17,W—i o Notary Public, Su �b County FIELD INSPECTION REPORT DATE COMMENTS 4 -9 WY/l Q� FOUNDATION(IST) v y Lsa. at ------------------------------------ i1tr� �''i''"e'��'► i./mss FOUNDATION(2ND) N z � o w 0 y ROUGH FRAMING& PLUMBING INSULATION PER N.Y. j STATE ENERGY CODE FINAL A4VnONAL C MMENTS _ d y� � Z m N -c � z° z � ad b y 765-1802 BUILDING DEPT. INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR G� Y �o�a0f SOUTy�6 07, TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE 7�7� �� INSPECTOR /°' , yET �o��OF SO!/Ty�6 TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH G. [ ] FOUNDATION 2ND [ ] IN LATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS " F�� `? DATE INSPECTOR Z�L Mark K. Schwartz, AIA —Architect, PLLC • P.O.Box 933 Phoe(631)734-4185 Cutdwgue,New York 11935 Fax:(631)734-2110 August 02,2006 Southold Town Building Department Main Road Southold,New York 11971 9 Re: Pinto House 230 Hippodrome Drive Southold,New York Bldg Permit#31200 To Whom This May Concern: I have been involved with the construction phase for the aforementioned project and have completed the inspections. To the best of my knowledge, the foundation, footings, damproofing, framing & strapping, rough plumbing, piping pressure testing, and the insulation work has been completed as per plans and meet or exceeds NYS code requirements. Please call this office if you have any questions or require additional information. Very truly yours, mow. p f,4 S ` ek Mark Schwartz '• � 22 ,Rd ,f Pintohn pmtion t TOWN OF SOUTHOLD PROPERTY RECORD CARD - - z- zs /yJ-3 OWNER STREET ( _, VILLAGE DISTRICT SUB. LOT FORMER OWNER N E ACREAGE �p �(/Ie1SOr� y eKJRct`)F S W TYPE OF BUILDING i.10r / Y1 tf RES. L!Q SEAS. VL. FARM comm. IND. CB. IS LAND IMP. TOTAL DATE REMARKS G 9/Y Faze 2 & ood 06 3o o 0 3 dUn 3 � v `� 8cv 3aG Ono /i1LiDn 40 o a v .� 9 a a 9 o a ✓ Go 2.�1'1�� Cent-) q-7 o ! qq ABOVE Farm Acre Va ue er Acre Value Tillable 1 Tillable 2 Tillable, 3 Woodland Swampland Brushland House Plot Total Oil l gni■4/2- Foundation ■■■■ - ■ ■E 'i7■MTTBIdg ■ Both Extension B• Floors xtension 3i� �� 1512_ Fire Place ®c Porch lox t7�III t ® 11 Porch Rooms Ist Floor _ Patio Rooms 2nd Floor 0 B. TOWN OF Stf UTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDIN TPARTMENT Do you have or need the following,before applying? TOWN LL Board of Health SOUTHD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey www. northfork.net/S uthold/ PERMIT NO.5 z�0 Check Septic Form N.Y.S.D.E.C. Trustees Examined ,20� Contact: Approved 20� Mail to: Disapproved a/c Phone: Expiration 120 u 1 But mg o l U;_ y I — T ��� ` .� APPLICATION FOR BUILDING PERMIT L - ' Date rJ 20 oF tINSTRUCTIONS 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, d regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Sig of applicant or name,if a corporation) -j�/Z c4r, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises JOFf n1 J J&+IJAI e r /a! (As on the tax r�or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Z3o l (Pioy2oME pleivrn House Number Street Hamlet County Tax Map No. 1000 Section -Block 0 2 Lot 2 Subdivision Filed Map No. Lot y' (Name) i 2. State existing use and occupancy of premises and intended use and occupancy of proposed constrilol a. Existing use and occupancy 4 G do:�Ayt ' W' b. Intended use and occupancy TiB/i? 3. Nature of work(check which applicable): New BuildingAddirion-- e Alteration�� Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercialormi ed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Font Rear Depth Height Number of Stories Er eL...,W1' Dimensions of same structure with alterations or additions: Front Ra Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number`� ofyStories f(,ev�/ 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated /z= ' 6 12. Does proposed construction violate any zoning law, ordinance or regulation? YES—NO 13. Will lot be re-graded? YES_NOWill excess fill be removed from premises? YES NO Joyce � c4X-Ve — — 14. Names of Owner of premises *A, Address Phone No. Name of Architect r Jim.4Cr-t Address Phone No 7-f 4 - 4/ Pr- Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF 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 16 day ofc�200J Notary Public Sign ur f Applicant LINDA J COOPER NOTARY PUSUc,State of New Yo C4' �• NO.MS FtxPk�sw DOG "3 C0 TuAt BUILDING PERMIT EXAMINER CHECKLIST DATE REVIEWED: C /114 /041— APPLICANT: DATE SUBMITTED: SCTM#DISTRICT: 1,000, SECTION: 66 , BLOCK: P, LOT: -r- SUBDIVISION: "�— ADDRESS:v?3C) H,Qpn9rgrAg__ CITY: cSowh,�,}� ZONINGDISTRICT: CONFORMING? e/! BUILDING PERMITS OPEN/EXPIRED: PRE CO: Y OR N . BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO BP -Z/C/0 Z- , INFO /BP -Z/C/0 Z- , INFO SINGLE & SEPARATE CERTIFICATION-REQUIRED NOTES: �-- LOTS 40,000SF-100-24.Lot recognition.(CREATED before June 30,1983),UNDERSIZED LOTS FROM JAN.1997 100-25.Merger.(A nonconforming at any time after 7/1/1 REQ. LOT SIZE: ACT. LOT SIZE:/71 OF, Q LOT COV. G`�r, ACT. LOT COV. REQ. FRONT PROP. FRONT ' RE E ACT. SIDE REQ. REAR PROP. REAR REQ. HEIGHT PRO>?. HEIGHT PROJECT DESCRIPTION: ESTIMATED PROJECT COST: Z- CHITEC ENGINEER: WATER FRONT? Q DESCRIPTION: ANEL # LOOD ZONE: APPROVALS REQUIRED SUFFOLK COUNTY HEALTH T: YES or0, ED #): DTE: / / PERMIT#: TOWN SEPTIC RECEIPT: Y o N NEW YORK STATE DEC: r1�E-DEc 9/1/759/1/75 YES o DTE: / / PERMIT#: SOUTHOLD TOWN TRUSTEES: YESo NO DTE / / PERMIT#: TOWN ZONING BOARD APPROVAL: YES o DTE: / % PERMIT#: TOWN PLAN. BOARD APPROVAL: YES o ' DTE_ / / PERMIT#: TOWN HISTORICAL PRE (SPLIA): YES o NEW YORK STATE CODE COMPLIANCE (SEE PAGE 2ES o NO NOTES: FEE STRUCTURE: FOUNDATION: SF FIRST FLOOR: SF SECOND FLOOR: �, p SF OTHER: SF INIT OTHER TOTAL TOTAL: SF FEE FEE FEE 1. SF)- SF)=C �' ( SF X$ , =$ +$ . +$ _ $ l7 2. ( SF)- ( SF)= SF X $ _$ +$ +$ = $ 3. ( SF)- ( SF)= SFX $ =$ +$ +$ = $ �+ FINAL TOTAL: $ NEW YORK STATE CODE COMPLIANCE CHECKLIST CLIMATIC/GEOGRAPHIC DESIGN CRITERIA: Ground Snow Load: 45 Wind Speed: 120MPH Seismic Design Category: B Weathering: Severe Frost Depth:36" Termite: M-H Decay: S-M Design Temp: 11 Ice Shield Underlay: YES Flood Hazards: USE/OCCUPANCY CLASSIFICATION: HEIGHT/FIRE AREA: TYPE OF CONSTRUCTION: DESIGN CRITERIA: ENGINEERED/PRESCRIPTIVE FULL FRAMING DESIGN ELEMENTS: Y/N HEADERS: Y/N WALL STUDS: Y/N GIRDERS: Y/N CEILING JOISTS:Y/N FLOOR JOISTS: Y/N ROOF RAFTERS: Y/N LUMBER SPECIES AND GRADE:Y/N DESIGN LOAD CALCULATIONS: Y/N LIVE: Y/N DE ;II; YIN SNOW: Y/N SEISMIC: Y/N WIND: Y/N WINDOW AND I).00R SCHEDULE: MI�LE�. T REQUIREMENTS: Y/N l /l EGRESS 5.7 S.F.: Y/N LIGHT 8%: Y/N VENT 4%: Y/N NAILING/CONSTRUCTION SCHEDULE: Y/N MEANS OF EGRESS: Y/N PLUMBING RISER DIAGRAM: Y/N LOCATION OF FIRE PROTECTION EQUIPMENT: Y/N TRUSS DESIGN: Y/N CERTIFICATION: Y/N ENERGY CALCS: YIN TOTAL COMPLIENCE? Y/N (RETURN TO PAGE ONE) r — - -"— REVISIONS: UNDERWARERS CERTIFICATE REQUIRED pLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY APF 0� ASUppLy SYSTEM CANNOT S � � SOLDER USED IN WATER - - DATE: r 3 P.a EXCEED 2110 OF 1%LEAD. - FE 6V NO IFY ECILDIP:G �'H°AR ;ENT AT 765.1602 8,AV, TO 4 PM FOR THE T s FOLLOWING INSFEC I IONS: - - - - - - - 1. FOUNDA'IGN - TWO REQUIRED PLUMBING PROVIDE GUTTERS FOR POURFO ('r'l"RETE ALL PLUMBING WASTE AND LEADERS TO 2. ROUGH FFAMINO a PLUMBING &WATER LINES NEED UNDERGROUND 3. INSULATION TESTING BEFORE COVERING — DRYWELUS(TYR) I_L Irl ,r 4, FINAL CC' „RU'TION MUST - - - - - - - BE COMPLE I' 7H - ALLCONSTTU ;/10'J SHALL MEET THE L — REQUIREC9'-NTS OFTHECODESOFNEW OCCUPANCYOG = _ __ _ / L \ -DESIGN STATE. NOT PESPONSIER FOR USE IS UNLAWFUL — - [ME DESIGN DR CONSTRUCTION ERRORS. o - T WITHOUT CERTIFICATE — - - _ Ll n OF OCCUPANCY - - ® T1 - COMPLY WITH ALL e6M§ � � L LST NEW YORK STATI fib �� // o _ �, 1 — I -� �� ICI 1 LiL E �I _ w V� - u AS REQUIRES pty9 @f6r4 �lft0' g ZOt1E - — _ - - _ - - _ J - s T HI,s�� � PTE "46 - -- - _ --- 1 - - - - - - - '� P CL , I�9 'ad CgdPLY WGPW wNA - — — y — - - _ - - — — - DAMAGE PRI=Vf=NtIaN _ _ - - " '' 12 FLOOD - ti , mz m gOQTHOLOTOWN 09U@: _ _ - _-- — - - -- vie � IL Y: . f L l L L m �oL LLL 11- x S�� \ LII f 1 ' tl - � 1 - - CERTIFICATION OF L a - ` 1 11 _ - '��� 1- I IL � � L IL I'I 'I T I - NAILING & CONNECTIONS ALL CONSTRUdfiOfv S�I�AI� �I - _ ll - ME uIREME j LLL - - - 1I I LI REQUIRED. THEq I _E __ I L _ _ NTS OF HE I � droYewSTATE. L� � � � � � -+ � I ILLI - -L L �, I' � L I I I L� - — -L LISL =--I - — T u, rr u� - , - �r�-r--11111 -1 1�-Y" 1 --iIJL r1 11 I -'TL SOUTH ELEVATION z SCALE: 1/4" = V-0" 0 z I— 0 Lu W J � a 0-6T z z0 0 a 0 I"I a '- - - - -- _ - - - — 2XI0 RR — — Q PROVIDE GUTTERS AND LEADERS TO UNDERGROUND It 7/8 VI DRYWELLS(TYP IT HOPP 1/2 FIND, GUTTER BLK6 \ / . r.... /4'SOLID CROWN N BEADBO BR / IXB FASCIA 21 - 1 1- I L --1X6 FREIZE BD. o Z Z L L.- 1 II = `OL VENT 0 I L 11 I L I Il_]T h L T O 5/4X4 CSG. y„ N LL= 11 NORTH ELEVATION NOR SOFFIT DETAIL SCALE: 1/4 = 1 -0 - SCALE: 1-1/2" = ll'-0" v' DRAWN; MH/ STALE: i/4"=1'V-- 0" '!. R 30B R: May 13,2005 SHEET NUMBER: ....... �... �.a r . A- 1 REVISIONS: �1i r PROVIDE GUTTERS - AND LEADERS TO UNDERGROUND1n I _ - - ---_ -- 111 /�� DRWELLS( YPi� - - - - - -rIROOFING ilk L / CROWN 2-1/4" / FASCIA 1X8 1- 1/4 — 1 LI IT i — - L CIIJ= -- L t�T — CROWN 3-1/2" II - - - _ lI T �I-1/� �+ �1 I I - - FRIEZE BD. - RI ZE 8 - - - - - T_ '_I i _ _tI _ I_ 'C " T� Z I lI 11 �]IL 1 FT' J - rll_ III t �� III II_ u � - L = I I r'� - Ii Y111-11 T _I 1 _ 11 I_ _ u _ ���-f. �LI J_ C ' C RAKE DETAIL J_ I I LIP C _ _ n�' +C 1 -' lntll ?t 1 I III ' s� J- �1 II J SCALE: 1-1/2" = 1' 0'° P \ i_I rl I � I -_ - ILII =I II j 1r 1� Iil lI l II�I11 l i-I I rI 1 FLI -I - �= - — - 71 _L f „ I� Ci 1 Z-it riI III _ _ — _ _ - - =r `-IIS 11- _-- TTII I ��`I , CF I -I= 1i LY IT I l I TF___ I I Lo WEST ELEVATION o z SCALE: 1/4" = 1'-0" 0 W J � W J � Q 3 06 3-1/2" CROWN Z o / O DID a r O 2-1/2" CROWN ------ IX8 a 1x8 - a r � r PROVIDE GUTTERS — ANDLEADERSTO --___— UNDERGROUND _ — DRYWELLS(TYP) GUTTER p — - L -- I- 1 s I --=-- } 16" - - — - — - - - - -- -- - -- — C 7T Ln - - - L - - C LL _ Wz c) od K J ❑ O a O 4 - fir' I_ o C T _ _ - - - — - -- - - - - — - - _ 11 l -- I- - -_'- - - J_ _ IJ_ _ALL_, —J - - - - - .7.- TL EAST ELEVATION GUTTER RETURN/FRONT - — SCALE: 1/4" = 1'-0" SCALE: 1-1/2" = 1'-0" S3R£ �cS DRAWN: MH MS �,,, 1 ` `' SCALE: 1/4"=1'-0" 1013a • K May 13,2DU5 = SHEET NUMBER: REVISIONS: 1&4' 26'-2,. II' T-0" 5'-S" 3'-10" ♦ CHEEK WAIL 3 10 5111, \V\ •Gr- 3'-21/2" 2'-61/N FOR STONE 2'-61/2" 3'-21/2" STEP(TVP) 12 SX1GF9llN12A1IQN1lF,NT__ , r 2-1-3/4X9-1/2 ML GIRDER - o � � r S-4 11/16" 7-0 5/16" J'-0 5 16" 5'4 1 m , / o G 2NB El JA"OF 5'-L 1/2" 7-6" T 41/2" T-6" �2 u (EXISTING) /i\ J i- 2-1-3/4* 1/2 MLDER__o- r , FIRE�ucE NEW CRAWL SPACE AS VE 2"CONO SLAB - �3 EXISTING CRAWL SPACE �'- ' _ IR r B (f1 it4RE-EAR 4 3'WIDE ACCESS OPENING INP) O H ENLARGE " F_%ISTING H 2 EXISTING �/ Ell 1 1. OPENING Co �'ICH[MNEY � UP a S g w �0 5' PORT 5 p ABOVE z ) Z 0 o 3 a EXISTING BASEMENT of —POST ABOVE Pon O a 1 ABOVE—' - - - - - - _I—F,- r - - - - - — _ — _ _ - - EXISTING $LAB ON GRADE 3-2X10 EXISTING GIRDER '-----' I---- -----� T WIDE ACCESS OPENING i` Q c NEW CRAWL SPACE / 2"GONG SLAB FOUNDATION FOR WALK OUT BAY UNIT, BLOCK UP SIZE TO MATH BAY WOW EXISTING SPEd FIED z-------�,' WINDOW (VERIFY DINTS IN FIELD) EXISTING CONC.BLK.FOUNDATION r NOTE: : 1 18"CONC WALL �__________ _____________' � ^+ __ 1). NEW FOUNDATION HEIGHT TO BE ADJUSTED - i r - _ - '---- -'-----' IN FIELD FOR FINISHED FLOOR(HEIGHTS TOL m BE FLUSH _ - - '- 2), USE TRUSS JOIST MCMILIAN WOOD-I JOISTS. __ ANY SUBSTITUTION TO BE CONFIRMED - - - __________________________ _ THROUGH ARCHITECT'. � - I ' 3) INSTALL 1-Co2 DETECTOR IN ADDITION TO PORCH SMOKE ALARMS. STONE W V Q O Z Z CONC.FTG. FOR J � r r ICs PORCH COLUMN r 2 Qo p (TVP) _____________ _____ __ , Q _ .,_ ___ __ _ n O 4. _____________________________________ 2 DR O 0 N 21'-4" 13'_4,• 13'.10" 60'_4" FOUNDATION PLAN Y i SCALE: 1/4" = 1"-0' Y^v' 4 DRAWN: MH/MS '4 \V' sctr >, a/w :y @ SCALE: 1/4"=1141 K . May 13,2005 SHEET NUMBER: r�� f REVISIONS: G(Y-D" T-0" 20•_4" 26'-2" it T s S.-S, 3'-1D" — te'-0, T-10" `` A - -- :;,WP t6' 4EP •��•�`~ FWH60GIIAPLR 4 C CNS' /I` T1s CW255 .' CW255 EXISTING rn fl�� " z ° FAMILY ROOM 5 o =r 3-1/2"OAK 65 n 25-3" �' e 4 EXISTING BEDROOM Til Pen ssn 1 1 u!w aI @u2e F � - F _ � P - 92" 5 F _ Z C I6 In REMOVE WALL - EXISTING COVERED v, INSTALL NEW TILE C -,"� \ &WALL FINISH 4 -]. 60Fd2 ` OUTDOOR SHOWER EXISTING 1 \\ \ _ _ E _ P0�_ _ 3 L L EXISTING _ _ - 3 1 3 4%11-]8 M 2-1/2"STE LITCH PLAT - ?` USH HEADER) I. 4-2%6 DF#2 EXISTING H POST ABOVE POST enisiwc - TORIDGE - m11111IN ,."i" d W.LC. E OAK w 0 I� I _ EXISTING O 1 _ E W - O ---- ,� EXISTING 6 S 31 �4DFR2 _ - -3 " � ��W � / 7/V .53 � 3 /23CRFENN (MIN) a AT s 016 £ 2'-6X4'-6 a W �- - I LANDLo 00 y„' (NEW OAK ils� � 6'd L/2" v 6'-31/2" _I O a o .� HALL ,, '`P�51/2" g Z o m _ O K HINDER c /TII PRD 5501 -0/R"WQi P �I 2 6" ' STAIRS rmuu x„w o \\\ 4-2x4 DF#2 wo ., m01 c POSf�� 4DF#2 S a ---------- —1-2Xi DFx2 DEN POST EXISTING BEDROOM EXISTING BEDROOM m ---------- KITCHEN IST. FLOOR PLAN EXISTING T SCALE: 1/8" = 1'-0' �� NZE 4-2x6 DF#2 OST / ,. 7 ]0-31 ] 12 D P -- / \. / i "\2��x11-]/G ML FUSH LryEp� E \\ WALK OUT EXISTING EXISRNG ' - BAY UNIT ENTRY = -_-= . 3-1/2"OAK ., -----: o {I 1pryl r____-icl�'� _____ 45-5646-20 - _ NOTE' I _ ----- REMOVE EXISTING DOORS -B)AND REPLACE W/ 6 P 6 PANEL SOLID-CORE SMOOTH i I I C34 I I - MASONITE DOORS BY THE MASONITE DOOR COMPANY —DECORATIVE BRACKETS y 1/02 C RND,TOP TRANSOM-OVER- 4%2/0 OVA] 1/0-3/0-1/0X6/8 ENTRY VAL m (OAK SILL) LL LL Y PORCH "-I z STONE 0 06 in J 0 0 ° � 4-J H 2 ON 16"STONE STEP N 4'-21/2' _ 0'-4" 6'6" -- 27-4" 11'-4" 14'.10" 11'-6" 60'-P' IST. FLOOR PLAN ° Aiii m �Ex IP!SC,S, Fx\r DRAWN: MH/MS SCALE: 1/4" = 1' 0" SCALE: 1/4"=1'-0" j f 30B 4: n May 13,20D5 i �3 SHEET NUMBER: A-4 REVISIONS: �1 60._0,. 2'-p.. 20,41 _ 26_2„ IT 6" 13'-1" � � o j FWH29-5460 n 3-1-3/09 M HEADER r — — — — — — — — — — — — — — — — — — — 3-2X6 DF#2 \ I (ABOVE)TO RIDGE Y r —a II I I OFFICE SOLID CORE DOOR 3-1/2"OAK SOLID-CORE DOOR �\ W/WEATHERSTRIPPING W/WEATHERSTRIPPING \ &DOOR I SWEEP &DOOR SWEEP ATTIC ' v o-p„ T 6" 2'-19., 4 Al, 6'_6" Z I ❑ � � I I' I ❑ u / - - 2- " ALK-IN,CL , - L - - - z - aa J1 3-1/2"PAK 5'-11 1/2" J T 2'-'P 3-2XG DEN - / 2 TO RIDGE 1 W K CLOSET " 6'-01/211 /k °o OAK - - - - - � EWX QVE104 I Q ���' 'I SKYLIGHT0 ACCESS DOOR a3 _ / _ _ _ SEAT - C N TO ATTIC SPACE \,� i ' ^ p7 s' b LC POST 6 DF#2 V/ O SOLID CORE D OR W/WEATHERSTRIPP NO HAL &DOOR SW.EP OAK _ 4-2X4 DF#2 `J H POT TO RIDGE 14'-11" V-11 1/2" v r) ON MASTER BEDROOM v 4-2X6 DF#2 OAK MASTER BATH Q 'v STORAGE x 2 I TILE 2X6 DF#2 /J\ n POST TO RIDGE T-4C, P-5 112" \ — f - \\ / Ll 4 2X6 DF#2 I A POSE U V- HIGH WALL / a �.� % 1 LI 2,.p�, 4�❑ i I 6/3I2 \ t� 2046-2 cp 1'-6X4'-9-1/4 3 96 3'-6X4'-9-1/4 / CUSTOM CUSTOM U Q W Z = o0 0 p a � � EE) I = 00 L N 13._1„ 6,-0.. 11�_p,� p.B26s2^ I1'-6,. 2ND. FLOOR PLANtp s y' DRAWN: MH/MS SCALE: 1/4�� = V-0' /(/.° 4�. SCALE: 1/4"=1'-0" JOB May 13,2005 A-51lM cv 2= �� SHEET NUMBER'. REVISIONS; I \`�711,0,49, 'li i- — — — — — — — — — — — — — — — — _. — r — - — — — — — — — — - — � I u I � Q 12 /7X10 OF#2 RR @16"OC EXISTING TO REMAIN f CRICKET O EXISTING ROOF Ir� z . K 92� (OUTDOOR SHWR) in i — — — — — __ — L — — — L LLJK U J a i 6 g 12 z 1212 O 121 I~ O UJ Ul d 3-1 2X10 2.0E PARALLAM Q 2-1-314X16 ML RIDGE 1-3/1X14 ML RIDGE � � \ 12 12 % \9+ / 12� / ro 2XnF#2.2 @16,.oc lc , �a n ;'� I I tip'/ 12� — — — — — — — — — — — — — — — — — 12 0 0 12 no 2 / 2 n nF#J RR Q p. 7 � . 0 0 N L — — — — J ROOF PLAN SCALE: 1/411 = 1'-011 DRAWN: MH/MS 51 C y O%, SCALE: 1/4"=1'-0" 9 f , dP1 ' . May 13,2005 SHEET NUMBER: -& A-6 _---- - REVISIONS: RIDGE VENT — \rill 2- 13/9X16 im WIND- BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL MIT RIDGE FOR WALL OPENING PROTECTION OF120 MPH 3-SECOND WIND GUSTS _- 2x6 DE#z❑ @lz"Or ( MAXIMUM MEAN ROOF HEIGHT35') 2+10 a2" 2q PROVIDE MIN 1" 12 BETWEEN ROOF SHEATHING- AND INSULATION _ 4` 12 4 SHUTTER ASSEMBLY _ N.T.S. CRICKET ROOF: FOR PANEL SPANS. _ _ I' ASPHALT ROOF SHINGLES ERLAYMENT O < 4'0 WIDE SPAN 15#FELTOX SHEATHING 112"FIR COX SHEATHING m n w1 N 23/32" APA SPAN-RATED 48/24 SHEATI-11116 GRADE PLYWOOD N e A, w (OVERLAP AROUND OPENINGS 4") \ _ _- _ _ 3/4"SUBRODIR T]I PRO550 LL-J/0 WOOD ASSEMBLY: -- - - ---- - - - - - � z E%ISTING WALL HEIGHT - ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ To aE BUILT UP(TYP) = 'Y #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL _ 16"o.n, e ` WOOD SCREW @ 16" O.C. - - = (TYR o ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING: - -- - - #10 TEE NUTS ATTACHED TO BLDG. w/ #10 ( W/ WASHERS) _ - MACHINE BOLT @ 12" O.C. _ - -- - E%TERIOR WALL VINYL CEDAR IMPRESSIONS - TYVEK VAPOR BARRIER 1/2"FIR COX SHEATHING 2X6 DF#2 STUDS @16"OC TIT PR012.W 50 - v 9-1/ OOD-I @ L6"DC 3 4"SUBFLOOR = 2X6 ACO PLATE _ _ \_ _ r I TERMITE SHIELD 2-1-3/9%9-1/2 ML GIRDER SILL GASKET Ln/1 w FOUNDATION: - - - - V ' _ STEEL C W MN B"PC WALL UD W/24"H2 "X10' ..- DAMPPROOF FM. - CONC G (TYP 16"XB"GONG FTG. - O Z CONT 2"GOING SLAB MIN m #4 REBAR MULTIPLE SECTION ASSEMBLY: L�iJ a II 11 1/4" THICK BOLTS @ 2' OG SECTION A-A w z Ur" L:I' SCALE: 1/4" = 1'-0" Q o 0 a N.T.S. 1 1 1 SHUTTER ASSEMBLY -- Z w FOR PANEL SPANS: iui 1";1 1�i °i r O a n O H h' OR WIDER SPAN _O 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 I'' i.i'' 11°i' "' I (OVERLAP AROUND OPENINGS 4") �1 "I 11 11 --�--cn w 2x4 STRONG ACI<S @ 24" OC 1 I RIDGE � ASSEMBLY. - . s_ q VENT EXISTING TO 11IEV O E HEIGHT TO BE NE T UP U 1). PREASSEMBLE PLYWOOD TO 2x4'S: # 10 (w/ WASHERS) GALVINIZED OR 111 r - r L I-3/9X14—� STAINLESS STEEL WOOD SCREW @ 12" O.C. \ PI. ~ 1j II, �Fni ML RIDGE t" 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDIPJG w/ � I � _ " � I "��" � #10 (w/ WASHERS) GALVINIZED OR STAINLESS STEEL " "T"- ` J i WOOD SCREW @ 16" O.C. - ALTERNATIVE FASTNER FOR SHUTTER TO BUILDING ROOF 5H /r'F #IO TEE BOLT OO 12' O.C. — BETWEEN ATTACHED TO BLDG. W/ #10 ( W/ WASHERS) - - _--___ AIRSPACE TI MACHINE BOLT _ PROVIDE MIN. 1SHEATHING--- 1 ' T KI— --mn oaP va^FCR Fool PrtcumoRAIN AND INSULATION 12 12f PLUMBING SCHEMATIC /{6' UT A f tiW� a ALTERNATIVE FOR OPENING PROTECTION /' t3l/4HBFL°DR - - - F - - TII PRO550 11 718 WOOD-I DA2"OC TABLE 1609.1.4 I'I - WINDBORNE DEBRIS PROTECTION FASTENINGHEIGHT EXISTING GHTTO BE z- 1 IT HEADER \\ '' 3HEIGHT TO BE ML HEADER SCHEDULE FOR WOOD STRUCTURAL PANELS = BUILT UP CTP) FASTNER SP4CING (INCHES) = FASTNER PANEL SPAN 2 FEET,PANEL 4 FEET, PANEL 6 FEET<PANEL � EXISTING � o TYPE <2FEET SPAN,4FEET SPAN,6FEET SPAN<BFEET 1ST. FLOOR 2-1/2"#6NEW WOOD SCREWSftH 2 NEW BBV UNIT �. O 16 16 12 9 - A STO OE BUILT 2-1/2#8 � T d. � 16 ifi ifi 12 - 1 WOODSCREWS - a ZDWOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM - - _ -- - O ., PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR Oa ENINING PROTECTION I =_ ON - o ONE- AND TWO- STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED _ --Moth - OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. _- ll (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4) �GlCSTING sralRsO BASEMENT �J SECTION B-B DOUBLE HUNG UNITS TO HAVE DESIGN-PRESSURE UPGRADES SCALE: 1/4" = V-0" FOR CODE COMPLIANCEIN Sr scc f'%1. P DRAWN: MH/MS [/PC+A<Y�' 9� A\- SCALE: 1/2"=P-0" C�y ^ JOB#: II q 0 May 13,2005 4 \ SHEET NUM7ER: REVISIONS; RFSckeck Inspection Checklist New Yorlc State Enemy Conservation Construction Code RI'Sehech Sollwwe Version 3.6 Release la P,emit Numbar DATE: 04/12 05 PROJECT TITLE: ADDITIONS AND ALTEIL4T1ONS REScheek Compliance Certificate C'backed B-//Dale New York State Energy Conser}'atimL Construction Code Bldg RFSc'hee k Sokwarc Vubion 3.6 Rclwsc In Dept Data filename. C:;'Pragmm F'iles`Check\RLSchedc`PINT l) acIC PROJECT TITLE AllD1T10.VS AND ALTEIL4TION5 •'• """ ••� Ceilings: I [ ] I, Coding I; Flat Ceiling ur Sadssur Truss. R-30.0 cavity insulation - COUNTY. (1LINT 1'. Sudalk [ ] 2. Ceiling2: C'athethvl Ceiling (no attic), R-30.0 cavity insulation STATE. New York HDD: 5750 Comments: CONSTRIUK-TION TYPE Detached 1 or 2 For ily _ laivrGrade Walls: P.EATTLIG TWE Nom-Elcettic [ J 1 Wall I Wood Franc. 16" o c,R-19 0 eavity msulariou WINDOW /WALL RATIO: 0.16 Comments: DATE, 04/12 0S [ ] 2. Wall 2' Wood Fnune. 16" o.c , R-19.0 cavity immolation OA I HOFPLANS. 03,2005 Cotttmera: PROJECT DESCRIPTION ¢ U Windows: 1PINTO HOUSE I, Window l: Wool Pramc:Uuu0lt Pant with Law-I?, U-fw[mt 0.300 C C, 1-11PPODRCINE DR. iv , m' Fon r wddddows without labeler{ U-Faetods, describe katmes'; SOUTHOLD, NY u y o & # Panes Frame I ype I lictinal Break? [ ] Yes [ ]No C outmeurs _ SC � [ ] 2 Window 2' Wood Frahue:Donble Parte wilt Low-G U-Bator: it 310 DESRiNER/C'ONTRAC'TOR' For windows withour labeled U-Ltcuns, describe&attires: Mmi:R Schwmtq ALA t,Pages_Frame Type Thermal Break? [ J Yes [ J Nn Arthitaa, PLLC - ^w Commeuts: P.0 Boa 933 [ ] 3. Window 1: Rood Framc:Dooble Panic with Lo•n-E, LT-6c(Dr: 0.320 C'utr huguc Nv. 1915 For windows wOhout labeled U-motors, dawrlhe kzaluros• 4 Pines Flame Type Tlhumal Drcuk? [ ]Yrs [ ]No C'OMPLIANC'E. Passes Maximmn U-4- 566 comntcnta: Year [ ] e UA-434 4, Window 4. Wood Framc;Double Pane widh Tom-1 i, U-Fectur, 033FLY 0 1d.5"„,. Better Thm Code fUA) to,windows without labalec{ U-fatturs. deycriha katures (imss or Door lanrip # Paned_ Frnmo lupe l'Ihzfmal Break? [ ] Yes [ ] No Area or f'n,ily ('un( or Door Comments: Pu,imd - 'aluc R-Va1ua U-rally IF\ U) [ ] 5. Window 5: Wood Frame;Duuble Pane widb Low-B. U-factor. 0,350 z For windows without labeled U-Etcmts, desnaibe Satwes. Coling l: Flat Ceiling nr Scsanr Taus 133fi 3110 o.0 +7 z fl Pana Frame Type Thermal Break? [ J Yes [ J No Ceiling 2: Cathrdnal C ih re, tun aniq 1(165 ;11.0 0'f116 0 C'nxnmratLs; z [ ] 6. Window 6. Rood FwmaDouble Pura with Lou-E. U-holm^ 0.300 Wall I; Waod Frame, 16" o.c. 2007 )9.0 0.0 96 f- 0 Far windows ,ithma lab,dod U-liu;tnw, d4w'.c:iht Lawns Window I. Wood Fmme;Doublo Pane with Low V 4 U,100 I Q APmrav RamoTYI 're Thermal IIr,vk7 Yon Window 2. Wood Frame;Double l'aue with l otv-F. ti 11.310 2 a/ U [ 1 t l Nn ti Window 3: Wood}rrne;Double Pulz writ Law-R 4 0.3200.320 1 Lu Comments: Windoi Wood Flame.Doable Panewndt Lute-E F'1 0.330 56 � I 1 7. Window 7' Rood Franrc:Doublc Panic with Low-P. U-&'Wi. 033U Window 5; Wood Ftatne:Double Pane with Lovv-E 150 0 350 53 �[ u For windows without labeled U-Factors, describe features. rn _i3Q w Dol Solid 21 0_ 0 6 u # Panzx M came Type l hzrmal Break? [ ] Yea [ ] No Docu-2 Solid 14 0.320 4 Z Comments: __- Dour 3: Chau:: all 0.110 14 0 Doors: WUI 2: Wood Ftwnc, 16" o.c. 93fi 19 0 0 0 52 g [ J I. Door L Solid, CI-fictor. 0.2Sf1 Window 6; Wood Fmnm Duuhlc Pnnc with Linc-E ] 0-300 1 z 0 - -- - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - Wiiaan,.-_7 X""LTm' .rD.a,Fd"Pam..... +u�-P- - - - n'1- - - - - - -n nn- L - - - -- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - O >- tD I� � w Z 1� w Table 1 .I7ininnurr pnsnforian TTrieknrss forCLer(IuNr:;g Hot Water Pipes. [ ] Insulate citat atiug hot water pipes io Elie levels it cable L 0 Insulation Thiclawss in Inebes by Pale Sias Heated Water Non-Cireulanue Runours Circulanu t Manns and Ruuouts Circulating Hot Nater Systems: Tenmefatw<(F) Up to " Uu to 1.25" t.5" M 2.0" Ove<2„ [ ] hrsulale eiavladug bot waterptpes to Elie levels no Table I 170-180 05 1.0 1.5 2.0 140-160 05 05 I.0 1 5 Swdnmrfng Pools: I00.130 0.5 05 0.5 1.0 [ ] All heated Swimming pools must have un un/o0 heater,'itch and re,luuc a loyal unless over 20^n ul'tlw heating eaUgy m (inn nun-0cpleWl+le somecn PIIUI Pump.v nVuh'c a time clncl, Table? ,19i+rim rear Inarela(wa TlricAness fm'HVAC Pipes. Heating and Coaling Piping insulation: Fluid I emp, hualati on 'I'ladoaess m Indio., by Pipe 9'7en t ] H\ AC UlIonp wmveying fluids above 1(hoF' od dolled fluid, below S9 of must be maulalyd to the Pinirde System I vnee Ranite i F) 2" Runouts I" and Less 1 21" to ' S" to 4" levels in Table 2 Beating Syatcros Low Prescute/Tempetature 2U1-210 la) 1,51 1,5 20 Low Tanperature 1210-200 0,5 LO I.0 I.i Steam condensate 4,x feed wafer) Any I U I.0 1.5 10 Cooling systems Chillod Wa12, Rofrigcrunt, 40-55 0.5 0.5 0 75 To aid Bloc Below 40 l0 1.0 LS I NOTES TO FIELD(BuTding Depattment Use Oidy) U w Z _ 0 O00 x a F 4-JM /1� 0 0 I d N II iyd r3'� �=t� • ! h1�3gi v, tF �l i xa +YhYn t •tri DRAWN: MH/MS laM,r SCALE: N.T.S. �' nrz,,;Ce_,,.• ,+) JOBS: 'i r'rA'i�.rr_,^ i• May 13,2005 * .a•m'"-" f'� SHEET NUMBER: A-S REVISIONS N 60°20'40" E 85.00' I I � O 5 Ln C I Lo / 7.0' O 23.00' _ - - - o $.75' 5.75' - - - - 20.3' LU Z O o J ,-I O Q o ,,^� � o OUTDOOR W SHOWER z.o ' LLJ z a b o O N c ri 0 o M m N O 0 Q Ns N Q Z ul) _ 13.5' _ 22.3' lls' 11.5' o - N b- 14.83' M 11.3' rvi- o =- 13.3' Q LEGEND: OI NG 1� Q aaaroseu W d oacH -- o Z O O LOT SIZE: 13685 S.F. O a o HOUSE: 2400 S.F. 0 o0 PORCH: 100 S.F. LOT COVERAGE: 18.2% 0- I I 111 S 60°20'46" W 85.00' HIPPODROME DR, SITE PLAN ° ' SCALE: 1" = 10'-0' � °' ' +a/ �:" �,V SCALE: 1"= 10'-0" c} ,. • I May 13,2005 NUMBER: . l SHEET NU fy1 I REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT 4 GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY, KING STUDS � � MIN RAFTER \ WALL STUD -Q ; s� wI �.� JLENDWALL CRIPPLE STUD BOTTOM PLATE f- � RIDGE LEDGER BATHTUB HEADER DOUBLE JOIST SIDEWALL RAFTER �l JACK STUDS -0 FLOOR USP NUMBER',DESCRIPTION APPLICATION IST ADSS HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ANCHOR BOLTS BATH/SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT PLATE OF 2ND FLOOR AND TOP - - - — - - ---- - - -- JOIST DIRECTION WITH 2 JOISTS, UNDER WALL. a 2ND ADSS ANCHOR PLATES OF 1ST. FLOOR CONNECT THROUGH ALL OPENINGS LST 1-114"x12"20ga STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24"20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER 2x6-2x6 LS26 18ga SLOPE HANGER APPLY TO EACH RAFTER /LEDGER O M q FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE THE FLOORS TO EACH OTHER W/THREADED ROD ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER /LEDGER BLOCKING @24-OC N m -- a w WALL STUD /\ THROUGH-ROOF EXHAUST VE LONTS SELECTED AND E n GATED BY CONTRACTOR O METAL STRAPLLjL v CRICKET AT TOP-SIDE OF VENTILATION CHANNEL a RIM BOARD RAFTER /CHIMNEY AS REQUIRED c FJ i {) SILL PLATE(S) WALL SHEATHING \\ \ RAFTERS MAINTAIN VENTILATION WOOD JOIST SIDEWALL FLASHING FOUNDATION - - - - BLOCKING _ TOP PLATE BLOCKING - - - - - FINISH WALL AND MOISTURE - 2x4 LEDGER _ O ALL STUDS 48"OC BARRIERTO LAP FLASHING ;� / -- 2x4 SOFFIT JOIST STAP PING TWIN ATTACHEDT W PROVIDED WIT A @ � / AT W LL--MAINTAIN GAP � ATTIC SHALL BEH FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS A / \ MINIMUM NET FREE VENTILATING AREA - - BETWEEN WALL FINISH AND •ZJ �-GUTTER B FLOOR JOIST DEPTH JUSP NUMBER DESCRIPTION APPLICATION - ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF 7HE AREA OF WOOD GIRDER INSTALL 4'0"O.0 / THE SPACE VENTILATED ALL OPENINGS SHALL BE COVERED WITH CORROSION- CSOFFI /EXTSCREENED VENT 4"-8" LSTA24 1-114N24"200a. STRAP AND JACK STUDS I CONTIN. SOFFIT/E%T, PLYWOOD V) ON ALL OPENINGS PROVIDE HEMMED EDGE AT RESISTANT METAL MESH WITH MESH INSTALL 4'0" O C / // / FLASHING TO FORM CHANNELLOCATION USP NUMBER DESCRIPTION APPLICATION OPENINGS OF'G INCH IN DIMENSION. SOFFITED EAVE Z LSTA30 1-1/4"x30" 18ga STRAP AND JACK STUDS AND SO AS TO MAINTAIN AIR - -- - - _ __ ACTION PREVENT CAPILLARY 4"-6"RAFTER RT10 10-3/4' x 18ga.TYDOWN ANCHOR CONNECT TO _ INSTALL N ALL OPENINGS - ,' EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND -- - -- - - ROOF VENTILATION / OVER BEARING WALLS AND HEADERS IN ALL O C 8 12"RAFTER RT20 21 1/8'x 20ga.TYDOWN ANCHOR CONNECT TO 14"- 1fi" LSTA36 1-1/4"x36" 18ga. STRAP ANDJACKSTUDS EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS KEEP ROOFING NAILS OUT v� 2ND FLOOR WALL ' / \ OF FLASHING T' -- Lu ROOFING LAPS BASE FLASHING 41NCHES O Z RAFTER �� ��' -� RIDGE CAP OF SAME BASE FLASHING WRAPS CORNERS, - �� .;� MATERIAL AS RQOFING UL LLU i EXTENDS UNDER SHINGLES AT \/ SIDES 4 INCHES AND LAPS �� �,- - NAILED TO SHEATHING SHINGLES AT BASE MIN, 4 INCHES \� THROUGH VENT [ (f) WOOD JOIST J Z p TOP PLATE WOOD� DER► SIDE WALL FLASHFLASHINGGIRDEOODJOIST ~ 1 ST FLOOR WALL STAFFING TO BE ATTACHED TO WALL STUDS @48"OC FLOOR JOIST DEPTHAND ALL USP NUMBER WINDOW/DOOR /DDE CWP NIN JACK STUD CATION METAL FLASHING AT ALL EAVES, SIDEWALL5, WALL STUD Q Q AND RAKES -- PROVIDE HEMMED EDGES 50 RAFTERS INSTALL 4'6"0 G AS TO FORM DRAINAGE CHANNELS AND Q 4"- 8" LSTA36 1-1/4"x36" 18ga STRAPI AND JACK STUDS PREVENT CAPILLARY ACTION LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED KEEP SHEATHING MIN 1-112" ON ALL OPENINGS RAFTER/Pt-ATE RT15 TYDOWN ANCHOR CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. ALL JOISTS CONNECTED TOA FLUSH HEADER TO BE SUPPORTED WITH - _ - - RAFTER TO PLATE OVER RIDGE TO INSTALL 4'0"D C. _ AIR PASSAGE IF ABLE, SET FIR JOISTS ill"HIGHER THAN LVL HEADERS -1/4"x MSTA48 148" 16ga. STRAP AND JACK STUDS T__ CONNECT OVER CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. &REDUCE BUMP OUTS !ON ON ALL OPENINGS SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD OF ROOF DBL SILL PLATE - %ice `�� �� TERMITE SHIELD SUBFLOOR SILL GASKET / .\ WOOD JOISTS i NEOPRENE _ TYPPPROOA :!% , DNC. FOUNDATION EXTERIORR 6 MIL. POLY CONIC. SLAB GASKET / / 7x6 /2xB CONTINUOUS WOOD PLATE DAM V GRANULAR FILL - - 11,0 ro i `, BOLTED TO BOLTS - 4a"" o c,TSTAG. 6MIL POLY ON EXTERIOR STEEL COLUMN - .'n oc, ° C ROOF JACK STEEL BEAM •; CONC. SLAB 4" x 1/4" x B" STEEL ROOFING L COMPACT FILL TOP AND BOTTOM PLATE o L �, ° APS \ \ FLASHING AT I �� WITH I/2" x 6" ANCHOR BOLT KEYWAY FOOTING \� / \ C'n ,.- C- CONIC FTG .'A I'A .PLA USE WITH 3x3 SQUARE WASHERS SIDES AND TOP `—f�% \� I/2" GROUT ANCHO'�� BOLT CONNECTION - " a (USP LSPS58 OR BP583) _ ° REINFORCING BAR FOUNDATION 5/8"DIA.ANCHOR BOLT - 3" STEEL COLUMN ANCHOR BOLT CONNECTION ( 10 KIPS ) DRAIN TILE !' SUPPORTING MAXIMUM SPACING FLASHING LAPS - SILL PLATE TO FOUNDATION1 STORY 72"OC ROOFING AT BOTTOM (CRAWL SPACE OR FOUNDATION sLLPLATE roFoulvDnr11oN / `� TYPICAL BEAM DETAIL V) o TYPICAL CONC FOUNDATION APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12"GONG. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING o � z WHERE NEEDED FOR STRUCTURAL BRACING O a WALL BOTTOM PLATE TO FOUNDATIONK SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS 4 VENTS DETAIL Z o p SUBFLOOR 4-J = p CONC.SLAB DOORFRAME M 6X610/10 WWM GARAGE_ 0 — JOIST a N COMPACT FILL ! '\ DOOR USE 2%8 ''/ FOR BLOCKOUT STEEL BEAM 4" SLAB v W/ 6X6 WMM m SLOPE - - - - - PT PLATE i 4"DRIVEWAYS NOTCH JOIST AND ADJUST HEIGHT I-'--v- -�r--'- fiXeW WM. •-- -•-- -H r ° 5 ,L �- 5 F C JIIii cp �a/°•� ^ e°� I NAILING TO PLATE IF NEEDED) ACE -'? AND TO BE APROX. 1/2"OR HIGHER THAN •� S WOOD \ STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) • ' IL-11-11111-11 IIL- 12" I" oC ,, n a q 4 �\ NOTCH BEAM FOR MUDSILL IF REQUIREDMAXIMUM �SUBFLOOR �' MIN �: ° NOTCH EQUALS IA DEPTH OF BEAM ° c " •' ° i REINFORCING BAR " J n ° c c Q�JOIST c " REINFORCING BAR " I_ ^ �_ DRAIN TILE ►I 4v SHEET METAL 1304 FELT UNDER BEAM AT POINT Ill Q ° °, ° ". ° IIT 12" ° e �L OF CONTACT WITH CONCRETE OR GONG, BLOCK lliTi-iii-iTioiToi7i-,il-T,�1 STEEL BEAM ;y., �0 APc`(,,,, o ° `'\ SHIMS TO LEVEL BEAM ( ♦-t' y. P TYPICAL CONIC MONOLITHIC FOUNDATION REINFORCE WITH (2)#4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS PLATE BOLTED TO BEAM) 1� y O DRAWN: MH/MS REINFORCE FOOTING WITH(2)#4 REINFORCING BARS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOGKOUT i<" �' a ti; SCALE: N.T.S ' a�G ]OB#: BEAM POCKET _ �1 " May 13,2005 '\ P SHEET MIMBER: °= �� A- 10 REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE - _ P_L,4NCONTENTS: GENERAL `\I 1 OTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL -- 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING JOINT DESCRIPTION NOTES BUILDING USE O When a collar tie is used in leu of a ridge strap, the number of 10d common nails required QTY. SPACING in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8' WALL' 3-8d COMMON EACH 28,-Tn CONSTRUCTION NOTES: TOE-NAIL BUILDING HEIGHT TOP PLATE 10' WALL: 4-8d COMMON RAFTER IST, FLOOR: 2400 S.F. , 2ND. FLOOR: 1064 S.F., 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8' WALL: 3-8d COMMON EACH TOTAL SQ. FT. OF CONSTRUCTION STORAGE:4005.F. FRONT PORCH: 100 S.F., REAR DECK: 49 intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE-NAIL - ---- ---- •'• '""' •' for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall to late shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. WOOD RESIDENTIAL CONSTRUCTION CODE AND p p 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES OVER PARTITION WFCM - SBC LAP NAIL EXT. BALCONIES (00 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING ON EACH TOE ATTICS w/ STORAGE 20 2 - 8d COMM accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 45 -� 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PROOMS (OTHER THAN SLEEPING) 40 SF) F (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped underNAIL NAIL GAURDRAILS (ANY DIRECTION) 200 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY. SPACING NOTES precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a In addition to Spacing, TOP PLATE TO PER FACE NAIL x L P 9. 2 - 16d COMMON anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION c 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE (ROOF - FOUNDATION) DETAIL PAGE [ GENERAL NOTE PAGE-- a INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE Type I exterior shear walls with a minimum of 7116 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. YP P STUD O.C. NAIL Sym. attached with 8d common nails at 6" o.c. at the panel edges and 12" c.c, in the field, and 112 inch FIRE PROTECTION SEE FLOOR PLANS sum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16" O.C. FACE 7). The General Contractor is to consult with the owner for all built-in items gypsum p HEADER 16d COMMON ALONG EDGES NAIL (SMOKE r CO2 DETECTORS) - - such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRU55 DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONSRESCHECK 3.5 RELEASE I 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type II exterior she2rwalls shall meet the requirements of table 3.152-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON PER FACE NAIL ------ ' 1). The General Contractor and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING FOOT SEE NOTE1,2 Z determine intended heights of finished fleor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: _CLIMATIC & GEOGRAPHIC DESIGN CRITERIA O Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when GROUND WIND SEISMIC FROST WINTER ICESHIELD 2). All footings to rest on undisturbed (virgin) soil. NAIL NAIL interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD QTY. SPACING 2.4.4.2 and 2.2.4 respectively. HAZARDS 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE LOAD (MPH) CATEGORY DEPTH _ TEMP. REQUIRED 4 - 8d COMMON - concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL, TOP PLATE OR GIRDER JOIST NAIL MODERATE SLIGHT TO w rn Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 45 LBS. 120 B SEVERE 3 FT. 11 NONE - w 9 p 2 - 8d COMMON TO HEAVY MODERATE 0 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5. Window sill plates shall behave steel connectors in accordance with table TO JOIST END NAIL -- J z be installed with #4 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. Q BLOCKING EACH TOE J 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - Bit COMMON END NAIL ROOF 9 CATHEDRAL CEILING ASSEMBLY: w SHEATHING_ REQUIREMENTS FOR WIND LOADS: . poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs ) BLOCKING TO: EACH TOE NAIL SPACING NAIL SPACING AT INTERMEDIATE w to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and 3 - 16d COMMON SHE LOCATION NOTES 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK _ NAIL _ AT PANEL EDGES SUPPORTS IN THE PANEL FIELD z along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE 4' PERIMETER EDGE ZONE 8d COMMON @ 6" 0 C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL - --- _0 8x16 cast foundation vent for every 150 sq. ft. of area. SEE NOTE:NOTES:2 FOR( BOTH PANEL FIELD ) DECK AND COVERED PORCH NOTES: JOIST ONLEDGER 3 - SdCOMMON PER TOE INTERIOR ZONE 8d COMMON@6" D.C. 8d COMMON@12' O.C. roof exterior of foundation with bituminous coating as per section R406 of TO BEAM JOIST NAIL GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 F--i N.Y.S. Residential Construction Cade. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END All fasteners, hangers and anchors to be alvinized or stainless steel. 3 - 16d COMMON Q the below grade portion of exterior walls prior to backfilling. 9 9 TO JOIST JOIST NAIL NOTES BAND JOIST To: PER TOE NAIL Q 8). Drainage as per section R405 of N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON SILL OR TOP PLATE FOOT SEE NOTE. 1 THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. Girders on concrete piers shall be anchored with proper steel connectors anchored FRAMINGNOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL the 4 foot perimeter edge zone attachments required shall be used. Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 2). Tabulated 12 inch o,c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM - SBC For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted NAIL NAIL framing members with 0 42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 9 P 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING 4). Unless otherwise noted , all hearing wall headers to be (2) 2x10#2 + BTR. Doug. Fir where needed. GYPSUM 5d COOLERS 7" O,C. EDGE WALL SHEATHING REQUIREMENTS FOR WIND LOADS: WALLBOARD 10" O.0 . FIELD Bearing wall headers to have (2)jack studs and (2)full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. NAIL SPACING NAIL SPACING AT INTERMEDIATE openings. LVL headers to have (3)jack studs and (2)full length studs on each side of WALL SHEATHING. SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7), All joists to be supported with hangers and anchors. Each Joist shall also be anchored NAIL NAIL openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTES: 1, 3 ( BOTH FIELDS) and blocking where applicable. QTY. SPACING NOTE: 2 FOR PANEL FIELD 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMON AS PER TABLE 3.9 INTERIOR ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. SEE NOTE: 3 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE NOTES 6d COMMON 6). Double up floorjoists under walls that run parallel to the floorjoist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 5d COOLERS 7" O.C. EDGE THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. on plans. WALLBOARD 10" D.0 . FIELD V) o 2). Verifyseptic stem with the Engineer for Suffolk Count Health Department approval 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall : w z P y 9 Y p pp FLOOR SHEATHING: be used. O 7). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 0 under all bearing walls. 3). If wall studs, plates orjoists are cut out during installation for any plumbing related work, NAIL NAIL0 0 JOINT DESCRIPTION 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with = provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 8). Provide insulation baffles at save vents between rafters. Install draft blocking as state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGG>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. Q E4-J a a r0 = needed. HVAC SYSTEM NOTES 1" 8d COMMON OR LESS 12" O.C. FIELD 3). For exterior panel siding, galvanized box nails shall be permitted to be substituted for common nails. o aN 9). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. requirements. THESE NOTES ARE ONLY TO BE REFERRED TO IF 10). Unless otherwise noted use 3/4"thick T&G PTS Fir or Advantech plywood subfloor 2) HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. USE SIMPSON HANGERS AND ANCHORS adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed equipment supplier. over subFloor as per manufacture's instructions. 1). Nailing requirements are based on wall sheathing WITH Z-MAX TRIPPLE PROTECTIVE COATING 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing FOR CONTACT WITH ACO 11). All bathroom walls to have 112" thick moisture-resistant sheetrock. Garage walls and Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building shear capacities, nailing requirements for structural to have regular 1/2" sheetrock. All walls to be taped and finished. ELECTRICAL NOTES. members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 12) All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or 1). All electrical to be installed as per N.Y.S. Residential Construction Code. INSTALL 1 - Co2 DETECTOR , ADDITION TO SMOKE ALARMS approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 2). When wall sheathing is continuous over connected IN ADD 2 . All electrical work shall be approved b a qualified Underwriter. members,the tabulated number of nails shall be permitted PER FLOOR torch down type material over. ) PP Y q P to be reduced tot - 16d nail per foot. 13). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 ' _� � be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. of N.Y.S. Residential Construction Code. - rr - ', r' JOAwN: MH/MS v i•, q -, _ d SCALE: N.T.S. AV i r May 13,2005 SHEET NUMBER: , d.� A- 11